Section_01_10_10_(AMD_0005).pdf

FY17 649 MUNS MUNITIONS STORAGE MAGAZINES 2093

SECTION 01 10 10 Page 1 Amendment 005

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

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

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1. SCOPE

1.1 Design and construct five (5) earth covered reinforced concrete modular Munitions Storage Magazines (MSMs) capable of storing 150,000 pounds of class 1.1 munitions each. Construct the new MSMs or “igloos” in the Munitions and Missile Storage (MAMS) 1 area at Hill Air Force Base (HAFB). Design the facilities as a permanent construction in accordance with UFC 1-200-01. The work entails the site adaption of Department of Defense Explosives Safety Board (DDESB) approved drawing set “MSM Box-Type” standard 421-80-08 as provided in Attachment 07 and the demolition of two existing igloos Buildings 1460 and 1461 (3451 sf total). Included are access roads, reinforced concrete approach aprons, mast catenary lightning protection, utilities, site improvements, communication support, and all other necessary support. The vicinity and base map for the project is shown on 005 Drawings sheet G-101, Location Map.

1.2 The Contractor is 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, structural, mechanical, electrical, civil, landscape and other engineering features of the work shall be accomplished, reviewed, approved and sealed by engineers and architects 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. See 01 33 16 for more information.

1.3 The design and construction of this project shall conform to the Hill AFB Design Guide and the requirements contained in this solicitation. Features differing from the Hill AFB 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 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 spaces as shown in the Government’s conceptual design.

1.4.2.2 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.

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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: Sustainable Design: See paragraph 5.

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2 SUMMARY DESCRIPTIONS

2.1 This project will construct 5 single story MSM’s totaling approximately 10,400 square feet. 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.

2.2 PROPOSED SITING SUMMARY. The new Storage Magazines will be sited within the MAMS 1 area, MSMs will be constructed in the MAMS 1 area between Birch Lane and Hawthorne Avenue and north of Georgia Street North-East of the intersection of Georgia Street and Redwood Street. See 005 Drawings sheet G- 101, Site Location Map for more information. Preliminary geotechnical information has been included in this RFP (see paragraph 8 for more information).

2.3 BUILDING CONSTRUCTION SUMMARY: Minimum requirements to site-adapt design and construct the igloos includes but is not limited to stripping vegetation, demolition of existing concrete pads and igloos, providing access driveways, providing reinforced concrete aprons, providing utilities, providing lightening protection, providing site improvements, providing communications support, and providing any other necessary support utilizing conventional design and construction methods to accommodate the mission of the facility.

3 DESCRIPTION OF CONDITIONS AND OPERATIONS

3.1 BASE DESCRIPTION: Hill Air Force Base (HAFB) is an Air Force Materiel Command base located in northern Utah. HAFB is the Air Force's third largest base by population and size, and is home to many operational and support missions, with the host organization being the 75th Air Base Wing.

3.2 BACKGROUND: The project is intended to increase storage capacity of Storage Magazines at HAFB. There are insufficient igloos at HAFB to support current and future missions.

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4 DESIGN SUBMITTAL REQUIREMENTS

4.1 The design requirements within this Section 01 10 10 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 Paragraph 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. Results of an asbestos survey are attached to Attachment 09.

4.9 SPECIFICATIONS. The Contractor shall follow all Unified Facilities Guide Specifications (UFGS) already included in this RFP, and the Contractor shall also

SECTION 01 10 10 Page 6 Amendment 007 provide all other applicable, edited UFGS sections as required for the design and construction of this project. The Unified Facilities Guide Specifications can be retrieved at http://www.wbdg.org/ccb/. Items to be deleted from the specifications shall use the “strikethrough” formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font.

Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc,), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and government and industry publications that are referenced in this RFP.

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. See paragraph 5 for more information and additional requirements.

4.11 ANTI-TERRORISM/FORCE PROTECTION (AT/FP). As an unoccupied building, compliance with the AT/FP standoff distances per UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings is not required.

4.12 BARRIER FREE DESIGN. Architectural Barriers Act (ABA) compliance is not required.

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 Base 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 as of the contract award date.

