W912PL20R0003_Amendment0006.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 136

0006 Apr 14, 2020

W912PL

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, WEST REGION BRANCH

915 WILSHIRE BLVD, SUITE 930

LOS ANGELES, CA 90017

W912PL20R0003

Dec 6, 2019

Design Build, Joint Simulation Environment Facility, Edwards AFB, CA

Due date for receipt of proposals is April 22, 2020 at 2:00 PM local time.

Replaced entire Section 01 10 10 SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA, changes are on paragraph 12.2.10.1 and 17.3

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

EDWARDS JOINT SIMULATION ENVIRONMENT 2264

SECTION 01 10 10 Page 1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

TABLE OF CONTENTS

1. SCOPE

2. SUMMARY DESCRIPTIONS

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

4. DESIGN SUBMITTAL REQUIREMENTS

5. SUSTAINABLE DESIGN

6. CIVIL DESIGN

7. LANDSCAPE ARCHITECTURE

8. GEOTECHNICAL DESIGN REQUIREMENTS

9. STRUCTURAL DESIGN

10. ARCHITECTURAL DESIGN

11. LIFE SAFETY

12. MECHANICAL DESIGN

13. FIRE PROTECTION

14. ELECTRICAL DESIGN

15. FIRE ALARM AND MASS NOTIFICATION SYSTEMS

16. BUILDING SECURITY SYSTEM

17. TELECOMMUNICATIONS DESIGN

18. CYBERSECURITY

SECTION 01 10 10 Page 2

1. SCOPE

1.1 Design and construct the Joint Simulation Environment (JSE) Facility at Edwards AFB, CA in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and construct the required facility as described in this document and Section 01 10 11, Room-by-Room Requirements, and to meet the operational requirements of the Air Force. The Contractor shall provide all labor, equipment and material to perform the design and construct the complete, operational facility.

The Contractor is responsible for visiting the site during a prescheduled site visit of all bidders prior to submitting his proposal

1.2 The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, electrical, civil, landscape and other engineering features of the work shall be accomplished, reviewed, approved and sealed by engineers, architects and interior designers who are licensed professionals with a minimum of three years’ experience to practice in their respective professional field in a state or possession of the United States. The structural interior design (SID) shall be designed/supervised by a registered or certified (as appropriate for the state) interior designer who is NCIDQ certified. The Contractor’s team shall include an accredited professional in sustainability under one of the third party certification systems. The professional shall have the responsibility to coordinate the design and construction efforts in achieving the requirements of paragraph 5 Sustainable Design.

1.3 The design and construction of the facility shall conform to the Edwards AFB Design Standards (latest edition) included in the Appendix. Features differing from the requirements in this RFP may be allowed if said changes otherwise provide the same level of function, quality and performance established in Solicitation.

However, the offeror’s proposal shall be based on the specifications and drawings contained within this RFP package without deviations. This does not limit the successful offeror from proposing changes to the RFP design during the design phase of the project after award. The Government will be the sole authority in determining if changes are acceptable.

1.4 The Contractor is responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in this solicitation will alleviate him from performing any additional design as required to produce a complete set of construction documents. The following provisions shall be maintained in the Contractor’s design:

1.4.1 Provision 1: Gross Square Feet: The Contractor’s design shall provide similar square footage area overall, and on a room by room basis as shown in the Government’s conceptual design. Overall square footage however may not exceed the 1391 allowed scope.

1.4.2 Provision 2: Equivalent Functional Arrangement: The Contractor’s design shall provide equivalent functional arrangement of rooms and spaces as shown in the Government’s conceptual design.

SECTION 01 10 10 Page 3

1.4.3 Provision 3: Overall Site Limits: The Contractor’s design shall be limited to the general extents of the Project site shown in the Government’s conceptual design.

1.4.4 Provision 4: Gross Glazing Area: The Contractor’s design shall provide at a minimum, the same overall glazing area as shown in the Government’s conceptual design. Glazing area may be increased, but not decreased from that indicated in the Government’s conceptual design.

1.4.5 Provision 5: Sustainable Design: The Contractor’s design is required to meet the sustainable design guidelines required by this RFP. If the Contractor determines that alternate assemblies or functional arrangements are better suited for the achievement of sustainable design goals, the Contractor may propose those changes. Changes can only be incorporated under the review and approval of the Government.

1.5 The Government’s conceptual site drawings indicate the general location of the facility, its approximate maximum size, and other system parameters that represent functional relationships of the project program. The Contractor’s design shall maintain functional relationships regardless of individual design decisions/changes made.

1.6 The Government’s conceptual facility and site design provided in the RFP documents illustrates intent and functional relationships and does not indicate all necessary construction requirements or components. The written RFP describes associated technical, performance and systems requirements. The Contractor is responsible for the complete Project design, shall retain all responsibilities, and be recognized as the Designer of Record.

