Atch_3_-_Tooele_Air_Ctr_-_Performance_Specifications.pdf

Tooele Air Center West Desert District Tooele, UT

SECTION A10

FOUNDATIONS PAGE 1

SECTION A10

FOUNDATIONS

PART 1 GENERAL

1 .1 SYSTEM DESCRIPTION

A. This system consists of all work below the lowest floor construction and the adjoining horizontal and vertical elements required to form a complete foundation, together with the necessary soil excavation and backfill.

1 .2 GENERAL REQUIREMENTS

A. Code Risk Category:

1. As specified in Section B10.

B. Determination of the foundation system requirements shall be the responsibility of the Design Build Contractor (DBC).

C. The foundation systems for all structures included in this contract shall be designed to conform to the codes and standards listed below:

1. 2021 International Building Code (IBC).

2. 2021 International Energy Conservation Code (IECC).

3. American Society of Civil Engineers (ASCE) 7-16, “Minimum Design Loads for Buildings and Other Structures”.

4. American Concrete Institute (ACI) 318-14, “Building Code Requirements for Structural Concrete”.

5. ACI 301-16, “Specifications for Structural Concrete”.

6. ACI 360R-10, “Guide to Design of Slabs-on-Ground”.

7. ACI 117-10, “Specification for Tolerances for Concrete Construction and Materials and Commentary” -Reapproved 2015

D. Geotechnical Investigation:

1. Project-Site Information: A geotechnical report has been prepared during the conceptual design phase and is available for information only. The opinions expressed in this report are those of geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from the data.

Tooele, UT

SECTION A10

FOUNDATIONS PAGE 2

a. Make additional test borings and conduct other exploratory operations necessary for excavation support and protection.

b. The geotechnical report is included elsewhere in the Project Manual:

1) Geotechnical Report 70048.011-TR-01 Tooele air Base Conceptual Design (DO #11) prepared by North Wind Infrastructure & Technology, LLC

2. All excavation and placement of fill material shall be as recommended by the BLM-provided geotechnical report unless field conditions are substantially different than anticipated or if DBC does another Geotech .

E. Structure Excavation and Backfill:

1. Soil density specification and testing are the responsibility of the DBC. The DBC shall assure that subgrade soil densities are adequate to support the structure with minimal settlement.

2. Dewatering is the responsibility of the DBC. No concrete shall be placed in excavations that contain standing water.

1 .3 COMPLIANCE VERIFICATION:

A. Specifications, design calculations and drawings shall be submitted during the design process as specified below and as specified in the Design Build Project Scope Paragraph “DB Design Development and Construction Documents”. Compliance with the various codes and design criteria will be determined by a review of the design calculations, specifications, design drawings, construction submittals submitted during construction, and by field inspection. Compliance review is to verify that the DBC is providing systems, products, and/or materials that will satisfy the stated criteria. This review shall not relieve the DBC from responsibility for any errors or omissions nor from responsibility for complying with the requirements of this contract.

1 .4 SUBMITTALS DURING DESIGN

1. This is covered in the design section of the document.

1 .5 SUBMITTALS DURING CONSTRUCTION

A. Submit the following for review and approval in accordance with the Design Build Project Scope Paragraph “Submittals During Construction”.

B. Shop Drawings:

1. Foundation plan, including anchor bolt locations and reinforcing fabrication marks.

2. Reinforcing steel shop drawings.

C. Manufacturer’s Catalog Data:

1. Perimeter drainage system and soil gas venting system components.

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SECTION A10

FOUNDATIONS PAGE 3

2. Concrete sealer/hardener (if used).

3. Insulation and insulation appurtenances.

4. Vapor barrier.

D. Design Data:

1. Concrete mix design including all additives.

E. Test Reports:

1. Soil compaction results.

2. Aggregate gradation.

3. Concrete cylinder test results.

PART 2 SYSTEM COMPONENTS

2 .1 A1010 – STANDARD FOUNDATION

A. Continuous, reinforced concrete spread footing on undisturbed or properly compacted soil.

Footing assemblies shall include excavation, hand-shaped bottom, compacted backfill, formwork and keyways, reinforcing steel, concrete, and screed finish.

B. Provide perimeter drainage system for high ground water sites and as recommended by the geotechnical report. The perimeter drainage system shall be designed to remove water away from the foundation of the structure, with the drainage system terminated in the site storm sewer system or terminated above grade with a screened end and rip-rap for erosion control.

2.2 A40 – SLAB-ON-GRADE CONSTRUCTION

C. General: Slab-on-grade design and construction shall be in accordance with ACI 360R-10 and ACI 318-14 Paragraph 24.4.3.2. All interior slabs-on-grade shall be provided with methods for expansion control, perimeter and joint sealers, and slope towards floor drains and floor sinks.

Provide aggregate base minimum 4 inch under interior slabs-on-grade, with 20 mil reinforced polyethylene vapor barrier located directly under slab

D. Exterior slab/building interface (stoops & aprons): Use 3/4 inch expansion joint material with backer rod and sealant and load transfer dowels with dowel caps. Minimum #5 at 24 inch O.C. or minimum of three per stoop. Terminate perimeter insulation at this location at concrete interface as required.

E. Floor Treatment: All slabs-on-grade which will not be covered with any type of flooring shall have a floor sealer/hardener applied. Floors that will be covered, especially with resilient flooring, shall not have a sealer/hardener applied.

F. Insulation: ASTM C578-18, Type IV, extruded polystyrene (XPS) rigid insulation. Provide continuous XPS perimeter insulation from top of slab to bottom of foundation/top of footing

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SECTION A10

FOUNDATIONS PAGE 4

(minimum 24 inches) on the face of the foundation, with a protective fiberglass reinforced plastic (FRP) covering where insulation is exposed above grade. Foundation insulation system shall be continuous with the wall insulation system. Minimum insulation R values shall be as follows:

1. Climate Zones 4 and 5: R-10.

G. Soil Gas Venting System: Provide a passive soil gas venting system to vent the space under the vapor barrier, with the vent terminating above the roof of the building. The passive soil gas venting system shall be designed with provision to add a fan in the future, if necessary.

