Statement of Work.pdf

10623-08-001A

ANZY020011

SPEC NO. 10623-08-001A

31 March 2009

GENERAL SPECIFICATION

TO

REPAIR VENTILATION SYSTEM, CHEM LAB

ARNOLD ENGINEERING DEVELOPMENT CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT AEDC STINFO

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INDEX

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 Summary 01 33 00 Submittal Procedures 01 45 00 Regulatory Requirements 01 50 00 Temporary Facilities and Controls

DIVISION 02 EXISTING CONDITIONS

02 08 50 Lead Removal 02 41 19 Selective Structure/Mechanical Demolition 02 41 26 Selective Electrical Demolition

DIVISION 03 CONCRETE

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

DIVISION 04 NOT USED

DIVISION 05 METALS

05 50 00 Metal Fabrications

DIVISION 06 NOT USED

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 84 00 Firestopping

DIVISION 08 OPENINGS

08 91 00 Louvers

DIVISION 09 FINISHES

09 51 23 Acoustical Tile Ceilings 09 90 00 Painting and Coating

DIVISION 10 NOT USED

DIVISION 11 EQUIPMENT

11 53 00 Laboratory Equipment

DIVISIONS 12 - 22 NOT USED

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DIVISION 22 PLUMBING

22 05 03 Pipes and Tubes for Plumbing Piping and Equipment 22 13 00 Facility Sanitary Sewerage 22 60 15 Gas and Vacuum Piping Systems

DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONING

(HVAC)

23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 48 Vibration and Seismic Controls 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 21 16 Hydronic Piping Specialties 23 21 23 Hydronic Pumps 23 22 13 Steam and Condensate Heating Piping 23 22 23 Steam and Condensate Pumps 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 36 00 Air Terminal Units 23 37 00 Air Outlets and Inlets 23 57 00 Heat Exchangers for HVAC 23 64 12 Rotary Screw Water Chillers 23 74 13 Packaged Outdoor Central-Station Air-Handling Units

DIVISIONS 24 - 25 NOT USED

DIVISION 26 ELECTRICAL

26 05 03 Equipment Wiring Connections 26 05 13 Medium-Voltage Cables 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Equipment 26 05 33 Raceways and Boxes for Electrical Equipment 26 05 53 Identification for Electrical Systems 26 12 00 Medium-Voltage Transformers 26 12 01 Pole Mounted Distribution Transformers 26 24 16 Panelboards 26 24 19 Motor-Control Centers 26 27 26 Wiring Devices 26 28 19 Enclosed Switches 26 28 23 Enclosed Circuit Breakers

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26 51 00 Interior Lighting

DIVISION 27 COMMUNICATIONS

27 13 43 Communications Services Cabling

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm

DIVISIONS 29 - 30 NOT USED

DIVISION 31 EARTHWORK

31 23 16 Excavation 31 23 17 Trenching

DIVISION 32 NOT USED

DIVISION 33 UTILITIES

33 71 26 Transmission and Distribution Equipment

DIVISIONS 34 - 49 NOT USED

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SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Synopsis: This project consists of providing all materials, equipment, and labor to replace the existing HVAC system serving the east laboratory area in Facility

445. The demolition work shall include the removal of the existing fume hoods, makeup air system including the ductwork and air handling units, water cooled chiller and associated piping, and the facility power feed and transformer. The removal of the HVAC system shall require the removal of the existing plaster and drop ceiling and lighting in the facility. This work does involve demolition of lead painted items and work shall be performed in accordance with the specification.

The installation work shall include new fume hoods, exhausters, HVAC system including controls, ductwork, piping, air cooled chiller, and air moving equipment, fire alarm/detection system, ceiling, lighting, and a new transformer for the east laboratory area. The Contractor shall provide and set up temporary laboratory trailers for the Air Force to use and occupy during the duration of the construction effort. All work shall be performed as required in accordance with the specification, applicable drawings, and contract drawings. Work is to be done at Arnold Air Force Base, Tennessee. The extent of the work may include, but is not limited to the following:

A. Remove existing roof top equipment.

B. Remove existing fume hoods and laboratory exhaust equipment.

C. Remove existing hot and chilled water pumps, converter, and interconnecting piping as indicated.

D. Remove indicated mechanical room equipment including a water cooled chiller.

E. Remove HVAC equipment including all ductwork, controls, water coils, and air moving equipment.

F. Remove existing ceilings.

G. Remove electrical wiring and associated conduit and wiring.

H. Replace lighting as shown.

I. Install new air handling units with associated ductwork and controls.

J. Install new fan coil units and exhausters.

K. Install ductwork for supply, return, and exhaust systems.

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L. Install new fume hoods and laboratory equipment.