1.7 Options: These options are not required to be exercised incrementally.

1.7.1 Option #1 – Low Profile Raise Flooring in Office Areas. This option includes all design and construction for 3” – 4” access flooring in the following areas: JSE Cubicles, EWS Cubicles and EWB Cubicles. The intent of this option is to provide flexibility with the open cubicle floorspace for power and comm hookups.

1.7.2 Option #2 - Compartmented Areas within SCIF. The facility base bid has identified the perimeters of SCIF construction and some compartmented areas (CAs) on the RFP drawings. A majority of the internal walls within the SCIF for base bid are true floor to ceiling however are not STC 50 rated per ICD/ICS 705 v1.4 standards for CAs. Access Control Systems are still applicable and as indicated in the 01 10 11.

The option is to provide nearly full compartmentalization of all spaces within the SCIF to an STC 50 rating which includes doors. This option is currently shown on the drawings under A-101A and delineated with different colors. The CA’s shall be built to the standards of ICD/ICS 705 v1.4.

1.7.3 Option #3 – Telescoping Seating in Main Auditorium Room. The base bid shall be to provide a permanent stadium seating solution for this space. The retractable seating option shall accommodate a sealed concrete flat floor surface to allow space flexibility when it is stored to one end of the room. Seating system shall be power assisted, platform understructure to be powdered coated matt finish, deck shall be carpeted, fluted aluminum nosing at stair treads, aisle lighting system, and

SECTION 01 10 10 Page 4 safety side rails. Seating quality requirements in accordance with section 10.14.11.8.

1.7.4 Option #4 – Antenna Rooftop Stand. Provide rooftop stand and roof access stairway as indicated in the drawings, with similar properties to product shown in Appendix Y. See section 10.13.3.5 for more information. Provide (4) 4-inch conduits from each HITL bay originating under the raised access flooring near the Ante Bay. Penetrations shall be IAW ICD/ICS 705 v1.4 and roofing system manufacturer’s recommendations. The stand requires (8) standard 120 VAC receptacles will be required for this space for test equipment and maintenance.

1.8 Construction Phasing:

1.8.1 Interim BOD - In the contractor’s design and construction schedule, it shall be identified under separate task and prioritized for the completion of the High Fidelity Cockpit Room and HITL spaces as early as possible for interim BOD. Interim BOD will allow for the user’s simulator installer to begin the installation of the simulator equipment in these spaces. Warranty and final commissioning of these spaces does not start at interim BOD but at the final facility BOD. These spaces shall be prepared and outfitted with enough supporting infrastructure to receive the simulator parts while the remainder of the facility is under construction. The contractor must coordinate with the simulator installer to make sure all requirements are met prior to installing. At a minimum, the spaces need to be accessible, have power, lighting, foundation, interior walls and building envelope.

The building of the simulator domes takes time and the customer mission would be impacted if this task started at final facility BOD. The objective timeframe for the interim BOD on the noted spaces above is 90 days prior to Final BOD.

1.8.2 Construction Security Access – During construction Bldg 1019 may be demolished only after temporary Access Control Points (ACPs) have been established at the IFAST Bldg 1020 and BAF Bldg 1030 ends of the 412 EWG compound. The contractor must provide all interior fencing to isolate these two separate compounds so that they may operate independent and do not conflict with construction site. The 412 EWG will be responsible for establishing the ACP’s (GF/GI) with required power and communications to function during construction.

These facilities will be in place prior to the Contractor breaking ground. The contractor must provide conduit and cabling to these security features back to the Security Room in the front lobby of the JSE Facility prior to project completion.

Vehicular and Pedestrian gates to these individual compounds must be maintained and not blocked off. The construction phasing above allows the base security forces to identify the construction zone as a “free zone” for the contractor to gain access without restrictions. Only after this is performed may the contractor remove the west side fencing to access the site. When construction fencing has to be removed or relocated, this must be coordinated with the security forces two weeks in advance. In no case shall the compound fencing of either building or the airfield fencing be compromised and left open without supervision.

1.8.3 Joint Occupancy and Contractor Agreements – The project will have multiple contractors working on separate Government contracts for this project outside of the contract identified within this RFP. These contractors are for the IDS and ACS Systems, Simulators, FF&E, and Communications. The separate Government

SECTION 01 10 10 Page 5 contractors must be coordinated with during the design and construction process where work interfaces or otherwise requires joint participation to accomplish the Government’s requirements. During construction joint occupancy will be required for these contractors to properly outfit the spaces in concert with the Building Contractor’s schedule.

2. SUMMARY DESCRIPTIONS

2.1 This project will construct up to the allowed 1391 scope of 72,140 square foot multistory Joint Simulation Environment Facility at Edwards AFB, CA. The project shall be designed within the criteria prescribed in UFC 1-200-01, UFC 3-600-01, and operations and maintenance manuals. See paragraph 4.14 for a list of applicable codes and criteria.

2.1.1 This project is intended to provide a ground test facility that can accommodate multi-level security, with multiple airframes and weapon systems. The facility will house simulators which can test 5th generation aircraft capabilities that are otherwise cannot be performed in open air ranges.

