W912PL22R0004_Amendment0003.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

1 183

0003 11-Feb-2022

W912PL

USACE, Los Angeles District ATTN: Contracting Division East Region Branch 915 Wilshire Boulevard, Suite 930 Los Angeles, CA 90017

See Item 6

W912PL22R0004

12JAN22

The purpose of this amendment is to extend the offer due date and make the changes identified within the continuation sheet.

Extend Offer Due Date and Time: 24 Feb 2022 at 2:00PM PST

Please see below Continuation Sheet

All other terms and conditions remain unchanged.

53WG Squadron Operations W912PL22R0004

SF 30 CONTINUATION PAGE 1

11 February 2022 Amendment 0003

SF 30 BLOCK 14 CONTINUATION

SUMMARY OF CHANGES

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Section Number Summary of Change SF-1442 Bid due date change to 24 Feb 2022

DIVISION 01 – 48 - TECHNICAL SPECIFICATIONS

Section Number Summary of Change 01 10 10 10.14.4.1, 10.14.4.5, 10.14.11.2, 10.14.12.8, 10.14.13.6, 10.14.11.10, 12.2.9.4, 12.2.24.2, 12.2.24.4, 12.3.3.4, 13.9, 14.3.2, 14.4.8, 14.4.8.2, 16.3 17.5.7 01 10 11 Changes to Rooms 29, 62, 64-65, 70-79, 102, 152

DRAWINGS

Sheet Number

Sheet Title and Summary of Change File Number

A-201 Change of mechanical enclosure wall height A-202 Change to mechanical enclosure wall height IF-102 Changes to Scope A-603 Change of door height I-610 Changes to finishes I-611 Changes to doors STC I-403 Changes to floor finishes I-404 Changes to floor finishes

OTHER

File Name Summary of Change Appendix T Adjustments to ceiling heights, SIMS, server and secure comm room space, Appendix T Update RAF height to 18”, clarified on contractor HVAC and UPS responsibility, provisioning of rack hush enclosure exhaust ducting for SIM rooms, Support rooms and Planning rooms in the Ops area

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

11. The Contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

W912PL22R0004

X

12JAN2022 1 OF 2

W912PL

USACE, Los Angeles District Contracting Division, East Region Branch 915 Wilshire Blvd Los Angeles, CA 90053-2325

See Item 7

CHARLIE R JONES (213) 452-3965

The U.S. Army Corps of Engineers Los Angeles District has been tasked to solicit for and award a design and construction contract for the 53WG Squadron Operations and Test Facility at Nellis AFB, Nevada. Project Description: Design and construct a 46,801 SF single story facility. The design and construction include reinforced concrete foundations, concrete floor slab, structural steel frame with split faced concrete masonry units, gypsum wallboard, and a combination single ply membrane/standing seam metal low slope roof. It also includes the design and constructio of a 800 SF single story Information Transfer Building (ITB). These facilities will house operations areas, support areas, sensitive compartmentalized information facilities (SCIF), special access program (SAF) facilities, and communications support functions. Facilities will be designed as permanent construction in accordance with the DoD Unified Facilities Criteria (UFC) 1-200-01. This acquisition is 100% Full and Open.

The estimated magnitude of the project is between $25,000,000.00 - $100,000,000.00.

10 720

X *Section 00 73 00

X 10

0 2PM PST

24 Feb 2022

OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BYCODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and

(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

DUNS NO.: TAX ID NO.:

CAGE CODE NO.:

( ) - ; FAX ( ) -

See Item 14

SEE PRICING SCHEDULE

53WG SQUADRON OPERATIONS & OPERATIONAL TEST FACILITY 2317

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 53rd Wing Squadron Operations and Operational Test Facility at Nellis AFB, NV 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 their 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 Nellis & Creech AFBs Installation Facility Standards and Appendices (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, for the solicitation 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. Contractor shall determine overall height of facility based on required ceiling heights/clearances and vertical space required for all building systems. 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 at least the same square foot 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.

SECTION 01 10 10 Page 3

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.

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: Exterior Design and Material: The Contractor’s design shall provide at a minimum, the same amount of glazing area, the same amount of metal panel, and the same amount of concrete masonry units as shown in Government’s conceptual design. Roof and parapet heights shown are minimums and shall not be decreased. Roof overhangs and roof canopies shown shall not be reduced in area. Contractor shall determine overall height of facility based on required ceiling heights/clearances and vertical space required for all building systems.