M. Install new air cooled chiller and concrete pad.

N. Install new hot and chilled water systems including all piping, pumps, and piping components.

O. Install new lay-in type acoustical tile and gypsum board ceilings.

P. Install new DDC control system.

1. The HVAC control system shall be programmed to provide operational capabilities as specified in the plans and specifications.

Work shall include, but is not limited to, programming of all controllers; installation of end devices, sensors, relays, and switches;

and adjustment of all air moving equipment.

2. HVAC controls shall be Direct Digital Controls (DDC). The existing HVAC DDC network uses TAC-Americas formerly CSI-Control Systems International INET2000 software. The DDC control system provided shall be 100% compatible (including communicating, monitoring, graphics page modifying, & programming) with the existing base software and respective graphics pages. The control system shall be based on a distributed system of fully intelligent, stand-alone controllers, operating in a multi-tasking, multi-user environment on a true peer-to-peer, token passing Local Area Network (LAN), called the Controller LAN.

3. The Contractor shall provide graphics pages that graphically depict the building layout showing each equipment location, the respective AHU, the respective chilled water system and the hot water system.

The contractor shall provide graphics pages that graphically depict all program logic including DDC modules, lines and points.

4. Provide on site training for two groups consisting of approximately 10 people each. Training shall include graphics pages, control logic, and operations. Printed training material in notebooks shall be provided all students. Materials shall include printouts of points lists, graphics pages, sequence of operations, panel layout and wiring schematics.

Training shall be scheduled in advance and coordinated with the HVAC Systems Engineer and HVAC Shop Supervisor.

Q. Perform a complete test on the new fire protection system in the presence of a representative from the AEDC Fire Department. Test to include smoke detectors, air handler shutdown, and damper closing. Reset all dampers and detectors after test.

R. Provide all steel and miscellaneous metal fabrications.

S. Provide connections to existing piping systems. Unless otherwise shown on the drawings, the contractor shall be responsible for determining exact

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points of connections for specified piping with the existing piping. The contractor shall field route all piping not shown on the drawings and obtain the Government representative's approval on proposed tie-in points and routing.

T. Provide all new electrical power and controls as shown. Unless otherwise shown, the contractor shall be responsible for routing and supporting all raceways in accordance with the NEC and best electrical installation practices.

U. Pressure test piping and operational testing of new systems.

V. Site repairs.

W. Paint on existing panels and the building structure may contain lead and shall be treated as such. Compliance with specification section 02 08 50 is required.

X. Provide three laboratory trailers as shown in the contract drawings for duration of the contract. Install trailers per manufacturer’s requirements.

Connect to all utilities as shown on the contract drawings. Provide gas bottle storage and gas tubing for trailers.

Y. Relocate equipment and furniture as required to perform work. The Contractor shall be required to relocate general office/lab equipment and furniture. The Contractor shall coordinate the moving of all laboratory equipment and chemicals with the Government.

Z. Remove 600V cables and conduit from existing pole mounted transformers to selected 480V panels.

AA. Install one 500KVA, 13.8kV-480V pad mounted outdoor transformer.

BB. Install required 15kV and 600V cables in new conduits underground.

CC. Install two indoor 480V distribution panelboard, with communication wiring for remote demand metering.

DD. Remove three 100KVA pole mounted 1308KV-480V, single phase transformers.

EE. Remove two 480V panels.

FF. Provide temporary power for contractor construction equipment and lighting during the outage so that the work is accomplished in a safe manner.

GG. Provide ladder submittal for approval showing all details including material to construct new ladder on northeast side of Building 445.

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

1.2 RECORD (AS-BUILT) DRAWINGS

A. Final Design Drawings: Furnish record drawings showing final configuration of work accomplished. Show all changes, additions, and deviations from the original drawings. If no changes occur, furnish certification to that effect.

Submit to the Contracting Officer for approval prior to applying for final payment Drawings may be redlined hardcopies or electronic drawings. If electronic, furnish drawings on a CD-ROM in AutoCAD 2005 format or later accurately showing as-built conditions during the progress of the job. The CD-ROM shall include every associated component file of the drawings including raster images, jpeg, tif, excel, and any related items required to view, modify, or manipulate the electronic files.

