11969-07-001A SPS Control Room Addition Spec and Dwgs.pdf

11969-07-001A

SPEC NO. 11969-07-001A

25 January 2008

NOT AEDC STINFO

CONSTRUCTION SPECIFICATION

FOR

SECONDARY PUMPING STATION CONTROL ROOM ADDITION

ARNOLD ENGINEERING DEVELOPING CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

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 08 50 Lead Removal

DIVISION 03 CONCRETE

03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete 03 60 00 Grouting

DIVISION 04 MASONRY

04 05 03 Masonry Mortaring and Grouting 04 20 19 Veneer Unit Masonry

DIVISION 05 METALS

05 05 00 Metal Fastening 05 50 00 Metal Fabrications

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 06 17 53 Shop-Fabricated Wood Trusses

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 11 00 Dampproofing 07 21 00 Building Insulation 07 26 00 Vapor Retarders 07 61 00 Sheet Metal Roof 07 90 00 Joint Protection

DIVISION 08 OPENINGS

08 12 14 Standard Steel Frames 08 13 14 Standard Steel Doors 08 14 16 Flush Wood Doors 08 71 00 Door Hardware

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DIVISION 09 FINISHES

09 21 16 Gypsum Board Assemblies 09 51 23 Acoustical Tile Ceilings 09 65 00 Resilient Flooring 09 90 00 Painting and Coating

DIVISION 10 SPECIALTIES

10 14 00 Signage 10 28 00 Toilet, Bath, and Laundry Accessories

DIVISION 11 NOT USED

DIVISION 12 FURNISHINGS

12 21 13 Horizontal Louver Blinds

DIVISIONS 13-21 NOT USED

DIVISION 22 PLUMBING

22 05 29 Hangers and Supports for Plumbing Piping and

Equipment 22 07 00 Plumbing Insulation 22 11 00 Facility Water Distribution 22 13 00 Facility Sanitary Sewerage 22 33 00 Electric Domestic Water Heaters and Coolers 22 40 00 Plumbing Fixtures

DIVISION 23 HEATING, VENTILATING, AND AIR-

CONDITIONING (HVAC)

23 05 29 Hangers and Supports for HVAC Piping and

Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation 23 23 00 Refrigeration Piping 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 81 43 Air Source Unitary Heat Pumps 23 82 00 Convection Heating and Cooling Units

DIVISION 26 ELECTRICAL

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26 05 03 Equipment Wiring Connections 26 05 19 Equipment Wiring Connections 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 53 Electrical Identification 26 24 16 Panelboards 26 27 16 Electrical Cabinets and Enclosures 26 27 26 Wiring Devices 26 28 19 Enclosed Switches 26 51 00 Interior Lighting

DIVISION 27 NOT USED

27 13 43 Communications Services Cabling

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm Systems

DIVISION 29-30 NOT USED

DIVISION 31 EARTHWORK

31 10 00 Site Clearing 31 23 17 Trenching 31 23 20 Excavation, Fill and Backfill

DIVISION 32 EXTERIOR IMPROVEMENTS

32 92 19 Seeding

DIVISION 33 UTILITIES

33 11 16 Site Water Utility Distribution Piping 33 13 00 Disinfection of Water Utility Distribution 33 32 17 On-Lot Sewage Grinder Pumping Units 33 34 00 Sanitary Utility Sewerage Force Mains 33 71 50 Electrical Distribution System, Aerial

DIVISIONS 34-49 NOT USED

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SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Provide all materials, equipment, and labor to perform construction work for the complete installation of a new approximately 2500 square foot one-story addition to Building 1507 at Arnold Engineering Development Center (AEDC). 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. Clear site and upon completion of final grade, establish lawn area.

B. Grade, excavate, and structural backfill for new work.

C. Provide required demolition and new building addition with components as shown in drawings and contained herein.

D. Provide masonry veneer, loadbearing exterior walls, roof trusses and non-loadbearing interior partitions as shown on the drawings.

E. Provide grading, storm drainage, and pavements in accordance with

SSRBC.

F. Provide new electrical, communications, plumbing, and HVAC work.

G. Provide for fire hydrant.

H. Provide grading, gravel surfacing, and paving in accordance with the TDOT “Standard Specifications for Road and Bridge Construction” (SSRBC) including the following:

1. Strip and stockpile topsoil storage in conformance with SSRBC

Section 203.

2. Provide excavation and undercutting in accordance with SSRBC

Section 203.

3. Provide structure excavation and backfill in accordance with

SSRBC Section 204.

4. Construct embankments in accordance with SSRBC Section 205.

5. Final dress existing slopes in accordance with SSRBC Section 206.

6. Compact existing subgrade as required to comply with SSRBC

Section 207.

7. Prior to placing crushed rock base, provide an herbicide and apply it to the subgrade of all areas to receive asphalt paving. The herbicide shall be 2.4-D Amine, 49.5% concentration.

8. Provide and compact mineral aggregate Class B subbase, grading E, conforming to SSRBC Section 303, with thickness as shown.

I. Repair damage to lawns, grasses, roadways, etc. caused by this work.

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J. Provide termite treatment.

K. Provide provisions per drawings and specifications for lead and asbestos at selective demolition. This does not constitute a substantial portion of the work.