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 Construction Phasing:

1.7.1 Interim BOD. In the contractor’s design and construction schedule, it shall be identified under separate task and prioritized for the completion 53WG Operational Test Facility Spaces as well as the Shared spaces (Main Entry Lobby, Break Room and Utility spaces identified as ‘Priority 1’ indicated in Sheet A-102) as early as possible for interim BOD. Interim BOD will allow for the user’s installer to begin the installation of the simulator and other relevant equipment in these spaces. The secondary priority identified as ‘Priority 2’ in A-102 may be completed after ‘Priority 1’ has been completed and turned over. 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 all supporting infrastructure to receive the simulator and server hardware while the remainder of the facility is under construction. All supporting systems (i.e. HVAC, power, plumbing, and communications) must be operational and commissioned for the spaces served at the time of interim BOD so that simulator installer can have complete non-

SECTION 01 10 10 Page 4 interrupted time to install equipment without service interruption from of the other Priority 2 spaces. To help facilitate the long lead equipment items, the government will consider an early approval prior to the 100% design submission.

1.7.2 Parking Lots. South half (50%) of new L-shaped parking lot shown on C-102 shall be constructed and turned over to the government for use sixty (60) calendar days after existing parking lots are closed for demolition. North half (50%) of new L-shaped parking lot is to be completed/turned over to the government for use on facility completion date.

2. SUMMARY DESCRIPTIONS

2.1 This project will construct approximately 46,800 square foot single story 53rd Wing Squadron Operations and Operational Test Facility and 790 square foot ITN Facility at Nellis AFB, NV. The project shall be designed within the criteria prescribed in UFC 1-200-01, UFC 3-600-01, and operations and maintenance manuals. Approximately 70% of the Squadron Operations and Operational Test Facility shall meet the requirements of UFC 4-010-05, Sensitive Compartmented Information Facility Planning, Design and Construction and ICD/ICS 705 v1.4 indicated on the plans. See paragraph 4.15 for a list of applicable codes and criteria.

2.1.1 This project is intended to provide an operational test facility with supporting squadron operations from the 53WG and 57WG. The facility will be constructed to accommodate multi-level security for mission flexibility. The ITN facility will support the communications infrastructure for this facility and for greater network resiliency and capacity to the area.

2.2 SITING SUMMARY. The new Squadron Operations building will be sited in Area I of Nellis AFB North of the Weapons School Campus, at the intersection of England Avenue and Devlin Drive. The ITN Facility is located near the intersection of Holloman and Offut Avenues, in the same developed lot at Building 907. See sheet G-101 and Appendix S for more information. Preliminary geotechnical information has been included in this RFP (see paragraph 8 for more information).

2.3 BUILDING CONSTRUCTION SUMMARY: The new facility will be Type IIB.

Materials and finishes will take cues from the adjacent buildings and comply with the Nellis & Creech AFBs Installation Facility Standards (IFS).

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

3.1 BASE DESCRIPTION: The "Home of the Fighter Pilot," Nellis Air Force Base is home to the U.S. Air Force Warfare Center, the largest and most demanding advanced air combat training mission in the world. Nellis provides training for composite strike forces which include every type of aircraft aircct in the Air Force inventory. Training is conducted in conjunction with air and ground units of the Army, Navy, Marine Corps and air forces from our allied nations. The crews do not come to learn how to fly, but instead how to be the best combat aviators in the world.

4. DESIGN SUBMITTAL REQUIREMENTS

SECTION 01 10 10 Page 5

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 delete, revise, add to, or substitute for 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 HAZMAT SURVEY. Hazmat surveys have not been performed in the area.

Contractor shall perform a HAZMAT (asbestos, lead, PCB, etc) surveys of the demolition work as necessary; 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 Technical POC. 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

SECTION 01 10 10 Page 6 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 during review stages. Only at final IFC stage shall specs be processed without “strikethough” revisions. 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 30 00, 04 20 00, 05 12 00, 05 30 00, 05 40 00, 05 50 13, 05 51 33, 06 10 00, 06 61 16, 07 21 16, 07 42 63, 07 54 19, 07 84 00, 07 92 00, 07 22 00, 07 27 10.00 10, 07 05 23, 08 11 13, 08 14 00, 08 41 13, 08 44 00, 08 71 00, 08 81 00, 09 29 00, 09 30 10, 09 51 00, 09 51 00, 09 64 66, 09 65 00, 09 68 00, 09 69 13, 09 84 20, 09 90 00, 10 14 00.00 10, 10 21 13, 10 28 13, 10 44 16, 12 32 00, 12 21 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 . Coordinate section numbers with current UFGS Standards.

