W912PL23R0028_Amendment0002.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)

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 (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

CRH Simulator, Davis-Monthan AFB, Arizona

1. Remove and replace Section 01 10 10

No other changes made.

USACE, Los Angeles District Contracting Division, East Region Branch 915 Wilshire Blvd, Suite Los Angeles, CA 90017

W912PL23R0028

1 110

3 AUG 23

30 JUN 23

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 $

CRH Simulator, Davis-Monthan AFB Tucson, AZ

W912PL23R0028

Am1 00 01 05 00 10 00 00 21 16 Am1 00 22 00 00 22 16 Am1 00 45 00 00 72 00 00 73 00 00 73 46

01 00 00 01 10 10 SPECIFICI TECHNICAL ENGINEERING AND DESIGN CRITERIA Am2 01 10 11

01 32 01 01 33 00 01 33 16 01 33 29 01 35 26 01 42 00 01 45 00 01 45 00.15

01 50 00 01 57 19 01 74 19

01 78 00

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24 FACILITY DATA REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

WAGE DETERMINATION (RATES)

PRICING SCHEDULE

CERTIFICATION PAGE

SF-1442

INSTRUCTIONS TO PROPOSERS

SUPPLEMENTARY INSTRUCTIONS

SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

REPRESENTATIONS AND CERTIFICATIONS

GENERAL CONDITIONS

SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

GENERAL REQUIREMENTS

FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM

REQUIREMENTS

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

DESIGN DATA (DESIGN AFTER AWARD)

GOVERNMENTAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

SUSTAINABILITY REPORTING

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

CLOSEOUT SUBMITTALS

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS

C )

August 2023

TABLE OF CONTENTS PAGE 1

Amendment 02

CRH Simulator, Davis-Monthan AFB Tucson, AZ

W912PL23R0028

August 2023

TABLE OF CONTENTS PAGE 2

Amendment 02

CRH Simulator W912PL23R0028 Davis-Monthan AFB, Tucson, AZ

SECTION 01 10 10 Page 1 August 2023 Amendment 02

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. PLUMBING DESIGN

14. FIRE PROTECTION

15. ELECTRICAL DESIGN

16. FIRE ALARM AND MASS NOTIFICATION SYSTEMS

17. BUILDING SECURITY SYSTEM

18. TELECOMMUNICATIONS DESIGN

SECTION 01 10 10 Page 2 August 2023 Amendment 02

1. SCOPE

1.1 Design and construct the renovation of the CRH Simulator; FBNV133006 at Davis- Monthan Air Force Base, AZ, in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and construct the required facility as described in this document and Section 01 10 11, Room-by-Room Requirements, and to meet the operational requirements of the Air Force. The Contractor shall provide all labor, equipment, and material to perform the design and construct the complete, operational facility. The Contractor is responsible for visiting the site during a prescheduled site visit of all bidders prior to submitting his proposal.

1.2 The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, electrical, civil, landscape and other engineering features of the work shall be accomplished, reviewed, approved, and sealed by engineers, architects and interior designers who are licensed professionals with a minimum of six 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 a LEED accredited professional (LEED AP). The LEED AP 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 this project shall conform to the Davis-Monthan Air Force Base Design Compatibility Guidelines, 2017 edition and the requirements contained in this solicitation. Features differing from the Installation Design Guide and the requirements in this RFP may be allowed if said changes otherwise provide the same level of function, quality and performance established in Solicitation. 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

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

SECTION 01 10 10 Page 3 August 2023 Amendment 02

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

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

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

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

SECTION 01 10 10 Page 4 August 2023 Amendment 02

2. SUMMARY DESCRIPTIONS

2.1 This project will construct approximately 8,605 SF square foot (50% SF for 703 SF mezzanine) single story Simulator Bay with offices and classrooms at Davis-Monthan Air Force Base, AZ. The project shall be designed within the criteria prescribed in UFC 1-200- 01, UFC 3-600-01, and operations and maintenance manuals. See paragraph 4.14 for a list of applicable codes and criteria.

