W912QR23B0005_CUI_Specs_Vol2-0000.pdf

CUI

ATTENTION

Use this space to indicate categories, limited dissemination controls, special instructions, points of contact, etc., if needed.

ATTENTION

All individuals handling this information are required to protect it from unauthorized disclosure.

Handling, storage, reproduction, and disposition of the attached document(s) must be in accordance with 32 CFR Part 2002 and applicable agency policy.

Access to and dissemination of Controlled Unclassified Information shall be allowed as necessary and permissible to any individual(s), organization(s), or grouping(s) of users, provided such access or dissemination is consistent with or in furtherance of a Lawful Government Purpose and in a manner consistent with applicable law, regulations, and Government-wide policies.

Standard Form 901 (11-18) Prescribed by GSA/ISOO | 32 CFR 2002

CUI

Certified Final

W912QR23B0005_CUI_Specs_Vol2-0000

Solicitation For Controlled Unclassified Information (CUI)

Relocate Main Gate Youngstown Air Reserve Station, Ohio

P2: 473738 Design-Bid-Build

Specifications Vol.2 (Div. 13-34) Certified Final Design

17 July 2023

W912QR23B0005

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

ARCHITECTURAL

ELECTRICAL MECHANICAL

STRUCTURAL CIVIL

FIRE PROTECTION

TELECOMMUNICATIONS

2023.05.23

5/17/2023

2023.05.17

5/23/2023 5/23/2023

5/23/2023

473738 – RELOCATE MAIN GATE

YOUNGSTOWN AIR RESERVE STATION, YOUNGSTOWN OHIO

PROJECT TABLE OF CONTENTS Page | 1

CUI

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 00.00 06 SPECIAL PROVISIONS

ATTACHMENT TO SECTION 00 80 00.00 06

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 01.00 06 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 46 00.00 06 TOTAL BUILDING COMMISSIONING

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 06 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

CUI

PROJECT TABLE OF CONTENTS Page | 2

CUI

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 34 02 BULLET-RESISTANT COMPONENTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

10 26 00 CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 73 26.39 PRE-ENGINEERED CANOPY COVER

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 12 90 PREFABRICATED MODULAR GATEHOUSE BUILDING

13 12 93 PREFABRICATED MODULAR OVERWATCH BUILDING

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 – FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

PROJECT TABLE OF CONTENTS Page | 3

CUI

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 11 20 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 36 23 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 .61 SEALING OF JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

CUI

PROJECT TABLE OF CONTENTS Page | 4

CUI

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 – TRANSPORTATION

34 75 13.13 CRASH RATED ACTIVE VEHICLE BARRIERS AND CONTROLS

-- End of Project Table of Contents –

CUI

P2 473738 - Relocate Main Gate Youngstown Air Reserve Station, Ohio

SECTION 13 12 90

PREFABRICATED MODULAR GATEHOUSE BUILDING

12/18

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 (2016) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 55 (2013) Thermal Environmental Conditions for Human Occupancy

ASHRAE 62.1 (2013) Ventilation for Acceptable Indoor Air Quality

ASTM INTERNATIONAL (ASTM)

ASTM A513/A513M (2020a) Standard Specification for Electric-Resistance-Welded Carbon and Alloy Steel Mechanical Tubing

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2021) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B632/B632M (2008) Standard Specification for Aluminum-Alloy Rolled Tread Plate

ASTM C578 (2019) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum

SECTION 13 12 90 Page 1

CUI

CUI

Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS A2.4 (2012) Standard Symbols for Welding, Brazing and Nondestructive Examination

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2021) Butts and Hinges

ANSI/BHMA A156.13 (2017) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.21 (2019) Thresholds

ANSI/BHMA A156.4 (2013) Door Controls - Closers

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-410-01 (2017) HEATING, VENTILATING, AND AIR

CONDITIONING SYSTEMS, WITH CHANGE 4

UFC 3-530-01 (2016) INTERIOR AND EXTERIOR LIGHTING

SYSTEMS AND CONTROLS, WITH CHANGE 3

UFC 4-022-01 (2017) SECURITY ENGINEERING: ENTRY CONTROL

FACILITIES / ACCESS CONTROL POINTS

UFC 4-023-03 (2009) DESIGN OF BUILDINGS TO RESIST

PROGRESSIVE COLLAPSE, WITH CHANGE 3

UNDERWRITERS LABORATORIES (UL)

UL 752 (2005; Reprint Dec 2015) Standard for Bullet-Resisting Equipment

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2021; TIA 21-1) Life Safety Code

1.2 DESIGN REQUIREMENTS

1.2.1 General

Provide factory built, prefabricated structure capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated.

1.2.2 Wind Loads

Determine loads based on minimum design wind pressures indicated on Drawings.

1.2.3 Seismic Performance

Provide factory built, prefabricated structures capable of withstanding the effects of earthquake motions determined according to ASCE 7-1 6, Section 9 .