L. Other incidental tasks necessary to complete the work as required by the specifications and drawings.

1.2 RECORD (AS-BUILT) DRAWINGS

A. RECORD (AS-BUILT) DRAWINGS. Furnish a CD-ROM in AutoCAD 2002 or later format accurately showing as-built conditions during the progress of the job. Show all changes, additions, and deviations from the original drawings. Provide an itemized list of all drawing changes listed by drawing number. If no changes occur, furnish certification to that effect. Submit to the Contracting Officer for approval prior to applying for final payment.

1.3 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.

1.4 CODES AND STANDARDS

A. AEDC Safety Standard*:

1. A6 with Supplement User and Subcontractor Safety (Mandatory

Documents/Submittals), 2006.

2. B1 Master Work Permit, 2007.

3. B2 Lockout Tagout - LOTO, 2006.

4. E18 Managing Wastes Containing Chemical or

Petroleum Products, 2006.

* The Government representative will furnish a copy of this Safety Standard to the contractor upon request.

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B. Air Force Federal Acquisition Regulation (AFFARS):

1. 5352.223-9000 Elimination of Use of Class I Ozone

Depleting Substances (ODS), April 2003.

C. Code of Federal Regulations (CFR):

1. 29 CFR 1926.1101 Asbestos, 2006.

2. 40 CFR 261 Identification and Listing of Hazardous

Waste, 2006.

3. 40 CFR 370 EPA Hazardous Chemical Reporting and

Community Right to Know Requirement, 2006.

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

1.5 JOB CONDITIONS

A. Plan and execute this project in a manner to minimize downtime. Furnish new components and devices, complete, with all necessary materials for installation to meet this objective. Schedule all work in advance with the Government representative.

1.6 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.

1.7 HAZARDOUS WASTE

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

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

1.8 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.

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1.9 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).

1.10 SAFETY REQUIREMENTS:

A. All work shall be accomplished in compliance with AEDC Safety Standards A6 with supplement, B1, and B2.

1.11 PROTECTION OF EXISTING IMPROVEMENTS:

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

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

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

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

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.

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

I. 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.

J. 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.

K. 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 will 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.

L. 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.

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

1.13 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 brought to 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.

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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, compress 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.

1.14 SUBSTITUTION OF TITLES

A. Substitute “Contracting Officer” for “Engineer” and “Government” for “Department” or “State” whenever those works are used in the Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), 1995 edition.

PART 2 PRODUCTS – SITE WORK

2.1 MATERIALS

A. Provide materials complying with SSRBC.

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PART 3 EXECUTION – SITE WORK

3.1 Provide temporary traffic control devices in accordance with SSRBC Section 712 before start of work. Do not begin work until traffic control devices are in place.

Provide site structures and appurtenances in accordance with the Tennessee Department of Transportation Standard Roadway and Structure Drawings.

3.2 Provide aggregate base course in accordance with SSRBC Section 303.

3.3 Provide concrete pavement in accordance with SSRBC Section 501.

3.4 Provide concrete sidewalks in accordance with SSRBC Section 701.

3.5 Mark pavements in accordance with SSRBC Section 716.

3.6 Place topsoil in accordance with SSRBC Section 203. Provide lawns and grasses in accordance with SSRBC Section 801 and specification Section 32 92 19 herein.

3.7 Provide signs in accordance with SSRBC Section 713.

3.8 Remove temporary traffic control devices after completion of work.

3.9 Provide testing in accordance with SSRBC Section 903.21 and as indicated.

Provide at least one soil proctor test for each day's placement of fill materials.

Provide density tests for each day's placement of pavement including subgrade, subbase course, and base course. Provide compression tests for each day’s placement of concrete. Provide concrete slump tests at locations designated by the Government representative.

3.10 Dispose of excess excavated materials at AEDC at a location determined by the Government representative. Dispose of demolished materials in the AEDC Construction Landfill located approximately 2.2 miles from the intersection of 6th Street and North Hap Arnold Drive.

END OF SECTION

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DESCRIPTION OF REQUIREMENTS. This section specifies procedural requirements for non-administrative submittals, including shop drawings, product data, samples, and other miscellaneous work-related submittals. These submittals are required to amplify, expand, and coordinate other information contained in the contract. Non-work-related submittals are addressed elsewhere in the contract rather than in the specification and may include items such as:

contract progress schedule, permits, payment applications, performance and payment bonds, insurance certificates, and progress reports.

A. Shop Drawings. These are technical drawings and data specially prepared for this project including fabrication and installation drawings, setting and seaming diagrams, and coordination drawings (for use on-site).

B. Product Data. This data includes standard printed information on manufactured products that has not been specially prepared for this project, including manufacturers' product specifications and installation instructions, standard color charts, catalog cuts, standard wiring diagrams, and standard product operating and maintenance manuals.

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.

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

1. Maintenance agreements.

2. Survey data and reports.

3. Project photographs.

4. Record drawings (as-built drawings).

5. Field measurement data.

6. Operating and maintenance manuals.

7. Keys and other security protection devices.

8. Maintenance tools and spare parts.

9. Overrun or maintenance stock.

10. Qualification certificates.

1.2 SUBMITTAL PROCEDURES

A. Coordination. Coordinate the preparation and processing of submittals with the performance of the work. Coordinate each submittal with other submittals and related activities, such as testing, purchasing, fabricating, and delivering that require sequential activity.

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B. Listing. At the end of this section is a summarized listing of the submittals required for the work. The listing is included for the convenience of users of the contract documents.

