03_Section 2 - General Tech Specs.pdf

SECTION 2

DESIGN-BUILD REQUEST FOR PROPOSAL

GENERAL REQUIREMENTS &

PERFORMANCE TECHNICAL SPECIFICATIONS SECTION 2

CONSTRUCT UAS DINING FACILITY, CREECH AFB, NV FINAL

PROJECT NUMBER: LKTC093103

PROJECT TABLE OF CONTENTS Page 1

7 NOVEMBER 2008

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

01040 LAYOUT AND COORDINATION

01 10 10 SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

01 10 11 FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS

01 10 12 DESIGN AFTER AWARD

01 11 00 SUMMARY OF WORK

01 12 05 INTERFACE WITH OTHER WORK

01 31 19.00 40 PROJECT MEETINGS

01 32 01.00 10 PROJECT SCHEDULE

01 32 02 SCHEDULING SYSTEM STANDARD DATA EXCHANGE FORMAT

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED (™) DOCUMENTATION

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 50 02.00 10 TEMPORARY CONSTRUCTION FACILITIES

01 50 05 GENERAL REQUIREMENTS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23.00 10 STORM WATER POLLUTION PREVENTION MEASURES

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED/RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 77 00.00 20 CLOSEOUT PROCEDURES

01 78 02.00 10 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00 COMMISSIONING

DIVISION 11 – EQUIPMENT

11 46 01.00 10 FOOD SERVICE EQUIPMENT

DIVISION 27 – COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Boring Logs

1.3.2 Subsurface Data

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING TITLE

NO.

G-000 TITLE SHEET

G-001 ABBREVIATIONS

C-000 CIVIL NOTES

C-101 EXISTING CONDITION

C-102 SITE PLAN

C-103 GRADING PLAN

C-104 UTILITY PLAN

C-105 PAVING PLAN

A-101 FLOOR PLAN

A-120 REFLECTED CEILING PLAN

A-130 ROOF PLAN

A-201 ELEVATONS

A-202 ELEVATIONS

A-301 BUILDING SECTION

M-101 MECHANICAL LAYOUT

M-102 EQUIPMENT LAYOUT

1.3 SUPPLEMENTARY DRAWINGS

The following supplementary documents are included with the drawings for information only.

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, have been obtained by the Government at this station.

1.3.2 Subsurface Data

Subsurface data, have been obtained by the Government at the station. The geotechnical report is included as part of the solicitation.

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01040 Page 1

7 NOVEMBER 2008

SECTION 01040

LAYOUT AND COORDINATION

PART 1 – GENERAL

1.1 GENERAL REQUIREMENTS

A. The Contractor shall coordinate the layout of heating, ventilating, and air conditioning, fire suppression, plumbing, electrical, and electronic safety and security equipment.

B. The Contractor shall coordinate with all subcontractors, suppliers, and manufacturers to assure that equipment to be provided will meet the functional parameters specified.

C. The Contractor shall ensure that all equipment to be furnished is located such that it is accessible, conforms to clearances required by the manufacturer for operation, maintenance, and repair, and code requirements.

D. The Contractor shall consult and coordinate, with all subcontractors, suppliers, and manufacturers regarding the location, size, and type of conduit, ducts, equipment, fixtures, motors, openings, outlets, pipes, switches, valves, wall penetrations, etc. to ensure there is no interference between the installation or the progress work.

E. The electrical, plumbing, and mechanical drawings are diagrammatic.

F. The Contractor shall follow the drawings as closely as construction of the building and the work will permit.

G. The Contracting Officer’s Representative may change the location of any equipment ten (10) feet and any piping, ductwork, conduit, etc., up to ten (10) feet in any direction, without additional cost to the government, provided such changes occur before installation.

H. The Contractor shall provide and install each item of equipment or material complete with all necessary fittings, supports, trim, piping, insulation, etc., as required for a complete and operating installation, unless otherwise directed by the Contracting Officer.

I. Install all equipment and material according to the manufacturer's written instructions, unless otherwise specified.

1.2 SUBMITTALS

A. The Contractor shall submit, FOR INFORMATION ONLY, mechanical room layout drawings. The layout drawings shall consist of a mechanical room floor plan and mechanical room interior elevations. The mechanical room floor plan shall show all equipment, including conduits, control panels, disconnects, ducts, electrical panels, piping, transformers, valves, and fire suppression equipment, and

SECTION 01040 Page 2

7 NOVEMBER 2008

panels. The floor plan shall be drawn to 1:20 metric scale (1/2" = 1 foot scale) and shall indicate dimensionally the locations of all equipment and required clearances recommended by the manufacturer and/or codes. Equipment shall be drawn to scale and noted as to type and model. Interior elevations shall be provided to indicate the intended use of vertical space. The mechanical room layout drawings shall be submitted within 60 calendar days after receipt of notice to proceed, in accordance with Section, SUBMITTAL PROCEDURES.

These drawings shall show all of the constraints specified in the GENERAL REQUIREMENTS paragraph above and applicable mechanical and electrical technical specification sections.

1.3 SPACE PREFERENCE

A. Carefully verify and coordinate the location and level of all conduit, equipment, ducts, pipes, plumbing, etc.

B. Plumbing lines below plumbing fixtures and electrical conduits above or below electric switchgear and panels have precedence over ductwork or heating mains.

C. Do not install piping or ductwork directly over or under electrical equipment.

1.4 OPERATION AND MAINTENANCE OF EQUIPMENT

A. The Contractor shall be responsible for the operation, maintenance, and safety of all equipment furnished and make all necessary repairs and do all necessary maintenance required to maintain the equipment in first class condition until acceptance by the government.

B. Where other contractors operate such equipment, the other contractor is solely responsible for the operation and safety of such equipment.

C. Maintenance work includes, but is not limited to:

1. Lubrication.

2. Adjustments.

3. Filter replacements.

4. Chemical treatment.

1.5 WIRING OF MECHANICAL EQUIPMENT AND MOTORS

A. Furnish and install all conduit, wiring, disconnects, starters, thermal overload heaters, holding coils, remote push buttons stations, “hand-off-auto” switches, multi-speed switches, and pilot lights for all electrically operated/powered mechanical equipment, including the final connections for ready operation, whether or not the contract documents specifically note, itemize, or show the work, at no additional cost to the government.