2.1.1 This project is intended to add a building addition onto the existing Combat Rescue Helicopter facility.

2.2 BUILDING CONSTRUCTION SUMMARY: The building addition will consist of exterior masonry walls and metal panels roofing. This construction will match the existing building and other surrounding buildings. Interior construction will have metal stud and gypsum partitions. A high simulator bay is an integral part of the addition. Sound attenuation throughout the facility is also an important element to address during the design. The original building was constructed in 2013.

SECTION 01 10 10 Page 5 August 2023 Amendment 02

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

3.1 BASE DESCRIPTION: Located in the heart of Tucson, Arizona, Davis-Monthan Air Force Base is home to 11,000 Airmen from 34 unique mission partners, which support four combatant commanders around the world every day. Over the years, Davis-Monthan AFB has earned a proud history of distinction and most recently was awarded the 2018 Commander and Chief's Installation Excellence Award as the best base in the Air Force.

3.1.1 The 355th Wing is the host unit for the installation in addition to its primary mission of deploying, employing, and sustaining combat search and rescue and attack air power in support of combatant commanders anywhere in the world.

3.1.2 Additionally, Davis-Monthan AFB is home to 12th Air Force, the 309th Aerospace Maintenance and Regeneration Group, the 55th Electronic Combat Group, the 214th Attack Group of the Arizona Air National Guard, 943rd Rescue Group of the Air Force Reserve, and U.S. Customs and Border Protection among many others.

3.2 BACKGROUND: The addition onto the HC-130J simulator facility will house the new CRH simulator. The flight simulator is scheduled for delivery in FY23. The flight simulator facility is required to provide realistic aircrew training in a networked, simulated airspace;

and will house the simulator, control systems, training and instructor personnel, and other training devices necessary to train aircrews in flight operations some of these spaces will be provided within the existing facility. The facility will also provide space for classrooms, maintenance, storage, mission brief/debrief rooms, and administrative support. The vehicle chosen as the next CRH is the HH-60W.

SECTION 01 10 10 Page 6 August 2023 Amendment 02

4. DESIGN SUBMITTAL REQUIREMENTS

4.1 The design requirements within this Section 01 10 10 and the following Section 01 10 11 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this section. Each Offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project. Requirements of this section may 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 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. Existing facility was constructed in 2013. A HazMat survey has not been done. The contractor may perform a HazMat survey if determined necessary. Provide full reports of the survey findings to the Technical POC.

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

SECTION 01 10 10 Page 7 August 2023 Amendment 02 applicable, edited UFGS sections as required for the design and construction of this project. The Unified Facilities Guide Specifications can be retrieved at http://www.wbdg.org/ccb/. Items to be deleted from the specifications shall use the “strikethrough” formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc.,), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and government and industry publications that are referenced in this RFP.

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. Use Low level of protection and 220lb explosive for weight or standoff distances.

4.12 BARRIER FREE DESIGN, THIS facility shall be fully accessible to all 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 Davis-Monthan Environmental Engineer for all applicable permits.