C. Transmittal timing. Prepare and transmit each submittal to the Contracting Officer sufficiently in advance of the scheduled performance of related work and other applicable activities. Transmit different kinds of submittals for the same unit of work so that processing will not be delayed by the Government's need to review submittals concurrently for coordination.

D. 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 10 working 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.

E. "Approval" submittals. Submittals requiring approval by the Contracting Officer are so designated in the applicable sections and the submittal list at the end of this section. When brand names or equal are specified, any "equal" submitted will require approval. Any submittal requesting a deviation will require approval. Do not install any equipment or material requiring approval submittals until approvals are received from the Contracting Officer. The Government will status receipt or approval of all submittal requirements in the last two columns.

F. "Information only" submittals. Submittals not requiring the Contracting Officer's approval are considered to be "information only" submittals.

1.3 SPECIFIC SUBMITTAL REQUIREMENTS. Submittal requirements for individual units of work are specified in the applicable specification section. Except as otherwise indicated in the individual sections, comply with the following requirements for each type of submittal.

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

B. Product data. 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

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measurement, and special coordination requirements for interfacing the material, product, or system with other work.

C. Samples. 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.

D. Miscellaneous submittals. These submittals include the following:

1. Inspection and test reports.

2. Record drawings.

3. Operating and maintenance data. Furnish bound copy of operating data and maintenance manuals.

4. Materials and tools. 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.

5. Certifications, reports, instructions, and lists.

1.4 REQUIRED SUBMITTALS

No. Section Reference Submittal Description App Info 1 01 10 00 para 1.2A Record Drawings X 2 01 10 00 para 1.1I Landscape Plan X 3 02 08 00 para 1.3A Employee Certification X 4 02 08 00 para 1.3B Training and Medical Certifications X 5 02 08 00 para 1.3C Training and Hazard Communications

Certification X

6 02 08 00 para 1.3D Product List X 7 02 08 00 para 1.3E Equipment List X 8 02 08 00 para 1.3F Notice of Violation X 9 02 08 00 para 1.3G Environmental, Health, and Safety Plan X

10 02 08 00 para 1.3H Asbestos Removal Plan X 11 02 08 00 para 1.3I Air Sampling Reports X 12 02 08 00 para 1.3J Testing Certifications X 13 02 08 00 para 1.3K CPR Certification X 14 02 08 00 para 1.3L Insurance Coverage Certification X 15 02 08 00 para 1.3M Sampling List X 16 02 08 00 para 1.3N Operator’s Log and Shipper’s Log X 17 02 08 00 para 1.3O Daily Logs: Sign-In and Field Notes X 18 02 08 50 para 1.4A Employee Certification X 19 02 08 50 para 1.4B Training and Medical Certification X 20 02 08 50 para 1.4C Notice of Violation X

Table I. Required submittal list - Continued

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No. Section Reference Submittal Description App Info 21 02 08 50 para 1.4D Environmental, Health, and Safety Plan X 22 02 08 50 para 1.4E Training and Hazard Communications

Certification X

23 02 08 50 para 1.4F Product List X 24 02 08 50 para 1.4G Lead Abatement Plan X 25 02 08 50 para 1.4H Air and Substrate Sampling Reports X 26 02 08 50 para 1.4I Testing Laboratory Qualifications X 27 02 08 50 para 1.4J Air Monitoring Results X 28 02 08 50 para 1.4K Equipment List X 29 02 08 50 para 1.4L Rental Equipment List X 30 02 08 50 para 1.4M Shower Water Test Results X 31 03 20 00 para 1.3A Shop Drawings X 32 03 20 00 para 1.3B Manufacturer's Certificate X 33 03 20 00 para 1.3C Mill Test Reports X 34 03 30 00 para 1.5A Concrete Mix Design X 35 03 30 00 para 1.5B Slump Test Reports X 36 03 30 00 para 1.5C Compression Test Reports X 37 03 60 00 para 1.3A Manufacturer’s Product Data X 38 04 05 03 para 1.3A Design Mix X 39 04 05 03 para 1.3B Manufacturer’s Certificate X 40 04 20 19 para 1.3A Product Data X 41 04 20 19 para 1.3B Samples X 42 04 20 19 para 1.3C Manufacturer’s Certificate X 43 05 05 00 para 1.3A Welding Certification and Weld Procedures

Qualifications X

44 05 50 00 para 1.3A Manufacturer’s Data X 45 05 50 00 para 1.3B Welders Certificate X 46 05 50 00 para 1.3C Shop Drawings X 47 06 10 00 para 1.3A Shop Drawings X 48 06 10 00 para 1.3B Product Data X 49 06 17 53 para 1.3A Shop Drawings X 50 06 17 53 para 1.3B Product Data X 51 07 11 00 para 1.3A Product Data X 52 07 11 00 para 1.3B Manufacturer's Installation Instructions X 53 07 21 16 para 1.3A Product Data X 54 07 21 16 para 1.3B Manufacturer’s Certificate X 55 07 26 00 para 1.3A Product Data X 56 07 26 00 para 1.3B Manufacturer's Installation Instructions X 57 07 61 00 para 1.3A Shop Drawings X 58 07 61 00 para 1.3B Product Data X 59 07 61 00 para 1.3C Samples X 60 07 61 00 para 1.3D Engineering Data X