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 AFCEC 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 7

4.11 ANTI-TERRORISM/FORCE PROTECTION (AT/FP). This project will comply with the minimum AT/FP requirements of UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings.

4.12 BARRIER FREE DESIGN. This facility shall be fully accessible to all handicapped individuals in accordance with the Uniform Federal Accessibility Standards and 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 Nellis AFB Environmental Engineer for all applicable permits.

4.14 FAA NOTIFICATION. FAA Notification. Contractor shall submit facility to the FAA for an Obstruction Evaluation at 35% design or when building's height and location has been determined. Contractor shall submit construction crane usage plan to the FAA for an Obstruction Evaluation during construction. See Appendix B, Section

1.3.5 for additional information.

4.15 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.

4.15.1 Nellis-Creech AFBs Installation Facility Standards (IFS) and Appendices (January 2019)

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

4.15.3 Department of Defense Sustainable Buildings Policy, 10 November 2013

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

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

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

4.15.7 Architectural Barriers Act (ABA) Accessibility Standards

4.15.8 UFC 1-200-01, General Building Requirements

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

4.15.10 UFC 3-101-01, Architecture

SECTION 01 10 10 Page 8

4.15.11 UFC 3-110-03, Roofing

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

4.15.13 UFC 3-120-10, Interior Design

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

4.15.15 UFC 3-201-01, Civil Engineering

4.15.16 UFC 3-201-02, Landscape Architecture

4.15.17 UFC 3-210-10, Low Impact Development

4.15.18 UFC 3-220-01, Geotechnical Engineering

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

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

4.15.21 UFC 3-220-10N, Soil Mechanics

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

4.15.23 UFC 3-230-06A, Subsurface Drainage

4.15.24 UFC 3-240-01, Wastewater Collection

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

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

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

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

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

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

4.15.31 UFC 3-270-04, Concrete Repair

4.15.32 UFC 3-301-01 Structural Engineering

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

4.15.34 UFC 3-401-01, Mechanical Engineering

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

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

SECTION 01 10 10 Page 9

4.15.37 UFC 3-410-04N, Industrial Ventilation

4.15.38 UFC 3-420-01, Plumbing Systems

4.15.39 UFC 3-420-02FA, Compressed Air

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

4.15.41 UFC 3-501-01, Electrical Engineering

4.15.42 UFC 3-520-01, Interior Electrical Systems

4.15.43 UFC 3-520-05, Stationary Battery Areas

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

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

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

4.15.47 UFC 3-570-01, Cathodic Protection

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

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

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

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

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

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

4.15.54 UFC 4-021-02, Electronic Security Systems

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

4.15.56 Unified Facilities Guide Specifications (UFGS)

4.15.57 2018 International Building Code (IBC), except as modified in UFC 1-200-01 &

UFC 3-310-01

4.15.58 International Plumbing Code (IPC)

4.15.59 International Mechanical Code (IMC)

4.15.60 NFPA 10, Standard for Portable Fire Extinguisher

4.15.61 NFPA 13, Installation of Sprinkler Systems

SECTION 01 10 10 Page 10

4.15.62 NFPA 17A, Standard for Wet Chemical Extinguishing Systems

4.15.63 NFPA 24, Installation of Private Fire Service Mains

4.15.64 NFPA 30, Flammable and Combustible Liquids Code

4.15.65 NFPA 54, National Fuel Gas Code

4.15.66 NFPA 70, National Electrical Code

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

4.15.68 NFPA 72, National Fire Alarm Code

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

4.15.70 NFPA 75, Fire Protection of Information Technology Equipment

4.15.71 NFPA 76, Standard for the Fire Protection of Telecommunication Facilities

4.15.72 NFPA 80, Fire Doors and Fire Windows

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

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

4.15.75 NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations

4.15.76 NFPA 101, Life Safety Code

4.15.77 NFPA 110, Emergency and Standby Power Systems

4.15.78 NFPA 111, Stored Electrical Energy Emergency Standby Power Systems

4.15.79 NFPA 780, Lightning Protection Systems

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

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

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

(USGS)