SECTION 13 12 90 Page 2

CUI

CUI

1.2.4 Thermal Movements

Thermal Movements: Provide factory built, prefabricated structures that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. Temperature Change (Range): 120 deg F , ambient; 180 deg F , material surfaces.

1.2.5 Electrical Devices

Devices UL listed with wiring bearing UL classification and conforming to the current NEC.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Gatehouse fabrication drawings ; G, A/E

SD-03 Product Data

Modular Gatehouse Structure ; G, A/E SD-04 Samples

Finishes ; G, A/E

SD-05 Design Data

Gatehouse Design Calculations

SD-11 Closeout Submittals

Warranty

1.4 QUALITY CONTROL

1.4.1 Manufacturer Qualification

Company specializing in manufacturing prefabricated structures with a minimum documented experience of twenty years and with a quality assurance program utilizing an independent third party quality control firm with a 5-stage, 35 step, quality inspection for each system.

1.4.2 Preinstallation Meetings

Conduct meetings to verify project requirements, substrate conditions, utility connections, manufacturer's installation instructions, and warranty requirements. Comply with Division 1 requirements.

SECTION 13 12 90 Page 3

CUI

CUI

1.4.3 Fabrication Drawing Requirements

Submit Gatehouse fabrication drawings for approval prior to fabrication.

Fabrication drawings must not be reproductions of contract drawings. Sign and seal fabrication drawings by a registered professional engineer.

Include complete information for the fabrication and erection of the unit's components, including the location, type, and size of bolts, welds, member sizes and lengths, connection details, blocks, copes, and cuts.

Use AWS A2.4 standard welding symbols. Clearly highlight any deviations from the details shown on the contract drawings highlighted on the fabrication drawings. Explain the reasons for any deviations from the contract drawings.

1.4.4 Delegated Connection Design

Design Modular Structure using the loads indicated. Submit Gatehouse design calculations signed and sealed by a registered professional engineer.

1.5 DELIVERY, STORAGE, AND HANDLING

Store products in manufacturer's unopened packaging until ready for installation.

Protect all components and accessories from corrosion, deformation, damage and deterioration when stored at job site. Keep materials free from dirt and foreign matter.

1.6 PROJECT/SITE CONDITIONS

Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.7 WARRANTY

Provide the manufacturer's 5 year limited warranty on anodized aluminum surfaces against oxidation and the manufacturers 20 year limited warranty against peeling, flaking and chipping of deck and fascia when properly maintained.

Provide manufacturer's warrantees on all accessory items provided such as, but not limited to, air conditioning, lights, and heating units.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Pre-engineered, pre-fabricated modular Gatehouse structure , equiped with all building engineering systems installed. Provide enclosure consisting of prefabricated, bullet-resistant, modular insulated wall and ceiling panels with doors, windows, and all necessary connecting posts, hardware and accessories. Complete enclosure shall be of minimum dimensions shown on the drawings. Components shall be factory-welded assemblies. All metal components shall be factory painted with rust inhibitive primer unless indicated otherwise. All exposed welds shall be dressed smooth.

Workmanship shall be rigid, neat in appearance, and free from defects.

Enclosure shall be designed to be relocatable by forklift.

SECTION 13 12 90 Page 4

CUI

CUI

2.1.1 General Design Requirements

Provide building of size and shape indicated on Drawings.

1. Exterior wall insulation of R-1 9 Ci .

2. Roofing minimum solar reflectance index (SRI) of 78 with minimum R-

10+R11 LS liner or r-20 liner.

3. Exterior walls, doors, window framing, glazing, and all exterior ancillary components shall meet UL 752 Level 5 Ballistic Resistance.

2.1.2 Structural

Structural framing system shall be a pre-manufactured building, including walls, roof, and floor, constructed of all-welded ballistic steel blast-resistant panel construction.

The building is considered a one-story building in terms of UFC 4-023-03 ;

therefore, progressive collapse is not required.

2.1.3 Mechanical Design Criteria

The mechanical system shall provide an energy efficient system in accordance with ASHRAE 90.1 , provide acceptable indoor air quality per ASHRAE 62.1 , provide acceptable thermal comfort design in accordance with ASHRAE 55, provide acceptable noise levels per ASHRAE Applications Handbook, and provide a maintenance accessible system. Clearances for service access will be determined by equipment manufacturer’s documentation.

2.1.3.1 Outside Design Conditions

The facility’s heating, ventilation, and air conditioning (HVAC) loads will be performed utilizing TraneTrace 700 with outdoor conditions for Climate Zone 5a. The outside Design Conditions are as follows based on the 99% and 1% design for Youngstown-Warren Regional,OH:

Design Condition Month DB WB

Heating Design January 8.1 deg F Cooling Design July 85.6 deg F 70.7 deg F De-humidification

Design July 77.5 deb F 72.5 deg F

2.1.3.2 Indoor Design Conditions

The facility’s indoor cooling and heating conditions are determined as follows per UFC 3-410-01 unless approved by the authority having jurisdiction (AHJ).

