W912PL20R0017_Amendment0006.pdf

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 or (c) By separate letter or electronic communication 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 you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, 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)

Previous edition unusable

W912PL

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

DESIGN-BUILD, 50,967 SF JOINT SIMULATION ENVIRONMENT FACILITY AT NELLIS AFB, NV.

SECTION 01 10 10 : Delete previous edition in its entirety and replace with Amendment 0006 attached.

Offerors may post inquiries related to this amendment only, up to 3PM Local time 5 March 2020.

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.

U.S Army Corps of Engineers, Los Angeles District CESPL-CT-E, East Region Branch 915 Wilshire Blvd.

Los Angeles, CA 90017

SEE ITEM 6

W912PL20R0017

1 144

03/04/2020

01/16/2020

INSTRUCTIONS (Back Page):

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 contracting 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.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - 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 officer'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:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

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

(g)

(h)

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 --

(i) A reference to the letter determination; and

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

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

NELLIS JOINT SIMULATION ENVIRONMENT 2265

W912PL20R0017

Amendment 0006

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

Amendment 0006

SECTION 01 10 10 Page 2

1. SCOPE

1.1 Design and construct the Joint Simulation Environment (JSE) 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 five 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, 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 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.

Amendment 0006

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 vertical sunscreen 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.

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 – Parking Lot. The option parking lot for the facility is shown on the C- 103 drawing which incrementally adds to the base bid driveway and parking stalls on C-102. Contractor is responsible for providing all design and construction related to this option including: drainage, pavement, striping, landscaping, and grading.

1.7.2 Option #2 – 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, and EWS Cubicles. The intent of this option is to provide flexibility with the open cubicle floorspace for power and comm hookups.

1.7.3 Option #3 - Compartmented Areas within SCIF. The facility base bid has identified the perimeters of SCIF construction on the RFP drawings. 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 compartmentalized areas (CA). Application of

Amendment 0006

SECTION 01 10 10 Page 4

ACS systems is 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 bu ilt to the standards of ICD/ICS 705 v1.4

1.8 Construction Phasing:

1.8.1 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 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 all 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. The building of the simulators takes time and the customer mission would be impacted if this task started at final facility BOD.

Amendment 0006

SECTION 01 10 10 Page 5

2. SUMMARY DESCRIPTIONS

2.1 This project will construct approximately 50,967 square foot single story Joint Simulation Environment 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. See paragraph 4.15 for a list of applicable codes and criteria. Approximately 77% of facility shall meet the requirements of UFC 4-010- 05, SCIF Planning, Design and Construction 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 a ground test facility that will support Research, Development, Test and Evaluation, and operational testing and advanced training for 5th Generation platforms and other future capabilities, including multi-platform, multi-domain integration. The facility will be constructed to accommodate multi-level security for variety of airframes and weapon systems.

2.2 SITING SUMMARY. The new building will be sited in Area I of Nellis AFB within the Runner’s World area, at the intersection of Kinley and Tyndall 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 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 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.

3.2 BACKGROUND: Current test capabilities cannot adequately test fifth generation aircraft. Open air ranges do not have sufficient threat representation, both in terms of specific systems available and threat density. Additional range limitations include safety and security constraints. To address this limitation the DoD has directed a design for a joint services simulation facility to test and train in high threat density/low risk environments. The facility will be operated and maintained by 412 Electronic Warfare Group (EWG). The JSE facility at Nellis will help meet mission needs for testing and evaluation of the 5th generation aircraft under a government owned non-proprietary facility.

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

Amendment 0006

SECTION 01 10 10 Page 6 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 ASBESTOS AND LEAD BASED PAINT (LBP) 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 regulations. All other Regulated Materials shall be disposed IAW all applicable federal, state and local laws and regulations.

Amendment 0006

SECTION 01 10 10 Page 7

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 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.

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. Current threat protection level is LOW.