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), 2008.

2. B1 Master Work Permit, 2008.

3. B2 Lockout/Tagout (LOTO), 2008.

4. D8 Portable Power Tools, 2007.

5. E18 Managing Wastes Containing Chemical or

Petroleum Products, 2008.

6. F2 Personal Protection Equipment (PPE), 2008.

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7. F5 Annex A Hazardous Noise and Hearing Conservation (NRR Method for Estimating the Adequacy of Hearing Protector Attenuation), 2008.

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

B. Air Force Federal Acquisition Regulation:

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

Depleting Substances (ODS), April 2003.

C. Code of Federal Regulations:

1. 29 CFR 1926.1101 Asbestos, 2008.

2. 40 CFR 261 Identification and Listing of Hazardous

Waste, 2008.

3. 40 CFR 370 EPA Hazardous Chemical Reporting and

Community Right to Know Requirement, 2008.

D. U. S. Army Corp of Engineers:

1. CoE EM 385-1-1 Safety and Health Requirements, 2003.

1.5 CONTRACTOR USE OF SITE AND PREMISES

A. The premises will be occupied while work is underway. The contractor shall limit his/her operations to areas immediately adjacent to the worksite and noted areas by the Contracting Officer's representative.

B. Construct work to accommodate the Government's occupancy requirements during the construction period. Coordinate construction schedule and operations with the Contracting Officer's representative.

C. Cooperate with the Government to minimize conflict and to facilitate the Government's operations.

D. The contractor shall have 2 weekends for work that requires a power outage. Each outage duration will take place between 1800 hours on Friday evening and 2400 hours Sunday evening, with permanent power being returned after each outage. The contractor shall be required to submit for approval a detailed schedule of the proposed work that will be performed before, during, and after each outage.

1.6 SITE OCCUPANCY

A. Other contractors will be on-site within the immediate area. Coordinate scheduling, clearance, and site occupancy issues with the Government representative.

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B. Limit use of site and premises to allow Government occupancy.

C. Limit construction operations to areas noted on drawings.

1.7 JOB CONDITIONS

A. Plan and execute this project in a manner to allow the continued operation of the parts of the facility that are not under construction. 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. Each utility outage shall be submitted by the Contractor to the Government Representative for Government approval.

Request for utility outages shall be submitted two weeks prior to each requested outage date and is contingent upon Government approval.

Outage date may be given on holidays and/or weekends depending upon the Government’s schedule for facility usage. Shutdown of the operation of the facility is not permitted.

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

C. Do not close or obstruct egress width to any building or site exit without written permission from the Government representative. A fire alarm shut-down permit shall be required during change out.

D. Do not disable or disrupt building fire or life safety systems without written permission from the Government representative. A fire alarm shutdown permit will be required during change out.

E. Conform to procedure applicable when any hazardous or contaminated materials are discovered.

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

G. Provide temporary barricades and other forms of protection as required to protect Government personnel and the general public from injury due to the work.

H. Provide protective measures as required to provide free and safe passage of Government personnel and the general public to and from occupied portions of the building.

I. Remove protections at the completion of work.

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

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K. Submit sketches of proposed scaffolding, if required. All scaffolding shall be inspected, approved, and tagged by AEDC Safety representative after it has been erected and prior to use.

L. Do not interrupt existing utilities or commence power outages without signed authorization from the Government representative.

M. Contractor shall give the Government 60 day notification of when work inside the facility is scheduled to start. The trailers (provided by the Contractor) shall be installed and ready for occupancy one week before the 60 day notice is given. During the 60 days the Government will remove chemicals and specialized equipment from the area and relocate equipment to the trailers. At this time, the Contractor shall move personal boxes and equipment as required. At the end of 60 days the Contractor may begin work inside the facility. The Contractor shall have 6 months from the end of the 60 day period to complete all work. After the completion of the final inspection of the facility HVAC and other work and any punch list items, the Government shall be given 60 days to relocate from the trailers back into the facility before the Contractor removes the trailers from AEDC.

1.8 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.

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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. 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.

1.9 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.

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1.10 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.

1.11 DISALLOWED PRODUCTS

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

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

1.13 ELIMINATION OF ODS CHEMICALS

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

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

1.14 SAFETY REQUIREMENTS:

A. All work shall be accomplished in compliance with AEDC Safety Standards A6 with supplement, B1, B2, D8, E18, F2, and F5A. Provide a safety and health program in compliance with CoE EM 385-1-1.