SECTION 01040 Page 3

7 NOVEMBER 2008

B. Where motor starters come as an integral part of the equipment, comply with Division 26 of the specifications including, but not limited to, overload protection on all phases. Install "hand-auto-off" switches on all heating, ventilating, air conditioning and temperature control starters.

C. Where starters or control panels come as an integral part of the respective equipment such as boilers, packaged air conditioning units, sump pumps, etc., furnish and install all wiring and make final connections to the line side of the starter or disconnect device. The contractor furnishing the motor installs all wiring beyond this point.

D. Each respective mechanical subcontractor (plumbing, heating, ventilating, HVAC, fire protection) furnishes and installs all required control and interlock wiring for all automatic control devices, alarms, accessories, etc. Install on the holding coils of the starters or in the grounded load side of TT switches unless otherwise specifically shown on the electrical drawings or specified in Section 23 05 93.00 10 (if applicable) of the specifications.

E. Perform all electrical work in accordance with Division 26.

F. Install control wiring at 120 volt or less. Install all control wiring in conduit.

G. The Contractor shall have each mechanical subcontractor consult with the electrical subcontractors before ordering or installing equipment. The motor type, voltage, and sizes with starter type, voltage and sizes, holding coil voltage, thermal overload capacities, interlocks, etc. shall be coordinated. Each trade is equally responsible to ensure that the equipment installed is of proper size and type.

H. The Contractor shall have the electrical subcontractor consult with all other subcontractors furnishing motors (that require starters provided by the electrical contractor) to verify the exact type of starter required (e.g., part winding, across the line, two speed, etc.) for each motor before ordering starters.

I. After the electrical subcontractor completes the wiring, the Contractor and each subcontractor shall inspect the wiring before operating motors. The subcontractor who furnished the motor is completely responsible for the motor’s protection during the warranty period including initial startup of each motor, unless specifically shown otherwise in the contract documents.

J. Motor protection devices shall be furnished on all 3 phase motors 5 HP and larger. Where Division 23 furnishes the starter, Division 23 furnishes and installs the motor protection devices. Where Division 26 furnishes the starter, Division 26 furnishes and installs the motor protection devices.

K. Division 23 furnishes electrical work required for Division 23, but not shown on Division 26 drawings.

SECTION 01040 Page 4

7 NOVEMBER 2008

1.6 GROUNDING

A. Ground all electrically powered equipment per electrical specifications and NFPA 70, current Edition. See specifically Sections 250-1, 42, 43, 44, 50, 70, and 90.

B. The subcontractor who furnishes non-electrical powered roof-mounted equipment such as roof hoods, chimneys, vents, etc., grounds equipment as required by NFPA 70, current Edition.

1.7 ACCESS PANELS / ACCESS DOORS

A. Where control valves, shut-off valves, drip traps, air vents, heating coils, pull boxes, or other mechanical or electrical equipment are above inaccessible furred ceilings or back of masonry or furred walls, the contractor or subcontractor whose equipment requires access provides access panels/doors as required.

B. Size access panels/doors of sufficient size for adequate servicing, adjustment, removal, and replacement of concealed equipment through the opening provided. Size panels/doors as shown on the drawings.

Size panels/doors not dimensioned on the drawings a minimum of 16" x 24" in walls and 24" x 24" in ceilings.

C. Provide fire rated access panels/doors in fire rated ceilings or walls. The access panel/door shall have a fire rating equivalent to that of the wall or ceiling in which the panel will be installed.

D. Submit shop drawings for approval before ordering access panels.

1.8 PAINTING

A. Clean, prepare, and paint the following with rust inhibitor followed by enamel paint at the time of fabrication to stop rusting, whether exposed or concealed, insulated or not insulated:

1. Welds to building structural members.

2. Welds on pipes without insulation.

3. Supplementary steel supports (see Division 5).

B. Paint all surfaces visible through grilles of fin tube radiation, cabinet unit heaters, etc., with flat black paint.

C. Touch up all damaged or chipped paint on all materials furnished.

-- End of Section --

SECTION 01 10 10 Page 1

SECTION 01 10 10 SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

TABLE OF CONTENTS

PART 1 GENERAL

1 DESCRIPTION OF PROPOSED CONSTRUCTION

1.1 General Scope of Work

1.2 Organization of this RFP Document

2 DESIGN

3 GENERAL FACILITY REQUIREMENTS

3.1 Facility Description

4 DRAWINGS/DESIGNERS' QUALIFICATIONS

4.1 Drawings

4.2 Designers' Qualifications

5 TECHNICAL CRITERIA

5.1 Local Standards

5.2 Federal/Military Specifications, Standards Bulletins, and Handbooks

5.3 Non-Government Publications

6 SUSTAINABLE DESIGN CONSIDERATIONS

6.1 Sustainable Design Techniques

6.2 Goals and Objectives of Sustainable Design.

6.3 Sustainable Design and Construction of the Built Environment.

6.4 Documentation of Sustainable Design

SECTION 01 10 10 Page 2

PART 1 GENERAL

1. DESCRIPTION OF PROPOSED CONSTRUCTION

1.1 General Scope of Work

The work consists of the design and construction of a new single story pre-engineered structure to house a new dining facility with associated spaces for food preparation, food serving, food storage and dishwashing equipment.

The new facility space will include dining area, kitchen, serving area, dishwashing area, dry and refrigerated storage spaces, office, latrines and food products receiving/storage/issue area. Other aspects of the project scope of work include utilities connections, communication support systems, fire detection/protection systems, parking areas, site improvements, landscaping, and all other necessary support. The size varies per bid option exercised between 15,300 square feet and 18,000 square feet. See 01 10 10 and drawings for bid options.

Construction will be reinforced concrete foundation slab, steel frame structure with metal panel exterior walls, and standing seam metal roofing system to match the existing Nellis AFB Design Compatibility Guidelines.

The design-build project includes development of design deliverables for reviews, sustainable design using LEED rating system, anti-terrorism/force protection, design deliverables for construction, grading, relocation/extension/protection of utilities, utility service connections and runs, fire protection/ life safety systems, handicapped accessibilities, EMCS, HVAC, all necessary conduits and cabling, plumbing, mechanical system, interior utilities, interior/exterior finishes, exterior security lighting, parking, landscape areas, signage, and all necessary features to yield a safe, complete, and usable facility/facility for its intended use.

