Bldg100_Fire_suppression_specifications.pdf

SPEC NO. 080064-11-001

08 October 2012

CONSTRUCTION SPECIFICATION

TO

REPAIR FIRE PROTECTION

BUILDING 100

ANZY080064

ARNOLD ENGINEERING DEVELOPMENT CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT SENSITIVE

SPEC NO. 080064-11-001

08 October 2012

CONSTRUCTION SPECIFICATION

TO

REPAIR FIRE PROTECTION

BUILDING 100

ANZY080064

ARNOLD ENGINEERING DEVELOPMENT CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT SENSITIVE

INDEX - 1

INDEX

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 Summary 01 12 00 Coordination 01 33 00 Submittal Procedures 01 45 00 Codes and Standards

DIVISION 02 EXISTING CONDITIONS

02 08 00 Asbestos Removal 02 08 05 Lead Removal

DIVISIONS 3-20 NOT USED

DIVISION 21 FIRE SUPPRESSION

21 05 00 Common Work Results for Fire Suppression 21 05 80 Sprinkler Hangers Support 21 10 00 Water Based Fire Suppression Systems

DIVISION 22 PLUMBING

NOT USED

DIVISION 23 HVAC

23 05 00 HVAC Common Work 23 05 13 HVAC Motors 23 05 93 Testing Adjusting and Balancing 23 07 00 HVAC Insulation 23 38 13 Commercial Kitchen Hoods 23 51 00 HVAC Breechings

DIVISION 24-25 NOT USED

DIVISION 26 ELECTRICAL

26 00 10 General Conditions Electrical 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 Systems 26 05 33 Raceways and Boxes for Electrical Systems

INDEX - 2

26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling

26 05 53 Identification for Electrical Systems 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers

DIVISION 27 COMMUNICATIONS

NOT USED

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 31 11 Digital, Addressable Fire Alarm System

DIVISIONS 29-48 NOT USED

01 10 00-1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.01 The work consists of updates to the existing fire protection system in the A&E Building

100. Updates include the sprinkler system at various locations throughout the building, the hood system in the kitchen and the building fire alarm system.

1.02 DEFINITIONS

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

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

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

3. Provide. The term "provide" means "provide complete in place"; that is, "furnish and install.”

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

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

6. Recovered material (from FAR clause 52.223-9): waste materials and by-products recovered or diverted from solid waste. The term does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

1.03 CODES AND STANDARDS

A. AEDC Safety Standard*:

1. A6 with Supplement User and Subcontractor Safety (Mandatory

Documents/Submittals), latest revision.

2. A10 Job Safety Analysis, latest revision.

3. B1 Master Work Permit, latest revision.

4. B2 Lockout/Tagout (LOTO), latest revision.

5. B3 Control of Hazardous Areas Using Safety Signs, Tags, and Barricades, latest revision.

6. B5 Confined Spaces, latest revision.

7. B6 Low Voltage Electrical Safety Related Work Practices, latest revision.

8. D6 Aerial Work Platforms, latest revision.

9. D8 Portable Power Tools, latest revision.

10. D9 Fixed and Portable Ladders, latest revision.

11. E18 Managing Wastes Containing Chemical or Petroleum Products, latest revision.

12. E19 Lead and Heavy Metals, latest revision.

13. F2 Personal Protection Equipment (PPE), latest revision.

14. F6 Fall Protection, latest revision.

01 10 00-2

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

B. Air Force Federal Acquisition Regulation:

1. AFFARS 52.223-9 Estimate of Percentage of Recovered Material Content for EPA-Designated Items, latest revision.

2. AFFARS 5352.223-9000 Elimination of Use of Class I Ozone Depleting substances (ODS), latest revision.

C. Code of Federal Regulations (CFR):

1. 29 CFR 1926.1101 Asbestos, latest revision.

2. 40 CFR 261 Identification and Listing of Hazardous Waste, latest revision.

3. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to

Know Requirement, latest revision.