1.15 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA

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

1. Procedures:

a. The contractor shall furnish information on the hazardous materials he brings on AEDC property prior to beginning on-site work.

Hazardous materials may include solvents, paints, adhesives, acids, or any other substance which could be included within the definitions in paragraph 2.

b. The information required is:

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

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

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

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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 (931-454-3628) 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.

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, 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, catalog cuts, standard wiring diagrams, and standard product operating and maintenance manuals.

C. 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.

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.

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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. Furnish one reproducible and four copies.

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

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

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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. Furnish three copies of such reports.

2. Record drawings.

3. Operating and maintenance data. Furnish three bound copies 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 1.7A Outage Request X 3 01 10 00 para 1.7K Proposed Scaffolding X 4 01 10 00 para 1.8B Existing Conditions Report Which could be

Construed as Damage Resulting from Work X

5 01 10 00 para 1.9.A Asbestos Locations X 6 01 10 00 para 1.10.A Forms GC-565 and GC-1337 X 7 01 10 00 para 1.11.A Disallowed Products Locations X 8 01 10 00 para 1.14.A Safety and Health Plan X 9 01 10 00 para 1.15.A.1.a Hazardous Material Info X

10 01 50 00 para 1.4A Manufacturer’s Information X 11 01 50 00 para 1.3B Drawings X 12 02 08 50 para 1.4A Employee Certification X 13 02 08 50 para 1.4B Training and Medical Certification X 14 02 08 50 para 1.4C Notice of Violation X 15 02 08 50 para 1.4D Environmental, Health, and Safety Plan X 16 02 08 50 para 1.4E Training and Hazard Communications

Certification X

17 02 08 50 para 1.4F Product List X 18 02 08 50 para 1.4G Lead Abatement Plan X 19 02 08 50 para 1.4H Air and Substrate Sampling Reports X 20 02 08 50 para 1.4I Testing Laboratories’ Certifications X 21 02 08 50 para 1.4J Air Monitoring Results X 22 02 08 50 para 1.4K Equipment List X 23 02 08 50 para 1.4L Rental Equipment List X 24 02 08 50 para 1.4M Shower Water Test Results X 25 02 41 19 para 1.4A Demolition Plan X 26 02 41 26 para 1.2A Demolition Plan X 27 02 41 26 para 1.2B Project Record Documents X

Table I. Required submittal list - continued

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No. Section Reference Submittal Description App Info 28 03 20 00 para 1.3A Shop Drawings X 29 03 20 00 para 1.3B Welder’s Certificates X 30 03 20 00 para 1.3C Manufacturer’s Certificates X 31 03 30 00 para 1.3A Product Data X 32 03 30 00 para 1.3B Design Data X 33 03 30 00 para 1.3C Slump Test Reports X 34 03 30 00 para 1.3D Compression Test Reports X 35 03 30 00 para 1.3E Product Data X 36 03 30 00 para 1.3F Project Record Documents X 37 05 50 00 para 1.3A Shop Drawings X 38 05 50 00 para 1.3B Weld Connections X 39 05 50 00 para 1.3C Welders Certification and Weld Procedure

Qualifications X

40 07 84 00 para 1.3A Manufacturer’s Installation Instructions X 41 07 84 00 para 1.3B Product Data X 42 08 91 00 para 1.4A Shop Drawings X 43 08 91 00 para 1.4B Product Data X 44 08 91 00 para 1.4C Samples X 45 08 91 00 para 1.4D Manufacturer’s Certificate X 46 08 91 00 para 1.4E Warranty X 47 09 51 23 para 1.3A Product Data X 48 09 51 23 para 1.3B Samples X 49 09 90 00 para 1.3A Product Data X 50 09 90 00 para 1.3B Samples X 51 11 53 00 para 1.4A Product Data X 52 11 53 00 para 1.4B Shop Drawings X 53 11 53 00 para 1.4C Samples for Initial Selection X 54 11 53 00 para 1.4D Samples for Verification X 55 11 53 00 para 1.4E Product Test Reports X 56 22 05 03 para 1.3A Product Data X 57 22 05 03 para 1.3B Manufacturer’s Installation Instructions X 58 22 05 03 para 1.3C Operation and Maintenance Data X 59 22 05 03 para 1.3D Hydrostatic Test Report X 60 22 13 00 para 1.3A Product Data X 61 22 60 15 para 1.4A Test Reports and Certificates X 62 22 60 15 para 1.4B Manufacturer’s Instructions and Data X 63 22 60 15 para 1.4C Project Record Documents X 64 22 60 15 para 1.4D Shop Drawings, Design Documentation, and Calculations X