1.2 Organization of this RFP Document

1.2.1 GENERAL

This Document is organized in a new format established for design-build projects. Refer to the Table of Contents for the Outline of this Document. The general subject matter is included as follows:

1.2.2 SECTIONS 00010 THROUGH 00800 - PROPOSAL REQUIREMENTS -

These sections include the requirements for the proposal preparation and are applicable basically to all activity and requirements prior to award of the design-build contract unless otherwise stated.

Section 000100 – SOLICITATION/CONTRACT FORM SF1442, SOLICITATION OFFER, & AWARD – includes a brief description and pricing schedule.

Section 00 10 00 – INSTRUCTIONS TO OFFERERS/PRICING SCHEDULE includes general information regarding submission of offers.

Section 00 10 12 – PROPOSAL EVALUATION AND CONTRACT AWARD. outlines the evaluation criteria and the level of importance of the criteria for the proposals. The method of evaluation and the cost limitations for proposals are explained and the basis of the award is provided

SECTION 01 10 10 Page 3

Section 00 10 15 – LIST OF DRAWINGS

Section 00 60 00 – REPRESENTATIONS AND CERTIFICATIONS

Section 00 65 00 – GENERAL WAGE DECISION

Section 00 70 00 - CONTRACT CLAUSES

Section 00 80 00 -SPECIAL CONTRACT REQUIREMENTS include the standard contract clauses and supplemental specific clauses, which represent the General Conditions of the contract.

1.2.3 CONTRACT REQUIREMENTS

The remainder of this manual includes what will represent the contractual requirements for the finally selected design/build Contractor after the award of a contract. All requirements of the manual, however, regardless of location shall be followed in the decisions for preparation of the proposals. Additional selected section explanations are as follows:

Section 01 10 10 – SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA includes information about the project.

Section 01 10 11 – FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS includes the statement of work to aid the Contractor in understanding the functions of the project.

Section 01 10 12 – DESIGN AFTER AWARD includes requirements for design after awards.

Section 01 32 01.00 10 – PROJECT SCHEDULE includes the requirements for the preparation and maintenance of the project schedule.

Section 01 33 00 – SUBMITTAL PRODEDURES includes procedures to be used in making submittals called for in other sections of the specifications.

Section 01 45 04.00 10 – CONTRACTOR QUALITY CONTROL includes requirements for Contractor Quality Control.

Section 01 50 05 - GENERAL REQUIREMENTS includes general construction requirements.

Section 01 57 23.00 10 – STORM WATER POLLUTION PREVENTION MEASURES includes the requirements for environmental protection during construction activities.

1.2.4 APPENDIX

The Appendices include attachments and supplemental information, which are referred to and incorporated by other parts of this RFP. Drawings, reports, and photographs are typical of the type of information included in the Appendices.

2. DESIGN

The objective of this contract is to design and construct the required facility as described in this document.

SECTION 01 10 10 Page 4

All work, associated amenities, and site improvements required by the Contract shall be constructed within the project site, except for adjacent utilities described in the RFP documents to which it is required to be connected.

All air quality permits shall be obtained by the contractor.

The design of architectural, interior, structural, mechanical, fire protection, electrical, civil, and other engineering features of the work shall be accomplished and reviewed and approved by engineers, architects, and interior designers licensed to practice in their respective professional field in a state or possession of the United States, in Puerto Rico, or in the District of Columbia. See paragraph

4.2 Designers’ Qualifications. Items for Sustainable design and LEED score shall be documented by a professional certified by USGBC (United States Green Building Council).

The design and construction of this facility shall conform to the design requirements issued in this solicitation. The Contractor shall check the design requirements for accuracy and applicability. The Contractor is responsible and liable for the complete design. The Contractor shall not assume the provided design requirements and design solicitation will alleviate him from performing any design.

Floor plans in ATTACHMENT B indicate the required floor plan space relationships. Itemized room requirements are in Attachment E, Individual Space Criteria Data Sheets. Special Room Requirements. The floor plan adjacencies may be changed if approved by the Government in the Design phase.

3. FACILITY REQUIREMENTS

3.1 Facility Description

See Section 01 10 11 for facility requirements.

4. DRAWINGS/DESIGNERS' QUALIFICATIONS

4.1 Drawings

Contractor drawings shall be in English units. See Technical Specifications Section 01 10 12 paragraph 9.12 for detail requirements.

4.2 Designers’ Qualifications

The lead designer for each discipline of the design team shall be a licensed professional Engineer/ Architect with a minimum of six years experience. The interior design shall be designed/ supervised by a certified or licensed (as appropriate for their State) interior designer who is NCIDQ certified who can demonstrate a minimum of six years of interior experience with projects and references. The kitchen shall be designed by a commercial kitchen designer with a minimum of six (6) years of demonstrated experience designing similar facilities.

The lead designer of at least one of the disciplines shall be LEED accredited by the United States Green Building Council.

5. TECHNICAL CRITERIA

Technical criteria to be used for design and construction shall be taken from the most current references at the date of issue of the contract. Dates, where shown, are the latest known revisions at the

SECTION 01 10 10 Page 5 time of publishing of this section. Administrative, contractual, and procedural features of the contract shall be as described in other sections of the Contract. Reference codes and standards herein and those listed below are minimum acceptable criteria. The following specifications, standards, bulletins and handbooks which are not otherwise set forth in this Section 01 10 10 are incorporated by reference.

5.1 Local and State Standards

5.1.1 LOCAL STANDARDS (SEE HTTP://CBBS.SPK.USACE.ARMY.MIL/ FOR CREECH AFB

UNDER AIR FORCE BASE STANDARDS)

Comply with Creech AFB criteria, including:

CBBS at httb://cbbs.spk.usace.army.mil/ae.html

USAF/DOD Design Criteria at http://www.afcee.brooks.af.mil/dc/products/dcproducts.asp

ACC Architectural and Interior Design Standards – most current version.

Nellis AFB Base Design Compatibility Standards - 2006, as modified by requirements listed in Spec Section 01 10 11.