1.04 JOB CONDITIONS

A. Plan and execute this project in a manner to minimize downtime. Schedule all work in advance with the Government Representative.

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

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

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

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

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

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

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

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

J. Remove protections at the completion of work.

K. Do not close, block, or otherwise obstruct streets, walks, or other occupied or used facilities without written permission from the Government Representative.

01 10 00-3

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

M. Verify lighting circuits are as indicated on the drawings. Mark up the drawings to show any changes.

N. Submit record as-built drawings.

1.05 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 Government Representative listing existing conditions which could be construed as damage resulting from the work. The Government Representative may also photograph or video tape areas or improvements susceptible to damage to document conditions prior to the start of work.

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

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

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

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

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

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

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

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

01 10 00-4

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

L. Maintain personnel and vehicular access and existing utilities to all buildings and other structures during the course of the work. Any changes or interruptions shall be coordinated and approved by the Government Representative well in advance.

Temporary protections or services may be required as a condition of approval of any such change or interruption.

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

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

1.06 SAFETY REQUIREMENTS:

A. All work shall be accomplished in compliance with AEDC Safety Standards A6 with supplement, A10, B1, B2, B3, B6, D6, D8, D9, E18, E19, F2, and F6. Submit a safety and health plan in accordance with AEDC Safety Standard A6.

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

1.08 EPA-DESIGNATED ITEMS

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

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

2. Submit this estimate to the Government Representative.

1.09 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 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 Government Representative. If no substitutes for products containing the listed materials are available, and the Government Representative

01 10 00-5 approves the use of products containing the listed materials, highlight and detail their exact location on the drawings.

1.11 ASBESTOS PRODUCTS

A. Do not use products or materials that contain asbestos on this project except as expressly authorized by the Government Representative. If no substitutes for asbestos products are available, and the Government Representative 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.

1.12 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.

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

b. The information required is:

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

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

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

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

5) Where the product Material Safety Data Sheets (MSDS) will be maintained.

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

d. The Contractor shall coordinate with the Government Representative and the

Hazardous Waste Operations Group (454-3628) if any hazardous waste is to be generated.

2. Definitions

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

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

01 10 00-6

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 PROPRIETARY AND BRAND NAMES

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

END OF SECTION

01 12 00-1

SECTION 01 12 00

COORDINATION

PART 1 GENERAL

1.01 PROJECT COORDINATION

A. The Contractor shall coordinate his actions with the Government Representative as specified in the Contract Documents.

1.02 COORDINATION OF WORK OF SUBCONTRACTORS

A. It is the responsibility of the Contractor to coordinate the work of his subcontractors. To this end, the Contractor shall require the subcontractors examine and familiarize themselves with the project drawings and they are to frequently consult with each other and all other trades so that the work can be properly coordinated.

B. The Contractor shall carefully check the work of his subcontractor in order to deliver to the Government the contract work complete and properly installed in conformance with the Contract requirements.

1.03 CUTTING AND PATCHING

A. It is the intention of the Contract that conduit, sleeves, thimbles, and chases for the mechanical, plumbing, and electrical work be installed in new concrete, masonry or stud wall work as the work progresses. The mechanical, plumbing, and electrical subcontractors shall respectively install the required conduit, sleeves and thimbles in concrete forms and in masonry work, and shall inform the Contractor of the size and location of any required chases to be formed in the concrete and masonry work. If this procedure is not followed, the mechanical, plumbing, and electrical subcontractors shall do all cutting of new concrete and masonry work required to install their work.

B. Cutting of new work shall be held to the minimum necessary and shall be done neatly.

The Contractor shall be responsible for the proper patching and finishing of all cut work whether or not cut by his own workmen or by subcontractors.

C. Furr out walls or ceilings where necessary for the new work. Consult with the Government Representative about any furr outs not shown on the drawings to keep furr outs to a minimum.

D. All temporary shoring and bracing required during the cutting of openings in the existing structure shall be the responsibility of the Contractor.