65 22 60 15 para 1.4E Product Data X 66 23 05 48 para 1.4A Shop Drawings X 67 23 05 48 para 1.4B Product Data X 68 23 05 48 para 1.4C Manufacturer’s Installation Instructions X

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No. Section Reference Submittal Description App Info 69 23 05 48 para 1.4D Manufacturer’s Certificate X 70 23 05 48 para 1.4E Actual Hanger Location X 71 23 05 53 para 1.4A Nameplate and Tags Sample X 72 23 05 93 para 1.4A Testing, Adjusting, and Balancing Reports X 73 23 05 93 para 1.4B Adjusting And Balancing Agency X 74 23 05 93 para 1.4C Test Reports X 75 23 05 93 para 1.4D Project Record Documents X 76 23 07 00 para 1.3A Product Data X 77 23 07 00 para 1.3B Manufacturer’s Installation Instructions X 78 23 07 50 para 1.3A Product Data X 79 23 07 50 para 1.3B Manufacturer’s Instructions X 80 23 09 23 para 1.2A Manufacturer’s Literature X 81 23 09 23 para 1.2B Shop Drawings X 82 23 09 23 para 1.2C Test Data X 83 23 09 23 para 1.2D Graphic Page Files X 84 23 09 23 para 1.2E Manufacturer’s Warranty X 85 23 21 13 para 1.5A Welders’ Certification and Weld Procedures

Qualifications X

86 23 21 13 para 1.5B Hydrostatic Pressure Test Report X 87 23 21 13 para 1.5C Product Data X 88 23 21 16 para 1.5A Product Data X 89 23 21 23 para 1.3A Product Data X 90 23 21 23 para 1.3B Millwright’s Certificate X 91 23 21 23 para 1.3C Operation and Maintenance Manuals X 92 23 21 23 para 1.3D Manufacturer’s Warranty X 93 23 22 13 para 1.5A Welders’ Certification and Weld Procedures

Qualifications X

94 23 22 13 para 1.5B Hydrostatic Pressure Test Report X 95 23 22 13 para 1.5C Product Data & Manufacturer’s Catalog

Information X

96 23 22 23 para 1.4A Product Data X 97 23 22 23 para 1.4B Certified Pump Curves X 98 23 22 23 para 1.4C Inspections or Test Reports X 99 23 22 23 para 1.4D Operation and Maintenance Manuals X

100 23 22 23 para 1.4E Warranty X 101 23 31 00 para 1.3A Product Data X 102 23 34 00 para 1.2A Product Data X 103 23 34 00 para 1.2B Manufacturer’s Installation Instructions X 104 23 34 00 para 1.2C Manufacturer’s Certificate X 105 23 34 00 para 1.2D Operation & Maintenance Data X 106 23 34 00 para 1.2E Warranty X 107 23 36 00 para 1.4A Product Data X 108 23 36 00 para 1.4B Manufacturer’s Installation Instructions X