Nellis AFB Communication Standards and Directives: ETL 02-12 dated 27 Jun 02 and 38th Engineering Installation Group Handbook 33-01a, Communication and Information Systems First 400 Feet, dated 1 May 05 and Communication Specification Section 16710, as modified by requirements listed in Spec Section 01 10 11.

HQ ACC Design Instruction (undated) (Attached)

DD Form 1391 (undated) (Attached)

USAF Memorandum, dated 31 July 2007, Air Force Sustainable Design and Development (SSD) Policy

HQ ACC Design Standards for FY09 Creech Projects – 20 Aug 07 Email.

(Attached)

Air Force Handbook 31-1084, Facility Requirements

USAF Project Manager’s Guide for Design & Construction

5.2 Federal/Military Specifications, Standards Bulletins, and Handbooks

5.2.1 CODE OF FEDERAL REGULATIONS (CFR)

Superintendent of Documents US Government Printing Office 732 North Capitol Street, NW Washington, DC 20401 Ph: 202-512-1530 Fax: 202-512-1262 Internet: http://www.gpoaccess.gov

10 CFR Part 433, 434, and 435 Office of Energy Efficiency and Renewable Energy

SECTION 01 10 10 Page 6

16 CFR 1201 Safety Standard for Architectural Glazing Materials

16 CFR 1630 Standard for the Surface Flammability of Carpets and Rugs (FF 1-70)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities

40 CFR 247 Comprehensive Procurement Guideline for Products Containing Recovered Materials

47 CFR 18 Industrial, Scientific, and Medical Equipment

5.2.2 COMMERCIAL ITEM DESCRIPTIONS (CID)

US General Services Administration Federal Supply Service 1941 Jefferson Davis Highway Arlington, VA 22202 Ph: 703-605-5400 Internet: http://apps.fss.gsa.gov/pub/fedspecs/index.cfm

CID A-A-60003 (Basic) Partitions, Toilet, Complete

5.2.3 MILITARY HANDBOOKS & STANDARDS & MANUALS

Some documents available from:

Internet:

http://www.usace.army.mil/publications/ http://www.hnd.usace.army.mil/techinfo/engpubs.htm http://www.afcee.brooks.af.mil/dc/products/dcproducts.asp http://www.e-publishing.af.mil/pubs/publist.asp?puborg=AF&series=32

AFH 32-1084 Standard Facility Requirements

AFI 32-1065 Grounding Systems

AFI 65-501 Economic Analysis

AFJMAN 32-1080 Electrical Power Supply and Distribution

AFMAN 3211-8 Chapter 10 on Lighting

AFM 88-4, CH 5 Criteria for Air Force Clean Facility Design and Construction (found at <http://www.e-publishing.af.mil/search.asp? keyword=AFM88- 4CH5&Go.x=13&Go.y=9>

AFM 88-5, CH 2 Drainage and Erosion Control Subsurface Drainage Facilities

AFM 88-8 Plumbing Technical Manual

AFM 88-5, CH 4 Drainage, Areas other than Airfields

SECTION 01 10 10 Page 7

AFM 88-9, CH 3 Electrical Design, Lightning and Static Electricity Protection

AFM 88-10, CH 6 Water Supply for Fire Protection

AFOSHSTD 48-8 Controlling Exposure to Hazardous Materials

AFPAM 32-1097 Sign Standards Pamphlet

DoD 5220.22 Industrial Security Manual

ETL’s of the Air Force (found at http://www.afcesa.af.mil/library/etl.asp?

Category=Engineering%20Technical%20Letters)

ETL 00-01 EPA Guideline Items in Construction and Other Civil Engineering Specifications

ETL 00-05 Seismic Design for Buildings and Other Structures

ETL 01-18 Reliability and Maintainability (R&M) Design Checklist Fire Protection Engineering Criteria – Electronic Equipment Installations

ETL 02-09 Construction Signs

ETL 02-12 Communications and Information System Criteria for Air Force Facilities

ETL 02-15 Fire Protection Engineering Criteria – New Aircraft

ETL 02-17 Facilities Use of Non-Potable Water to Replace Potable Water

ETL 03-01 Storm Water Construction Standards

ETL 03-02 Design Criteria for Prevention of Mold in Air Force

ETL 03-03 Facilities Air Force Carpet Standard

ETL 99-04 Fire Protection Engineering Criteria and Technical Guidance – Emergency Lighting and Marking of Exits

EI 02CO14 (PCASE Drain Program) Subsurface Drainage

EM 385-1-1 U.S. Army Corps of Engineers Safety and Health Requirements

EP 310-1-6a/6b Sign Standards Manual

MIL-HDBK-419A (Rev A) Grounding, Bonding and Shielding

MIL-HDBK-1190 Facility Planning and Design Guideline

TI 800-01 Design Criteria Structural Considerations for Metal Roofing

SECTION 01 10 10 Page 8

TI 809-29 Commentary on Roofing Systems

TI 810-90 Lighting Design

TI 811-16 Sanitary and Industrial Wastewater Collection

TM 5-814-1 Appurtenances Sanitary and Industrial Wastewater Collection

TM 5-814-2 Pumping Mains

TM 5-820-4 Drainage for Areas other than Airfields

TM 5-822-2 General Provisions and Geometric Design of Roads & Streets

TM 5-822-5 Pavement Design for Roads & Streets & Storage Area

TM 5-822-7 Standard Practice for Concrete Pavement

TM 5-822-11 Standard Practice for Sealant in Rigid & Flexible Pavement

TM 5-848 Gas Distribution

TM 5-853-4 Security Engineering Electronic Security Systems

T.O. 00-25-203 Contamination Control of Aerospace Facilities, U.S. Air Force, Nov 2000.

UFC 1-200-01 Design: General Building Requirements

UFC 1-900-01 Design: Selection of Methods for the Reduction, Reuse, and Recycling of Demolition Waste

UFC 3-120-01 Design: Air Force Sign Criteria

UFC 3-190-01FA Design: Joint Sealing For Buildings

UFC 3-190-02FA Design: Builders’ Hardware

UFC 3-190-04FA Design: Roofing and Waterproofing

UFC 3-220-03FA Design: Soils and Geology Procedures for Foundation Design of Buildings and Other Structures.