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Tooele, UT

SECTION B10

SUPERSTRUCTURE PAGE 1

SECTION B10

SUPERSTRUCTURE

PART 1 GENERAL

1 .1 SYSTEM DESCRIPTION

A. This system includes all work related to floor and roof construction.

B. Air Center Building:

1. Floor: Shall be slab on grade.

2. Roof: Shall be structural steel deck over open web steel joists supported on open web steel joist girders or structural steel supported on structural steel perimeter frame.

1 .2 GENERAL REQUIREMENTS

A. Code Risk Category:

1. In accordance with ASCE 7-16 Table 1.5-1:

a. Fire Center Building shall be classified as Type IV.

B. Selection and determination of the steel building system shall be the responsibility of the Design Build Contractor (DBC).

C. The floor and roof systems for all structures included in this contract shall be designed to conform to the codes and standards listed below:

1. 2021 International Building Code (IBC).

2. 2021 International Energy Conservation Code (IECC).

3. American Society of Civil Engineers (ASCE) 7-16, “Minimum Design Loads for Buildings and Other Structures”.

4. 2018 National Design Specification (NDS) for Wood Construction.

5. 2015 American Wood Council (AWC) “Special Design Provisions for Wind and Seismic”

(SDPWS).

6. 2016 American Iron and Steel Institute (AISI) “Cold-Formed Framing Design Guide”.

7. 2012 American Iron and Steel Institute (AISI S100-12), “North American Specification for the Design of Cold-Formed Steel Structural Members”

8. 2015 American Iron and Steel Institute (AISI S220), “North American Standard for Cold- Formed Steel Framing—Nonstructural Members”

SUPERSTRUCTURE PAGE 2

9. 2016 Specification for Structural Steel Buildings (ANSI/AISC 360-16).

10. 2016 Code of Standard Practice for Steel Buildings and Bridges (ANSI/AISC 303-16).

11. 2016 Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341)

12. 2015 Standard Specification for K-Series, LH-Series, DLH-Series Open Web Steel Joists and for Joist Girders American National Standard SJI 100-2015

13. 2015 Code of Standard Practice for Steel Joists and Joists Girders Steel Joist Institute –

SJI COSP-2015.

14. 2020 Steel Deck Institute (SDI) Second Edition of the SDI Roof Deck Design Manual

(RDDM2)

15. 2015 Steel Deck Institute (SDI) Diaphragm Design Manual Fourth Edition – No. DDM04

16. 2017 Standard for Steel Roof Deck ANSI/SDI RD-2017.

D. Design Requirements:

1. Floor Live Load: IBC 2021 but shall meet the following minimum requirements:

a. Fire Center Building

1) Engine Bay: HL-93 Truck.

2) Engine Bay Mezzanine: 125 psf.

3) Administration: 100 psf.

2. Roof Live Load: IBC 2021.

1 .3 SYSTEMS REQUIREMENTS

A. Concrete System Requirements:

1. As specified in Section A10.

B. Metal System Requirements:

1. All steel shall be primed unless hot dip galvanized is used at severe exposure locations.

2. Structural Steel:

3. Structural Metal Deck

a. AISI Specifications: Comply with calculated structural characteristics of steel deck according to AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members."

SUPERSTRUCTURE PAGE 3

b. Fire-Resistance Ratings: Comply with ASTM E119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency

c. Ensure that the number of support attachments at diaphragm chords, struts, ties, or other collector elements that are parallel to the deck flutes is adequate to develop the full capacity of the diaphragm.

d. Shall be factory hot-dipped galvanized ASTM A 525 minimum Class G-60.

e. Gage: Minimum 22 gage.

1 .4 COMPLIANCE VERIFICATION

A. Specifications, design calculations and drawings shall be submitted during the design process as specified below and as specified in the Design Build Project Scope Paragraph “DB Design Development and Construction Documents”. Compliance with the various codes and design criteria will be determined by a review of the design calculations, specifications, design drawings, construction submittals submitted during construction, and by field inspection. Compliance review is to verify that the DBC is providing systems, products, and/or materials that will satisfy the stated criteria. This review shall not relieve the DBC from responsibility for any errors or omissions nor from responsibility for complying with the requirements of this contract.

1 .5 SUBMITTALS DURING DESIGN

1. This is covered in the design section of the document.

1) Pre-Fab steel building designs must be submitted and approved by BLM.

b. Specifications: Outline specifications.

1 .6 SUBMITTALS DURING CONSTRUCTION

1. Metal Systems: Welding Qualifications: Qualify field-welding procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."

a. Structural Steel Framing

1) Informational Submittals

a) Qualification Data: For manufacturer/professional engineer.

2) Shop Drawings: Show fabrication of structural-steel components

a) Identify demand-critical welds.

b) Identify members not to be shop primed.

PART 2 SYSTEM COMPONENTS

2 .1 B1010 – FLOOR CONSTRUCTION

SUPERSTRUCTURE PAGE 4

A. Concrete Floor Construction:

1. As specified in Section A10.

2 .2 B1020 - ROOF CONSTRUCTION

1. All joints taped and all screw heads spotted with joint compound to a Level 4 finish suitable for light texture application.

2. Gable End Walls: Gable end walls shall be framed and insulated to the same thickness and R value as the exterior walls specified in Section B20.

3. Simple Saver Insulation system:

a. Climate Zone 5: R-49.

4. Metal Framing Connectors: Galvanized steel engineered wood connectors. Metal framing connectors shall be installed with appropriate fasteners in strict accordance with the manufacturer’s instructions.