1.04 JOB SITE ADMINISTRATION

A. The Contractor shall give his personal superintendence to the work at all times or have a competent superintendent on the job at all times during the execution of the work, with authority to act for him. A competent superintendent shall not be replaced during the execution of the work except for acceptable reasons. Any change in superintendence shall require written approval by the Government Representative. The superintendent shall remain on the project until all work has been completed, including the Final Check List Items.

01 33 00 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

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

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

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

1.02 SUBMITTAL PROCEDURE

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

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

C. Risk: Do not proceed with the part of the work covered by an item submittal including purchasing, fabricating, and delivering until approval is received.

Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection. Any fabrication or other work performed in advance of the receipt of accepted item submittals and approvals shall be entirely at the Contractor’s risk and expense.

D. Transmittal Timing: Coordinate the preparation and processing of item submittals with the performance of the work. Prepare and transmit each item submittal to the Government Representative sufficiently in advance of the performance of related work and other applicable activities. Transmit related item submittals for the same unit of work so that processing will not be delayed by the Government's

01 33 00 - 2 need to review submittals concurrently for coordination. No delay damages or time extensions will be allowed for time lost in late submittals.

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

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

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

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

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

J. Deviations: Should any item submittals required by the contract documents show deviations from the contract requirement, the Contractor shall make specific mention of such deviations in the letter of transmittal, including stating cost effects, and product and system limitations which may adversely affect the work, in order that if acceptable, suitable action may be taken for proper adjustment of the contract; otherwise the Contractor will not be relieved of the responsibility for executing the work in accordance with the contract documents and the approved submittals. Contractor shall clearly mark the proposed variation in all documentation and specifically point out deviations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government. Deviations from contract requirements require Government approval and will only be considered when advantageous to the Government.

When proposing deviations, deliver written request to the Government Representative, with documentation of the nature and features of the deviation

01 33 00 - 3 and why the deviation is desirable and beneficial to the Government. If lower cost is a benefit, include an estimate of the cost savings. In addition to documentation required for deviation, include the submittal information required for the item.

Allow an additional 14 calendar days beyond normal submittal review period for consideration by the Government of submittals with deviations.

K. Approved Submittals: The part of the work covered by the approved item submittal may proceed provided it complies with the requirements of the contract documents. Final acceptance will depend upon that compliance. The term “Approved” shall only indicate that there is no exception taken to the submittal.

Approval of the item submittal shall not be construed as a complete check, and indicates only that the general method or other information appears to meet the contract requirements. Approval does not relieve the Contractor of the responsibility for any error which may exist. After item submittals have been approved by the Government Representative, no resubmittal for the purpose of substituting materials or equipment, or changes to any other information will be considered unless accompanied by an explanation of why a substitution or change is necessary.

L. Disapproved Submittals: Contractor shall correct disapproved item submittals and resubmit for approval within timeframe noted. If no date is given, Contractor shall submit corrected submittal within 14 calendar days. If the Contractor considers any correction or notation on the returned submittal to constitute a change to the contract drawings, specification, or statement of work the Contractor shall notify the Government Representative.

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

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

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

A. Preparation

1. Submittals shall be submitted in electronic (.pdf) format and one hard copy for Mechanical and Electrical divisions. Notification shall be sent to the Government Representative and A/E that the submittals are posted to a location making them ready for review. Minor exceptions to this are allowed for submittals requiring large format reproduction.

2. Comments or other actions shall be posted back to this same location.

01 33 00 - 4

B. Shop Drawings: These are technical drawings and data specially prepared for this contract including fabrication and installation drawings, setting and seaming diagrams, and coordination drawings (for use on-site). Shop drawings include drawings, diagrams and schedules specifically prepared to illustrate some portion of the work, diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project, or drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated. Information required on shop drawings includes dimensions, identification of specific products and materials which are included in the work, compliance with specified standards, and notations of coordination requirements with other work. Provide special notations of dimensions that have been established by field measurements. Highlight, encircle, or otherwise indicate deviations from the contract documents on the shop drawings.