UFC 3-220-04FA, Design: Backfill for Subsurface Structures.

UFC 3-220-07, Design: Foundations in Expansive Soils.

UFC 3-230-04A, Design: Water Distribution.

UFC 3-230-10A, Design: Water Supply: Water Distribution.

UFC 3-230-17FA, Design: Drainage Areas for Other Than Airfields

SECTION 01 10 10 Page 9

UFC 3-230-18FA, Design: General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas

UFC 3-240-07FA, Sanitary and Industrial Wastewater Collection - Gravity Sewers and Appurtenances.

UFC 3-240-14N Design: Solid Waste Disposal

UFC 3-310-01 Load Assumptions for Buildings

UFC 3-310-03A Design: Seismic Design for Buildings

UFC 3-400-01 Design: Energy Conservation

UFC 3-400-02 Design: Energy Weather Data

UFC 3-410-01FA Design: Heating, Ventilating, and Air Conditioning

UFC 3-410-02A Design: Heating, Ventilating, and Air Conditioning (HVAC) Controls

UFC 3-420-01FA Design: Plumbing

UFC 3-420-02FA Design: Compressed Air

UFC 3-430-05A Design: Gas Distribution

UFC 3-450-01 Design: Noise and Vibration Control

UFC 3-490-04A Design: Indoor Radon Prevention and Mitigation

UFC 3-520-01 Design: Interior Electrical Systems

UFC 3-570-02N Design: Electrical Engineering Cathodic Protection

UFC 3-600-01 Fire Protection For Facilities Engineering, Design, and Construction

UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings Including Change 1 dated 22 Jan 2007

UFC 4-010-02 DOD Minimum Antiterrorism Standoff Distance for Buildings, including change 1 dated 19 Jan 2007

UFC 4-021-01 Design: and O&M: Mass notification System

5.2.4 UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

The designer of Record shall utilize UFGS Division 02 through 48 for the project specifications, and shall submit the edited specification section as a part of the design submittal for the project. UFGS is available at http://www.wbdg.org/ccb/browse_org.php?o=70 .

5.3 NON-GOVERNMENT PUBLICATIONS

The following publications form a part of this document to the extent specified herein. Unless otherwise specified, the issues of the

SECTION 01 10 10 Page 10 documents which are DoD adopted are those listed in the Department of Defense Index of Specifications & Standards (DODISS).

5.3.1 ACI INTERNATIONAL (ACI)

P.O. Box 9094 Farmington Hills, MI 48333-9094 Ph: 248-848-3700 Fax: 248-848-3701 Internet: http://www.aci-int.org

ACI 318/318R Building Code Requirements for Structural Concrete

ACI 530/530.1 Building Code Requirements for Masonry Structures

5.3.2 AIR CONDITIONING AND REFRIGERATION INSTITUTE (ARI)

4100 North Fairfax Dr., Suite 200 ATTN: Pubs Dept. Arlington, VA 22203 Ph: 703-524-8800 Fax: 703-528-3816 E-mail: ari@ari.org Internet: http://www.ari.org

ARI 410 Forced-Circulation Air-Cooling and Air-Heating Coils

ARI 430 Central-Station Air-Handling Units

ARI 550/590 Water-Chilling Packages Using the Vapor Compression Cycle

ARI 700/700C Specifications for Fluorocarbon

5.3.3 AIR MOVEMENT AND CONTROL ASSOCIATION (AMCA)

30 W. University Dr.

Arlington Heights, IL 60004-1893 Ph: 847-394-0150 Fax: 847-253-0088 Internet: http://www.amca.org

AMCA 210 Laboratory Methods of Testing Fans for Aerodynamic Performance Rating

AMCA 300 Reverberant Room Method for Sound Testing of Fans

5.3.4 ALUMINUM ASSOCIATION (AA)

900 19th Street N.W., Suite 300 Washington, DC 20006 Ph: 202-862-5100 Fax: 202-862-5164 Internet: http://www.aluminum.org

AA ASD1 Aluminum Standards and Data

AA DAF-45 Designation System for Aluminum Finishes

AA SAA-46 Standards for Anodized Architectural Aluminum

SECTION 01 10 10 Page 11

AA 30 Aluminum Construction Manual Series -Section 1 Specifications for Aluminum Structures

AA PK-1 Registration Record of Aluminum Association Alloy Designations and Chemical Composition Limits for Aluminum Alloys in the Form of Castings and Ingot

5.3.5 AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

1827 Walden Office Square Suite 550 Schaumburg, IL 60173-4268 Ph: 847-303-5664 Fax: 847-303-5774 Internet: http://www.aamanet.org

AAMA 101 Voluntary Specifications for Aluminum and Poly(Vinyl Chloride) (PVC) Prime Windows and Glass Doors

AAMA 605 Voluntary Specification, Performance Requirements and Tests for High Performance Organic Coatings on Architectural Aluminum Extrusions and Panels

AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

5.3.6 AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 N. Capital St., NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 Internet: http://www.aashto.org

AASHTO LTS-4 Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals

5.3.7 AMERICAN ASSOCIATION OF TEXTILE CHEMISTS AND COLORISTS (AATCC)

P.O. Box 12215 Research Triangle Park, NC 27709-2215 Ph: 919-549-8141 Fax: 919-549-8933 Internet: http://www.aatcc.org

AATCC TM 16 Test Method: Colorfastness to Light

AATCC TM 134 Test Method: Electrostatic Propensity of Carpets

AATCC TM 165 Test Method: Colorfastness to Crocking: Carpets -AATCC Crockmeter Method

AATCC TM 174 Test Method: Antimicrobial Activity Accessment of Carpet

5.3.8 AMERICAN GAS ASSOCIATION (AGA)

400 N. Capitol St. N.W.

Washington, D.C. 20001 Ph: 202-824-7000

SECTION 01 10 10 Page 12

Fax: 202-824-7115 Internet: http://www.aga.org

AGA-XR0104 A.G.A. Plastic Pipe Manual for Gas Service

5.3.9 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

One East Wacker Drive, Suite 3100 Chicago, Illinois 60601-2001 Ph: 312-670-2400 Fax: 312-670-5403 Internet: http://www.aisc.org