B. Metal Roof Construction: See Section B1030 – STEEL SYSTEMS CONSTRUCTION.

2 .3 B1030 - STEEL SYSTEMS CONSTRUCTION

A. Erection: Set structural steel accurately in locations and to elevations indicated and in accordance with ANSI/AISC 303 and ANSI/AISC 360

Tooele, UT

SECTION B20

EXTERIOR ENCLOSURE PAGE 1

SECTION B20

EXTERIOR ENCLOSURE

PART 1 GENERAL

1 .1 SYSTEM DESCRIPTION

A. This system consists of the exterior facing of the building.

B. Air Center Building:

1. Walls shall be steel construction framing except as specified below.

2. Administration

a. Walls shall be masonry up to the height of the ceiling.

b. Minimum interior finished ceiling height shall be 9 feet.

3. Vehicle Bays

a. Walls shall be steel stud construction.

b. Exterior walls shall have minimum 5/8” plywood to a height of 8’-0” on interior face with painted finish.

1 .2 GENERAL REQUIREMENTS

A. Code Risk Category:

1. As specified in Section B10.

B. Determination of the exterior wall framing system requirements shall be the responsibility of the Design Build Contractor (DBC).

1 .3 SYSTEM REQUIREMENTS

A. Metal System Requirements:

1. As specified in Section B10

2. Cold Formed Metal Framing

a. Design framing systems to provide for movement of framing members located outside the insulated building envelope without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum temperature change.

Tooele, UT

SECTION B20

EXTERIOR ENCLOSURE PAGE 2

b. Design framing system to maintain clearances at openings, to allow for construction tolerances, and to accommodate live load deflection of primary building structure.

c. Design exterior non-load-bearing wall framing to accommodate horizontal deflection without regard for contribution of sheathing materials.

d. Cold-Formed Steel Framing Standards: Unless more stringent requirements are indicated, framing shall comply with AISI S100, AISI S200, and the following:

1) Wall Studs: AISI S211:

a) Max Spacing: 24 inches.

b) Depth: Minimum 5 ½”.

c) Gage: Minimum 20 gage

d) Minimum 18 Gage for weldable construction.

2) Headers: AISI S212.

3) Lateral Design: AISI S213.

1 .4 COMPLIANCE VERIFICATION

A. Specifications, design calculations and drawings shall be submitted during the design process as specified below and as specified in the Design Build Project Scope Paragraph “DB Design Development and Construction Documents”. Compliance with the various codes and design criteria will be determined by a review of the design calculations, specifications, design drawings, construction submittals submitted during construction, and by field inspection. Compliance review is to verify that the DBC is providing systems, products, and/or materials that will satisfy the stated criteria. This review shall not relieve the DBC from responsibility for any errors or omissions nor from responsibility for complying with the requirements of this contract.

1 .5 SUBMITTALS DURING DESIGN

1. This is covered in the design section of the document.

1 .6 SUBMITTALS DURING CONSTRUCTION

A. Submit the following for review and approval in accordance with the Design Build Project Scope Paragraph “Submittals During Construction”.

1. Metal Systems

a. Structural Steel: As specified in Section B10.

b. Cold Formed Metal Framing

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SECTION B20

EXTERIOR ENCLOSURE PAGE 3

1) Include layout, spacings, sizes, thicknesses, and types of cold-formed steel framing; fabrication; and fastening and anchorage details, including mechanical fasteners.

2) Indicate reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work.

B. Manufacturer’s Catalog Data:

1. Air/water barrier (housewrap).

2. Continuous insulation (sheathing insulation).

3. Wall cavity insulation.

4. Siding and trim.

5. Exterior windows.

6. Exterior paint.

7. Exterior siding.

8. Lock box.

C. Operation and Maintenance Data:

1. Exterior doors

2. Exterior windows.

D. Samples:

1. Paint color samples

2. Wall color samples.

3. Window color samples.

E. Certificates:

1. Framing lumber and sheathing, including species, grade, and treatment

2. Metal siding:

a. Product test reports.

b. Qualifications for shop-applied coatings applicator.

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SECTION B20

EXTERIOR ENCLOSURE PAGE 4

c. Maintenance data.

d. Warranty: Sample of special warranty.

PART 2 SYSTEM COMPONENTS

2 .1 B2010 - EXTERIOR WALLS

A. General:

1. Air Center Building shall use steel and/or masonry exterior walls.

B. Steel Exterior Walls:

1. General:

a. Wall framing shall be the pre-fab steel building system with vertical steel studs at minimum 3-1/2” deep (spacing not to exceed 24 inches on center). Walls shall be insulated, covered with siding, as specified below.

b. Air Center: Provide 5/8 inch gypsum board on interior wall face, screwed to studs, with all joints taped and all screw heads spotted with joint compound to a Level 4 finish suitable for light texture application

c. Engine Bays: Exterior walls shall have minimum 5/8” plywood screwed to substrate to a height of 8’-0” over gypsum board on interior face with painted finish. Wall area above 8’-0” shall have 5/8 inch gypsum board on interior wall face, screwed to studs, with all joints taped and all screw heads spotted with joint compound to a Level 4 finish suitable for light texture application

2. Wall Insulation R Values: Minimum R values for exterior wall stud cavity and continuous insulation shall be as follows:

a. Masonry walls: 2” minimum spray on insulation foam against the masonry and batting insulation between wall studs for a total R value of 26.

b. Metal walls: R-19 insulation between metal building shell with R-13 batting in between studs for a total R value of 32

c. There shall be no gaps in the insulation envelope between the foundation, walls, and ceiling.

3. Metal Siding:

a. ASTM A792, A653 and A924 Grade D (50,000 psi min).

b. Panels shall be G90 hot-dip galvanized, with minimum 70%. polyvinylidene difluoride (PVDF) factory finish coating comply with AAMA 2605.

c. AISI Minimum Gage:24.

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SECTION B20

EXTERIOR ENCLOSURE PAGE 5

d. Orientation: Vertical or horizontal.

e. Attachment System: Concealed fasteners with allowance for expansion and contraction of panels.

f. Profile: Pattern to avid visible waves.

g. Color: Comply with LEED Solar Island. Color shall be as selected by the Government from manufacturer’s standard factory finishes.