C. Product Data: This data includes standard printed information on manufactured products that has not been specially prepared for this contract, including manufacturers' product specifications illustrating size, physical appearance and other characteristics of materials, installation instructions, standard color charts, catalog cuts, illustrations, schedules, standard wiring diagrams, standard product operating and maintenance manuals, and samples of warranty language when the contract requires extended product warranties. General information required specifically as product data includes manufacturers' standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product, or system with other work.

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

E. Design Data: Design data includes design calculations, mix designs, analyses or other data pertaining to a part of work. Refer to individual sections of the

01 33 00 - 5 specification or statement of work for required quantities, formats, and signatures or certifications required.

F. Test Plans and Reports: Test plans shall include planned testing, including a description of the test, equipment and supplies needed, and step-by-step notation of test activities and tasks. Test reports include reports signed by an authorized official of a testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with the specified requirements. Testing shall have been within three years of date of contract award for the project. Reports also include findings of tests required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to the job site, findings of tests made at the job site or on a sample taken from the job site, investigation reports, daily logs and checklists, and final acceptance test and operational test procedures.

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

Examples include confined space entry permits, and text of posted operating instructions. Certificates shall be dated after award of the project contract and clearly name the project.

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

I. Manufacturer’s Field Reports: Documentation of the testing and verification actions taken by a manufacturer’s representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with the manufacturer’s standards or instructions. The documentation shall be signed by an authorized official of a testing laboratory or agency and shall state the test results, and indicate whether the material, product, or system has passed or failed the test.

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

K. Final Design Drawings and Documentation: Final design documentation including drawings, specifications, estimates, and other required deliverables. Electronic

01 33 00 - 6 documentation submitted shall include every associated component file of drawings and other documentation, including raster images, jpeg, tiff, Excel, and any related items required to view, modify, or manipulate the electronic files.

Furnish a CD-ROM of all final design documentation, and drawings in AutoCAD 2005 format or later, to the Government Representative for approval prior to applying for final payment.

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

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

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

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

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

4. Keys and other security protection devices.

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

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

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

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

9. Contractor safety and work plans and schedules.

10. Warranties.

1.04 REQUIRED SUBMITTALS

No. Section Reference Description Due 1 01 10 00 para 1.04D Outage Request 2 weeks prior to outage 2 01 10 00 para 1.04M Proposed Scaffolding Before beginning work 3 01 10 00 para 1.04O Record As-Built Drawings Before final inspection

4 01 10 00 para 1.05B

Existing Conditions Report Which could be Construed as Damage Resulting from Work

Before beginning work

5 01 10 00 para 1.06A Safety and Health Plan 10 days after contract award

01 33 00 - 7

No. Section Reference Description Due

6 01 10 00 para 1.08.A.2 Percentage of Recovered Material Content

Before final inspection

7 01 10 00 para 1.10A Disallowed Products Locations

Before final inspection

8 01 10 00 para 1.11A Asbestos Locations Before final inspection

9 01 10 00 para 1.12A Forms GC-565 and GC-

Before final inspection

01 10 00 para

1.13.A.1.a Hazardous Material Info

Before beginning on-site work

11 01 33 00 para 1.02B Summarized submittal listing with delivery dates

14 days after contract award

12 02 08 00 See para 1.3 for list of required submittals

Before beginning related on-site work

13 02 08 50 See para 1.4 for list of required submittals

Before beginning related on-site work

14 21 05 00 para 1.12 Shop Drawings Before beginning related on-site work 15 21 05 80 para 1.03A Product Data Before beginning related on-site work 16 21 10 00 para 1.05A Product Data Before beginning related on-site work 17 21 10 00 para 1.05B Shop Drawings Before beginning related on-site work

18 21 10 00 para 1.05C Approved Sprinkler Piping Drawings Before beginning related on-site work