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

SECTION 01 10 10 Page 8 August 2023 Amendment 02

4.14.1 Davis-Monthan Air Force Base Design Compatibility Guidelines, 2017.

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

4.14.3 Department of Defense Sustainable Buildings Policy, 10 November 2013

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

4.14.5 AFMAN 5200.01, Vol 3. DoD Information Security Program dated February 24, 2012.

Incorporating Change 3, Effective July 28, 2020

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

4.14.7 Architectural Barriers Act (ABA) Accessibility Standards

4.14.8 UFC 1-200-01 Change 1, 24 FEB 2023, General Building Requirements

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

4.14.10 UFC 3-101-01, Architecture

4.14.11 UFC 3-110-03, Roofing

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

4.14.13 UFC 3-120-10, Interior Design

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

4.14.15 UFC 3-201-01, Civil Engineering

4.14.16 UFC 3-201-02, Landscape Architecture

4.14.17 UFC 3-210-10, Low Impact Development

4.14.18 UFC 3-220-01, Geotechnical Engineering

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

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

4.14.21 UFC 3-220-10N, Soil Mechanics

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

4.14.23 UFC 3-230-06A, Subsurface Drainage

4.14.24 UFC 3-240-01, Wastewater Collection

SECTION 01 10 10 Page 9 August 2023 Amendment 02

4.14.25 UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas

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

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

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

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

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

4.14.31 UFC 3-270-04, Concrete Repair

4.14.32 UFC 3-301-01 Structural Engineering

4.14.33 UFC 3-310-04, Seismic Design for Buildings

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

4.14.35 UFC 3-401-01, Mechanical Engineering

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

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

4.14.38 UFC 3-410-04, Industrial Ventilation

4.14.39 UFC 3-420-01, Plumbing Systems

4.14.40 UFC 3-420-02FA, Compressed Air

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

4.14.42 UFC 3-501-01, Electrical Engineering

4.14.43 UFC 3-520-01, Interior Electrical Systems

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

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

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

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

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

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

SECTION 01 10 10 Page 10 August 2023 Amendment 02

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

4.14.51 UFC 4-010-06 Cybersecurity Engineering Facilities Planning Manual to Codes and Standards

4.14.52 UFC 4-021-02, Electronic Security Systems

4.14.53 UFC 4-021-01, Design and O&M: Mass Notification Systems; also, ECB No 2018-17 Rev 1 dated 14 May 20

4.14.54 Telecommunications Installation Criteria for Facility Construction and Renovation Design (1 Feb 2019, 355th Communication Squadron