2.2 SITING SUMMARY. The new building will be sited within the 412 EWG campus at Edwards AFB. The building site is located between buildings 1020 and 1030 and is off of Wolf Avenue. See sheet G-101 for more information. Preliminary geotechnical information has been included in this RFP (see paragraph 8 for more information).

2.3 BUILDING CONSTRUCTION SUMMARY: The facility will be type IIB construction. Materials and finishes will take cues from the adjacent buildings and comply with the Edwards AFB Design Standards.

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

3.1 BASE DESCRIPTION: The 412th Test Wing is the host wing for Edwards AFB.

The 412th Test Wing Plans, conducts, analyzes, and reports on all fights and ground testing of aircraft, weapons systems, software and components as well as modeling and simulation of the U.S. Air Force.

3.2 BACKGROUND: The Air Force’s 5th Generation aircraft testing capabilities are becoming increasingly limited in open air ranges. In order to support the Air Force’s needs of developmental and operational testing a new facility is required which is organic to the Air Force. The JSE is a robust modeling, simulation and analysis (MS&A) infrastructure that enables accurate evaluation of multi-domain capabilities across all classification levels, critical for force development. JSE will directly support the Air Force investment in MS&A to enable rapid assessment of advanced technologies and concepts developed by government, industry, and academia in consistent operational environments. JSE is a MS&A infrastructure which will support basic research, war gaming, development planning, experimentation campaigns and operational/strategic analysis.

SECTION 01 10 10 Page 6

4. DESIGN SUBMITTAL REQUIREMENTS

4.1 The design requirements within this Section 01 10 10 and the following Section 01 10 11 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this section. Each Offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project. Requirements of this section may add to criteria contained in the referenced documents and this section shall be deemed the controlling authority of any changes to the other referenced documents and criteria

4.2 DESIGN STANDARDS. Equipment, hardware, and materials shall be standard manufactured domestic items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the Contracting Officer.

4.3 CODES. The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, and with the listed specifications. The building will be of a noncombustible construction classification. Wood structural elements will not be acceptable.

4.4 IMPERIAL DESIGN. This project shall be designed in Imperial/English inch-pound (I-P) units per the preference of the Using Agency and Major Command.

4.5 DRAWINGS. Attached drawings provide information on the project site and functional arrangement and relationships of internal components. Changes and adjustments to the site and building plan arrangement are allowed subject to provisions established in Paragraphs 1.3 and 1.4.

4.6 FIELD INFORMATION. The utility and as-built information provided in the drawings is the best information available. It is provided to assist the offerors in preparing their proposal and then during the design of this project. The Contractor is responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc. shall be the responsibility of the Contractor and shall tie into the project datum.

4.7 DESIGN DETAILS AND STANDARDS. The Contractor shall create design details as required, but shall conform to the requirements of the RFP, and are subject to approval by the Government.

4.8 ASBESTOS AND LEAD BASED PAINT (LBP) SURVEY. Two facilities are identified for demolition on job: Buildings 1019, 1030B. Hazmat surveys are available for both facilities and have been attached to the Asbestos Specification 02 80 00. Contractor shall review these surveys and prepare bid accordingly to include abatement where applicable. Contractor shall perform supplemental HAZMAT (asbestos, lead, PCB, etc) surveys of the buildings prior to any

SECTION 01 10 10 Page 7 demolition work; to identify and quantify any HAZMAT to be abated or removed from the structure to be renovated/demolished. A full report of the survey findings shall be provided to the COR and Base Personnel as described in the specifications. Any Asbestos Containing Material (ACM) will be abated IAW USACE EM 385-1-1, Safety and Health Requirement Manual, and all applicable federal, state and local laws and regulations. All other Regulated Materials shall be disposed IAW all applicable federal, state and local laws and regulations.

4.9 SPECIFICATIONS. The Contractor shall follow all Unified Facilities Guide Specifications (UFGS) already included in this RFP, and the Contractor shall also provide all other applicable, edited UFGS sections as required for the design and construction of this project. The Unified Facilities Guide Specifications can be retrieved at http://www.wbdg.org/ccb/. Items to be deleted from the specifications shall use the “strikethrough” formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font.

Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc,), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and government and industry publications that are referenced in this RFP. Anticipated specification section list includes but is not limited to the following: 01 11 00, 01 32 00, 01 33 00, 01 35 26, 01 42 00, 01 45 00, 01 50 00, 01 57 00, 01 74 00, 01 78 00, 01 91 00, 02 32 00, 02 41 00, 03 11 00, 03 15 00, 03 20 00, 03 30 00, 03 35 00, 03 39 00, 05 12 00, 05 30 00, 05 40 00, 05 50 13, 05 51 33, 06 10 00, 06 61 16, 07 10 00, 07 21 16, 07 50 00, 07 60 00, 07 70 00, 07 84 00, 08 10 00, 08 12 00, 08 13 00, 08 14 00, 08 30 00, 08 33 00, 08 34 00, 08 35 00, 08 41 00, 08 43 00, 08 50 00, 08 80 00, 08 90 00, 09 29 00, 09 30 10, 09 51 00, 09 51 00, 09 65 00, 09 90 00, 10 21 13, 10 28 13, 10 44 16, 12 32 00, 13 34 19, 13 34 19, 13 48 00, 21 13 13, 22 00 00, 23 00 00, 23 05 93, 23 07 00, 23 09 23, 23 23 00, 23 82 02, 26 00 00, 26 05 48, 26 08 00, 26 12 19, 26 20 20, 26 24 13, 26 30 00, 26 50 00, 26 56 00, 27 10 00, 28 10 00, 28 30 00, 31 00 00, 31 10 00, 31 40 00, 32 30 00, 33 00 00, and 41 22 00.

4.9.1 UFGS Selection. UFGS that have been unified for use by all participating agencies have a level 3 or level 4 MasterFormat™ number. UFGS that are agency-specific have a fifth level number indicating it as an agency specific specification. A specification that has a fifth level number "10" indicates USACE, a "20" indicates NAVFAC, a "30" indicates AFCESA and a "40" indicates NASA.

Preparing agencies are indicated in the UFGS header of each specification. The DB Contractor must adhere to the following order of precedence in selecting UFGS sections: first, a UFGS specific to the project’s installation; second, a USACE specification; third, a unified UFGS if one is available; and lastly, a UFGS specific to another DoD agency.

4.9.2 The Contractor shall not edit the UFGS sections to the point that they no longer contain any original information. Edits to the UFGS sections is permitted only in such instances that the language becomes specific to this project.

4.10 SUSTAINABLE DESIGN. The Contractor’s design shall comply fully with the requirements of UFC 1-200-02, High Performance and Sustainable Building Requirements. See also paragraph 5 SUSTAINABLE DESIGN for more information and additional requirements.

SECTION 01 10 10 Page 8

4.11 ANTI-TERRORISM/FORCE PROTECTION (AT/FP). This project will comply with the AT/FP requirements of UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings. The design basis threat considers low level protection and for that the minimum requirements of the UFC shall be followed.

4.12 BARRIER FREE DESIGN. This facility is to be staffed and used by DoD civilians and service members. There are administrative spaces and open lab spaces. This facility shall be fully accessible to all handicapped individuals in accordance with the Architectural Barriers Act (ABA).

4.13 ENVIRONMENTAL PROTECTION. All work and Contractor operations shall comply with the requirements imposed by all applicable federal, state, county, local and base regulations and permits concerning environmental protection. Project schedule shall reflect time required to acquire permits and provide copies to the Contracting Officer prior to commencing work. Contractor shall coordinate with the Installation Environmental Engineer for all applicable permits.

4.14 CONSOLIDATED LIST OF CODES AND STANDARDS. Each design discipline cites references to various codes and standards that govern the design of the project. A listing of the majority of codes and standards required for compliance with the requirements of this RFP follows. Note: Unless otherwise noted, use the latest edition for all reference standards or criteria listed in this section.

4.14.1 Edwards AFB Design Standards

4.14.2 Executive Order 13693, Planning for Federal Sustainability in the Next Decade, 15 March 2015

4.14.3 Department of Defense Sustainable Buildings Policy, 10 November 2013

4.14.4 AGRAM 17-01, Change to AF New Construction and Major Renovation Certification Requirements, February 2017

4.14.5 Air Force Sustainable Design and Development (SDD) Implementing Guidance, 02 June 2011

4.14.6 ICD/ICS 705 Technical Specification for Construction and Management of Sensitive Compartmented Information Facilities, v1.4