C. Masonry Walls

1. General

a. Masonry walls should be designed in accordance with local building and seismic codes.

2 .2 B2020 - EXTERIOR WINDOWS

A. General: Commercial grade storefront aluminum windows, with low-E argon-filled insulating glass.

B. Structural Performance Requirements: Window assemblies shall have an LC-PG35 rating as a minimum for Type HS and Type FW windows per AAMA/WDMA/CSA 101/I.S.2/A440-11, and shall be provided with a higher performance grade rating as necessary to meet special wind requirements if wind loads at the project location are greater than 35 PSF.

C. Thermal Performance Requirements: Window assembly thermal performance shall be as follows:

1. Climate Zones 4 through 7: Maximum U value of 0.30 and maximum SHGC of 0.40

D. Sound Transmission: Windows shall have a minimum STC rating of 34.

E. Security: The exterior glazing shall be clear laminated glass.

F. Window Trim: Solid vinyl sills, with gypsum board returns at jambs and heads with solid surface sills.

G. Window Sizes: Window sizes and characteristics for various areas shall be as follows:

1. Dispatch Building

1) As shown in drawings.

H. Operation Room: Room to have unobstructed view of all areas aircraft may be in. Design should minimization impact of sunlight on operators in the evening when the sun will be in the West

SECTION B30

ROOFING PAGE 1

ROOFING

A. This system consists of waterproof roof coverings, including gutters, downspouts, snow guards, flashings, fascia, soffit, and all required trim.

1 .2 GENERAL REQUIREMENTS

A. The roofing systems for all structures included in this contract shall be designed to conform to the codes and standards listed below:

1. 2021 International Building Code (IBC).

2. 2021 International Residential Code (IRC).

3. 2017 National Roofing Contractors Association (NRCA) “Guidelines for Asphalt Shingle Roof Systems” and “Roofing Manual: Metal Panel and SPF Roof Systems”.

4. All painting materials, preparation, and workmanship shall conform to requirements of the 2012 Master Painters Institute (MPI) “Architectural Painting Specification Manual”

5. AAMA 621 Voluntary Specifications for High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) and Zinc-Aluminum.

1 .3 SYSTEM REQUIREMENTS

A. Metal Roofing

1. Warranty: Furnish a written 30 year minimum warranty from date of substantial completion on roofing materials and a 5 year guarantee against a defective roofing system, including any repairs necessary to maintain a watertight condition

a. Coating Warranty: Coating Applicator’s warranty in which Applicator agrees to repair finish or replace coated items that demonstrate deterioration of shop-applied finishes within warranty period indicated.

b. Exposed Coating: Deterioration includes but is not limited to:

1) Color fading in excess of 5 Delta E Hunter units per ASTM D 2244.

2) Peeling, checking, or cracking of coating adhesion to metal.

3) Chalking in excess of a No. 8 per ASTM D 4214, when tested per Method D 659.

ROOFING PAGE 2

4) Corrosion of substrate in excess of a No. 6 on cut edges and a No. 8 on field surfaces, when measured per ASTM D 1654.

1 .4 COMPLIANCE VERIFICATION

A. Specifications, design calculations and drawings shall be submitted during the design process as specified below and as specified in the Design Build Project Scope Paragraph “DB Design Development and Construction Documents”. Compliance with the various codes and design criteria will be determined by a review of the design calculations, specifications, design drawings, construction submittals submitted during construction, and by field inspection. Compliance review is to verify that the DBC is providing systems, products, and/or materials that will satisfy the stated criteria. This review shall not relieve the DBC from responsibility for any errors or omissions nor from responsibility for complying with the requirements of this contract.

1 .5 SUBMITTALS DURING DESIGN

A. This is covered in the design section of the document

1. Samples:

a. Roofing. for each color, gloss specified.

b. Paint color samples.

2 .1 B3010 – ROOF COVERINGS

A. General: Roof covering color shall be as selected by the Government.

2 .2 B3020 – ROOF ACCESSORIES

A. General: Provide materials and types of fasteners, protective coatings, separators, sealants, and other miscellaneous items required by manufacturer for a complete installation. Flashing, trim, gutter, and downspout colors shall be as selected by the Government.

B. Flashing and Trim: Furnish prefinished G90 hot-dip galvanized steel drip edge and rake eave flashing at all roof edges and G90 hot-dip galvanized steel flashing systems with an epoxy finish with elastomeric collars for pipe penetrations.

C. Snow Guards: Commercial grade consisting of a pipe rail retention system attached to the metal roof seam. Color and finish to match metal roof finish. Snow Guards to be located on all roof areas that shed snow or ice.

D. Gutters and Downspouts: Commercial Grade minimum 0.40” thickness aluminum minimum 5-inch (larger maybe required at dispatch building) prefinished G90 hot-dip galvanized steel gutters with an epoxy exterior finish with an included a 20-Year Kynar 500® Finish Warranty, with

ROOFING PAGE 3

hidden hangers and prefinished rectangular open-faced steel downspouts at all eaves spaced as determined by rain fall calculations.

E. : Provide for underground drainage away from building.

F. Eaves and Soffits:

1. Metal to match roofing.

SECTION C10

INTERIOR CONSTRUCTION PAGE 1

INTERIOR CONSTRUCTION

A. This system includes interior partitions, interior doors, and interior fittings and specialties.

1 .2 GENERAL REQUIREMENTS

A. Determination of the interior wall framing system requirements (load bearing and shear walls) shall be the responsibility of the Design Build Contractor (DBC).

B. The interior construction systems for all structures included in this contract shall be designed to conform to the codes and standards listed below:

1. 2021 International Building Code (IBC).

2. 2021 International Residential Code (IRC).

3. American Society of Civil Engineers (ASCE) 7-16, “Minimum Design Loads for Buildings and Other Structures”.

4. 2018 National Design Specification (NDS) for Wood Construction.