AISC 325 LRFD Manual of Steel Construction

AISC 341 Seismic Provisions for Structural Steel Buildings

AISC S335 Specification for Structural Steel Buildings - Allowable Stress Design, Plastic Design

AISC 350 Load and Resistance Factor Design Specification for Structural Steel Buildings

5.3.10AMERICAN IRON AND STEEL INSTITUTE (AISI)

1140 Connecticut Ave., NW Suite 705 Washington, DC 20036 Ph: 202-452-7100 Fax: 202-463-6573 Internet: http://www.steel.org

AISI SG-973 Cold-Formed Steel Design Manual

5.3.11AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1819 L Street, NW, 6th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 Internet: http://www.ansi.org/

ANSI A 10.6 Safety Requirements for Demolition Operations

ANSI A 14.3 Standard for Fixed Ladders and Safety Requirements

ANSI A 108.1 Installation of Ceramic Tile

ANSI A 117.1 Guidelines for Accessible and Usable Buildings and Facilities

ANSI A 137.1 Ceramic Tile

ANSI A 208.1 Particleboard

ANSI B 18.6.3 Machine Screws and Machine Screw Nuts

ANSI B 18.6.4 Thread Forming and Threaded Cutting Tapping Screws and Metallic Drive Screws (Inch Series)

SECTION 01 10 10 Page 13

ANSI B 74.12 Specifications for Size of Abrasive Grains – Grinding Wheels, Polishing, and General Industrial Uses

ANSI C 2 National Electrical Safety Code

ANSI C 12.1 Code for Electricity Metering

ANSI C 12.4 Mechanical Demand Registers

ANSI C 12.10 Electromechanical Watthour Meters

ANSI C 12.11 Instrument Transformers for Revenue

ANSI C 57.12.26 Pad-Mounted Compartmental-Type, Self-Cooled, Three- Phase Distribution Transformers for Use with Separable Insulated High-Voltage Connectors, High- Voltage, 34500 Grd Y/19920 Volts and Below; 2500 kVA and Smaller

ANSI C 57.12.27 Conformance Requirements for Liquid-Filled Distribution Transformers Used in Pad-Mounted Installations, Including Unit Substations

ANSI C 57.12.28 Padmounted Equipment – Enclosure Integrity

ANSI C 80.1 Rigid Steel Conduit -Zinc Coated

ANSI C 82.4 Ballasts for High-Intensity-Discharge and Low-Pressure Sodium Lamps (Multiple Supply Type)

ANSI C 119.1 Sealed Insulated Underground Connector Systems Rated 600 Volts

ANSI C 135.30 Zinc-Coated Ferrous Ground Rods for Overhead or Underground Line Construction

ANSI C 136.15 High-Intensity-Discharge and Low-Pressure Sodium Lamps in Luminaires Field Identification

ANSI Z 21.10.1 Gas Water Heaters Vol. I Storage Water Heaters with Input Ratings of 75,000 Btu Per Hour or Less

ANSI Z 21.10.3 Gas Water Heaters Vol.III, Storage Water Heaters with Input Ratings Above 75,000 Btu Per Hour, Circulating and Instantaneous Water heaters

ANSI Z 21.13 Gas-Fired Low-Pressure Steam and Hot Water Boilers

ANSI Z 21.45 Flexible Connectors of Other Than All-Metal Construction for Gas Appliances

ANSI Z 87.1 Practice for Occupational and Educational Eye and Face Protection

ANSI Z 124.2 Plastic Shower Units

ANSI Z 124.3 Plastic Lavatories

ANSI Z 124.6 Plastic Sinks

SECTION 01 10 10 Page 14

5.3.12AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

100 Barr Harbor Drive West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 Internet: http://www.astm.org

ASTM A6 A&M General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, Structural Steel Bars

ASTM A 36 A&M Carbon Structural Steel

ASTM A 48 A&M Gray Iron Castings

ASTM A 123 A&M Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 153 A&M Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A 167 Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM A 185 Steel Welded Wire Reinforcement Fabric, Plain, for Concrete

ASTM A 307 Carbon Steel Bolts and Studs, 60000 PSI Tensile Strength

ASTM A 325 Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A 366 A&M Commercial Steel (CS) Sheet, Carbon, (0.15 Maximum Percent) Cold-Rolled

ASTM A 463 A&M Steel Sheet, Aluminum-Coated, by the Hot-Dip Process

ASTM A 467 A&M Machine and Coil Chain

ASTM A 490 Heat Treated Steel Structural Bolts, 150 Ksi Minimum Tensile Strength

ASTM A 500 Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A 569 A&M Commercial Steel (CS) Sheet and Strip, Carbon (0.15 Maximum, Percent), Hot-Rolled

ASTM A 615 A&M Deformed and Plain Billet-Steel Bars for Concrete Reinforcement

ASTM A 653 A&M Steel Sheet Zinc-Coated (Galvanized) or Zinc-Iron

Alloy-Coated (Galvanealed) by the Hot-Dip Process

ASTM A 792 A&M Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process, General Requirements

SECTION 01 10 10 Page 15

ASTM A 992 A&M Steel for Structural Shapes for Use in Building Framing

ASTM B 8 Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft

ASTM B 88 Seamless Copper Water Tube

ASTM B 117 Operating Salt Spray (Fog) Apparatus

ASTM B 209 Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B 221 Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B 456 Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium

ASTM C 33 Concrete Aggregates

ASTM C 36 A&M Gypsum Wallboard

ASTM C 76 Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe

ASTM C 90 Loadbearing Concrete Masonry Units

ASTM C 94 A&M Ready-Mixed Concrete

ASTM C 144 Aggregate for Masonry Mortar

ASTM C 150 Portland Cement

ASTM C 206 Finishing Hydrated Lime

ASTM C 207 Hydrated Lime for Masonry Purposes

ASTM C 208 Cellulosic Fiber Insulating Board

ASTM C 241 Abrasion Resistance of Stone Subjected to Foot Traffic

ASTM C 307 Standard Test Method for Tensile Strength of Chemical Resistant Mortars, Grouts, and Monolithic Surfacings

ASTM C 346 Porcelain, Gloss Variation

ASTM C 373 Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products

ASTM C 423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method

ASTM C 475 C&M Joint Compound and Joint Tape for Finishing Gypsum Board

ASTM C 478 Precast Reinforced Concrete Manhole Sections

ASTM C 518 Steady-State Measurements and Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