4.14.7 DODI 4170.11, Installation Energy Management, dated 11 December 2009

4.14.8 Architectural Barriers Act (ABA) Accessibility Standards

4.14.9 UFC 1-200-01, General Building Requirements

4.14.10 UFC 1-200-02, High Performance and Sustainable Building Requirements

4.14.11 UFC 3-101-01, Architecture

4.14.12 UFC 3-110-03, Roofing

4.14.13 UFC 3-120-01, Design: Sign Standards

SECTION 01 10 10 Page 9

4.14.14 UFC 3-120-10, Interior Design

4.14.15 UFC 3-190-06, Protective Coatings and Paints

4.14.16 UFC 3-201-01, Civil Engineering

4.14.17 UFC 3-201-02, Landscape Architecture

4.14.18 UFC 3-210-10, Low Impact Development

4.14.19 UFC 3-220-01, Geotechnical Engineering

4.14.20 UFC 3-220-04FA, Backfill for Subsurface Structures

4.14.21 UFC 3-220-05, Dewatering and Groundwater Control

4.14.22 UFC 3-220-10N, Soil Mechanics

4.14.23 UFC 3-230-01, Water Storage, Distribution, and Transmission

4.14.24 UFC 3-230-06A, Subsurface Drainage

4.14.25 UFC 3-240-01, Wastewater Collection

4.14.26 UFC 3-250-01, Pavement Design for Roads and Parking Areas

4.14.27 UFC 3-250-03, Standard Practice Manual for Flexible Pavements

4.14.28 UFC 3-250-04, Standard Practice for Concrete Pavements

4.14.29 UFC 3-250-07, Standard Practice for Pavement Recycling

4.14.30 UFC 3-250-11, Soil Stabilization for Pavements

4.14.31 UFC 3-270-01, Asphalt Maintenance and Repair

4.14.32 UFC 3-270-04, Concrete Repair

4.14.33 UFC 3-301-01 Structural Engineering

4.14.34 UFC 3-400-02, Design: Engineering Weather Data

4.14.35 UFC 3-401-01, Mechanical Engineering

4.14.36 UFC 3-410-01, Heating, Ventilating and Air Conditioning Systems

4.14.37 UFC 3-410-02, Lonworks® Direct Digital Control for HVAC and Other Local Building Systems

4.14.38 UFC 3-410-04N, Industrial Ventilation

4.14.39 UFC 3-420-01, Plumbing Systems

SECTION 01 10 10 Page 10

4.14.40 UFC 3-420-02FA, Compressed Air

4.14.41 UFC 3-450-01, Noise and Vibration Control

4.14.42 UFC 3-501-01, Electrical Engineering

4.14.43 UFC 3-520-01, Interior Electrical Systems

4.14.44 UFC 3-520-05, Stationary Battery Areas

4.14.45 UFC 3-530-01, Design: Interior and Exterior Lighting and Controls

4.14.46 UFC 3-550-01, Exterior Electrical Power Distribution

4.14.47 UFC 3-550-03FA, Electrical Power Supply and Distribution

4.14.48 UFC 3-570-01, Cathodic Protection

4.14.49 UFC 3-575-01, Lightning and Static Electricity Protection Systems

4.14.50 UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design

4.14.51 UFC 3-600-01, Fire Protection Engineering for Facilities

4.14.52 UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings

4.14.53 UFC 4-010-06, Cybersecurity of Facility-Related Control Systems

4.14.54 UFC 4-010-05, Sensitive Compartmented Information Facilities Planning, Design, and Construction

4.14.55 UFC 4-021-02, Electronic Security Systems

4.14.56 UFC 4-021-01, Design and O&M: Mass Notification Systems

4.14.57 UFC 4-022-01, Security Engineering: Entry Control Facilities / Access Control Points

4.14.58 A-E Guide, Volume 1, General Instructions for Air Force Projects, Sacramento District

4.14.59 A-E Guide, Volume 2a & 2b, Cost Estimating, Sacramento District

4.14.60 A-E Guide, Volume 3, Specifications, Sacramento District

4.14.61 Unified Facilities Guide Specifications (UFGS)

4.14.62 2015 International Building Code (IBC), except as modified in UFC 1-200-01 &

UFC 3-310-01

4.14.63 International Plumbing Code (IPC)

SECTION 01 10 10 Page 11

4.14.64 International Mechanical Code (IMC)

4.14.65 NFPA 10, Standard for Portable Fire Extinguisher

4.14.66 NFPA 13, Installation of Sprinkler Systems

4.14.67 NFPA 24, Installation of Private Fire Service Mains

4.14.68 NFPA 30, Flammable and Combustible Liquids Code

4.14.69 NFPA 54, National Fuel Gas Code

4.14.70 NFPA 70, National Electrical Code

4.14.71 NFPA 70E, Standard for Electrical Safety in the Workplace

4.14.72 NFPA 72, National Fire Alarm Code

4.14.73 NFPA 72H, Guide for Testing Procedures for Local Auxiliary Remote Station and Proprietary Protective Signaling Systems

4.14.74 NFPA 80, Fire Doors and Fire Windows

4.14.75 NFPA 90A, Installation of Air Conditioning And Ventilating Systems

4.14.76 NFPA 90B, Installation of Warm Air Heating and Air-Conditioning Systems

4.14.77 NFPA 101, Life Safety Code

4.14.78 NFPA 110, Emergency and Standby Power Systems

4.14.79 NFPA 111, Stored Electrical Energy Emergency Standby Power Systems

4.14.80 NFPA 780, Lightning Protection Systems

4.14.81 Federal Specification (FS) HH-I-558, Insulation, Blankets, Thermal (Mineral Fiber, Industrial Type)

4.14.82 Manual on Uniform Traffic Control Devices (MUTCD), US Department of Transportation, Federal Highway Administration

4.14.83 National Earthquake Hazard Reduction Program (NEHRP), US Geological Survey

(USGS)

4.14.84 ACI 318-14, Building Code Requirements for Structural Concrete

4.14.85 ACI 530-13/ASCE 5-13/TMS 402-08, Building Code Requirements for Masonry Structures

4.14.86 AISI Cold Formed Steel Design, 2010

4.14.87 ASCE 7-10, Minimum Design Loads for Buildings and Other Structures

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4.14.88 ANSI A136.1, Installation of Ceramic Tile