19 21 10 00 para 1.05D Field Test Reports and Certificates

Before Final Inspection

20 21 10 00 para 1.05E Field Quality-Control test Reports

Before Final Inspection

21 21 10 00 para 3.08 As-Built Drawings Before Final Inspection 22 21 10 00 para 3.09B Test Reports Before Final Inspection 23 23 05 00 para 1.02A Mechanical Submittals Before beginning related on-site work 24 23 05 00 para 1.05 Record Drawings At Job Completion 25 23 07 00 para 1.02A Hvac Insulation Before beginning related on-site work

26 23 38 13 para 102a Kitchen Hood Fans and Fire Suppression

Before beginning related on-site work

27 23 51 00 para 1.02A Kitchen Hood Exhaust Duct

Before beginning related on-site work

28 26 05 19 para 1.4A Product Data Before beginning related on-site work 29 26 05 19 para 3.8B Field Quality Control Before Final Inspection 30 26 05 26 para 1.3A Product Data Before beginning related on-site work

31 26 05 26 para 1.4A Field Quality-Control Reports

Before Final Inspection

32 26 05 26 para 3.5C Field Quality Control Test & Inspection Reports

Before Final Inspection

26 05 26 para 3.5D Field Quality Control

Report of Ground Resistance

Before Final Inspection

34 26 05 29 para 1.5A Product Data Before beginning related on-site work 35 26 05 33 para 1.3A Product Data Before beginning related on-site work 36 26 05 44 para 1.3A Product Data Before beginning related on-site work 37 26 05 53 para 1.3 Product Data Before beginning related on-site work

01 33 00 - 8

No. Section Reference Description Due 38 26 28 13 para 1.03A Product Data Before beginning on-site work

39 26 28 13 para 1.04 Maintenance Material Submittals

Before Final Inspection

40 26 28 16 Product Data Shop Drawings

Before beginning related on-site work

41 28 31 11 para 1.6 Action Submittals: Product data and shop drawings Before beginning related on-site work

42 28 31 11 para 1.7 Informational submittals Before beginning related on-site work 43 28 31 11 para 1.8 Closeout submittals Before Final Inspection

44 28 31 11 para 1.9 Maintenace Material Submittals

Before Final Inspection

01 45 00-1

SECTION 01 45 00

Codes and Standards

PART 1 GENERAL

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

1.02 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, latest revision

b. A9 Hazard Communication, latest revision.

c. A10 Job Safety Analysis, latest revision.

d. B1 Master Work Permit, latest revision.

e. B2 Health & Environmental Standards and

Lockout/Tagout (LOTO) Standards, latest revision.

f. B3 Control of Hazardous Areas Using Safety signs, Tags, and Barricades, latest revision.

g. B5 Confined Spaces, latest revision.

h. D1 Powered Industrial Trucks, latest revision.

i. D5 Hoisting Devises, latest revision.

j. D6 Aerial Work Platforms, latest revision.

k. D8 Portable Power Tools, latest revision.

l. D9 Fixed and Portable Ladders, latest revision.

m. D10 Scaffolds, latest revision.

n. E6 Hazardous Materials Management, latest revision.

o. E7 Asbestos, latest revision.

p. E10 Fetal Protection, latest revision.

q. E17 Oil and Hazardous Substances Spill

Response, latest revision.

r. E18 Managing Waste Containing Chemical or

Petroleum Products, latest revision.

s. E19 Lead and Heavy Metals, latest revision.

t. F2 Personal Protection (PPE), latest revision.

u. F5 Hazardous Noise and Hearing

Conservation, latest revision.

v. F6 Fall Protection, latest revision.

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

2. Air Force Federal Acquisition Regulation (AFFARS):

01 45 00-2

a. AFFARS 52.223-9 Estimate of Percentage of Recovered Material Content for EPA-Designated Items, 2008.