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61 07 61 00 para 1.3E Manufacturer’s Statements X 62 07 61 00 para 1.3F Manufacturer’s Roofing Warranty X 63 07 90 00 para 1.2A Product Data and Samples X 64 07 90 00 para 1.2B Manufacturer's Surface Preparation and

Installation Instructions X

65 08 14 16 para 1.3A Product Data X 66 08 14 16 para 1.3B Shop Drawings X 67 08 14 16 para 1.3C Samples X 68 08 71 00 para 1.4A Shop Drawings X 69 08 71 00 para 1.4B Parts List and Templates X 70 08 71 00 para 1.4C Samples X 71 08 71 00 para 1.4D Manufacturer's Installation Instructions X 72 08 71 00 para 1.4E Project Record Documents X 73 08 71 00 para 1.4F Operation and Maintenance Data X 74 08 71 00 para 1.4G Keys X 75 09 51 23 para 1.4A Product Data X 76 09 51 23 para 1.4B Samples X 77 09 65 00 para 1.4A Product Data X 78 09 65 00 para 1.4B Names of Proposed Substituted Materials and

Color samples X

79 09 90 00 para 1.4A Product Data X 80 09 90 00 para 1.4B Samples X 81 10 14 00 para 1.2A Shop Drawings X 82 10 14 00 para 1.2B Samples X 83 10 14 00 para 1.2C Manufacturer’s Installation Instructions X 84 10 28 00 para 1.2A Manufacturer's Literature X 85 12 21 13 para 1.3A Product Data X 86 12 21 13 para 1.3B Samples X 87 22 05 29 para 1.5A Shop Drawings X 88 22 05 29 para 1.5B Product Data X 89 22 05 29 para 1.5C Firestopping Schedule X 90 22 05 29 para 1.5D Design Data X 91 22 05 29 para 1.5E Manufacturer’s Installation Instructions X 92 22 07 00 para 1.3A Product Data X 93 22 11 00 para 1.3A Product Data X 94 22 11 00 para 1.3B Manufacturer’s Installation Instructions X 95 22 11 00 para 1.3C Operation and Maintenance Data X 96 22 11 00 para 1.3D Hydrostatic test Reports X 97 22 13 00 para 1.3A Shop Drawings X 98 22 13 00 para 1.3B Product Data X 99 22 33 00 para 1.4A Shop Drawings X 100 22 33 00 para 1.4B Manufacturer’s Installation Instructions X

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101 22 33 00 para 1.4C Operation and Maintenance Data X 102 22 40 00 para 1.3A Product Data X 103 22 40 00 para 1.3B Manufacturer’s Installation Instructions 104 23 05 93 para 1.4A Testing, Adjusting, and Balancing Reports X 105 23 05 93 para 1.4B Adjusting and Balancing Agency X 106 23 05 93 para 1.4C Test Reports X 107 23 05 93 para 1.4D Project Record Documents X 108 23 23 00 para 1.4A Test Reports X 109 23 23 00 para 1.4B Manufacturer's Installation Instructions X 110 23 34 00 para 1.2A Product Data X 111 23 34 00 para 1.2B Manufacturer’s Installation Instructions X 112 23 34 00 para 1.2C Manufacturer’s Certification X 113 23 34 00 para 1.2D Operation and Maintenance Data X 114 23 37 00 para 1.3A Product Data X 115 23 81 43 para 1.3A Shop Drawings 116 23 81 43 para 1.3B Product Data X 117 23 81 43 para 1.3C Design Data X 118 23 81 43 para 1.3D Manufacturers' Installation Instructions X 119 23 81 43 para 1.3E Operation and Maintenance Data X 120 23 81 43 para 1.3F Filters X 121 23 82 00 para 1.2A Product Data X 122 23 82 00 para 1.2B Manufacturer’s Installation Instructions X 123 23 82 00 para 1.2C Manufacturer’s Certificate X 124 23 82 00 para 1.2D Operation and Maintenance Data X 125 23 82 00 para 1.2F Manufacturer’s Installation Instructions X 126 26 05 19 para 1.3A Product Data X 127 26 05 26 para 1.5A Test Reports X 128 26 05 53 para 1.3A Product Data X 128 26 24 16 para 1.4A Product Data X 129 26 24 16 para 1.4 Panelboard Descriptive Literature X 130 26 27 16 para 1.2A Manufacturer’s Descriptive Literature X 131 26 28 19 para 1.3A Equipment/Material List X 132 26 28 19 para 1.3B Manufacturer’s Descriptive Literature X 133 26 51 00 para 1.5A Equipment/Materials Listing X 134 26 51 00 para 1.5B Manufacturers' Descriptive Literature X 135 27 13 43 para 1.4A Product Data X 136 27 13 43 para 1.4B Test Reports X 137 27 13 43 para 1.4C As-Built Drawing X 138 28 31 00 para 1.4A Shop Drawings X 139 28 31 00 para 1.4B Manufacturers' Descriptive Literature X 140 28 31 00 para 1.4C Sequence of Operation X 141 28 31 00 para 1.4D Operation and Maintenance Manuals X

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142 28 31 00 para 1.4E Test Results X 143 28 31 00 para 1.4F Approved Fire Alarm Submittals X 144 31 10 00 para 1.3A Site-Clearing Plan X 145 31 10 00para 1.3B Storm Water Pollution Prevention/Erosion