5. 2015 American Wood Council (AWC) “Special Design Provisions for Wind and Seismic”

(SDPWS).

6. 2016 American Iron and Steel Institute (AISI) “Cold-Formed Framing Design Guide”.

7. 2004 ADA and ABA Accessibility Guidelines

8. 2010 ADA Standards for Accessible Design-Signage.

9. Window and Door Manufacturers Association (WDMA) standards.

10. Window Covering Manufacturers Association (WCMA) standards.

11. Building Hardware Manufacturers Association (BHMA) standards.

12. 2018 North American Architectural Woodwork Standards (NAAWS) 3.1.

13. 2010 Gypsum Association (GA) 214, “Recommended Levels of Gypsum Board Finish”

14. 2012 American Iron and Steel Institute (AISI S100-12), “North American Specification for the Design of Cold-Formed Steel Structural Members”

INTERIOR CONSTRUCTION PAGE 2

15. 2015 American Iron and Steel Institute (AISI S220), “North American Standard for Cold- Formed Steel Framing—Nonstructural Members”

C. Design Requirements:

1. Roof Live Load: As specified in Section B10.

2. Snow Load: As specified in Section B10

3. Wind Load: As specified in Section B10.

4. Seismic: As specified in Section B10.

5. Identifying Devices: 2010 ADA Standards for Accessible Design - ADA signs are required for both public access and employee areas and should be designed with contrasting colors and with a non-glare finish.

D. Performance Requirements

1. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E119 by an independent testing agency.

2. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E90 and classified according to ASTM E413 by an independent testing agency

1 .3 SYSTEM REQUIREMENTS

A. Steel System Requirements:

1. As specified in Section B10.

1 .4 COMPLIANCE VERIFICATION

A. Specifications, design calculations and drawings shall be submitted during the design process as specified below and as specified in the Design Build Project Scope Paragraph “DB Design Development and Construction Documents”. Compliance with the various codes and design criteria will be determined by a review of the design calculations, specifications, design drawings, construction submittals submitted during construction, and by field inspection. Compliance review is to verify that the DBC is providing systems, products, and/or materials that will satisfy the stated criteria. This review shall not relieve the DBC from responsibility for any errors or omissions nor from responsibility for complying with the requirements of this contract.

1 .5 SUBMITTALS DURING DESIGN

A. This is covered in the design section of the document

B. Samples:

INTERIOR CONSTRUCTION PAGE 3

1. Interior door finish samples.

2. Paint color samples.

3. Roller shades with 5% transmissivity, manually operated color samples.

4. Laminate color samples.

5. Solid Surface Counter Top Samples

6. Locker color samples

7. Signage: Submit three samples illustrating full size sample sign, of type, style and color specified including method of attachment

1 .6 SUBMITTALS DURING CONSTRUCTION

A. Submit the following for review and approval in accordance with the Design Build Project Scope Paragraph “Submittals During Construction”.

B. Shop Drawings:

1. Countertops, cabinets, wardrobes, and lockers

2. Identifying devices/signage: Submit shop drawings listing message, sign styles, lettering and locations, color, finish, overall dimensions of each sign and details of construction, including reinforcement and accessories. Submit complete sign schedule indicating type of sign, location, message and symbol, anchoring system

C. Manufacturer’s Catalog Data:

1. Bathroom accessories.

2. Roller Shades.

3. Lockers.

4. Bulletin/Display boards.

D. Operation and Maintenance Data:

1. Roller Shades.

2 .1 C1010 - PARTITIONS

A. General:

INTERIOR CONSTRUCTION PAGE 4

1. Steel Stud Partitions: Wall framing shall be 2x4 steel studs or equivalent, maximum 24 inches on center, with 5/8 inch Type-X ASTM C1396 gypsum board on both faces, screwed to studs, with all joints taped and all screw heads spotted with joint compound to a Level 4 finish suitable for light texture application. Furnish 2x6 steel studs or equivalent, maximum 24 inches on center in plumbing walls. Provide suitable blocking for wall hung monitors, restroom partitions and accessories, and other wall hung fixtures. Furnish 5/8 inch Type-X water resistant gypsum board on the walls in laundry rooms, bathrooms, shower rooms, and in janitor room, screwed to studs, with all joints taped and all screw heads spotted with joint compound to a Level 4 finish suitable for light texture application.

B. Tile Backing Panels: Cementitious Backer Units: ANSI A118.9 and ASTM C1288 or ASTM C1325, with manufacturer's standard edges. Thickness ½ inch.

C. Sound Insulation: Furnish sound attenuation insulation batts (full stud cavity depth thickness) and shall have a minimum STC rating of 50. Utilize sound attenuation techniques to achieve this rating in the following locations:

1. Bathroom walls and ceilings.

2. Pilot Lounge walls and ceilings.

3. Conference, Superintendent, Workspace and Training room walls and ceilings.

2 .2 C1030 – INTERIOR DOORS (See C40 Doors and Hardware)

2 .3 C1030 – FITTINGS AND SPECIALTIES

A. Bathroom / Janitor Room Accessories:

1. General: Furnish bathroom / janitor room accessories from one manufacturer as far as possible. Accessories shall be ASTM A240-18 Type 302/304 stainless steel, with satin finishes on exposed surfaces.

2. Furnish the following accessories in the bathrooms and shower rooms:

a. Toilet paper holder; two role side by side per toilet (Georgia Pacific, Compact, stainless steel).

b. Robe hooks; two per shower.

c. Motion Activated Paper towel dispenser (Georgia Pacific EnMotion, Two roll, wall recessed, Stainless Steel).

d. 5’-0” x 3’-0” mirror; one per lavatory.

e. Soap dispensers; one per lavatory, touchless (Georgia Pacific, enMotion, Stainless Steel)

f. Feminine napkin dispenser; one per toilet.

INTERIOR CONSTRUCTION PAGE 5

g. Toilet seat cover dispenser, one per toilet.

h. Folding phenolic dressing area seat 1 ea.