4.14.1 UFC 1-200-01, DoD Building Code (General Building Requirements)

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

4.14.3 UFC 3-101-01, Architecture, with Change 3

4.14.4 UFC 3-110-03, Roofing, with Change 2

4.14.5 UFC 3-120-01, Design: Sign Standard, with Change 2

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

4.14.7 UFC 3-201-01, Civil Engineering

4.14.8 UFC 3-210-10, Low Impact Development, with Change 1

4.14.9 UFC 3-220-01, Geotechnical Engineering

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

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

4.14.12 UFC 3-220-10N, Soil Mechanics

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

4.14.14 UFC 3-250-04, Standard Practice for Concrete Pavements, with Change 2

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

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

4.14.17 UFC 3-301-01 Structural Engineering, with Change 3

4.14.18 UFC 3-310-04, Seismic Design for Buildings, with Change 1

4.14.19 UFC 3-340-02, Structures to Resist the Effects of Accidental Explosions, with Change 2

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

4.14.21 UFC 3-401-01, Mechanical Engineering, with Change 1

4.14.22 UFC 3-410-01, Heating, Ventilating and Air Conditioning Systems, with Change 2

4.14.23 UFC 3-410-02, Lonworks® Direct Digital Control for HVAC and Other Local Building Systems, with Change 1

4.14.24 UFC 3-410-04N, Industrial Ventilation

4.14.25 UFC 3-420-02FA, Compressed Air, with Change 1

4.14.26 UFC 3-430-09, Exterior Mechanical Utility Distribution, with Change1

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

4.14.28 UFC 3-501-01, Electrical Engineering

4.14.29 UFC 3-520-01, Interior Electrical Systems

4.14.30 UFC 3-530-01, Interior and Exterior Lighting Systems and Controls

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

4.14.32 UFC 3-560-01, Electrical Safety, O&M

4.14.33 UFC 3-570-01, Cathodic Protection

4.14.34 UFC 3-570-06 O&M: Cathodic Protection Systems

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

4.14.36 UFC 3-580-01, Telecommunications Interior Infrastructure Planning and Design

4.14.37 UFC 3-600-01, Fire Protection Engineering for Facilities, with Change 1

4.14.38 UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings, with Change

4.14.39 UFC 4-020-01 Security Engineering Facilities Planning Manual

4.14.40 UFC 4-021-02, Electronic Security Systems

4.14.41 UFC 4-420-01 Ammunition and Explosive Storage Magazines

4.14.42 AFMAN 91-201, Explosives Safety Standards (Air Force)

4.14.43 Air Force Munitions Facilities Guide

4.14.44 DoD 6055.09-M, DOD Ammunition and Explosives Safety Standards

4.14.45 DoD 4145.26-M, DoD Contractors’ Safety Manual for Ammunition and Explosives

4.14.46 DoD 5100.76-M, Physical Security of Sensitive Conventional Arms, Ammunition, and Explosives

4.14.47 DDESB-PD Memorandum, “Minimum Requirements to Validate Explosives Safety Protective Construction,” dated 21 October 2008,

4.14.48 Technical Paper No. 15, Approved Protective Construction (DDESB)

4.14.49 Unified Facilities Guide Specifications (UFGS)

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

UFC 3-301-01

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4.14.51 International Plumbing Code (IPC)

4.14.52 International Mechanical Code (IMC)

4.14.53 NFPA 13, Installation of Sprinkler Systems

4.14.54 NFPA 17A, Standard for Wet Chemical Extinguishing Systems

4.14.55 NFPA 20, Installation of Stationary Pumps for Fire Protection

4.14.56 NFPA 24, Installation of Private Fire Service Mains

4.14.57 NFPA 30, Flammable and Combustible Liquids Code

4.14.58 NFPA 54, National Fuel Gas Code

4.14.59 NFPA 70, National Electrical Code

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

4.14.61 NFPA 72, National Fire Alarm Code

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

4.14.63 NFPA 80, Fire Doors and Fire Windows

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

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

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

4.14.67 NFPA 101, Life Safety Code 2015

4.14.68 NFPA 110, Emergency and Standby Power Systems

4.14.69 NFPA 111, Stored Electrical Energy Emergency Standby Power Systems

4.14.70 NFPA 780, Lightning Protection Systems

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

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

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

(USGS)

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

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

4.14.76 AISI Cold Formed Steel Design, 2012

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

4.14.78 ANSI/BHMA A156.1, Butts and Hinges

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

4.14.80 ANSI/BHMA A156.3, Exit Devices

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

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

4.14.83 ANSI/BHMA A156.6, Architectural Door Trim

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

4.14.85 ANSI/BHMA A156.18, Materials and Finishes

4.14.86 ANSI/BHMA A156.36, Auxiliary Locks

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

4.14.88 ANSI A250.8, Standard Steel Doors and Frames

4.14.89 ANSI C2, National Electrical Safety Code

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

4.14.91 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

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

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

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

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

4.14.96 ANSI C502, Dry-Barrel Fire Hydrants

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

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

4.14.99 ANSI Z358.1, Emergency Eye Wash: Fountain

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.14.116 ASTM A36, Carbon Structural Steel