Control Plan X

146 31 10 00 para 1.3C Tennessee “WEC” (Weed Control - Right of Way and Industrial) Certification

X

147 33 11 16 para 1.5A As-Built Drawings X 148 33 13 00 para 1.4A Test Reports X 149 33 13 00 para 1.4B Water Distribution System Certification X 150 33 13 00 para 1.4C Disinfection Report Record X 151 33 13 00 para 1.4D Bacteriological Report Record X 152 33 32 17 para 1.4A Shop Drawings X 153 33 32 17 par a1.4B Product Data X 154 33 32 17 par a1.4C Manufacturer’s Installation Instructions X 155 33 32 17 par a1.4D Project Record Documents X 156 33 32 17 par a1.4E Operation and Maintenance Data X 157 33 34 00 para 1.4A Shop Drawings X 158 33 34 00 para 1.4B Product Data X 159 33 34 00 para 1.4C Design Data X 160 33 34 00 para 1.4D Manufacturer’s Installation Instructions X 161 33 34 00 para 1.4E Project Record Documents X 162 33 71 50 para 1.3A Manufacturer’s Descriptive Literature X 163 33 71 50 para 1.3B Equipment/Material List X 164 33 71 50 para 1.3C Proposed Field Test Plan X

Table I. Required submittal list - Completed.

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SECTION 01 45 00

REGULATORY REQUIREMENTS

PART 1 GENERAL

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

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

A. Government documents:

1. AEDC Safety Standards*:

a. A6 w/Supplement User and Subcontractor Safety, 2006.

b. A9 Hazard Communication, 2006.

c. B1 Master Work Permit, 2007.

d. B2 Lockout Tagout – LOTO, 2006.

e. B5 Confined Spaces, 2006.

f. E7 Asbestos, 2006.

g. E17 Oil and Hazardous Substances Spill

Response, 2006.

h. E18 Managing Waste Containing Chemical and Petroleum Products, 2006.

i. E19 Lead and Heavy Metals, 2006.

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

2. Air Force Federal Acquisition Regulations:

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

3. Code of Federal Regulations:

a. 29 CFR 1910.134 Respiratory Protection, 2006.

b. 29 CFR 1910.1200 Hazard Communication, 2006.

c. 29 CFR 1926.55 Gases, Vapors, Fumes, Ducts, and

Mists, 2006.

d. 29 CFR 1926.57 Ventilation, 2006.

e. 29 CFR 1926.59 Hazard Communication, 2006.

f. 29 CFR 1926.62 Lead Standard, 2006.

g. 29 CFR 1926.1101 Asbestos, 2006.

h. 40 CFR Parts 9, NPDES – Regulations for Revision of

122,123, and 124 the Water Pollution Control Program Addressing Storm Water Discharges, 2006.

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i. 40 CFR 61 National Emission Standards for Hazardous Air Pollutants (NESHAP), 2006.

j. 40 CFR 260 Hazardous Waste Management Systems: General, 2006.

k. 40 CFR 261 Identification and Listing of Hazardous Wastes, 2006.

l. 40 CFR 262 Generators of Hazardous Waste, 2006.

m. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know Requirement, 2006.

n. 49 CFR 172 Department of Transportation (DOT) Regulations for Use of Hazardous Materials Tables and for Communication, 2006.

o. 49 CFR 178 DOT Specifications for Packaging, 2006.

4. Environmental Protection Agency (EPA) Document:

a. SW-846 Proposed Sampling and Analytical

Methodologies for Additions to Test Methods for Evaluating Solid Waste:

Physical/Chemical Methods, 2004.

5. Public Law:

a. PL 101-637 The Asbestos School Hazard

Abatement Reauthorization Act

(ASHARA), 1990.

6. Tennessee Code Annotated:

a. TCA 69-3-108 Tennessee Water Quality Control Act of 1977.

7. Tennessee Department of Environment and Conservation:

a. TDEC Chapter 1200-3-11-02 Hazardous Air Contaminants, Asbestos, 2006.

b. TDEC Publication Erosion and Sediment Control Handbook, March 2002.

c. TDEC Rule 0080-6-14 Pest Control Operators, 1999.

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

9. U. S Department of Commerce National Institute of Standards and

Technology:

a. DOC PS 1-84 Construction and Industrial Plywood.

b. DOC PS 2-04 Performance Standard for Wood-

Based Structural-Use Panels.

c. DOC PS 20-70 American Softwood Lumber Standard.

B. Non-Government documents:

1. Associated Air Balancing Council:

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a. AABC MN-1-02 National Standards.

2. American Association of State Highway and Transportation Officials:

a. AASHTO M232-06 Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

3. American Concrete Institute:

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

b. ACI 301-05 Specifications for Structural Concrete.

c. ACI 305R-99 Hot Weather Concreting.

d. ACI 306.1-02 Standard Specification for Cold

Weather Concreting.

e. ACI 308.1-98 Standard Specification Curing

Concrete.

f. ACI 318/318R-05 Building Code Requirements for

Structural Concrete.

g. ACI 530-05 Building Code Requirements for

Masonry Structures and Commentary.

h. ACI 530.1-05 Specifications for Masonry Structures.

4. American Institute of Steel Construction:

a. AISC 325-05 Steel Construction Manual.

5. Air Movement and Control Association:

a. AMCA 99-03 Standards Handbook.