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

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

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

4.14.58 Unified Facilities Guide Specifications (UFGS)

4.14.59 International Building Code (IBC), except as modified in UFC 1-200-01 & UFC 3-310-01

4.14.60 International Plumbing Code (IPC)

4.14.61 International Mechanical Code (IMC)

4.14.62 NFPA 10, Standard for Portable Fire Extinguisher

4.14.63 NFPA 13, Installation of Sprinkler Systems

4.14.64 NFPA 17A, Standard for Wet Chemical Extinguishing Systems

4.14.65 NFPA 20, Installation of Stationary Pumps for Fire Protection

4.14.66 NFPA 24, Installation of Private Fire Service Mains

4.14.67 NFPA 30, Flammable and Combustible Liquids Code

4.14.68 NFPA 54, National Fuel Gas Code

4.14.69 NFPA 70, National Electrical Code

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

4.14.71 NFPA 72, National Fire Alarm Code

4.14.72 NFPA 75, Fire Protection of Information Technology Equipment

SECTION 01 10 10 Page 11 August 2023 Amendment 02

4.14.73 NFPA 80, Fire Doors and Fire Windows

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

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

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

4.14.77 NFPA 101, Life Safety Code

4.14.78 NFPA 110, Emergency and Standby Power Systems

4.14.79 NFPA 111, Stored Electrical Energy Emergency Standby Power Systems

4.14.80 NFPA 780, Lightning Protection Systems

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

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

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

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

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

4.14.86 AISI Cold Formed Steel Design, 2010

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

4.14.88 ANSI A136.1, Installation of Ceramic Tile

4.14.89 ANSI A137.1, Ceramic Tile

4.14.90 ANSI/BHMA A156.1, Butts and Hinges

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

4.14.92 ANSI/BHMA A156.3, Exit Devices

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

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

4.14.95 ANSI/BHMA A156.6, Architectural Door Trim

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

SECTION 01 10 10 Page 12 August 2023 Amendment 02

4.14.97 ANSI/BHMA A156.18, Materials and Finishes

4.14.98 ANSI/BHMA A156.36, Auxiliary Locks

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

4.14.100 ANSI A250.8, Standard Steel Doors and Frames

4.14.101 ANSI C2, National Electrical Safety Code

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

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

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

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

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

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

4.14.108 ANSI C502, Dry-Barrel Fire Hydrants

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

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

4.14.111 ANSI Z83.11, Gas Food Service Equipment

4.14.112 ANSI Z124.3, Plastic Lavatory Units

4.14.113 ANSI Z124.6, Plastic Sinks

4.14.114 ANSI Z358.1, Emergency Eye Wash: Fountain

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

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

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

SECTION 01 10 10 Page 13 August 2023 Amendment 02

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

SECTION 01 10 10 Page 14 August 2023 Amendment 02

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

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

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

4.14.139 ASTM A36, Carbon Structural Steel

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

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

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

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

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

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

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

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

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

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

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

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

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

4.14.153 ASTM B88, Seamless Copper Water Tube

4.14.154 ASTM C33, Concrete Aggregates

4.14.155 ASTM C90, Loadbearing Concrete Masonry Units

4.14.156 ASTM C94, Ready-Mixed Concrete

4.14.157 ASTM C270, Mortar for Unit Masonry

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

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

4.14.160 ASTM C476, Grout for Masonry

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

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

4.14.163 ASTM C552, Cellular Glass Thermal Insulation

4.14.164 ASTM C578, Rigid, Cellular Polystyrene Thermal Insulation

4.14.165 ASTM C612, Mineral Fiber Block and Board Thermal Insulation

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

4.14.167 ASTM C645, Nonstructural Steel Framing Members

4.14.168 ASTM C648, Breaking Strength of Ceramic Tile

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

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

4.14.171 ASTM C834, Latex Sealants

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

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

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

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

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

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

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

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

4.14.180 ASTM C1289, Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

4.14.181 ASTM C1396, Gypsum Board

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

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

4.14.184 ASTM D523, Standard Test Method for Specular Gloss

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.14.209 ASTM D4434, (Poly Vinyl Chloride) Sheet Roofing

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.14.226 ASTM F1066, Vinyl Composition Floor Tile

4.14.227 ASHRAE Handbook, 2021 Fundamentals

4.14.228 ASHRAE Handbook, 2012 HVAC Systems and Equipment

4.14.229 ASHRAE Handbook, 2016 HVAC Applications.

4.14.230 ASHRAE Handbook, Refrigeration

4.14.231 ASHRAE Standard 15 2013 Revision, Safety Code for Mechanical Refrigeration

4.14.232 ASHRAE Standard 62.1 2016, Ventilation for Acceptable Indoor Air Quality

4.14.233 ASHRAE Standard 70 (2006; R 2021) , Method of Testing the Performance of Air Outlets and Air Inlets

4.14.234 ASHRAE Standard 90.1 2013, Energy Standard for Buildings Except Low-Rise Residential Buildings

4.14.235 ASHRAE Standard 90.1 2013, Energy Standard for Buildings Except Low-Rise Residential Buildings (IESNA cosponsored), I-P Edition (ANSI approved)