4.14.89 ANSI A137.1, Ceramic Tile

4.14.90 ANSI/BHMA A156.1, Butts and Hinges

4.14.91 ANSI/BHMA A156.2, Bored and Preassembled Locks and Latches

4.14.92 ANSI/BHMA A156.3, Exit Devices

4.14.93 ANSI/BHMA A156.4, Door Controls - Closers

4.14.94 ANSI/BHMA A156.5, Cylinders and Input Devices for Locks

4.14.95 ANSI/BHMA A156.6, Architectural Door Trim

4.14.96 ANSI/BHMA A156.13, Mortise Locks & Latches

4.14.97 ANSI/BHMA A156.18, Materials and Finishes

4.14.98 ANSI/BHMA A156.36, Auxiliary Locks

4.14.99 ANSI A440, Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors

4.14.100 ANSI A250.8, Standard Steel Doors and Frames

4.14.101 ANSI C2, National Electrical Safety Code

4.14.102 ANSI C57.12.00 General Requirements for Liquid-Immersed Distribution, Power, and Regulating Transformers

4.14.103 ANSI C57.12.26 Requirements for Pad-Mounted, Compartmental-Type, Self- Cooled, Three-Phase Distribution Transformers for use with Separable Insulated High-Voltage Connectors, High-Voltage, 34500GrdY/19920 Volts and Below; 2500 kVA and Smaller

4.14.104 ANSI C57.12.27 Conformance Requirements for Liquid-Filled Distribution Transformers Used in Pad-Mounted Installations, Including Unit Substations

4.14.105 ANSI C57.12.28 Switchgear and Transformers - Pad-Mounted Equipment - Enclosure Integrity

4.14.106 ANSI C62.41 Surge Voltage in Low Voltage AC Power Circuits

4.14.107 ANSI C84.1, Electric Power Systems and Equipment - Voltage Ratings

4.14.108 ANSI C502, Dry-Barrel Fire Hydrants

4.14.109 ANSI C503, Wet-Barrel Fire Hydrants

4.14.110 ANSI C900, Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 inches through 12 inches, for Water Transmission and Distribution

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4.14.111 ANSI C901, Standard for Polyethylene (PE) Pressure Pipe and Tubing, ½ inch through 3 inches, for Water Service.

4.14.112 ANSI Z83.11, Gas Food Service Equipment

4.14.113 ANSI Z124.3, Plastic Lavatory Units

4.14.114 ANSI Z124.6, Plastic Sinks

4.14.115 ANSI Z358.1, Emergency Eye Wash: Fountain

4.14.116 ANSI/AISC 341-05, Seismic Provisions for Structural Steel Buildings

4.14.117 ANSI/AISC 360-05, Specifications for Structural Steel Buildings

4.14.118 ANSI/IEEE Std. 141, Recommended Practice for Electric Power Distribution for Industrial Plants – IEEE Red Book

4.14.119 ANSI/IEEE Std. 142, Recommended Practice for Grounding of Industrial and Commercial Power Systems – IEEE Green Book

4.14.120 ANSI/IEEE Std. 241, Recommended Practice for Electric Power Systems in Commercial Buildings – IEEE Gray Book

4.14.121 ANSI/IEEE Std. 242, Recommended Practice for Protection and Coordination of Industrial and Commercial Power Systems – IEEE Buff Book

4.14.122 ANSI/IEEE Std. 399, Recommended Practice for Industrial and Commercial Power Systems Analysis – IEEE Brown Book

4.14.123 ANSI/IEEE Std. 446, Recommended Practice for Emergency and Standby Power Systems for Industrial and Commercial Applications – IEEE Orange Book

4.14.124 ANSI/IEEE Std. 493, Recommended Practice for the Design of Reliable Industrial and Commercial Power Systems – IEEE Gold Book

4.14.125 ANSI/IEEE Std. 519, Recommended Practices and Requirements for Harmonic Control in Electrical Power Systems-Second Printing

4.14.126 ANSI/IEEE Std. 1100, Recommended Practice for Powering and Grounding Electronic Equipment – IEEE Emerald Book

4.14.127 ANSI/IEEE Std. 1584, IEEE Guide for Performing Arc Flash Hazard Calculations

4.14.128 ANSI/TIA/EIA-TSB-67, Transmission Performance Specifications for Field Testing of Unshielded Twisted Pair (UTP) Cabling System