6. Alliance for Telecommunications Industry Solutions:

a. ATIS O5.1-02 Specifications and Dimensions for

Wood Poles.

7. American National Standards Institute (ANSI) Standards:

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

8. APA-The Engineered Wood Association:

9. Air-Conditioning and Refrigeration Institute:

a. ARI 210/240-06 Performance Rating of Unitary Air- Conditioning and Air-Source Heat Pump Equipment.

b. ARI 1010-02 Self-Contained, Mechanically- Refrigerated Drinking-Water Coolers.

10. American Society of Civil Engineers:

a. 4-02-03 Minimum Design Loads for Buildings and Other Structures.

11. American Society of Heating, Refrigeration and Air-conditioning Engineers:

a. ASHRAE 15-07 Refrigeration Systems.

12. American Society of Mechanical Engineers:

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

b. ASME A112.6.1M-02 Floor-Affixed Supports for Off-the- Floor Plumbing Fixtures for Public Use.

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c. ASME A112.18.1-05 Plumbing Fixture Fittings.

d. ASME A112.19.1M-04 Enameled Cast Iron Plumbing

Fixtures.

e. ASME A112.19.2M-03 Vitreous China Plumbing Fixtures.

f. ASME B16.1-05 Cast Iron Pipe Flanges and Flanged

Fittings (Classes 25, 125, and 250).

g. ASME B16.3-06 Malleable Iron Threaded Fittings

Classes 150 and 300.

h. ASME B16.4-06 Gray Iron Threaded Fittings-Classes

125 and 250.

i. ASME B16.18-05 Cast Copper Alloy Solder Joint

Pressure Fittings.

j. ASME B16.22-05 Wrought Copper and Copper Alloy

Solder Joint Pressure Fittings.

k. ASME B16.26-06 Cast Copper Alloy Fittings for Flared

Copper Tubes.

l. ASME B16.29-01 Wrought Copper and Wrought Copper

Alloy Solder Joint Drainage Fittings.

m. ASME B31.5-01 Refrigeration Piping and Heat

Transfer Components.

n. ASME B31.9-04 Building Services Piping.

o. ASME SEC IV-99 B&PVC - Construction of Heating

Boilers Non-Interfiled.

p. ASME SEC VIII-02 B&PVC - Construction of Pressure

Vessels Non-Interfiled.

13. American Society of Sanitary Engineering:

a. ASSE 1011-04 Performance Requirements for Hose Connection Vacuum Breakers.

14. American Society for Testing and Materials:

a. ASTM A36-05 Carbon Structural Steel.

b. ASTM A48-03 Gray Iron Castings.

c. ASTM A53-06 Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded, and Seamless.

d. ASTM A74-06 Cast Iron Soil Pipe and Fittings.

e. ASTM A82-05 Steel Wire, Plain, for Concrete

Reinforcement.

f. ASTM A90-07 Weight (Mass) of Coating on Iron and

Steel Articles with Zinc or Zinc-Alloy Coatings.

g. ASTM A106-06 Seamless Carbon Steel Pipe for High- Temperature Service.

h. ASTM A108-03 Steel Bar, Carbon and Alloy, Cold- Finished.

i. ASTM A167-04 Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

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j. ASTM A123-02 Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

k. ASTM A153-05 Zinc Coating (Hot Dip) on Iron and Steel Hardware.

l. ASTM A307-07 Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength.

m. ASTM A320-07 Alloy-Steel and Stainless Steel Bolting Materials for Low-Temperature Service.

n. ASTM A325-06 Structural Bolts, Steel, Heat Treated, 120/105 ksi minimum Tensile Strength.

o. ASTM A500-03 Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

p. ASTM A501-07 Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.

q. ASTM A563-04 Specification for Carbon and Alloy Steel Nuts.

r. ASTM A575-02 Steel Bars, Carbon, Merchant Quality, M-Grades.

s. ASTM A576-06 Steel Bars, Carbon, Hot-Wrought, Special Quality.

t. ASTM A615-07 Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

u. ASTM A653-07 Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

v. ASTM A780-06 Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings.

w. ASTM A924-07 General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process.

x. ASTM A992-06 Structural Steel Shapes.

y. ASTM B1-07 Hard-Drawn Copper Wire.

z. ASTM B8-04 Concentric-Lay-Stranded Copper

Conductors, Hard, Medium-Hard, or Soft.

aa. ASTM B32-04 Solder Metal.

bb. ASTM B42-02 Seamless Copper Pipe, Standard

Sizes.

cc. ASTM B88-03 Seamless Copper Water Tube.

dd. ASTM B117-07 Operating Salt Spray (Fog) Apparatus.