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

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

4.14.238 SMACNA Architectural Sheet Metal Manual

4.14.239 SMACNA, HVAC Systems – Duct Design Manual

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

4.14.241 UL Fire Resistance Directory, Vol. 1 and 2

4.14.242 UL 50, Enclosures for Electrical Equipment

4.14.243 UL 263, Fire Tests of Building Construction and Materials

4.14.244 UL 268, Smoke Detectors for Fire Protective Signaling Systems

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

4.14.246 UL 464, Audible Signal Appliances

4.14.247 UL 497, Protectors for Paired Conductor Communication Circuits

4.14.248 UL 580, Tests for Uplift Resistance of Roof Assemblies

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

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

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

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

4.14.253 UL 1046, Grease Filters for Exhaust Ducts

4.14.254 UL 1286, Office Furnishings

4.14.255 UL 1479, Fire Tests of Through-Penetration Firestops

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

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

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

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

4.14.260 Glass Manufacturer Standards

4.14.261 Gypsum Association, Fire Resistance Design Manual

4.14.262 Tile Council of North America (TCA) Handbook for Ceramic Tile Installation

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

4.14.264 Aluminum Association Designation System

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

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

4.14.267 Steel Deck Institute (SDI)

4.14.268 Steel Joint Institute (SJI)

4.14.269 Masonry Institute of America

4.14.270 National Concrete Masonry Association Publications

4.14.271 Manufacturers Standardization Society (MSS) Standards.

4.14.272 USACE Engineering and Construction Board (ECB) 2018-17 – New Requirements for Visual Notification for Mass Notification Systems

SECTION 01 10 10 Page 21 August 2023 Amendment 02

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 The Contractor is responsible for creating and keeping this and other compliance reporting documents updated throughout the course of design and construction.

Updated documents are required to be submitted at 65% design, 95% design, design completion, and construction completion. See Section 01 33 16 for more information about submittal requirements.

5.2 REFERENCES. See paragraph 4.14

5.3 PROJECT REGISTRATION.

5.3.1 The Contractor is responsible for designing a certifiable building according to Air Force requirements.

5.3.2 The Contractor shall use the “Target Finder” program to analyze the energy use. The design shall achieve a rating of 75 or higher. Analysis shall be conducted per the EPA guidelines and documented as part of the Contractor’s Design Analysis. Results of the “Target Finder” analysis shall be submitted to the EPA for review. Once accepted, they will provide the Architect of Record an electronic file with the “Designed to Earn the Energy Star” graphic. The Contractor shall place this graphic in the title block on all construction drawings and on the cover of all Contract Documents. More information about the “Designed to Earn The Energy Star” program and requirements can be found at the EPA Energy Star website: http://www.energystar.gov/buildings/facility-owners-and-managers/new-construction.

5.4 FEDERAL HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS. As required by federal law, the Contractor shall design a building that meets the Federal Requirements for High Performance Sustainable Buildings (HPSB), as outlined in UFC 1-200-02. See UFC 1-200- 02 and the Air Force MILCON Sustainability Requirements Scoresheet for more information. See also the Whole Building Design Guide’s FHPSB website for new construction:

http://www.wbdg.org/references/fhpsb_new.php

5.4.1 Required Sustainable Features. The following features are required to be incorporated into this project. See UFC 1-200-02 for full description of all requirements. See also 01 33 29 SUSTAINABILITY REPORTING for additional documentation requirements.

5.4.1.1 Integrated Design. A collaborative and integrated planning and design team has been involved in the development of this RFP and will be required of the Contractor through the duration of design and construction.

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5.4.1.2 Commissioning. The Contractor shall ensure an experienced lead commissioning specialist (CxC) is part of his/her team to fulfill the requirements of this section. See ASHRAE 189.1 section 10.3.1.2 (compliance with ASHRAE 55 section 6.2 is not required), specification 01 91 00.15 TOTAL BUILDING COMMISSIONING, and UFGS 07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS for additional information. An independent commissioning agent will not be provided by the Government; however, the Government will provide their own Commissioning Agent (CxG) to review all documents and reports and to witness testing. See specification 01 91

00.15 TOTAL BUILDING COMMISSIONING for the list of systems to be commissioned.

5.4.1.3 Energy Efficiency –Commercial Buildings. Energy use shall be reduced at least 30% below the baseline of ASHRAE 90.1-2013. Required energy performance for Federal facilities is determined by the calculation established by the Department of Energy (DOE) in CFR Title 10 Part 433. The formula for calculating the Performance Rating in ASHRAE 90.1, paragraph G1.2, shall be changed to:

% improvement =

5.4.1.4 Energy Efficient Products. For those product categories covered by Energy Star or FEMP, select products that are Energy Star qualified or FEMP designated, based on life cycle cost.

See UFC 1-200-02 for…