3. Grab bars per ADA/ABA; one set per accessible toilet and shower

B. Blinds:

1. General: Roller blinds. Inside mount. Light filtering (5% transmissivity). Fabric valance to cover the roller cassette. Spring roller (Cordless) lift. Provide a lifting wand for every room with a roller blind.

a. The pilot lounge roller blinds shall block out all exterior light.

C. Identifying devices/signage:

1. Install signage in accordance with ADA and manufacturer's instructions.

D. Fixed Furnishings:

1. Unless otherwise stated all furnishings shall be similar to attached RFP examples.

2. Countertops: In kitchen areas countertops shall be solid surface countertops.

3. Turnout Gear Lockers: Lockers shall be 24W-32”D-74-1/2”H Gear Grid lockers or equivalent.

4. Gymnasium Equipment: Each piece of equipment that requires power shall have a dedicated 20 amp power circuit (3 pieces minimum) and have sufficient area around it for the user to extend the equipment to its full extent without encountering obstructions.

Tooele, Ut

SECTION C20

INTERIOR FINISHES PAGE 1

INTERIOR FINISHES

A. This system includes wall finishes, floor finishes, and ceiling finishes.

1 .2 GENERAL REQUIREMENTS

A. Building Configuration Requirements:

1. Air Center Building: See Room Finish Schedule.

B. All painting materials, preparation, and workmanship shall conform to requirements of the 2012 Master Painters Institute (MPI) “Architectural Painting Specification Manual”.

C. Painting and adhesive application operations shall be performed with adequate ventilation of each interior space where such work is performed.

D. Finishes included in this contract shall be designed to conform to the codes and standards listed below

1. American National Standards Institute (ANSI).

2. Tile Council of America Inc., TCA Handbook, Latest Edition

3. 2010 Gypsum Association (GA) 214, “Recommended Levels of Gypsum Board Finish”.

4. All painting materials, preparation, and workmanship shall conform to requirements of the 2012 Master Painters Institute (MPI) “Architectural Painting Specification Manual”

1 .3 SYSTEM REQUIREMENTS

A. Volatile organic compound (VOC) content for interior paint shall not exceed 50 grams per liter, less water.

B. VOC content for carpet, tile, and cove base adhesives shall not exceed 50 grams per liter, less water.

C. Surfaces subject to soiling shall be easily cleanable with standard cleaning products.

D. Warranties:

1. Carpet Tile: 10 years from date of Substantial Completion

E. Source Limitations:

INTERIOR FINISHES PAGE 2

1. Suspended Acoustical Tile Ceilings: Obtain each type of acoustical ceiling tile and its suspension system from single source from single manufacturer.

2. Directly Attached Acoustical Tile Ceilings: Obtain each type of acoustical ceiling tile from single source from single manufacturer.

F. Maintenance:

1. Extra Materials: Upon completion of work deliver to the Government for use in repairs and maintenance:

a. VCT: Floor Tile: Furnish one box for every 50 boxes or fraction thereof, of each type, color, and pattern of floor tile installed.

b. Carpet Tile: Full-size units equal to 5 percent of amount installed for each type indicated, but not less than 10 sq. yd

c. Sheet Vinyl: Furnish not less than 10 linear feet for every 500 linear feet or fraction thereof, in roll form and in full roll width for each type, color, and pattern of flooring installed.

d. Ceramic Tile:

1) Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed for each type, composition, color, pattern, and size indicated.

2) Grout: Furnish quantity of grout equal to 3 percent of amount installed for each type, composition, and color indicated.

e. Ceiling Tile: Full-size tiles equal to 2 percent of quantity installed for each type

f. Suspension-System Components: Quantity of each concealed grid and exposed component equal to 2 percent of quantity installed

g. Athletic Flooring: Furnish no fewer than 1 box for each 50 boxes or fraction thereof, of each type, color, pattern, and size of floor tile installed.

1 .4 COMPLIANCE VERIFICATION

A. Specifications, design calculations and drawings shall be submitted during the design process as specified below and as specified in the Design Build Project Scope Paragraph “DB Design Development and Construction Documents”. Compliance with the various codes and design criteria will be determined by a review of the design calculations, specifications, design drawings, construction submittals submitted during construction, and by field inspection. Compliance review is to verify that the DBC is providing systems, products, and/or materials that will satisfy the stated criteria. This review shall not relieve the DBC from responsibility for any errors or omissions nor from responsibility for complying with the requirements of this contract.

1 .5 SUBMITTALS DURING DESIGN

INTERIOR FINISHES PAGE 3

A. This is covered in the design section of the document

B. Samples shall be submitted during preparation of the specifications and final product should be listed in the specification.

1 .6 SUBMITTALS DURING CONSTRUCTION

A. Manufacturer’s Catalog Data:

1. Interior paint.

2. Wall base.

3. Flooring (tile, carpet, sheet vinyl, and densified polished concrete).

4. Acoustical ceiling tile system.

B. Samples:

1. Paint color samples.

2. Wall base samples.

3. Carpet, VCT, sheet vinyl, and densified polished concrete samples.

4. Ceramic Tile: Full-size units of each type and composition of tile and for each color and finish required

5. Athletic Flooring: Submit samples of each type-center, border and corner.

6. Acoustical ceiling grid and tile sample.

PART 2 SYSTEM COMPONENTS

2 .1 C2010 - WALL FINISHES

A. Gypsum Board:

1. All interior walls (other than bathrooms, shower rooms and janitor room) shall have level 4 smooth finish shall be painted with one coat of primer and two coats of interior grade latex (100% acrylic) satin finish paint. Color shall be as selected by the Government.

2. Bathrooms, Shower Rooms and Janitor Room: Walls shall have level 4 smooth finish and shall be painted with one coat of primer and two coats of epoxy satin finish paint. Color shall be as selected by the Government.