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

4.14.118 ASTM 105, Carbon Steel Forgings for Piping Applications

4.14.119 ASTM A216, Steel Castings, Carbon, Suitable for Fusion Welding, for High- Temperature Service

4.14.120 ASTM A106, Seamless Carbon Steel for High-Temperature Service

4.14.121 ASTM 153, Zinc Coating (Hot-Dip) on Iron and Steel Hardware

4.14.122 ASTM A193, Alloy-Steel and Stainless Steel Bolting Materials for High- Temperature Service and Other Special Purpose Applications

4.14.123 ASTM A194, Carbon and Alloy Steel Nuts for Bolts for High-Pressure or High- Temperature Service, or Both

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

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

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

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

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

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

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

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

4.14.132 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

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

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

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4.14.135 ASTM C33, Concrete Aggregates

4.14.136 ASTM C90, Loadbearing Concrete Masonry Units

4.14.137 ASTM C94, Ready-Mixed Concrete

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

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

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

4.14.141 ASTM C578, Rigid, Cellular Polystyrene Thermal Insulation

4.14.142 ASTM C612, Mineral Fiber Block and Board Thermal Insulation

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

4.14.144 ASTM C645, Nonstructural Steel Framing Members

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

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

4.14.147 ASTM C834, Latex Sealants

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

4.14.149 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

4.14.150 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

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

4.14.152 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

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

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4.14.154 ASTM C1289, Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.14.180 ASTM D4434, Poly(Vinyl Chloride) Sheet Roofing

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4.14.197 ASHRAE Handbook, Fundamentals

4.14.198 ASHRAE Handbook, HVAC Systems and Equipment

4.14.199 ASHRAE Handbook, HVAC Applications.

4.14.200 ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality

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

4.14.202 ASHRAE Standard 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings, 2010

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

4.14.204 ASHRAE 189.1, Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

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

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

4.14.207 SMACNA Architectural Sheet Metal Manual

4.14.208 SMACNA, HVAC Systems – Duct Design Manual

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

4.14.210 UL Fire Resistance Directory, Vol. 1 and 2

4.14.211 UL 50, Enclosures for Electrical Equipment

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4.14.212 UL 263, Fire Tests of Building Construction and Materials

4.14.213 UL 268, Smoke Detectors for Fire Protective Signaling Systems

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

4.14.215 UL 464, Audible Signal Appliances

4.14.216 UL 497, Protectors for Paired Conductor Communication Circuits

4.14.217 UL 580, Tests for Uplift Resistance of Roof Assemblies

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

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

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

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

4.14.222 UL 1479, Fire Tests of Through-Penetration Firestops

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

4.14.224 Aluminum Association Designation System

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

4.14.226 IESNA HB-10 (2011), IES Lighting Handbook

4.14.227 IESNA LM-79-08, Electrical and Photometric Measurements of Solid-State Lighting Products

4.14.228 IESNA LM-80-08, Measuring Lumen Maintenance of LED Light Sources

4.14.229 City Light & Power (CL&P) Electric Service Connection Standards Manual

4.14.230 EPACT 2005

4.14.231 DODI 4170.11

4.14.232 DOD Utilities Meter Policy

4.14.233 All attachments to this RFP

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5 SUSTAINABLE DESIGN

5.1 GENERAL:

5.1.1 The Contractor is required to comply with all state and federal laws regarding sustainable design. See UFC 1-200-02 and specification 01 33 29 SUSTAINABILITY REPORTING 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 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 registering the project with the Green Business Certification Inc.’s (GBCI) Guiding Principles Assessment for Department of Defense. The Contractor is responsible for all additional project costs, including registration, reviews, and any cost arising from denied credits or re-submittals.

Contact GuidingPrinciplesAssessment@gbci.org for more information.

5.3.2 The Contractor is responsible for registering the project with the Energy Star program after award of the Contract and prior to starting construction activities.

5.4 EPA “DESIGNED TO EARN THE ENERGY STAR.” The Contractor shall select appropriate appliances, fixtures, and equipment so that the project meets the requirements of the Environmental Protection Agency’s (EPA) “Designed to Earn the Energy Star” program for Commercial New Construction.

5.4.1 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.