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

3. Code of Federal Regulations:

a. 29 CFR 1910 Occupational Safety and Health Standards for General Industry

b. 29 CFR 1910.134 Respiratory Protection, 2010.

c. 29 CFR 1910.144

d. 29 CFR 1910.145

e. 29 CFR 1910.1200 Hazard Communication, 2010.

f. 29 CFR 1926 U.S. Occupational Safety and Health

Standards

g. 29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists, 2010.

h. 29 CFR 1926.57 Ventilation, 2010.

i. 29 CFR 1926.62 Lead Standard, 2010.

j. 29 CFR 1926.1101 Asbestos, 2010.

k. 32 CFR 85 Health Promotion

l. 40 CFR 260 Hazardous Waste Management Systems:

General, 2010.

m. 40 CFR 261 Identification and Listing of Hazardous

Wastes, 2010.

n. 40 CFR 262 Generators of Hazardous Waste, 2010.

o. 40 CFR 370 EPA Hazardous Chemical Reporting and

Community Right to Know Requirement, 2010.

p. 49 CFR 172 Department of Transportation (DOT) Regulations for Use of Hazardous Materials Tables and for Communication, 2010.

q. 49 CFR 178 DOT Specifications for Packaging, 2010.

4. 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, 2007.

5. Federal Register Part III Department of Justice, Office of the Attorney General, 28 CFR Part 36:

Nondiscrimination on the Basis of Disability by Public Accommodations and in Commercial Facilities, Final Rule

6. MIL-STD-101B Piping Identification

7. MIL-A-3316C Bonding Insulation

8. MIL-C-19565C Type II Insulation Materials

B. Non-Government documents:

1. ASSE 1005 Drain Valve

2. AFI 32-1065 Grounding Systems

01 45 00-3

3. Energy Policy Act

4. International Mechanical and Fire Protection Code

5. International Plumbing Code

6. International Building Code

7. MFMA-4 Steel Slotted Support Systems

8. National Electric Code

9. NECA 1 and 101 Hangers and Supports for Electrical

Equipment; Installation

10. NRTL

11. State Electric Code

12. NSF 14 Plastic Piping Systems Components and

Related Materials

13. NSF 61 Valve materials for potable-water service

14. MSS SP-58 Clamps for Steel Structural Elements

15. MSS SP-123 Cast Copper Alloy

16. Factory Mutual (FM)

17. ASCE 7 Minimum Design Loads for Building and

Other Structures

18. American Water Works Association (AWWA)

19. AWWA C651, C652 Flushing

20. ABA Architectural Barriers Act; as adopted by the

Deputy Secretary of Defense Memorandum dated October 31, 2008

21. SCAQMD 1168 South Coast Air Quality Management District Rule Number 1168

22. ANSI 13.1

23. ANSI A250.3 Test Procedure and Acceptance Criteria for

Factory-Applied Finish Painted Steel Surfaces for Steel Doors and Frames

24. ANSI A250.8 – SDI-100 Recommended Specifications for Standard Steel Doors and Frames

25. ANSI C80.1

26. ANSI C80.3

27. ANSI C80.6

28. ANSI Z124-6-5, 2, 1997 Stain Resistance

29. ANSI Z124.3 Wear and Cleanability

30. ANSI Z535.4 Safety Signs and Labels

31. Air Movement and Control Association, Inc.:

a. AMCA Certified Ratings Seal

b. AMCA 99-03 Standards Handbook.

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

Rating.

32. Associated Air Balancing Council:

a. AABC MN 1-02 National Standards.

33. American Industrial Hygiene Association:

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

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

01 45 00-4

a. ASHRAE 15-07 Refrigeration Systems.

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

c. ASHRAE/IESNA 90.1 or ASHRAE 90.2 - Insulation

d. ASHRAE 110-95 Method of Testing Performance of

Laboratory Fume Hoods.

35. American Society of Mechanical Engineers:

a. ASME A13.1 Piping Identification

b. ASME B16.1 Cast-Iron Threaded Flanges

c. ASME B16.10 Ferrous valve dimensions and design criteria

d. ASME B16.3 Malleable Iron Threaded Fittings Classes

150 and 300.

e. ASME B16.34 Ferrous valve dimensions and design criteria

f. ASME B16.4 Gray-Iron Threaded Fittings

g. ASME B16.45 / ASSE 1043 Stack Fittings

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

Fittings.

i. ASME B16.22-05 Wrought Copper and Copper Alloy Solder

Joint Pressure Fittings.

j. ASME B1.20.1 Factory-Threaded Pipe/Pipe Fittings

k. ASME B31.1 Power Piping.

l. ASME B31.3-06 Process Piping.

m. ASME B31.9 Building Services Piping.