4.14.129 ANSI/TIA/EIA-526-7, Measurement of Optical Power loss of Installed Single-Mode Fiber Cable Plant - OFSTP-7

4.14.130 ANSI/TIA/EIA-526-14, Optical Power Loss Measurements of Installed Multimode Fiber Cable Plant - OPSTP-14

SECTION 01 10 10 Page 14

4.14.131 ANSI/TIA/EIA-568-B, Commercial Building Telecommunications Cabling Standard

4.14.132 ANSI/TIA/EIA-568-C, Commercial Building Telecommunications Cabling Standards

4.14.133 ANSI/TIA/EIA-569-A, Commercial Building Standard For Telecommunications Pathways and Spaces

4.14.134 ANSI/TIA/EIA-598, Optical Fiber Cable Color Coding

4.14.135 ANSI/TIA/EIA-606-A, The Administration Standard For the Telecommunications Infrastructure of Commercial Buildings

4.14.136 ANSI/TIA/EIA-607, Commercial Building Grounding and Bonding Requirements for Telecommunications

4.14.137 ANSI/TIA/EIA 758, Customer Owned Outside Plant Telecommunications Cabling Standard

4.14.138 ASME A112.19.1M, Enameled Cast Iron Plumbing Fixtures

4.14.139 ASME A112.19.2M, Vitreous China Plumbing Fixtures and Hydraulic Requirements for Water Closets and Urinals

4.14.140 ASTM A36, Carbon Structural Steel

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

4.14.142 ASTM A446, Standard Specifications and Operating Instructions for Glass Capillary Kinematic Viscometers

4.14.143 ASTM A463, Steel Sheet, Aluminum-Coated, by the Hot-Dip Process

4.14.144 ASTM A500, Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

4.14.145 ASTM A572, High-Strength Low-Alloy Columbium-Vanadium Structural Steel

4.14.146 ASTM A615, Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

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

4.14.148 ASTM A706, Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

4.14.149 ASTM A792, Steel Sheet, 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

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4.14.150 ASTM A1011, Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High- Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra- High Strength

4.14.151 ASTM B117, Standard Practice for Operating Salt Spray (Fog) Apparatus

4.14.152 ASTM B209, Aluminum and Aluminum-Alloy Sheet and Plate

4.14.153 ASTM B221, Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

4.14.154 ASTM B88, Seamless Copper Water Tube

4.14.155 ASTM C33, Concrete Aggregates

4.14.156 ASTM C90, Loadbearing Concrete Masonry Units

4.14.157 ASTM C94, Ready-Mixed Concrete

4.14.158 ASTM C270, Mortar for Unit Masonry

4.14.159 ASTM C373, Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products

4.14.160 ASTM C475, Joint Compound and Joint Tape for Finishing Gypsum Board

4.14.161 ASTM C476, Grout for Masonry

4.14.162 ASTM C518, Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

4.14.163 ASTM C534, Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form

4.14.164 ASTM C552, Cellular Glass Thermal Insulation

4.14.165 ASTM C578, Rigid, Cellular Polystyrene Thermal Insulation

4.14.166 ASTM C612, Mineral Fiber Block and Board Thermal Insulation

4.14.167 ASTM C636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels

4.14.168 ASTM C645, Nonstructural Steel Framing Members

4.14.169 ASTM C648, Breaking Strength of Ceramic Tile

4.14.170 ASTM C665, Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing

4.14.171 ASTM C734, Low-Temperature Flexibility of Latex Sealants After Artificial Weathering

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4.14.172 ASTM C834, Latex Sealants

4.14.173 ASTM C919, Standard Practice for Use of Sealants in Acoustical Applications

4.14.174 ASTM C954, Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness

4.14.175 ASTM C955, Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases

4.14.176 ASTM C1002, Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs

4.14.177 ASTM C1028, Standard Test Method for Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull-Meter Method

4.14.178 ASTM C1047, Accessories for Gypsum Wallboard and Gypsum Veneer Base

4.14.179 ASTM C1060, Standard Practice for Thermographic Inspection of Insulation Installations in Envelope Cavities of Frame Buildings

4.14.180 ASTM C1178, Coated Glass Mat Water-Resistant Gypsum Backing Panel

4.14.181 ASTM C1289, Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

4.14.182 ASTM C1396, Gypsum Board

4.14.183 ASTM D217, Standard Test Methods for Cone Penetration of Lubricating Grease

4.14.184 ASTM D522, Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings

4.14.185 ASTM D523, Standard Test Method for Specular Gloss

4.14.186 ASTM D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort

4.14.187 ASTM D714, Standard Test Method for Evaluating Degree of Blistering of Paints

4.14.188 ASTM D968, Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive

4.14.189 ASTM D1003, Standard Test Method for Haze and Luminous Transmittance of Transparent Plastics

4.14.190 ASTM D1056, Flexible Cellular Materials - Sponge or Expanded Rubber

4.14.191 ASTM D1308, Standard Test Method for Effect of Household Chemicals on Clear and Pigmented Organic Finishes

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4.14.192 ASTM D1556, Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method