Design Condition Season DB WB

Comfort Conditioning*1 Cooling 78.0 deg F 64.9 deg F Comfort Conditioning*1 Heating 68.0 deg F Notes:

*1-Comfort Conditioning applies to all internal spaces that are regularly occupied (other spaces are noted separately).

SECTION 13 12 90 Page 5

CUI

CUI

2.1.3.3 HVAC Equipment

The HVAC equipment for the facility shall consist of a manufacturer's packaged rooftop air conditioning unit with integral electric heat. The air conditioning unit shall meet ASHRAE standard efficiencies and provide a nominal capacity of 13,500 BTU/h with an integral 5,110 BTU/h (1.5 kW) electric heater. Unit shall be powered by 110V/60Hz/1Phase and utilize R410A refrigerant. The unit shall be furnished, installed, and tested by the factory with a 5 year parts warranty.

Facility shall include electric in-floor radiant heat as the main source for heating which will be field installed.

2.1.3.3.1 Drain Piping

HVAC Condensate Drain piping shall be Type “L” copper.

2.1.3.3.2 Seismic Restraint

HVAC equipment and accessories will be seismically and wind restrained per the sites seismic use group, design category and importance factor.

2.1.3.3.3 Insulation

HVAC condensate drain piping will be insulated with 1" closed-cell elastomeric piping insulation.

2.1.3.4 HVAC Controls

The controls for the facility shall be stand-alone. Provide with manufacturer's integral controls to include cover plate, digital display, temperature adjustments, on/off, and fan speed adjustment.

2.1.3.5 Operations and Maintenance Manuals

Operation Manuals, Maintenance Manuals and recommended spare parts lists for each piece of mechanical equipment will be required in the specifications for the Contract or to provide. Contractor will also be required to furnish control diagrams as part of the record documentation.

Contract or training of Air Station personnel will be required for all HVAC systems. Training will be on-site and will include proper operating and maintenance procedures, troubleshooting procedures and calibration.

2.1.4 Electrical and Communications

Lighting will comply with UFC 3-530-01 , UFC 4-022-01 , SDDC TEA Pamphlet 55-15 Traffic and Safety Engineering for Better Entry Control Facilities, and ASHRAE 90.1 . All lighting will be LED. Lighting will be controlled by either ceiling mounted or mounted occupancy sensors and will have dimming capabilities with manual overrides.

2.1.4.1 Lighting

Interior lighting shall be two (2) LED ceiling mounted fixtures controlled by an occupancy sensor(s) and one (1) LED task light.

SECTION 13 12 90 Page 6

CUI

CUI

2.1.4.2 Emergency Lighting

Provide integral emergency battery backup drivers with 90 minutes of battery capacity, along interior egress paths and at the exterior entries per NFPA 101 .

2.1.4.3 Interior Electrical Power

Provide a 100 AMP, 208Y/120V, 3-phase panelboard with a Main Circuit Breaker (MCB) to provide power. Power will derive from the Visitor’s Center. Size conductors to limit the voltage drop to two percent for feeders and three percent for branch circuits. All conductors shall be copper and installed in rigid conduit except where EMT, IMC, schedule 40 PVC or FMC are permitted.

1. Provide one exterior duplex receptacle in a weatherproof (while in use) enclosure with integral ground-fault protection.

2. Provide required disconnects, breakers, receptacles and conduit/wire feeders for mechanical equipment.

3. One(1)24 strand bundle and two(2)4-inch conduits will enter from the exterior handhole and terminations will be made in the building.

4. Provide a 4 inch x 12 inch x 1/4 inch pre-drilled Telecommunications Main Ground Busbar (TMGB). The bonding conductors from the TMGB shall be connected to the electrical panel board that shall be provided in the building and structural steel per 13A and EIA/TIA607-B standard. All bonding conductors shall be green jacket cable and have two-hole long barrel irreversible crimp connectors on both ends.

5. Provide four (4) voice/data outlets at each workstation.

6. Provide conduit home runs for all telecom drops to support all horizontal cabling.

6. Data jacks shall be Category 6 (CAT6) RJ45 connections in a 4-port face plate for telecom outlets and will be terminated back at a patch panel.

7. Labeling in accordance with the Air Reserve Station standards shall be required.

8. Provide power and conduit rough-in for Government provided CCTV cameras. CAT6 RJ45 will be used.

9. Provide an Advantor IDS system. The IDS and CCTV system communications shall report back to Building 402.

10. Power provided to the Gate House will also accommodate an electric radiant floor heating system within the slab. Electric radiant floor heating system shall be on a GFI protected circuit breaker.