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

o. ASME PTC 25.3 Relief Valve

p. ASME SEC II-C-07 B&PVC, Welding Rods, Electrodes, and

Filler Metals.

q. ASME SEC VIII-D1-07 B&PVC - Rules for Construction of Pressure

Vessels Non-Interfiled.

r. ASME SEC IX-07 B&PVC - Welding and Brazing Procedures, Welders, Brazers, and Welding and Brazing Operators-Non-Interfiled.

36. ASTM International:

a. ASTM 3029 Gardner Ball Drop

b. ASTM A36/A36M Carbon Structural Steel.

c. ASTM A48-03 Gray Iron, Castings.

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

e. ASTM A74 Pipe and Fittings

f. ASTM A106 Seamless Steel Pipe

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

h. ASTM A135 Grooved-End, Standard-Weight Steel Pipe

i. ASTM C138 Standard Test Method for Density, Yield and

Air Content of Concrete

j. ASTM A167-04 Standard Specification for Stainless and

Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip.

01 45 00-5

k. ASTM A234-07 Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service.

l. ASTM A240/A240M Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

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

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

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

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

q. ASTM A653/A653M Standard Specification for Steel Sheet, Zinc- Coated (Galvanized) or Zinc-Iron Alloy- Coated (Galvannealed) by the Hot-Dip Process

r. ASTM A733 Steel Threaded Pipe Nipples

s. ASTM A795 Grooved-End, Standard-Weight Steel Pipe

t. ASTM A865 Steel Threaded Couplings

u. ASTM A888 / CISPI 301 Pipe and Fittings

v. ASTM B3 Soft or Annealed Copper Wire.

w. ASTM B8 Concentric-Lay-Stranded Copper

Conductors, Hard, Medium-Hard, or Soft.

x. ASTM B29 Caulking Materials

y. ASTM B32 Solder Metal.

z. ASTM B33 Tinned Conductors

aa. ASTM C42/C42M Standard Test Method for Obtaining and

Testing Drilled Cores and Sawed Beams of Concrete

bb. ASTM B75-02 Seamless Copper Tube.

cc. ASTM B88 Seamless Copper Water Tube.

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

ee. ASTM B209 Aluminum and Aluminum-Alloy Sheet and

Plate.

ff. ASTM B221-06 Aluminum and Aluminum-Alloy Extruded

Bars, Rods, Wire, Profiles, and Tubes.

gg. ASTM B813 Water Flushable Flux

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

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

ii. ASTM C231 Standard Test Method for Air Content for

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

Pipe Insulation.

01 45 00-6

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

ll. ASTM C534-07 Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form.

mm. ASTM C537 Type 1 Calcium Silicale

nn. ASTM C541 Type 1 Grade A Factory applied ASJ-55C

oo. ASTM C552 Cellular Glass Thermal Insulation.

pp. ASTM C553-02 Mineral Fiber Blanket Thermal Insulation for

Commercial and Industrial Applications.

qq. ASTM C564 Rubber Gaskets

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

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

ss. ASTM C834 Standard Specification for Latex Sealants

tt. ASTM C871 Chloride Testing

uu. ASTM C920 Standard Specifications for Elastomeric

Joint Sealants

vv. ASTM C921 Properties of Jacketing Materials for

Thermal Insulation.

ww. ASTM C 1002 Standard Specification for Steel Self-

Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs

xx. ASTM C1136 ASJ Tape

yy. ASTM C1277 Shielded Couplings

zz. ASTM C1363 Standard Test Method for Thermal

Performance of Building Assemblies by Means of a Hot Box Apparatus aaa.