3. Control Joints: Install control joints according to ASTM C840.

B. Ceramic Tile:

INTERIOR FINISHES PAGE 4

1. Restroom and Shower walls to be floor to ceiling tile. See floor tile section D for details.

2 .2 C2030 - FLOOR FINISHES

A. Vinyl Composition Tile (VCT) (communications room):

1. General: 12 inch x 12 inch x 1/8 inch minimum thickness Design elements shall extend throughout the thickness of the wear layer. Composition flooring materials of the same type, pattern, and color shall be from the same production run or lot and shall be so marked. Variations in shades and off-pattern matches between containers will not be acceptable. Material shall meet the following requirements:

a. Material shall exceed minimum wear layer thickness and binder content required as per ASTM F 1066, Class 2.

b. Smoke Density: Less than 450 maximum per ASTM E 662 Smoke Density Test.

c. Static Load Limit: 125 lbs/sq inch (long term) and 800 lbs/sq inch (short term) per

ASTM F 970.

B. Carpet Tile (hallways, offices, training rooms):

1. General: 24 inch x 24 inch x 1/4 inch minimum thickness carpet tiles, high-performance nylon loop pile bonded to resilient backing. Color and pattern shall be as selected by the Government.

2. Applied Soil-Resistance Treatment: Manufacturer's standard material.

3. Antimicrobial Treatment: Manufacturer's standard material.

4. Performance Characteristics: As follows:

a. Appearance Retention Rating: Heavy traffic, 3.0 minimum according to

ASTM D 7330.

b. Dry Breaking Strength: Not less than 100 lbf according to ASTM D 2646.

c. Dimensional Tolerance: Within 1/32 inch of specified size dimensions, as determined by physical measurement.

d. Dimensional Stability: 0.2 percent or less according to ISO 2551 (Aachen Test).

e. Resistance to Insects: Comply with AATCC 24.

f. Colorfastness to Crocking: Not less than 4, wet and dry, according to AATCC 165.

g. Colorfastness to Light: Not less than 4 after 40 AFU (AATCC fading units) according to AATCC 16, Option E.

INTERIOR FINISHES PAGE 5

h. Antimicrobial Activity: Not less than 2-mm halo of inhibition for gram-positive bacteria, not less than 1-mm halo of inhibition for gram-negative bacteria, and no fungal growth, according to AATCC 174.

i. Electrostatic Propensity: Less than 3.5 kV according to AATCC 134.

j. Emissions: Provide carpet tile that complies with testing and product requirements of CRI's "Green Label Plus" program.

C. Vinyl Plank Flooring (kitchen/breakroom):

1. General: Waterproof, glue down. 6.5 inches Wide x 48 inches long. Provide minimum thickness of .080-inch. Color and pattern shall be as selected by the Government.

D. Ceramic Tile (restrooms, showers and locker room):

1. Tile: ANSI A137.1. complying with Standard grade requirements, color and pattern shall be as selected by the Government.

a. Floor Tile: Unglazed Ceramic minimum 3/8 inch thickness.

b. Wall Tile: Glazed Ceramic minimum 1/4 inch thickness.

2. Flexible Mortar System: Premium grade non-sag, non-slump mortar complying with

ANSI A118.1

3. Polymer Modified Portland Cement Grout: ANSI A118. Grout color shall be as selected by the Government.

4. Setting Methods:

a. General: Provide reinforcing, cleavage membrane and other accessories required in specific TCA Methods specified below

b. Floor: General Tile Types, thin-set installation, heavy performance level, dry interior locations over slab on grade.

1) TCA Method F113. Provide acrylic polymer emulsion admixtures to mortar and grout. Install in compliance with ANSI A108.5 and A108.10.

2) Mortar: Latex Portland Cement.

3) Grout: Latex Portland Cement, damp cure.

c. Wall: (glazed wall tile and ceramic mosaics), dry interiors over gypsum board.

1) TCA Method W243. Install in compliance with ANSI A108.5 and A108.10.

2) Mortar: Latex Portland Cement.

INTERIOR FINISHES PAGE 6

3) Grout: Latex Portland Cement.

d. Expansion Joints: TCA Method EJ171, Movement Joints as required in spaces having a dimension greater than 12'-0 in either dimension and over building movement joints.

E. Athletic Flooring (fitness room):

1. Description: Athletic flooring consisting of modular rubber tiles with precision cut, interlocking edges, for free-lay installation

2. Lock Tuff Rubber Gym Tiles by American Floor Mats 800-762-9010 (www.amiricanfloor mats.com) or approved equal.

3. Manufacturer’s Standard Size: 1/2” thick by nominal 2FTX2FT.

4. Color: Black.

5. Shapes: Center, Border and Corner as required by layout; beveled-edge tiles, of same material as floor tile; with bevels that transition from thickness of floor tile to surface below it; with straight outside edges; for use where flooring corners and edges do not abut vertical surfaces.

6. Lay out tiles from walls, discounting minor offsets, so tiles at opposite edges of room are of equal width.

F. Exposed Concrete Floor (storage room, vehicle bays, shop):

1. Seal Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened concrete by power sprayer or roller according to manufacture’s written instructions.

2. Joint Filling: Prepare, clean, and install joint filler according to manufacture’s written instructions.

G. Resilient Cove Base:

1. General: ASTM F1861-16, Type TV, Group 1, Style B, solid vinyl wall base, with cove.

2. Furnish 4 inch vinyl wall base in all rooms except bathrooms, shower rooms and janitor room; furnish 6 inch wall base in bathrooms, shower rooms and janitor room. Color shall be as selected by Government.

H. Transition Strips: Furnish transition strips where carpet meets vinyl flooring.

2 .3 C2050 - CEILING FINISHES

A. Gypsum Board Ceilings (restrooms, showers, and locker room):

INTERIOR FINISHES PAGE 7

1. General: All ceilings shall have orange-peel texture applied, and shall be painted with one coat of primer and two coats of interior grade latex (100% acrylic) satin finish paint. Color shall be as selected by the Government.