2.2 MATERIALS

2.2.1 Aluminum

Alloy and temper recommended by manufacturer for type of use and finish specified, and as follows

1. Sheet: ASTM B209.

2. Extruded Shapes: ASTM B221.

3. Rolled Tread Plate: ASTM B632/B632M , Alloy 6061-T4 or 6061-T6.

2.2.2 Cold-Rolled Steel Sheet

ASTM A1008/A1008M , Commercial Steel (CS), Type B.

SECTION 13 12 90 Page 7

CUI

CUI

2.2.3 Zinc-Coated (Galvanized) Steel Sheet

ASTM A653/A653M /A, commercial quality, G90 (Z275) coating designation;

mill phosphatized.

2.2.4 Aluminum Treadplate

1/8-inch aluminum plate conforming to ASTM B209.

2.2.5 Steel Mechanical Tubing

ASTM A513/A513M , welded steel mechanical tubing.

2.2.6 Expanded Polystyrene (EPS) Core

Minimum of 0.95 pcf complying with ASTM C578 Type 1.

2.2.7 Oriented Strand Board (OSB)

Standard Grade; minimum physical properties conforming to APA PRP-108.

2.2.8 Ballistics-Resistant Glazing

Comply with requirements of UL 752 and/or NIJ. Provide Level 5 Ballistic Resistant glazing.

2.3 SYSTEM COMPONENTS

2.3.1 Size

As indicated on Drawings.

2.3.2 Framing System

Prefabricated with 14 gauge mechanical tube, welded framing system.

Exterior smooth and flat with no exposed fasteners on building exterior.

2.3.3 Roof

Flat deck of galvanized steel, 20 gauge, G-60 zinc coating, interlocking pan sections, 3 inches high varying widths and capable of supporting a minimum 40 psf live load. Roof shall drain into full perimeter gutter system; 4 inch overhang.

2.3.4 Wall Panels

Exterior face of manufacturers standard 16 gauge galvanized steel, an E.P.S. insulation core and a 18 gauge galvanized steel interior face.

Panels shall be welded into place.

1. Overall thickness: Minimum 3 inches.

2. R-value minimum R-1 9.

3. Provide ballistic resistant wall panels in accordance with UL 752 Level 5.

2.3.5 Ceiling Panels

Prefinished steel, 20 gauge panel system providing a smooth flat interior with batt insulation above.

SECTION 13 12 90 Page 8

CUI

CUI

2.3.6 Base/Floor

No floor required. Unit shall be placed on field constructed heated concrete floor slab.

2.3.7 Swinging Doors

Fabricators standard steel tubular-frame, half-glass design. Provide ballistic resistant doors in accordance with UL 752 Level 5.

1. Lockset: ANSI/BHMA A156.13 lockset, Type F07 with lever handle and removable cylinder core compatible with Best core.

2. Glazing: UL 752 , Level 5 bullet resistant protection clear glazing.

3. Threshold: ANSI/BHMA A156.21 , Type J35100 aluminum with vinyl or silicone rubber insert in face of stop.

4. Hinges ANSI/BHMA A156.1 , A5111 stainless steel, NRP - non-removable pins.

5. Closer: ANSI/BHMA A156.4 , C03021 type.

2.3.8 Ballistic Fixed Windows

UL 752 , Level 5 bullet resistant protection clear glazing, gramed to building using steel/aluminum framing system with no exterior exposed fasteners.

2.3.9 Counter

Full width by 24 inch deep by 3/4 inch stainless steel counter with counter tip drop wire grommets. Provide with 18 gage stainless steel, key lockable drawers and storage attached to underside of counter.

2.3.10 Finishes

2.3.10.1 Walls

Interior and exterior panel faces shall have a manufacturer's epoxy primer with a urethane finish. Color as selected from manufacturers standard colors.

2.3.10.2 Ceiling

Manufacturers standard white

2.4 FABRICATION

Fabricate factory build, prefabricated modular structures in factory.

1. Preglaze windows and doors at factory.

2. Prewire factory unit at factory, ready for connection to service at Project site.

3. Separate dissimilar materials using nonconductive tape, paint, or other material not visible in finished work.

4. Fabricate units for forklift unloading under base of structures with forklift pockets in base of booth or welded in place concealed lifting lugs at roof that are suitable for placement of the structure on prepared foundations.

SECTION 13 12 90 Page 9

CUI

CUI

PART 3 EXECUTION

3.1 PREPARATION

Examine supporting foundations for compliance with manufacturer's requirements, including installation tolerances and other conditions affecting performance of supporting members.

1. Check installed anchor bolts for accuracy. Verify that bearing surfaces are ready to receive the work.

2. Verify the rough-in of required mechanical and electrical services prior to placement of the structure.

3. If preparation is the responsibility of another installer, notify Contracting Officer of unsatisfactory preparation before proceeding.

3.1.1 Surface Preparation

Clean surfaces thoroughly prior to installation.

Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.2 INSTALLATION

Install in accordance with manufacturer's instructions.