ANZY020011 01 33 00-6

No. Section Reference Submittal Description App Info 109 23 36 00 para 1.4C Manufacturer’s Warranty X 110 23 37 00 para 1.2A Product Data X 111 23 57 00 para 1.3A Shop Drawings X 112 23 57 00 para 1.3B Product Data X 113 23 57 00 para 1.3C Manufacturer’s Installation Instructions X 114 23 57 00 para 1.3D Test Reports X 115 23 57 00 para 1.3E Operation and Maintenance Data X 116 23 57 00 para 1.3F Manufacturer’s Warranty X 117 23 64 12 para 1.3A Shop Drawings X 118 23 64 12 para 1.3B Product Data X 119 23 64 12 para 1.3C Written Certification X 120 23 64 12 para 1.3D Manufacturer’s Installation Instructions X 121 23 64 12 para 1.3E Warranty X 122 23 64 12 para 1.3F Performance Data X 123 23 64 12 para 1.3G Operation and Maintenance Data X 124 23 64 12 para 1.3H Factory Testing and Inspection Certification X 125 23 74 13 para 1.4A Product Data X 126 23 74 13 para 1.4B Manufacturer’s Installation Instructions X 127 23 74 13 para 1.4C Maintenance Data X 128 23 74 13 para 1.4D Manufacturer’s Warranty X 129 26 05 13 para 1.3A Product Data X 130 26 05 19 para 1.3A Product Data X 131 26 05 26 para 1.6A Record Drawings X 132 26 05 26 para 1.6B Test Reports X 133 26 05 26 para 1.6C Equipment Calibration Data X 134 26 12 00 para 1.3A Shop Drawings X 135 26 12 00 para 1.3B Product Data X 136 26 12 00 para 1.3C Test Reports X 137 26 12 01 para 1.3A Transformer Data X 138 26 12 01 para 1.3B Manufacturer’s Installation Instructions X 139 26 12 01 para 1.3C Operation and Maintenance Data X 140 26 12 01 para 1.3D Liquid Dielectric Test Report X 141 26 24 16 para 1.4A Product Data X 142 26 24 16 para 1.4B Panelboard Descriptive Literature X 143 26 24 19 para 1.3A Equipment/Material List X 144 26 24 19 para 1.3B Manufacturer’s Descriptive Literature X 145 26 27 26 para 1.4A Equipment/Material List X 146 26 27 26 para 1.4B Manufacturer’s Descriptive Literature X 147 26 28 19 para 1.3A Product Data X 148 26 28 23 para 1.3A Equipment/Material List X 149 26 28 23 para 1.3B Manufacturer’s Descriptive Literature X 150 26 51 00 para 1.5A Equipment/Material List X 151 26 51 00 para 1.5B Manufacturer’s Descriptive Literature X

ANZY020011 01 33 00-7

No. Section Reference Submittal Description App Info 152 27 13 43 para 1.4A Product Data X 153 27 13 43 para 1.4B Test Reports X 154 27 13 43 para 1.4C As-Built Drawings X 155 28 31 00 para 1.4A Shop Drawings X 156 28 31 00 para 1.4B Catalog Cut Sheet X 157 28 31 00 para 1.4C Itemized Sequence of Operation X 158 28 31 00 para 1.4D Operation and Maintenance Manuals X 159 28 31 00 para 1.4E Fire Alarm System Test Reports X 160 28 31 00 para 1.4F Approved Fire Alarm Submittals X 161 28 31 00 para 1.4G Drawings X 162 33 71 26 para 1.3A Manufacturer’s Descriptive Literature X 163 33 71 26 para 1.3B Equipment/Material List X 164 33 71 26 para 1.3C Field Test Plan X

Table I. Required submittal list – Complete.

ANZY020011 01 45 00-1

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 with Supplement User and Subcontractor Safety (Mandatory Documents/Submittals), 2008.

b. A9 Hazard Communications, 2007.

c. B1 Master Work Permit, 2008.

d. B2 Lockout/Tagout (LOTO), 2008.

e. D2 High-Pressure Vessels & Systems, 2008.

f. D3 Identification of Piping Systems, 2007.

g. D4 Compressed Gas Cylinders, 2008.

h. D8 Portable Power Tools, 2007.

i. E17 Oil and Hazardous Substances Spill Response, 2008.

j. E18 Managing Waste Containing Chemical or

Petroleum Products, 2008.

k. E19 Lead and Heavy Metals, 2008.

l. F2 Personal Protection Equipment (PPE), 2008.

m. F5 Annex A Hazardous Noise and Hearing Conservation

(NRR Method for Estimating the Adequacy of Hearing Protector Attenuation), 2008.

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

2. Air Force Federal Acquisition Regulation (AFFARS):

a. 5352.223-9000 Elimination of Use of Class I Ozone Depleting

Substances (ODS), April 2003.

3. Americans with Disabilities Act of 1990.

4. Code of Federal Regulations:

a. 16 CFR 1201 Safety Standard for Architectural Glazing Materials, 2008.

b. 29 CFR 1910.134 Respiratory Protection, 2008.

c. 29 CFR 1910.1200 Hazard Communication, 2008.

d. 29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists, 2008.

e. 29 CFR 1926.57 Ventilation, 2008.

f. 29 CFR 1926.62 Lead Standard, 2008.

g. 29 CFR 1926.1101 Asbestos, 2008.

ANZY020011 01 45 00-2

h. 40 CFR 260 Hazardous Waste Management Systems:

General, 2008.

i. 40 CFR 261 Identification and Listing of Hazardous Wastes, 2008.

j. 40 CFR 262 Generators of Hazardous Waste, 2008.

k. 40 CFR 370 EPA Hazardous Chemical Reporting and

Community Right to Know Requirement, 2008.

l. 49 CFR 172 Department of Transportation (DOT)

Regulations for Use of Hazardous Materials Tables and for Communication, 2008.

m. 49 CFR 178 DOT Specifications for Packaging, 2008.