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ee. ASTM B209-06 Aluminum and Aluminum-Alloy Sheet and Plate.

ff. ASTM B280-03 Seamless Copper Tube for Air Conditioning and Refrigeration Field Service.

gg. ASTM C33-03 Concrete Aggregates.

hh. ASTM C39-05 Compressive Strength of Cylindrical

Concrete Specimens.

ii. ASTM C94-07 Ready-Mixed Concrete.

jj. ASTM C109-05 Compressive Strength of Hydraulic

Cement Mortars (Using 2-in. Cube Specimen).

kk. ASTM C143-05 Slump of Hydraulic-Cement Concrete.

ll. ASTM C144-04 Aggregate for Masonry Mortar.

mm. ASTM C150-07 Portland Cement.

nn. ASTM C172-04 Sampling Freshly Mixed Concrete.

oo. ASTM C173-01 Air Content of Freshly Mixed Concrete by Volumetric Method.

pp. ASTM C260-06 Air-Entraining Admixtures for

Concrete.

qq. ASTM C270-07 Mortar for Unit Masonry.

rr. ASTM C335-05 Steady-State Heat Transfer Properties of Horizontal Pipe Insulation.

ss. ASTM C387-06 Packaged, Dry, Combined Materials for Mortar and Concrete.

tt. ASTM C404-06 Aggregates for Masonry Grout.

uu. ASTM C475-02 Joint Compound and Joint Tape for

Finishing Gypsum Board.

vv. ASTM C494-05 Chemical Admixtures for Concrete.

ww. ASTM C534-07 Preformed Flexible Elastomeric

Cellular Thermal Insulation in Sheet and Tubular Form.

xx. ASTM C564-03 Rubber Gaskets for Cast Iron Soil Pipe and Fittings.

yy. ASTM C618-05 Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete.

zz. ASTM C635-04 Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.

aaa. ASTM C636-06 Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels.

bbb. ASTM C652-05 Hollow Brick (Hollow Masonry Units Made From Clay or Shale).

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ccc. ASTM C754-04 Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products.

ddd. ASTM C827-05 Change in Height at Early Ages of Cylindrical Specimens from Cementitious Mixtures.

eee. ASTM C840-07 Application and Finishing of Gypsum Board.

fff. ASTM C920-05 Elastomeric Joint Sealants.

ggg. ASTM C921-03 Determining the Properties of

Jacketing Material of Thermal Insulation.

hhh. ASTM C1002-04 Steel Self-Piercing and Appling Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs.

iii. ASTM C1142-01 Extended Life Mortar for Unit Masonry.

jjj. ASTM D16-03 Standard Terminology for Paint, Related Coatings, Materials, and Applications.

kkk. ASTM D41-05 Asphalt Primer Used in Roofing, Damproofing, and Waterproofing.

lll. ASTM D98-05 Calcium Chloride.

mmm. ASTM D226-06 Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

nnn. ASTM D245-06 Establishing Structural Grades and

Related Allowable Properties for Visually Graded Lumber.

ooo. ASTM D698-00 Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3.

ppp. ASTM D1056-00 Flexible Cellular Materials-Sponge or Expanded Rubber.

qqq. ASTM D1227-00 Emulsified Asphalt Used as a Protective Coating for Roofing.

rrr. ASTM D1556-07 Test Method for Density of Soil in Place by the Sand-Cone Method.

sss. ASTM D1654-05 Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.

ttt. ASTM D1785-06 Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120.

uuu. ASTM D2241-05 Poly (Vinyl Chloride) (PVC) Pressure- Rated Pipe (SDR Series).

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vvv. ASTM D2447-03 Polyethylene (PE) Plastic Pipe, Schedules 40 and 80, Based on Outside Diameter.

www. ASTM D2466-06 Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40.

xxx. ASTM D2555-06 Establishing Clear Wood Strength Values.

yyy. ASTM D2564-04 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Piping Systems.

zzz. ASTM D2609-02 Plastic Insert Fittings for Polyethylene (PE) Plastic Pipe.

aaaa. ASTM D2665-07 Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings.

bbbb. ASTM D 2729-03 Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings.

cccc. ASTM D2846-06 Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Hot- and Cold-Water Distribution Systems.

dddd. ASTM D2855-02 Standard Practice for Making Solvent- Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings.

eeee. ASTM D3309-02 Polybutylene (PB) Plastic Hot- and Cold-Water Distribution Systems.

ffff. ASTM E84-07 Surface Burning Characteristics of Building Materials.

gggg. ASTM E96-05 Water Vapor Transmission of Materials.

hhhh. ASTM E119-07 Standard Test Methods for Fire Tests of Building Construction and Materials.

iiii. ASTM E136-04 Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 Degrees C.

jjjj. ASTM E814-06 Fire Tests of Through Penetration Firestops.

kkkk. ASTM E1264-05 Acoustical Ceiling Products.

llll. ASTM E2307-04 Standard Test Method for Determining

Fire Resistance of Perimeter Fire Barrier Systems Using Intermediate- Scale, Multi-story Test Apparatus.

mmmm. ASTM E2393-04 Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers.

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nnnn. ASTM F436-04 Hardened Steel Washers.

oooo. ASTM F437-06 Threaded Chlorinated Poly (Vinyl

Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80.

pppp. ASTM F441-02 Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80.

qqqq. ASTM F477-07 Elastomeric Seals (Gaskets) for Joining Plastic Pipe.

rrrr. ASTM F493-04 Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and Fittings.

ssss. ASTM F959-07 Compressible-Washers-Type Direct Tension Indicators for Use with Structural Fasteners.

tttt. ASTM F1667-05 Driven Fasteners: Nails, Spikes, and Staples.

uuuu. ASTM F1281-07 Crosslinked Polyethylene/Aluminum/ Crosslinked Polyethylene (PEX-AL- PEX) Pressure Pipe.

15. Architectural Woodwork Institute:

a. AWI P-200-99 Quality Standards.