1. Separate dissimilar materials using nonconductive tape, paint, or other material not visible in finished work.

2. Anchor securely in place, allowing for required movement, including expansion and contraction.

3. Connect mechanical services as specified under Division 23.

4. Connect electrical services as specified in Division 26.

3.3 PROTECTION

Protect installed products until completion of project. Touch-up, repair or replace damaged products before Substantial Completio

-- End of Section --

SECTION 13 12 90 Page 10

CUI

CUI

SECTION 13 12 93

PREFABRICATED MODULAR OVERWATCH BUILDING

12/18

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 62.1 (2013) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 (2016) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 55 (2013) Thermal Environmental Conditions for Human Occupancy

ASTM INTERNATIONAL (ASTM)

ASTM A513/A513M (2020a) Standard Specification for Electric-Resistance-Welded Carbon and Alloy Steel Mechanical Tubing

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2021) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B632/B632M (2008) Standard Specification for Aluminum-Alloy Rolled Tread Plate

ASTM C578 (2019) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum

SECTION 13 12 93 Page 1

CUI

CUI

Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS A2.4 (2012) Standard Symbols for Welding, Brazing and Nondestructive Examination

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.5 (2020) Cylinder and Input Devices for Locks

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-410-01 (2017) HEATING, VENTILATING, AND AIR

CONDITIONING SYSTEMS, WITH CHANGE 4

UFC 3-530-01 (2016) INTERIOR AND EXTERIOR LIGHTING

SYSTEMS AND CONTROLS, WITH CHANGE 3

UFC 4-022-01 (2017) SECURITY ENGINEERING: ENTRY CONTROL

FACILITIES / ACCESS CONTROL POINTS

UFC 4-023-03 (2009) DESIGN OF BUILDINGS TO RESIST

PROGRESSIVE COLLAPSE, WITH CHANGE 3

UNDERWRITERS LABORATORIES (UL)

UL 752 (2005; Reprint Dec 2015) Standard for Bullet-Resisting Equipment

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2021; TIA 21-1) Life Safety Code

1.2 DESIGN REQUIREMENTS

1.2.1 General

Provide factory built, prefabricated structure capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated.

1.2.2 Wind Loads

Determine loads based on minimum design wind pressures indicated on Drawings.

1.2.3 Seismic Performance

Provide factory built, prefabricated structures capable of withstanding the effects of earthquake motions determined according to ASCE 7-1 6.

1.2.4 Thermal Movements

Thermal Movements: Provide factory built, prefabricated structures that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, SECTION 13 12 93 Page 2

CUI

CUI

failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. Temperature Change (Range): 120 deg F , ambient; 180 deg F , material surfaces.

1.2.5 Electrical Devices

Devices UL listed with wiring bearing UL classification and conforming to the current NEC.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Overwatch fabrication drawings ; G

SD-03 Product Data

Modular Overwatch Structure ; G

SD-04 Samples

Finishes ; G

SD-05 Design Data

Overwatch Design Calculations

SD-11 Closeout Submittals

Warranty

1.4 QUALITY CONTROL

1.4.1 Manufacturer Qualification

Company specializing in manufacturing prefabricated structures with a minimum documented experience of twenty years and with a quality assurance program utilizing an independent third party quality control firm with a 5-stage, 35 step, quality inspection for each system.

1.4.2 Preinstallation Meetings

Conduct meetings to verify project requirements, substrate conditions, utility connections, manufacturer's installation instructions, and warranty requirements. Comply with Division 1 requirements.

1.4.3 Fabrication Drawing Requirements

Submit Overwatch fabrication drawings for approval prior to fabrication.

Fabrication drawings must not be reproductions of contract drawings. Sign and seal fabrication drawings by a registered professional engineer.

Include complete information for the fabrication and erection of the

SECTION 13 12 93 Page 3

CUI

CUI

unit's components, including the location, type, and size of bolts, welds, member sizes and lengths, connection details, blocks, copes, and cuts.

Use AWS A2.4 standard welding symbols. Clearly highlight any deviations from the details shown on the contract drawings highlighted on the fabrication drawings. Explain the reasons for any deviations from the contract drawings.

1.4.4 Delegated Connection Design

Design Modular Structure using the loads indicated. Submit Overwatch design calculations signed and sealed by a registered professional engineer.

1.5 DELIVERY, STORAGE, AND HANDLING

Store products in manufacturer's unopened packaging until ready for installation.

Protect all components and accessories from corrosion, deformation, damage and deterioration when stored at job site. Keep materials free from dirt and foreign matter.

1.6 PROJECT/SITE CONDITIONS

Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.7 WARRANTY

Provide the manufacturer's 5 year limited warranty on anodized aluminum surfaces against oxidation and the manufacturers 20 year limited warranty against peeling, flaking and chipping of deck and fascia when properly maintained.