5. Defense Supply Center Richmond.

a. MIL-W-83420D-3 Wire Rope, Flexible, for aircraft Control, 2005.

6. Environmental Protection Agency Document:

a. EPA SW-846 Proposed Sampling and Analytical Methodologies for Additions to Test Methods for Evaluating Solid Waste: Physical/Chemical Methods, 2004.

7. U. S. Army Corp of Engineers:

a. CoE EM 385-1-1 Safety and Health Requirements, 2003.

B. Non-Government documents:

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

a. AHRI 410-02 Forced-Circulation Air-Cooling and Air-Heating Coils.

b. AHRI 430-99 Central-Station Air-Handling Units.

c. AHRI 550-03 Water Chilling Packages Using the Vapor

Compression Cycle.

2. Air Movement and Control Association, Inc.:

a. AMCA 99-03 Standards Handbook.

b. AMCA 500-L-99 Laboratory Methods of Testing Louvers for

Rating.

3. Associated Air Balancing Council:

a. AABC MN 1-02 National Standards.

4. American Concrete Institute:

a. ACI 301-08 Specifications for Structural Concrete.

b. ACI 304.1R-05 Guide for the Use of Preplaced Aggregate

Concrete for Structural and Mass Applications.

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

d. ACI 306.1-02 Standard Specification for Cold Weather

Concreting.

e. ACI 308R-08 Guide to Curing Concrete.

f. ACI 318-08 Building Code Requirements for Structural

Concrete.

g. ACI 530/530.1-08 Building Code Requirements and Specification for Masonry Structures.

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

ANZY020011 01 45 00-3

5. American Industrial Hygiene Association:

a. AIHA Z9.2-06 Fundamentals Governing the Design and

Operation of Local Exhaust Ventilation Systems.

6. American National Standards Institute:

a. ANSI Z97.1-04 Safety Glazing Materials Used in Buildings –

Safety Performance Specifications and Methods of Test.

7. American Society of Heating, Refrigerating and Air-Conditioning Engineers:

a. ASHRAE 15 & 34-07 Standard 15: Refrigeration Systems and

Standard 34: Designations and Safety Classifications of Refrigerants.

b. ASHRAE 62.1-07 Ventilation for Acceptable Indoor Air Quality.

c. ASHRAE 110-95 Method of Testing Performance of Laboratory

Fume Hoods.

8. American Society of Mechanical Engineers:

a. ASME B16.9-07 Factory-Made Wrought Steel Buttwelding Fittings.

b. ASME B16.11-05 Forged Fittings, Socket-Welding and Threaded.

c. ASME B16.3-06 Malleable Iron Threaded Fittings Classes 150 and 300.

d. ASME B16.18-05 Cast Copper Alloy Solder Joint Pressure

Fittings.

e. ASME B16.22-05 Wrought Copper and Copper Alloy Solder Joint

Pressure Fittings.

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

Tubes.

g. ASME B16.39-06 Malleable Iron Threaded Pipe Unions Classes

150, 250, and 300.

h. ASME B31.1-07 Power Piping.

i. ASME B31.3-08 Process Piping.

j. ASME B31.9-08 Building Services Piping.

k. ASME B40.100-05 Pressure Gauges and Gauge Attachments.

l. ASME SEC II-C-08 B&PVC, Welding Rods, Electrodes, and Filler

Metals.

m. ASME SEC VIII-D1-08 B&PVC - Rules for Construction of Pressure

Vessels Non-Interfiled.

n. ASME SEC IX-08 B&PVC - Welding and Brazing Procedures, Welders, Brazers, and Welding and Brazing Operators-Non-Interfiled.

9. ASTM International:

a. ASTM A36-08 Carbon Structural Steel.

b. ASTM A48-08 Gray Iron, Castings.

c. ASTM A53-07 Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

d. ASTM A108-07 Steel Bar, Carbon and Alloy, Cold-Finished.

ANZY020011 01 45 00-4

e. ASTM A123-08 Zinc (Hot-Dip Galvanized) Coatings On Iron and Steel Products.

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

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

h. ASTM A182-08 Standard Specification for Forged or Rolled Alloy and Stainless Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High- Temperature Service.

i. ASTM A197-07 Cupola Malleable Iron.

j. ASTM A234-07 Piping Fittings of Wrought Carbon Steel and

Alloy Steel for Moderate and High Temperature Service.