5.5 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). See UFC 1-200-02 and the Air Force Sustainable Design and Development Implementing Guidance memorandum for more information. See also the Whole

SECTION 01 10 10 Page 19 Amendment 007

Building Design Guide’s FHPSB website for new construction:

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

5.5.1 Required Sustainable Features. The following features are required to be incorporated in to this project. See UFC 1-200-02 for additional information.

5.5.1.1 Integrated Design. A collaborative and integrated planning and design team has been involved in the development of this RFP. The Contractor shall conduct their pre-design charrette in accordance with ASHRAE 189.1-2014, section F1.1.1, ensuring compliance with UFC 1-200-02, section 2-2.1.1 through 2-2.1.4.

5.5.1.2 Commissioning. Comply with ASHRAE 189.1, paragraph 10.3.1.2, and the requirements of Section 01 91 00.00 10 TOTAL BUILDING COMMISSIONING.

The Contractor shall employ an experienced commissioning agent (CxC/CxA) to coordinate the design, construction, and testing of all commissioned systems. An independent commissioning authority (CxG) chosen by the Government shall review the Owner’s Project Requirements, Basis of Design, design drawings, and commissioning plans and reports to ensure their completeness and accuracy. See ASHRAE 189.1 and Section 01 91 00.00 10 TOTAL BUILDING COMMISSIONING for list of systems required to be commissioned. Revise this list as is applicable to the building, and update 01 91 00.00 10 to correspond. Compliance with ASHRAE 55, section 6.2, is not required as identified in ASHRAE 189.1.

5.5.1.3 Energy Efficiency –Commercial Buildings. Energy use shall be reduced at least 30% below the baseline of ASHRAE 90.1-2013. If this is not lifecycle cost effective, achieve the maximum efficiency that is lifecycle cost effective. Results of a Life Cycle Cost Analysis (LCCA) are required to be included in the Energy Compliance Analysis. 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 =

5.5.1.4 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 additional resources.

5.5.1.5 Standby Powered Devices. Provide products that use no more than 1 watt in standby mode.

5.5.1.6 On-site Renewable Energy. Determine if a building-level renewable energy system is life cycle cost effective (LCCE) based on the requirements of ASHRAE 189.1, paragraph 7.4.1.1, and UFC 3-440-01. If a Life Cycle Cost Analysis (LCCA) determines a building-level solution is not LCCE, utilize an installation-level solution. Results of a Life Cycle Cost Analysis (LCCA) are required to be included in the Energy Compliance Analysis.

[(Baseline building consumption) – (receptacle and process loads)] – [(Proposed building consumption) – (receptacle and process loads)]

(Baseline building consumption) – (receptacle and process loads)

SECTION 01 10 10 Page 20 Amendment 007

5.5.1.7 Energy Compliance Analysis. An Energy Compliance Analysis must be completed to verify compliance with UFC 1-200-02. See UFC 1-200-02 for detailed requirements

5.5.1.8 Metering. Provide advanced utility meters for all utilities serving the building.

Meters must be connected to the base wide energy and utility monitoring and control system. See paragraph 6 Civil Design for more information.

5.5.1.9 Stormwater Management. Comply with UFC 3-210-10. See also paragraph 6 Civil Design, specification 01 57 23 STORM WATER POLLUTION PREVENTION MEASURES, and specification 01 57 20 ENVIRONMENTAL PROTECTION for additional stormwater management requirements.

5.5.1.9.1 Per Air Force Instruction (AFI) 32-1067, Water and Fuel Systems, the proponent/contractor shall prepare a Storm Water Pollution Prevention Plan (SWPPP) to include site-specific control measures and best management practices that would be implemented during construction activities. This plan shall be submitted to 412 CEG/CEVC for approval.

5.5.1.10 Moisture Control. See UFC 1-200-02 for more detailed information on moisture control strategy requirements.

5.5.1.11 Reduce Volatile Organic Compounds. All construction materials, interior finishes, and other products must be low- or zero-emitting. This includes composite wood products, adhesives, sealants, interior paints and finishes, all flooring systems, structural wood panels, agrifiber products, ceiling and wall systems, and furnishings. Comply with ASHRAE 189.1, paragraph 8.4.2, excluding the first sentence.

5.5.1.12 Protect Indoor Air Quality During Construction. Contractor shall comply with ASHRAE 189.1, paragraph 10.3.1.4 to develop an indoor air quality construction management plan. Relative humidity shall be no greater than 60%.

5.5.1.12.1 Contractor shall operate in accordance with all Federal and State air emission and performance laws and standards as specified in Section 01 57 20 ENVIRONMENTAL PROTECTION, paragraph 3.4 AIR RESOURCES.