SECTION 01 10 10 Page 16

ASTM C 531 Standard Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes

ASTM C 552 Cellular Glass Thermal Insulation

ASTM C 553 Mineral-Fiber Blanket Thermal Insulation for Commercial and Industrial Application

ASTM C 579 Standard Test Method for Compressive Strength of Chemical Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes

ASTM C 612 Mineral Fiber Block and Board Thermal Insulation

ASTM C 635 Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings

ASTM C 645 Nonstructural Steel Framing Members

ASTM C 648 Breaking Strength of Ceramic Tile

ASTM C 665 Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing

ASTM C 679 Standard Test Method for Tack-Free Time of Elastomeric Sealants

ASTM C 847 Metal Lath

ASTM C 884 Standard Test Method for Thermal Compatibility between Concrete and Epoxy-Resin Overlay

ASTM C 920 Elastomeric Joint Sealants

ASTM C 954 Steel Drill Screws for the Application of Gypsum Board or Metal Plaster Bases to Steel Studs from 0.033 in.

(0.84 mm) to 0.112 in. (2.84 mm) in Thickness

ASTM C 955 Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases

ASTM C 1002 Steel Self-Piercing Tapping Screws for the Application of Gypsum Board or Metal Plaster Bases to Wood Studs or Steel Studs

ASTM C 1026 Measuring the Resistance of Ceramic Tile to Freeze- Thaw Cycling

ASTM C 1027 Determining Visible Abrasion Resistance of Glazed Ceramic Tile

ASTM C 1028 Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces By the Horizontal Dynamometer Pull-Meter Method

ASTM C 1036 Flat Glass

SECTION 01 10 10 Page 17

ASTM C 1047 Accessories for Gypsum Wallboard and Gypsum Veneer Base

ASTM C 1048 Heat-Treated Flat Glass -Kind HS, Kind FT Coated and Uncoated Glass

ASTM C 1071 Fiberous Glass Duct Lining (Thermal and Sound Absorbing Material)

ASTM C 1136 Flexible, Low Permeance Vapor Retarder for Thermal Insulation

ASTM C 1178/C 1178M Glass Mat Water-Resistant Gypsum Backing Panel

ASTM C 1289 Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

ASTM D117 Test Methods and Specifications for Electrical Insulating Oils of Petroleum Origin

ASTM D 256 Determining the Izod Pendulum Impact Resistance of Plastics

ASTM D 297 Rubber Products-Chemical Analysis

ASTM D 395 Rubber Properties-Compression Set

ASTM D 412 Vulcanized Rubber and Thermoplastic Rubber and Thermoplastic Elastomers - Tension

ASTM D 418 Pile Yarn Floor Covering Construction

ASTM D 522 Mandrel Bend Test of Attached Organic Coatings

ASTM D 523 Specular Gloss

ASTM D 570 Water Absorption of Plastics

ASTM D 610 Evaluating Degree of Rusting on Painted Steel Surfaces

ASTM D 624 Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers

ASTM D 635 Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in Horizontal Position

ASTM D 638 Tensile Properties of Plastics

ASTM D 714 Evaluating Degree of Blistering of Paints

ASTM D 751 Adhesion of Vinyl Coating to Fabric Backing

ASTM D 923 Sampling Electrical Insulating Liquids

ASTM D 968 Abrasion Resistance of Organic Coatings by Falling Abrasive

ASTM D 1044 Resistance of Transparent Plastics to Surface Abrasion

ASTM D 1054 Rubber Property-Resilience Using a Rebound Pendulum

SECTION 01 10 10 Page 18

ASTM D 1117 Nonwoven Fabrics

ASTM D 1242 Resistance of Plastic Materials to Abrasion

ASTM D 1308 Effect of Household Chemicals on Clear and Pigmented Organic Finishes

ASTM D 1384 Corrosion Test for Engine Coolants in Glassware

ASTM D 1423 Twist in Yarns by the Direct-Counting Method

ASTM D 1499 Filtered Open-Flame Carbon-Arc Type Exposures of Plastics for Exposure of Plastics

ASTM D 1640 Drying, Curing, or Film Formation of Organic Coatings at Room Temperature

ASTM D 1653 Water Vapor Permeability

ASTM D 1654 Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments

ASTM D 1667 Flexible Cellular Materials-Vinyl Chloride Polymers and Copolymers (Closed Cell Foam)

ASTM D 1894 Static and Kinetic Coefficients of Friction of Plastic Film and Sheeting, Tests for

ASTM D 2092 Preparation of Zinc-Coated (Galvanized) Steel Surfaces for Painting

ASTM D 2240 Rubber Property-Durometer Hardness

ASTM D 2241 Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)

ASTM D 2244 Calculation of Color Differences from Instrumentally Measured Color Coordinates

ASTM D 2247 Testing Water Resistance of Coatings in 100% Relative Humidity

ASTM D 2370 Elongation and Tensile Strength of Free Films of Paint, Varnish, Lacquer and Related Products with a Tensil Testing Apparatus, Tests for

ASTM D 2447 Polyethylene (PE) Plastic Pipe, Schedules 40 and 80, Based on Outside Diameter

ASTM D 2486 Scrub Resistance

ASTM D 2513 Thermoplastic Gas Pressure Pipe, Tubing, and Fittings

ASTM D 2621 Infrared Identification of Vehicle Solids from Solvent-Reducible Paints

ASTM D 2632 Rubber Property-Resilience by Vertical Rebound

ASTM D 2661 Acrylonitril-Butadiene-Styrene (ABS) Schedule 40 Plastic Drain, Waste, and Vent Pipes and Fittings

SECTION 01 10 10 Page 19

ASTM D 2697 Volume Nonvolatile Matter in Clear Pigmented Coatings

ASTM D 2751 Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and Fittings

ASTM D 2794 Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D 3034 Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings

ASTM D 3273 Resistance of Growth of Mold on Surface of Interior Coating in an Environmental Chamber

ASTM D 3274 Evaluating Degree of Surface

ASTM D 3278 Test Method for Flash Point of Liquids by Small Scale Closed-Cup Apparatus