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

l. ASTM A312-08 Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes.

m. ASTM A403-07 Wrought Austenitic Stainless Steel Piping Fittings.

n. ASTM A450-07 General Requirements for Carbon and Low Alloy Steel Tubes.

o. ASTM A500-07 Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

p. ASTM A516-06 Pressure Vessel Plates, Carbon Steel for Moderate- and Low-Temperature Service.

q. ASTM A575-07 Steel Bars, Carbon, Merchant Quality, M- Grades.

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

s. ASTM A615-08 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

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

u. ASTM B3-07 Soft or Annealed Copper Wire.

v. ASTM B8-04 Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft.

w. ASTM B32-08 Solder Metal.

x. ASTM B42-02 Seamless Copper Pipe, Standard Sizes.

y. ASTM B75-02 Seamless Copper Tube.

z. ASTM B88-03 Seamless Copper Water Tube.

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

bb. ASTM B209-07 Aluminum and Aluminum-Alloy Sheet and Plate.

cc. ASTM B221-08 Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.

dd. ASTM C33-08 Standard Specification for Concrete

Aggregates.

ANZY020011 01 45 00-5

ee. ASTM C39-05 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

ff. ASTM C94-07 Standard Specification for Ready-Mixed Concrete.

gg. ASTM C150-07 Standard Specification for Portland Cement.

hh. ASTM C177-04 Steady-State Heat Flux Measurements and

Thermal Transmission Properties by Means of the Guarded Hot Plate Apparatus.

ii. ASTM C260-06 Standard Specification for Air-Entraining Admixtures for Concrete.

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

kk. ASTM C518-04 Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus.

ll. ASTM C534-08 Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form.

mm. ASTM C552-07 Cellular Glass Thermal Insulation.

nn. ASTM C553-08 Mineral Fiber Blanket Thermal Insulation for

Commercial and Industrial Applications.

oo. ASTM C635-07 Manufacture, Performance, and Testing of

Metal Suspension Systems or Acoustical Tile and Lay-in Panel Ceilings.

pp. ASTM C636-08 Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels.

qq. ASTM C921-03 Properties of Jacketing Materials for Thermal Insulation.

rr. ASTM C1107-08 Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink).

ss. ASTM D16-08 Standard Terminology for Paint, Related Coatings, Materials, and Applications.

tt. ASTM D877-07 Dielectric Breakdown Voltage of Insulating Liquids Using Disk Electrodes.

uu. ASTM D1056-07 Flexible Cellular Materials-Sponge or Expanded Rubber.

vv. ASTM D1654-08 Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.

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

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

yy. ASTM D2466-061 Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40.

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

aaa. ASTM D2609-08 Plastic Insert Fittings for Polyethylene (PE) Plastic Pipe.

ANZY020011 01 45 00-6

bbb. ASTM D2665-08 Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings.

ccc. ASTM D2729-03 Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings.

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

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

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

ggg. ASTM E1-07 ASTM Liquid-in-Glass Thermometers.

hhh. ASTM E77-03 Inspection and Verification of Thermometers.

iii. ASTM E84-09 Surface Burning Characteristics of Building

Materials.

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

kkk. ASTM E119-08 Fire Tests of Building Construction and

Materials.

lll. ASTM E1264-08 Acoustical Ceiling Products.

mmm. ASTM F437-06 Threaded Chlorinated Poly (Vinyl Chloride)

(CPVC) Plastic Pipe Fittings, Schedule 80.

nnn. ASTM F441-08 Chlorinated Poly (Vinyl Chloride) (CPVC)

Plastic Pipe, Schedules 40 and 80.

ooo. ASTM F477-08 Elastomeric Seals (Gaskets) for Joining Plastic

Pipe.

ppp. ASTM F493-04 Solvent Cements for Chlorinated Poly (Vinyl

Chloride) (CPVC) Plastic Pipe and Fittings.

qqq. ASTM F1281-07 Crosslinked

Polyethylene/Aluminum/Crosslinked Polyethylene (PEX-AL-PEX) Pressure Pipe.

rrr. ASTM G85-02 Modified Salt Spray (Fog) Testing.

10. American Water Works Association:

a. AWWA C651-05 Disinfecting Water Mains.

11. American Welding Society, Inc.:

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

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

c. AWS D1.1-08 Structural Welding Code - Steel.

d. AWS Z49.1-05 Safety in Welding,…