5.5.1.13 Environmental Tobacco Smoke Control. Smoking is prohibited within 50 feet of all building entrances and ventilation intakes.

5.5.1.14 Environmentally Preferable Products. Provide products with a low impact on human health and the environment, such as products with recycled content or biologically-based products. Contractor and specifiers shall consult GSA’s Green Products Compilation, EPA’s Comprehensive Procurement Guidelines, and the Federal Green Construction Guide for Specifiers. Any products chosen must also meet the technical criteria contained within this Request for Proposal.

5.5.1.14.1 Ozone Depleting Substances. Comply with ASHRAE 189.1, paragraph 9.3.3.

CFC-based refrigerants shall not be used in HVAC systems. Fire suppression systems shall not contain CFCs, HCFCs, or Halons.

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5.5.1.14.2 Other Hazardous Materials. Products or materials containing asbestos, lead, or polychlorinated biphenyls are not permitted.

5.5.1.15 Storage and Collection of Recyclables. Provide a designated area for the storage and collection of nonhazardous recyclables, per ASHRAE 189.1, paragraph 9.3.4.1.

5.5.1.16 Waste Diversion. A minimum of 60% of non-hazardous construction and demolition waste must be diverted from landfills. See specification 01 74 19 CONSTURCTION AND DEMOLITION WASTE MANAGEMENT for more information and requirements.

5.5.1.16.1 Waste and Materials Management shall be conducted in accordance with specification 01 57 20 ENVIRONMENTAL PROTECTION, paragraphs 3.6

CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL, 3.7

RECYCLING AND WASTE MINIMIZATION, and 3.8 NON-HAZARDOUS SOLID

WASTE DIVERSION REPORT.

5.5.1.17 Address Climate Change Risk. Discuss with Base personnel if there are any provisions needed to account for Government-provided projects of climate change effects on the site. Documentation of this discussion shall be included in paragraph 5.5.1.1 above.

5.6 USGBC GUIDING PRINCIPLES ASSESSMENT. The Contractor shall take appropriate actions and incorporate design and construction features such that the project shall accomplish all requirements of UFC 1-200-02 and receive a Compliant rating under the USGBC Guiding Principles Assessment.

5.7 SUSTAINABILITY REPORTING.

5.7.1 Contractor shall prepare a Sustainability Action Plan and a Sustainability Notebook as required by specification 01 33 29 SUSTAINABILTIY REPORTING. Contractor shall also prepare and regularly update the Air Force MILCON Sustainability Requirements Scoresheet, as required by specification 01 33 29.

5.8 CERTIFICATES AND PLAQUES: See specification 01 33 29 SUSTAINABILTIY REPORTING for additional information.

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6 CIVIL DESIGN

6.1 GENERAL. The project consists of the design and construction of five (5) site-adapted earth covered reinforced concrete modular Munitions Storage Magazines (MSMs) based upon the “MSM Box-Type” standard plans 421-80-08. The project location, demolition plan, site plan, and utility plan are shown respectively on 005 Drawings sheets G-101, Site Location Map; C-131, Demo Plan; and C-141, Site Plan. Construction activities include but are not limited to: stripping vegetation;

demolition of 2 existing igloos and associated steam piping, concrete pads, and AC driveways; providing access driveways, reinforced concrete loading aprons, utilities, metal masted catenary lightening protection, site improvements, communications /intrusion detection, and lighting utilizing conventional design and construction methods to accommodate the mission of the facility. Utility services to the new igloos shall include: electrical and telecommunications.

6.1.1 The five (5) munitions storage magazines shall have a minimum (three) 3 feet of earth cover per the installation’s request. Any reference to the lesser earth cover on sheets within Attachment 7 MSM Box-Type standard plans shall be superseded by the earth cover requirement specified here.

6.2 Electrical and Communication utilities are required as part of this project. See paragraph 14 Electrical Design and paragraph 17 Telecommunications Design for details.

6.3 SITE. The MSMs will be constructed in the MAMS 1 area between Birch Lane and Hawthorne Avenue and north of Georgia Street. The southernmost of the five MSMs will be sited to the north of the concrete access apron of building 1405. The magazine doors will face west towards Birch Lane and will be accessed by asphaltic concrete driveways. The west wall of the magazines will be offset approximately 220 feet from Birch Lane and align with the headwall of building 1405. In addition, the new MSM’s must align with the neighboring MSM buildings 2527-2531 in an east-west direction as shown on drawing sheet C-

141. Existing MSMs 1460 and 1461 will be demolished for this project. The topography in the project area is relatively flat with little vegetation. There is an existing swale located east of Buildings 1460 and 1461 and running north-south along Hawthorne Avenue, and an existing basin located north of the building 1405 access apron. Refer to drawing sheet C-141 and Attachment 20.