Provide manufacturer's warrantees on all accessory items provided such as, but not limited to, air conditioning, lights, and heating units.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Pre-engineered, pre-fabricated modular Overwatch structure , equiped with all building engineering systems installed. Provide enclosure consisting of prefabricated, bullet-resistant, modular insulated wall and ceiling and floor panels with doors, windows, and all necessary connecting posts, hardware and accessories. Complete enclosure shall be of minimum dimensions shown on the drawings. Components shall be factory-welded assemblies. All metal components shall be factory painted with rust inhibitive primer unless indicated otherwise. All exposed welds shall be dressed smooth. Workmanship shall be rigid, neat in appearance, and free from defects. Enclosure shall be designed to be relocatable by forklift.

2.1.1 General Design Requirements

Provide building of size and shape indicated on Drawings.

1. Exterior wall insulation of R-1 9 Ci .

SECTION 13 12 93 Page 4

CUI

CUI

2. Roofing minimum solar reflectance index (SRI) of 78 with minimum R- 10+R11 LS liner or r-20 liner.

3. Exterior walls, doors, window framing, glazing, and all exterior ancillary components shall meet UL 752 Level 5 Ballistic Resistance.

2.1.2 Structural

Structural framing system shall be a pre-manufactured building, including walls, roof, and floor, constructed of all-welded ballistic steel blast-resistant panel construction.

The building is considered a one-story building in terms of UFC 4-023-03 ;

therefore, progressive collapse is not required.

2.1.3 Mechanical Design Criteria

The mechanical system shall provide an energy efficient system in accordance with ASHRAE 90.1 , provide acceptable indoor air quality per ASHRAE 62.1 , provide acceptable thermal comfort design in accordance with ASHRAE 55, provide acceptable noise levels per ASHRAE Applications Handbook, and provide a maintenance accessible system. Clearances for service access will be determined by equipment manufacturer’s documentation.

2.1.3.1 Outside Design Conditions

The facility’s heating, ventilation, and air conditioning (HVAC) loads will be performed utilizing TraneTrace 700 with outdoor conditions for Climate Zone 5a. The outside Design Conditions are as follows based on the 99% and 1% design for Youngstown-Warren Regional,OH:

Design Condition Month DB WB

Heating Design January 8.1 deg F Cooling Design July 85.6 deg F 70.7 deg F De-humidification Design July 77.5 deb F 72.5 deg F

2.1.3.2 Indoor Design Conditions

The facility’s indoor cooling and heating conditions are determined as follows per UFC 3-410-01 unless approved by the authority having jurisdiction (AHJ).

Design Condition Season DB WB

Comfort Conditioning*1 Cooling 78.0 deg F 64.9 deg F Comfort Conditioning*1 Heating 68.0 deg F Notes:

*1-Comfort Conditioning applies to all internal spaces that are regularly occupied (other spaces are noted separately).

2.1.3.3 HVAC Equipment

The HVAC equipment for the facility shall consist of manufacturer's packaged rooftop air conditioning unit with a wall mounted electric heater. The air conditioning unit shall meet ASHRAE standard efficiencies and provide a nominal capacity of 13,500 BTU/h with a 10,200 BTU/H (3kW) wall mounted fan forced electric heater. AC unit shall be powered by

SECTION 13 12 93 Page 5

CUI

CUI

110V/60Hz/1Phase and utilize R410A refrigerant and the electric heater shall be powered by 208V/60Hz/1Phase. The unit shall be furnished, installed, and tested by the factory with a 5 year parts warranty.

2.1.3.3.1 Drain Piping

HVAC Condensate Drain piping shall be Type “L” copper.

2.1.3.3.2 Seismic Restraint

HVAC equipment and accessories will be seismically and wind restrained per the sites seismic use group, design category and importance factor.

2.1.3.3.3 Insulation

HVAC condensate drain piping will be insulated with 1" closed-cell elastomeric piping insulation.

2.1.3.4 HVAC Controls

The controls for the facility shall be stand-alone. Provide with manufacturer's integral controls to include cover plate, digital display, temperature adjustments, on/off, and fan speed adjustment.

2.1.3.5 Operations and Maintenance Manuals

Operation Manuals, Maintenance Manuals and recommended spare parts lists for each piece of mechanical equipment will be required in the specifications for the Contract or to provide. Contractor will also be required to furnish control diagrams as part of the record documentation.

Contract or training of Air Station personnel will be required for all HVAC systems. Training will be on-site and will include proper operating and maintenance procedures, troubleshooting procedures and calibration.

2.1.4 Electrical and Communications

Lighting will comply with UFC 3-530-01 , UFC 4-022-01 , SDDC TEA Pamphlet 55-15 Traffic and Safety Engineering for Better Entry Control Facilities, and ASHRAE 90.1 . All lighting will be LED. Lighting will be controlled by either ceiling mounted or wall mounted occupancy sensors and will have dimming capabilities with manual overrides.