ASTM D 3335 Low Concentrations of Lead, Cadmium, and Cobalt in Paint by Atomic Absorption Spectroscopy

ASTM D 3350 Polyethylene Plastics Pipe and Fittings Materials

ASTM D 3359 Measuring Adhesion by Tape Test\O

ASTM D 3364 Film Hardness by Pencil Test, Test for

ASTM D 3597 Woven Upholstery Fabrics-Plain, Tufted or Flocked

ASTM D 3676 Rubber Cellular Cushion Used for Carpet Or Rug Underlay

ASTM D 3690 Performance Specification for Vinyl-Coated and Urethane-Coated Upholstery Fabrics-Indoor

ASTM D 3718 Low Concentrations of Chromium in Paint by Atomic Absorption Spectroscopy

ASTM D 4060 Abrasion Resistance of Organic Coatings by Taber Abraser

ASTM D 4078 Water Emulsion Floor Polish

ASTM D 4214 Evaluating the Degree of Chalking of Exterior Paint Films

ASTM D 4397 Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

ASTM D 4541 Pull-off Strength of Coatings Using Portable Adhesion Testers

ASTM D 5034 Breaking Strength and Elongation of Textile Fabrics (Grab Test)

ASTM D 5116 Environmental Chamber Test

ASTM D 5252 Practice for the Operation of the Hexapod Tumble Drum Tester

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ASTM D 5417 Practice for Operation of the Vettermann Drum Tester

ASTM D 5894 Standard Practice for Cyclic Salt Fog/UV Exposure of Painted Metal,(Alternating Exposure in a Fog/Dry Cabinet and a UV Condensation Cabinet)

ASTM E 11 Wire Cloth and Sieves for Testing Purposes

ASTM E 84 Surface Burning Characteristics of Building Materials

ASTM E 90 Laboratory Measurement of Sound Transmission Loss of Building Partition Element

ASTM E 96 Water Vapor Transmission of Materials

ASTM E 97 45-deg, 0-deg, Directional Reflectance Factor of Opaque Specimens by Broad-Band Filter Reflectometry, Test for

ASTM E 119 Fire Tests of Building Construction and Materials

ASTM E 136 Behavior of Materials in a Vertical Tube Furnace at 750 Degrees C

ASTM E 196 Standard Practice for Gravity Load Testing of Floors and Flat Roofs

ASTM E 283 Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E 330 Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference

ASTM E 331 Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference

ASTM E 336 Measurement of Airborne Sound Insulation in Buildings

ASTM E 514 Standard Test Method for Water Penetration and Leakage through Masonry

ASTM E 580 Application of Ceiling Suspension Systems for Acoustical Tiles and Lay In Panels in Areas Requiring Seismic Restraint

ASTM E 648 Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source

ASTM E 773 Accelerated Weathering of Sealed Insulating Glass Units

ASTM E 774 Classification of the Durability of Sealed Insulating Glass Units

ASTM E 814 Fire Tests of Through-Penetration Fire Stops

ASTM E 1264 Standard Classification for Acoustical Ceiling Products

SECTION 01 10 10 Page 21

ASTM E 1414 Standard Test for Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum

ASTM E 1592 Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

ASTM F 152 Cork, Tensil Strength

ASTM F 793 Standard Classification of Wallcovering by Durability Characteristics

ASTM F 842 Measuring the Forced Entry Resistance of Sliding Door Assemblies, Excluding Glazing Impact

ASTM F 883 Padlocks

ASTM F 1066 Vinyl Composition Floor Tile

ASTM F 1303 Sheet Vinyl Floor covering with Backing

ASTM F 1344 Rubber Floor Tile

ASTM F 1700 Solid Vinyl Tile

ASTM F 1869 Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

ASTM G 21 Recommended Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi

ASTM G 154 Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials

5.3.13AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive Reston, VA 20191-4400 Ph: 703-295-6300 -800-548-2723 Fax: 703-295-6222 Internet: http://www.asce.org e-mail: marketing@asce.org

ASCE 7 Minimum Design Loads for Buildings and Other Structures

5.3.14AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329 Ph: 800-527-4723 or 404-636-8400 Fax: 404-321-5478 Internet: http://www.ashrae.org

ASHRAE HANDBOOK OF FUNDAMENTALS

ASHRAE HANDBOOK OF HVAC SYSTEMS AND EQUIPMENT

ASHRAE 52.1 Gravimetric and Dust-Spot Procedures for Testing Air- Cleaning Devices Used in General Ventilation for Removing Particulate Matter

SECTION 01 10 10 Page 22

ASHRAE 34 Number Designation and Safety Classifications of Refrigerants

ASHRAE 90.1 Energy Efficient Design of New Buildings Except Low- Rise Residential Buildings

5.3.15AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

Three Park Ave.

New York, NY 10016-5990 Ph: 212-591-7722 Internet: http://www.asme.org

ASME A112.19.1M Enameled Cast Iron Plumbing Fixtures

ASME A112.19.2M Vitreous China Plumbing Fixtures

ASME A112.19.3M Stainless Steel Fixtures (Designed for Residential Use)

ASME B31.8 Gas Transmission and Distribution Piping Systems

ASME BPVC SEC IV International Boiler and Pressure Vessel Code; Section IV, Heating Boilers

5.3.16AMERICAN WATER WORKS ASSOCIATION (AWWA)

6666 West Quincy Ave Denver, CO 80235 Ph: 303-794-7711 Fax: 303-347-0804 Internet: http://www.awwa.org

AWWA C300 Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, for Water and Other Liquids

AWWA C301 Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, for Water and Other Liquids

AWWA C302 Reinforced Concrete Pressure Pipe, Noncylinder Type, for Water and Other Liquids

AWWA C500 Gate Valves for Water and Sewerage Systems

AWWA C502 Dry-Barrel Fire Hydrants

AWWA C651 Disinfecting Water Mains

AWWA C700 Cold-Water Meters Displacement Type, Bronze Main Case

AWWA C701 Cold-Water Meters -Turbine Type, for Customer Service

AWWA C900 Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. Through 12 In., for Water Distribution

5.3.17AMERICAN WELDING SOCIETY (AWS)

550 N.W. LeJeune Road Miami, FL 33126

SECTION 01 10 10 Page 23

Ph: 800-443-9353 -305-443-9353 Fax:…