6.4 TECHNICAL CRITERIA AND STANDARDS. See paragraph 4.14.

6.5 PROJECT SITE FIELD SURVEY. No initial site survey has been performed. The Contractor shall be responsible for performing any survey to be used for construction and as required to complete the design. The survey drawings can be produced in either AutoCAD or Microstation but files must be submitted in DWG or DXF format only using Universal Transverse Mercator coordinates (UTM), Zone 12 North. The horizontal datum shall be the North American Datum 1983 (NAD83) and the vertical datum shall be the North American Datum of 1988 (NAVD 88).

Aerial photos shown on drawings are dated and should not be relied upon for accurate site details. Existing survey monuments shall be protected during construction from movement or damage. Damaged monuments shall be replaced

SECTION 01 10 10 Page 23 Amendment 007 by a Licensed Professional Land Surveyor to the original order of survey accuracy, at no cost to the Government.

6.6 SITE DEMOLITION. Buildings 1460 and 1461 are existing MSMs that will be decommissioned and abandoned by the Government prior to contract award. The Government will dismantle and remove the rails currently located within Building 1460 and 1461. As-built drawings are not available. Demolish the two MSMs (3451 sq. ft.) including their foundations, associated AC access driveways, PCC aprons, and steam piping and supports. See 005 Drawings sheet C-131, Demolition Plan for details.

6.6.1 Waste Disposal. Project demolition and construction waste shall be disposed of off-post at a location approved by the Contracting Officer. There are no landfills located at HAFB. Government policy is to apply sound environmental principles in the design, construction, and use of facilities. As part of the implementation of that policy the Contractor shall practice efficient waste management when sizing, cutting, and installing products and materials and use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling and reuse.

6.6.2 Haul Route. See 005 Drawings sheet G-101 for haul route path. The project site is within the MAMS area of HAFB and within a secondary fenced and guarded perimeter. The Roy Gate will be the entry and exit point for haul vehicles. The gate operation hours are 24 hours a day, 7 days a week. Contact HAFB for further details. Installation roadways sustaining damage from construction activities shall be repaired at the Contractor’s expense after project completion. The Contractor shall coordinate with the Base’s Department of Emergency Services.

6.6.3 Free Zone Requirements. The Contractor, in coordination with HAFB, is required to develop a Free Zone within which he is to work. A Free Zone Boundary Map which indicates Contractor’s access and required signage to access the site within the MAMS I Area will be developed and Contractor’s activities shall be limited to the Free Zone as indicated. Free Zone Map and boundaries must be approved by HAFB and the Contracting Officer. Follow the guidance in AFI 31-101, The Installation Security Program, when work under this contract required entry to controlled areas. The Contractor will request completion of an AF Form 2586, from the project manager for one prime contractor employee. That employee will act as escort for all other prime and subcontractor employees. Contractor employees with controlled area badges are required to escort contractor employees without badges, at all times, in and out of controlled areas. If it becomes necessary to establish a Free Zone for the Contractor, it must be approved in writing by the installation commander. The Free Zone must have clearly defined boundaries. It is recommended the Free Zone begin at some point in the boundary of the controlled area, which enables entry by the Contractor and other authorized personnel. The Free Zone must be closed during non-duty hours. The boundaries of the designated responsible activity. The Contractor shall not permanently alter any surface in the controlled area when establishing a Free Zone such as drilling holes in pavement for temporary fencing or drilling holes in walls and floors for other barriers. A Free Zone access list shall be developed to, at a minimum, include Contractor employees last name, first name, middle initial, date of birth, place of birth, company name, and driver’s license number and issue state.

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6.7 EARTHWORK.

6.7.1 General. During construction, minimize disturbed areas, stockpile excavated soils, and protect excavated soils from wind and water erosion. Replace or remove soils when construction is complete.

6.7.2 Excavation. There are no known contaminants or contaminated soils at the site.

If contaminants are encountered or suspected either by detecting suspicious odors or discolored soil, the Contractor shall notify the Contracting Officer immediately.

6.7.2.1 If the Contractor discovers unidentified hazardous conditions after construction commencement, he shall notify the Contracting Officer immediately.