16. American Welding Society Inc.:

a. AWS A2.4-07 Symbols for Welding, Brazing, and

Nondestructive Examination.

b. AWS A5.8-04 Filler Metals for Brazing and Braze

Welding.

c. AWS D1.1-06 Structural Welding Code - Steel.

d. AWS D14.1-05 Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment

e. AWS Z49.1-05 Safety in Welding, Cutting and Allied Processes.

17. American Water Works Association:

a. AWWA B301-04 Liquid Chlorine.

b. AWWA C104-03 Cement-Mortar Lining for Ductile-Iron

Pipe and Fittings for Water.

c. AWWA C110-03 Ductile-Iron and Grey-Iron Fittings for

Water.

d. AWWA C111-07 Rubber-Gasket Joints for Ductile-Iron

Pressure Pipe and Fittings.

e. AWWA C115-05 Flanged Ductile-Iron Pipe with Ductile-

Iron or Gray-Iron Threaded Flanges.

f. AWWA C151-02 Ductile-Iron Pipe, Centrifugally Cast, for Water.

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g. AWWA C153-06 Ductile-Iron Compact Fittings for Water Service.

h. AWWA C502-05 Dry-Barrel Fire Hydrants.

i. AWWA C504-06 Rubber-Seated Butterfly Valves.

j. AWWA C508-01 Swing-Check Valves for Waterworks

Service, 2-in. Through 24-in. (50-mm Through 600-mm) NPS.

k. AWWA C509-01 Resilient-Seated Gate Valves for Water Supply Service.

l. AWWA C651-05 Disinfecting Water Mains.

m. AWWA M44-06 Distribution Valves: Selection, Installation, Field Testing, and Maintenance.

18. American Wood-Preservers’ Association:

a. AWPA C1-91 All Timber Products - Preservative

Treatment by Pressure Process.

b. AWPA C4-99 Poles, Pressure Treatment.

c. AWPA C25-01 Sawn Crossarms Preservative

Treatment by Pressure Processes.

d. AWPA P1/P13-01 Creosote Preservative.

e. AWPA P5-00 Waterborne Preservatives.

f. AWPA P8-00 Oil-Borne Preservatives.

g. AWPA P9-01 Solvents and Formulations for Organic

Preservative Systems.

19. Builders Hardware Manufacturers Association Inc.:

a. BHMA A156.1-06 Butts and Hinges.

b. BHMA A156.2-03 Bored and Preassembled Locks and

Latches.

c. BHMA A156.4-00 Door Controls – Closers.

d. BHMA A156.5-01 Auxiliary Locks and Associated

Products.

e. BHMA A156.6-05 Architectural Door Trim.

f. BHMA A156.8-05 Door Controls – Overhead Stops and

Holders.

g. BHMA A156.15-06 Release Devices-Closer Holder, Electromagnetic and Electromechanical.

h. BHMA A156.16-02 Auxiliary Hardware.

i. BHMA A156.18-06 Materials and Finishes.

20. Cast Iron Soil Pipe Institute:

a. CISPI 301-90 Hubless Cast Iron Soil Pipe and

Fittings for Sanitary and Storm Drain, Waste and Vent Piping Application.

b. CISPI 310-90 Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and

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Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications.

21. CSA America:

a. CSA/AM Z21.22-04 Relief Valves for Hot Water Supply

Systems.

22. Door and Hardware Institute:

a. DHI A115.1G-94 Installation Guide for Doors and Hardware.

23. FM Approval:

a. FM 1620-75 Pipe Joint and Anchor Fittings for

Underground Fire Service Mains.

b. FM 4991-01 Approval of Firestop Contractors.

24. Gypsum Associations:

a. GA 216-04 Application and Finishing of Gypsum

Panel Products.

b. GA 600-03 Fire Resistance Design Manual Sound

Control.

25. International Code Council, Inc.:

a. ICC A117.1-03 Accessible and Usable Buildings and Facilities.

b. ICC International Building Code, 2006.

c. ICC International Plumbing Code, 2006.

26. InterNational Electrical Testing Association:

a. NETA Acceptance-03 Acceptance Testing Specifications for

Electrical Power Distribution Equipment and Systems.

27. Institute of Electrical and Electronic Engineers:

a. IEEE C2-07 National Electrical Safety Code.

b. IEEE C37.34-94 High-Voltage Air Switches.

c. IEEE C37.40-03 High-Voltage fuses, Distribution

Enclosed Single-Pole Air Switches, Fuse Disconnecting Switches, and Accessories.

d. IEEE C37.41-00 High-Voltage Fuses, Distribution Enclosed Single-Pole Air Switches, Fuse Disconnecting Switches, and Accessories.

e. IEEE C37.46-00 High-Voltage Expulsion and Current- Limiting Type Power Class Fuses and Fuse Disconnecting Switches.

f. IEEE C57.12.00-00 Liquid-Immersed Distribution, Power, and Regulating Transformers.

g. IEEE C57.12.20-05 Overhead-Type Distribution Transformers, 500 kVA and Smaller:

High Voltage, 34,500 Volts and Below;

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Low Voltage, 7970/13800Y Volts and Below.

h. IEEE C62.11-05 Metal Oxide Surge Arresters for AC Power Circuites (>1kV).

i. IEEE C135.1-99 Zinc-Coated Steel Bolts and Nuts for Overhead Line Construction.

j. IEEE C135.2-99 Threaded Zinc-Coated Ferrous Strand-Eye Anchor Rods and Nuts for Overhead Line…