Amendment 0006

SECTION 01 10 10 Page 8

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

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

Amendment 0006

SECTION 01 10 10 Page 9

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 3-310-04, Seismic Design for Buildings

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

4.15.35 UFC 3-401-01, Mechanical Engineering

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

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

4.15.38 UFC 3-410-04N, Industrial Ventilation

4.15.39 UFC 3-420-01, Plumbing Systems

Amendment 0006

SECTION 01 10 10 Page 10

4.15.40 UFC 3-420-02FA, Compressed Air

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

4.15.42 UFC 3-501-01, Electrical Engineering

4.15.43 UFC 3-520-01, Interior Electrical Systems

4.15.44 UFC 3-520-05, Stationary Battery Areas

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

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

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

4.15.48 UFC 3-570-01, Cathodic Protection

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

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

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

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

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

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

4.15.55 UFC 4-021-02, Electronic Security Systems

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

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

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

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

4.15.60 TM5-853-4, Electronic Security Systems Technical Manual

4.15.61 Unified Facilities Guide Specifications (UFGS)

4.15.62 2015 International Building Code (IBC), except as modified in UFC 1-200-01 &

UFC 3-310-01

4.15.63 International Plumbing Code (IPC)

Amendment 0006

SECTION 01 10 10 Page 11

4.15.64 International Mechanical Code (IMC)

4.15.65 NFPA 10, Standard for Portable Fire Extinguisher

4.15.66 NFPA 13, Installation of Sprinkler Systems

4.15.67 NFPA 17A, Standard for Wet Chemical Extinguishing Systems

4.15.68 NFPA 24, Installation of Private Fire Service Mains

4.15.69 NFPA 30, Flammable and Combustible Liquids Code

4.15.70 NFPA 54, National Fuel Gas Code

4.15.71 NFPA 70, National Electrical Code

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

4.15.73 NFPA 72, National Fire Alarm Code

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

4.15.75 NFPA 75, Fire Protection of Information Technology Equipment

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

4.15.77 NFPA 80, Fire Doors and Fire Windows

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

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

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

4.15.81 NFPA 101, Life Safety Code 2012

4.15.82 NFPA 110, Emergency and Standby Power Systems

4.15.83 NFPA 111, Stored Electrical Energy Emergency Standby Power Systems

4.15.84 NFPA 780, Lightning Protection Systems

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

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

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

(USGS)

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4.15.88 ACI 318-08, Building Code Requirements for Structural Concrete

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

4.15.90 AISI Cold Formed Steel Design, 2010

4.15.91 ASCE 7-05, Minimum Design Loads for Buildings and Other Structures

4.15.92 ANSI A136.1, Installation of Ceramic Tile

4.15.93 ANSI A137.1, Ceramic Tile

4.15.94 ANSI/BHMA A156.1, Butts and Hinges

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

4.15.96 ANSI/BHMA A156.3, Exit Devices

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

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

4.15.99 ANSI/BHMA A156.6, Architectural Door Trim

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

4.15.101 ANSI/BHMA A156.18, Materials and Finishes

4.15.102 ANSI/BHMA A156.36, Auxiliary Locks

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

4.15.104 ANSI A250.8, Standard Steel Doors and Frames

4.15.105 ANSI C2, National Electrical Safety Code

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

4.15.107 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

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

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

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

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

4.15.112 ANSI C502, Dry-Barrel Fire Hydrants

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

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

4.15.115 ANSI Z83.11, Gas Food Service Equipment

4.15.116 ANSI Z124.3, Plastic Lavatory Units

4.15.117 ANSI Z124.6, Plastic Sinks

4.15.118 ANSI Z358.1, Emergency Eye Wash: Fountain

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.15.143 ASTM A36, Carbon Structural Steel