2.1.4.1 Lighting

Interior lighting shall be two (2) LED ceiling mounted fixtures controlled by an occupancy sensor(s) and one (1) task light located over counter and controlled by wall switch.

2.1.4.2 Emergency Lighting

Provide integral emergency battery backup drivers with 90 minutes of battery capacity, along interior egress paths and at the exterior entries per NFPA 101 .

2.1.4.3 Interior Electrical Power

Provide a 100 Amp, 208Y/120V, 3-phase panelboard with a Main Circuit Breaker (MCB) to provide power. Power will derive from the Visitor’s

SECTION 13 12 93 Page 6

CUI

CUI

Center. Size conductors to limit the voltage drop to two percent for feeders and three percent for branch circuits. All conductors shall be copper and installed in rigid conduit except where EMT, IMC, schedule 40 PVC or FMC are permitted.

1. Provide one exterior duplex receptacle in a weatherproof (while in use) enclosure with integral ground-fault protecion.

2. Provide required disconnects, breakers, receptacles and conduit/wire feeders for mechanical equipment.

3. One(1)24 strand bundle and two(2)4-inch conduits will enter from the exterior handhole and terminations will be made in the building.

4. Provide a 4 inch x 12 inch x 1/4 inch pre-drilled Telecommunications Main Ground Busbar (TMGB). The bonding conductors from the TMGB shall be connected to the electrical panel board that shall be provided in the building and structural steel per 13A and EIA/TIA607-B standard. All bonding conductors shall be green jacket cable and have two-hole long barrel irreversible crimp connectors on both ends.

5. Provide four (4) voice/data outlets at the workstation.

6. Provide conduit home runs for all telecom drops to support all horizontal cabling.

6. Data jacks shall be Category 6 (CAT6) RJ45 connections in a 4-port face plate for telecom outlets and will be terminated back at a patch panel.

7. Labeling in accordance with the Air Reserve Station standards shall be required.

8. Provide power and conduit rough-in for Government provided CCTV cameras. CAT6 RJ45 will be used.

9. Provide an Advantor IDS system. The IDS and CCTV system communications shall report back to Building 402.

2.2 MATERIALS

2.2.1 Aluminum

Alloy and temper recommended by manufacturer for type of use and finish specified, and as follows

1. Sheet: ASTM B209.

2. Extruded Shapes: ASTM B221.

3. Rolled Tread Plate: ASTM B632/B632M , Alloy 6061-T4 or 6061-T6.

2.2.2 Cold-Rolled Steel Sheet

ASTM A1008/A1008M , Commercial Steel (CS), Type B.

2.2.3 Zinc-Coated (Galvanized) Steel Sheet

ASTM A653/A653M /A, commercial quality, G90 (Z275) coating designation;

mill phosphatized.

2.2.4 Aluminum Treadplate

1/8-inch aluminum plate conforming to ASTM B209.

2.2.5 Steel Mechanical Tubing

ASTM A513/A513M , welded steel mechanical tubing.

SECTION 13 12 93 Page 7

CUI

CUI

2.2.6 Expanded Polystyrene (EPS) Core

Minimum of 0.95 pcf complying with ASTM C578 Type 1.

2.2.7 Oriented Strand Board (OSB)

Standard Grade; minimum physical properties conforming to APA PRP-108.

2.2.8 Ballistics-Resistant Glazing

Comply with requirements of UL 752 and/or NIJ. Provide Level 5 Ballistic Resistant glazing.

2.3 SYSTEM COMPONENTS

2.3.1 Size

As indicated on Drawings.

2.3.2 Framing System

Prefabricated with 14 gauge mechanical tube, welded framing system.

Exterior smooth and flat with no exposed fasteners on building exterior.

2.3.3 Roof

Flat deck of galvanized steel, 20 gauge, G-60 zinc coating, interlocking pan sections, 3 inches high varying widths and capable of supporting a minimum 40 psf live load. Roof shall drain into full perimeter gutter system; 4 inch overhang.

2.3.4 Wall Panels

Exterior face of manufacturers standard 16 gauge galvanized steel, an E.P.S. insulation core and a 18 gauge galvanized steel interior face.

Panels shall be welded into place.

1. Overall thickness: Minimum 3 inches.

2. R-value minimum R- 19 Ci .

3. Provide ballistic resistant wall panels in accordance with UL 752 Level 5.

2.3.5 Ceiling Panels

Prefinished steel, 20 gauge panel system providing a smooth flat interior with batt insulation above.

2.3.6 Base/Floor

Steel angle/steel tube perimeter frame with 1/8 inch thick diamond tread plate.

2.3.7 Sliding Door

Fabricators standard steel tubular-frame, half-glass design, top hung with an overhead track. Provide ballistic resistant doors in accordance with UL 752 Level 5.

1. Lockset: ANSI/BHMA A156.5 , Type E0291 narrow stile deadlock with

SECTION 13 12 93 Page 8

CUI

CUI

lever handle and removable cylinder core compatible with Best core.