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

4.15.84 TMS 402-2016, Building Code for Masonry Structures

SECTION 01 10 10 Page 11

4.15.85 AISI S100-16, North American Specification for the Design of Cold-formed Steel Structural Members

4.15.86 ASCE 7-16, Minimum Design Loads for Buildings and Other Structures

4.15.87 ANSI A136.1, Installation of Ceramic Tile

4.15.88 ANSI A137.1, Ceramic Tile

4.15.89 ANSI/BHMA A156.1, Butts and Hinges

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

4.15.91 ANSI/BHMA A156.3, Exit Devices

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

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

4.15.94 ANSI/BHMA A156.6, Architectural Door Trim

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

4.15.96 ANSI/BHMA A156.18, Materials and Finishes

4.15.97 ANSI/BHMA A156.36, Auxiliary Locks

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

4.15.99 ANSI A250.8, Standard Steel Doors and Frames

4.15.100 ANSI C2, National Electrical Safety Code

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

4.15.102 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

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

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

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

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

4.15.107 ANSI C502, Dry-Barrel Fire Hydrants

SECTION 01 10 10 Page 12

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

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

4.15.110 ANSI Z83.11, Gas Food Service Equipment

4.15.111 ANSI Z124.3, Plastic Lavatory Units

4.15.112 ANSI Z124.6, Plastic Sinks

4.15.113 ANSI Z358.1, Emergency Eye Wash: Fountain

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

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

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

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

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

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

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

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

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

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

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

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

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

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

SECTION 01 10 10 Page 13

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

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

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

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

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

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

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

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

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

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

4.15.138 ASTM A36, Carbon Structural Steel

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

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

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

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

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

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

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

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

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

SECTION 01 10 10 Page 14

4.15.148 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

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

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

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

4.15.152 ASTM B88, Seamless Copper Water Tube

4.15.153 ASTM C33, Concrete Aggregates

4.15.154 ASTM C90, Loadbearing Concrete Masonry Units

4.15.155 ASTM C94, Ready-Mixed Concrete

4.15.156 ASTM C270, Mortar for Unit Masonry

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

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

4.15.159 ASTM C476, Grout for Masonry

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

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

4.15.162 ASTM C552, Cellular Glass Thermal Insulation

4.15.163 ASTM C578, Rigid, Cellular Polystyrene Thermal Insulation

4.15.164 ASTM C612, Mineral Fiber Block and Board Thermal Insulation

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

4.15.166 ASTM C645, Nonstructural Steel Framing Members

4.15.167 ASTM C648, Breaking Strength of Ceramic Tile

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

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

SECTION 01 10 10 Page 15

4.15.170 ASTM C834, Latex Sealants

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

4.15.172 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

4.15.173 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

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

4.15.175 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

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

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

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

4.15.179 ASTM C1289, Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

4.15.180 ASTM C1396, Gypsum Board

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

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

4.15.183 ASTM D523, Standard Test Method for Specular Gloss

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

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

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

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

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

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

SECTION 01 10 10 Page 16

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

SECTION 01 10 10 Page 17

4.15.208 ASTM D4434, Poly(Vinyl Chloride) Sheet Roofing

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.15.225 ASTM F1066, Vinyl Composition Floor Tile

4.15.226 ASHRAE Handbook, Fundamentals

4.15.227 ASHRAE Handbook, HVAC Systems and Equipment

SECTION 01 10 10 Page 18

4.15.228 ASHRAE Handbook, HVAC Applications.

4.15.229 ASHRAE Handbook, Refrigeration

4.15.230 ASHRAE Standard 15 Revision, Safety Code for Mechanical Refrigeration

4.15.231 ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality

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

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

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

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

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

4.15.237 SMACNA Architectural Sheet Metal Manual

4.15.238 SMACNA, HVAC Systems – Duct Design Manual

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

4.15.240 UL Fire Resistance Directory, Vol. 1 and 2

4.15.241 UL 50, Enclosures for Electrical Equipment

4.15.242 UL 263, Fire Tests of Building Construction and Materials

4.15.243 UL 268, Smoke Detectors for Fire Protective Signaling Systems

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

4.15.245 UL 464, Audible Signal Appliances

4.15.246 UL 497, Protectors for Paired Conductor Communication Circuits

4.15.247 UL 580, Tests for Uplift Resistance of Roof Assemblies

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

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

SECTION 01 10 10 Page 19

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

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

4.15.252 UL 1046, Grease Filters for Exhaust Ducts

4.15.253 UL 1286, Office Furnishings

4.15.254 UL 1479, Fire Tests of Through-Penetration Firestops

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

4.15.256 UL 2085, Protected Aboveground Tanks for Flammable and Combustible Liquids

4.15.257 Illuminating Engineering Society of North America (IES) Lighting Handbook, Reference and Application Volume, 9th Edition

4.1…