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

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

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

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

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

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

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

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

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

4.15.153 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

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

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

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

4.15.157 ASTM B88, Seamless Copper Water Tube

4.15.158 ASTM C33, Concrete Aggregates

4.15.159 ASTM C90, Loadbearing Concrete Masonry Units

4.15.160 ASTM C94, Ready-Mixed Concrete

4.15.161 ASTM C270, Mortar for Unit Masonry

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

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

4.15.164 ASTM C476, Grout for Masonry

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

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

4.15.167 ASTM C552, Cellular Glass Thermal Insulation

4.15.168 ASTM C578, Rigid, Cellular Polystyrene Thermal Insulation

4.15.169 ASTM C612, Mineral Fiber Block and Board Thermal Insulation

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

4.15.171 ASTM C645, Nonstructural Steel Framing Members

4.15.172 ASTM C648, Breaking Strength of Ceramic Tile

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

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

4.15.175 ASTM C834, Latex Sealants

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

4.15.177 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

4.15.178 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

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

4.15.180 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

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

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

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

4.15.184 ASTM C1289, Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

4.15.185 ASTM C1396, Gypsum Board

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

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

4.15.188 ASTM D523, Standard Test Method for Specular Gloss

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.15.213 ASTM D4434, Poly(Vinyl Chloride) Sheet Roofing

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.15.230 ASTM F1066, Vinyl Composition Floor Tile

4.15.231 ASHRAE Handbook, Fundamentals

4.15.232 ASHRAE Handbook, HVAC Systems and Equipment

4.15.233 ASHRAE Handbook, HVAC Applications.

4.15.234 ASHRAE Handbook, Refrigeration

4.15.235 ASHRAE Standard 15 Revision, Safety Code for Mechanical Refrigeration

4.15.236 ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality

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

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

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

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

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

4.15.242 SMACNA Architectural Sheet Metal Manual

4.15.243 SMACNA, HVAC Systems – Duct Design Manual

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

4.15.245 UL Fire Resistance Directory, Vol. 1 and 2

4.15.246 UL 50, Enclosures for Electrical Equipment

4.15.247 UL 263, Fire Tests of Building Construction and Materials

4.15.248 UL 268, Smoke Detectors for Fire Protective Signaling Systems

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

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4.15.250 UL 464, Audible Signal Appliances

4.15.251 UL 497, Protectors for Paired Conductor Communication Circuits

4.15.252 UL 580, Tests for Uplift Resistance of Roof Assemblies

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

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

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

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

4.15.257 UL 1046, Grease Filters for Exhaust Ducts

4.15.258 UL 1286, Office Furnishings

4.15.259 UL 1479, Fire Tests of Through-Penetration Firestops

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

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

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

4.15.263 Architectural Woodwork Standards, joint publication of AWI/AWMAC/WI

4.15.264 Glass Manufacturer Standards

4.15.265 Gypsum Association, Fire Resistance Design Manual

4.15.266 Tile Council of North America (TCNA) Handbook for Ceramic Tile Installation

4.15.267 Insulating Glass Manufacturers Alliance (IGMA) TR-1200, Guidelines for Commercial Insulating Glass Dimensional Tolerances

4.15.268 Aluminum Association Designation System

4.15.269 National Sanitation Foundation (NSF), Standard 2, Food Service Equipment

4.15.270 Rural Utility Service, Bulletin 1753F-201 (PC-4), Standard for Acceptance Tests and Measurements of Telecommunications Plant

4.15.271 Steel Deck Institute (SDI)

4.15.272 Steel Joint Institute (SJI)

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4.15.273 Masonry Institute of America

4.15.274 National Concrete Masonry Association Publications

4.15.275 Manufacturers Standardization Society (MSS) Standards.

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5. SUSTAINABLE DESIGN

5.1 GENERAL.

5.1.1 The Contractor is required to comply with all federal laws regarding sustainable design, and with any state or local laws that may require compliance. See UFC 1- 200-02 and specification 01 33 29 for more information and additional requirements not listed here.

5.1.2 A preliminary Air Force MILCON Sustainability Requirements Scoresheet has been provided as part of this contract. The Contractor is responsible for keeping this and other compliance reporting documents updated throughout the course of design and construction. Updated documents including the excel template file are required to be submitted at every design submission including the 65% design, 95% design, design completion, and construction completion.