2. Glazing: UL 752 , Level 5 bullet resistant protection clear glazing.

3. Track and Trolley: Steel channel type with heavy duty ball bearing steel tires and steel hub.

2.3.8 Ballistic Fixed Windows

UL 752 , Level 5 bullet resistant protection clear glazing, gramed to building using steel/aluminum framing system with no exterior exposed fasteners.

2.3.9 Counter

Full width by 24 inch deep by 3/4 inch stainless steel counter with counter tip drop wire grommets. Provide with 18 gage stainless steel, key lockable drawers and storage attached to underside of counter.

2.3.10 Finishes

2.3.10.1 Walls

Interior and exterior panel faces shall have a manufacturer's epoxy primer with a urethane finish. Color as selected from manufacturers standard colors.

2.3.10.2 Ceiling

Manufacturers standard white

2.4 FABRICATION

Fabricate factory build, prefabricated modular structures in factory.

1. Preglaze windows and doors at factory.

2. Prewire factory unit at factory, ready for connection to service at Project site.

3. Separate dissimilar materials using nonconductive tape, paint, or other material not visible in finished work.

4. Fabricate units for forklift unloading under base of structures with forklift pockets in base of booth or welded in place concealed lifting lugs at roof that are suitable for placement of the structure on prepared foundations.

PART 3 EXECUTION

3.1 PREPARATION

Examine supporting foundations for compliance with manufacturer's requirements, including installation tolerances and other conditions affecting performance of supporting members.

1. Check installed anchor bolts for accuracy. Verify that bearing surfaces are ready to receive the work.

2. Verify the rough-in of required mechanical and electrical services prior to placement of the structure.

3. If preparation is the responsibility of another installer, notify Contracting Officer of unsatisfactory preparation before proceeding.

SECTION 13 12 93 Page 9

CUI

CUI

3.1.1 Surface Preparation

Clean surfaces thoroughly prior to installation.

Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.2 INSTALLATION

Install in accordance with manufacturer's instructions.

1. Separate dissimilar materials using nonconductive tape, paint, or other material not visible in finished work.

2. Anchor securely in place, allowing for required movement, including expansion and contraction.

3. Connect mechanical services as specified under Division 23.

4. Connect electrical services as specified in Division 26.

3.3 PROTECTION

Protect installed products until completion of project. Touch-up, repair or replace damaged products before Substantial Completio

-- End of Section --

SECTION 13 12 93 Page 10

CUI

CUI

SECTION 13 34 19

METAL BUILDING SYSTEMS

08/20, CHG 1: 02/21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA/WDMA/CSA 101/I.S.2/A440 (2017) North American Fenestration Standard/Specification for Windows, Doors, and Skylights

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2007) Standard Definitions for Use in the Design of Steel Structures

AISI D100 (2017) Cold-Formed Steel Design Manual

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2019; Errata 1 2019; Errata 2-6 2020;

Addenda BY-CP 2020; Addenda AF-DB 2020;

Addenda A-G 2020; Addenda F-Y 2021;

Errata 7-8 2021; Interpretation 1-4 2020;

Interpretation 5-8 2021; Addenda AS-CB 2022) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 90.1 - SI (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

SECTION 13 34 19 Page 1

CUI

CUI

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A53/A53M (2020) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016a) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A193/A193M (2022a) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A307 (2021) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A500/A500M (2021a) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2014) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A529/A529M (2019) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A563M (2007; R 2013) Standard Specification for Carbon and Alloy Steel Nuts (Metric)

ASTM A572/A572M (2021) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A606/A606M (2018) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion Resistance

SECTION 13 34 19 Page 2

CUI

CUI

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A755/A755M (2018) Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products

ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A992/A992M (2020) Standard Specification for Structural Steel Shapes

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM B117 (2019) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2021) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221M (2021) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM B695 (2021) Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel

ASTM C518 (2017) Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

ASTM C665 (2017) Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing

SECTION 13 34 19 Page 3

CUI

CUI

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM C1363 (2019) Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus

ASTM D522/D522M (2017) Mandrel Bend Test of Attached Organic Coatings

ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss

ASTM D714 (2002; R 2017) Standard Test Method for Evaluating Degree of Blistering of Paints

ASTM D822 (2013; R 2018) Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings

ASTM D968 (2017) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive

ASTM D1056 (2020) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber

ASTM D1308 (2002; R 2013) Effect of Household Chemicals on Clear and Pigmented Organic Finishes

ASTM D1667 (2017) Standard Specification for Flexible Cellular Materials - Poly (Vinyl Chloride) Foam (Closed-Cell)

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D2247 (2015) Testing Water Resistance of Coatings in 100% Relative Humidity

ASTM D2794 (1993; R 2019) Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D3363 (2005; E 2011; R 2011; E 2012) Film Hardness by Pencil Test

ASTM D4214 (2007; R…