4.14.193 ASTM D1557, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort

4.14.194 ASTM D1586, Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils

4.14.195 ASTM E1592, Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

4.14.196 ASTM D1654, Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments

4.14.197 ASTM D1785, Poly(Vinyl Chloride) (PVC) Plastic Pipe

4.14.198 ASTM D2216, Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

4.14.199 ASTM D2244, Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

4.14.200 ASTM D2247, Standard Practice for Testing Water Resistance of Coatings in 100 % Relative Humidity

4.14.201 ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

4.14.202 ASTM D2488, Standard Practice for Description and Identification of Soils (Visual- Manual Procedure)

4.14.203 ASTM D2794, Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

4.14.204 ASTM D3359, Standard Test Methods for Measuring Adhesion by Tape Test

4.14.205 ASTM D3441, Standard Test Method for Mechanical Cone Penetration Tests of Soil

4.14.206 ASTM D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser

4.14.207 ASTM D4214, Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films

4.14.208 ASTM D4226, Standard Test Methods for Impact Resistance of Rigid Poly(Vinyl Chloride) (PVC) Building Products.

4.14.209 ASTM D4397, Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

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4.14.210 ASTM D4434, Poly(Vinyl Chloride) Sheet Roofing

4.14.211 ASTM D4643, Standard Test Method for Determination of Water (Moisture) Content of Soil by Microwave Oven Heating

4.14.212 ASTM D4959, Standard Test Method for Determination of Water (Moisture) Content of Soil by Direct Heating

4.14.213 ASTM D6938, Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)

4.14.214 ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials

4.14.215 ASTM E90, Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

4.14.216 ASTM E96, Standard Test Methods for Water Vapor Transmission of Materials

4.14.217 ASTM E119, Standard Test Methods for Fire Tests of Building Construction and Materials

4.14.218 ASTM E136, Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C

4.14.219 ASTM E514, Standard Test Method for Water Penetration and Leakage Through Masonry

4.14.220 ASTM E648, Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source

4.14.221 ASTM E779, Standard Test Method for Determining Air Leakage Rate by Fan Pressurization

4.14.222 ASTM E814, Standard Test Method for Fire Tests of Penetration Firestop Systems

4.14.223 ASTM E1186, Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems

4.14.224 ASTM E1745, Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs

4.14.225 ASTM E1827, Standard Test Methods for Determining Airtightness of Buildings Using an Orifice Blower Door

4.14.226 ASTM E2178, Standard Test Method for Air Permeance of Building Materials

4.14.227 ASTM F1066, Vinyl Composition Floor Tile

4.14.228 ASHRAE Handbook, Fundamentals

4.14.229 ASHRAE Handbook, HVAC Systems and Equipment

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4.14.230 ASHRAE Handbook, HVAC Applications.

4.14.231 ASHRAE Handbook, Refrigeration

4.14.232 ASHRAE Standard 15 Revision, Safety Code for Mechanical Refrigeration

4.14.233 ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality

4.14.234 ASHRAE Standard 70, Method of Testing the Performance of Air Outlets and Air Inlets

4.14.235 ASHRAE Standard 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings

4.14.236 ASHRAE Standard 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings (IESNA cosponsored), I-P Edition (ANSI approved)

4.14.237 Plumbing and Drainage Institute (PDI) WH 201, Water Hammer Arresters Standard

4.14.238 Plastic Pipe Institute Technical Report PPI-TR21, Thermal Expansion and Contraction of Plastic Pipe

4.14.239 SMACNA Architectural Sheet Metal Manual

4.14.240 SMACNA, HVAC Systems – Duct Design Manual

4.14.241 ISO 6781, Thermal Insulation - Qualitative Detection of Thermal Irregularities in Building Envelopes - Infrared Method First Edition

4.14.242 UL Fire Resistance Directory, Vol. 1 and 2

4.14.243 UL 50, Enclosures for Electrical Equipment

4.14.244 UL 263, Fire Tests of Building Construction and Materials

4.14.245 UL 268, Smoke Detectors for Fire Protective Signaling Systems

4.14.246 UL 300, Fire Testing of Fire Extinguishing Systems for Protection of Commercial Cooking Equipment

4.14.247 UL 464, Audible Signal Appliances

4.14.248 UL 497, Protectors for Paired Conductor Communication Circuits

4.14.249 UL 580, Tests for Uplift Resistance of Roof Assemblies

4.14.250 UL 723, Test for Surface Burning Characteristics of Building Materials

4.14.251 UL 762, Outline of Investigation for Power Roof Ventilators for Restaurant Exhaust Appliances

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4.14.252 UL 790, Standard Test Methods for Fire Tests of Roof Coverings

4.14.253 UL 910, Test for Flame-Propagation and Smoke-Density Values for Electrical and Optical-Fiber Cables Used in Spaces Transporting Environmental Air

4.14.254 UL 1046, Grease Filters for Exhaust Ducts

4.14.255 UL 1286, Office Furnishings

4.14.256 UL 1479, Fire Tests of Through-Penetration Firestops

4.14.257 UL 1480, Speakers for Fire Alarm, Emergency, and Commercial and Professional Use

4.14.258 UL 2085, Protected Aboveground Tanks for Flammable and Combustible…