B. Simple Saver Insulation System. (Equipment Bay)

1. See B10

C. Acoustical Tile Ceilings (all ceilings unless otherwise noted):

D. General: All ceilings shall have acoustical tile ceilings conforming to ASTM E1264 with standard direct-hung metal suspension system conforming to ASTM C635. Acoustical Tile Ceiling systems shall comply with project seismic requirements.

1. Special room heights:

a. Fitness Room: 10’ ceiling height.

b. Engine Bay: A 6’ tall person should be able to stand on the tallest engine without hitting their head.

2. Acoustical Tile Standard:

a. Basis-of-Design Product: Subject to compliance with requirements, provide Radar ClimaPlus High NRC by USG Interiors, Inc., or comparable product by one of the following:

1) Armstrong World Industries, Inc.

2) CertainTeed Corp.

b. Classification: Type III, Form 2, Pattern CDE.

c. Color: White.

d. LR: 0.84.

e. NRC: 0.70, Type E-400 mounting according to ASTM E 795.

f. CAC: 40.

g. Edge/Joint Detail: Shadowline Tapered (SLT).

h. Thickness: 3/4 inch.

i. Modular Size: 24 x 24 inches.

3. Metal Suspension-System Standard:

INTERIOR FINISHES PAGE 8

a. Basis-of-Design Product: Subject to compliance with requirements, provide DONN DX, HRC by USG Interiors, Inc., or comparable product by one of the following:

1) Armstrong World Industries, Inc.

b. Structural Classification: Intermediate-duty system.

c. Access: Upward.

d. Roll-Formed, Sheet-Metal Edge Moldings and Trim: Manufacturer's standard moldings for edges and penetrations complying with seismic design requirements;

formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension-system runners.

SECTION C40

DOORS AND HARDWARE PAGE 1

DOORS AND HARDWARE

1 PART 1 GENERAL

1 .1 SUMMARY

A. This section consists of Exterior and Interior Doors and Hardware:

1. Hollow Metal Doors and Frames

2. Flush Wood Doors.

3. Electrically operated overhead sectional doors.

4. Commercial door hardware and electrified door hardware as shown or specified for both exterior and interior doors.

1 .2 REFERENCES

A. Use date of standard or code in effect.

B. State and Local Codes including Authority Having Jurisdiction.

C. ANSI/BHMA A156 – Builders Hardware Manufacturers Association Builders Hardware Standards.

D. NFPA – National Fire Protection Association:

1. NFPA 80 – Fire Doors and Windows.

2. NFPA 105 – Smoke and Draft Control Door Assemblies.

3. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies.

4. NFPA 101 – Life Safety Code.

E. UL – Underwriters Laboratories:

1. UL10C – Fire Tests of Door Assemblies (Positive Pressure).

2. UL 1784 - Air Leakage Tests of Door Assemblies.

F. ANSI A117.1 – Accessible and Usable Buildings and Facilities.

G. ADA – Americans with Disabilities Act.

H. DHI – Door and Hardware Institute.

DOORS AND HARDWARE PAGE 2

I. SDI – Steel Door Institute.

J. WDMA – Window and Door Manufacturers Association.

1 .3 GENERAL REQUIREMENTS

A. Requirements of Regulatory Agencies:

1. Furnish finish hardware to comply with the requirements of laws, codes, ordinances, and regulations of the governmental authorities having jurisdiction where such requirements exceed the requirements of the Specifications. Furnish finish hardware to comply with the requirements of the American National Standards for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People (ICC/ANSI A117.1) and to comply with Americans with Disabilities Act (ADA).

B. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated.

C. Provide electrified door hardware from same manufacturer as mechanical door hardware, unless otherwise indicated. Manufacturers that perform electrical modifications and that are listed by a testing and inspecting agency acceptable to authorities having jurisdiction are acceptable.

D. Coordination

1. Coordinate work of this Section with other directly affected Sections involving manufacture of any internal reinforcement for door hardware. Furnish hardware templates to door fabricators for factory preparation to receive hardware.

2. Furnish hardware items of proper design for use on doors and frames of thicknesses, profile, swing, security, and other indicated requirements as necessary for proper function.

3. Coordinate solid blocking between studs of frame construction to support wall mounted items such as stops.

4. Electrical System Roughing-in: Coordinate layout and installation of electrified door hardware with connections to power supplies, fire alarm system and detection devices and access control system.

5. Hardware and keying conference with Owner prior to final approval of doors and hardware.

6. Use hardware consultant to check Shop Drawings for doors and entrances to confirm that adequate provisions will be made for proper hardware installation.

1 .4 WARRANTY

A. Doors

1. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall

DOORS AND HARDWARE PAGE 3

be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents.

2. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following:

a. Structural failures including excessive deflection, cracking, or breakage.

b. Faulty operation of operators and door hardware.

c. Deterioration of metals, metal finishes, and other materials beyond normal weathering.

3. Warranty Period: 2 years from date of Substantial Completion, unless otherwise indicated.

a. Warranty Period for Manual Closers: 10 years from date of Completion.

b. Warranty Period for Exit Devices: 3 years from date of Completion.

c. Warranty period for Locksets: 5 years, blanket coverage, from date of

B. Sectional Doors:

1. Special Warranty: Manufacturer agrees to repair or replace components of sectional doors that fail in materials or workmanship within specified warranty period.

2. Warranty Period: Ten years from date of Substantial Completion.

3. Special Finish Warranty: Manufacturer agrees to repair or replace components that show evidence of deterioration of factory-applied finishes within specified warranty period.

4. Warranty Period: Ten years from date of Substantial Completion.

5. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware.

1 .5 THERMAL PERFORMANCE

A. Exterior Doors shall comply with Energy Star requirements based on glazing level for the zone the project is located as listed below:

1. Opaque doors (no glass) must have a U-factor of 0.17 or less (no SHGC requirement).

2. 1/4- or 1/2-Lite doors (about 50% glass or less) must have a U-factor of 0.25 or less and an SHGC of 0.25 or less.

3. 3/4- or…