FAKZ189366 TYPE B-3 SPECS VOL II SIGNED UPDATED.pdf

APRIL 10, 2025

NA

19084/FAKZ189366

B-3

DEPLOYABLE PARTS STORAGE 19084/FAKZ182356 TYPE B-3 (100%)

DANNELLY FIELD, MONTGOMERY, AL SEPTEMBER 06, 2021

TABLE OF CONTENTS -1

TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0102 PROJECT INFORMATION AND SUMMARY 6

DIVISION 01 - GENERAL REQUIREMENTS

01 0450 CUTTING AND PATCHING 5

01 0500 FIELD ENGINEERING 3

01 2000 PRICE AND PAYMENT PROCEDURES 4

01 2300 BID OPTIONS 2

01 3000 ADMINISTRATIVE REQUIREMENTS 9

01 3001 SUBMITTALS 25

01 3001.01 AF FORM 66 16

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING 3

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 6

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 2

01 5213 FIELD OFFICES AND SHEDS 3

01 5460 SAFETY AND HEALTH 4

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 8

01 6000 PRODUCT REQUIREMENTS 8

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 11

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 9

01 7800 CLOSEOUT SUBMITTALS 6

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 14

DIVISION 02 - EXISTING CONDITIONS

02 4100 DEMOLITION 6

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 27

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY 13

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 2100 STEEL JOIST FRAMING 4

05 3100 STEEL DECKING 5

APRIL 10, 2025

19084/FAKZ189366DEPLOYABLE PARTS STORAGE

DANNELLY FIELD, MONTGOMERY, AL

TYPE B-3 (100%)

BASE SUPPLY COMPLEX(FAKZ999088/18042) / DSP STORAGE (FAKZ182356/19084) B-2 (95%)

DANNELLY FIELD, MONTGOMERY, AL JANUARY 20, 2021

TABLE OF CONTENTS -2

05 4000 COLD-FORMED METAL FRAMING 4

05 5000 METAL FABRICATIONS 8

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 7

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 2100 THERMAL INSULATION 4

07 2500 WEATHER BARRIERS 15

07 4114 INSULATED METAL ROOF PANELS 9

07 4214 INSULATED METAL WALL PANELS 7

07 4293 METAL SOFFIT PANELS 8

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 7

07 7100 ROOF SPECIALTIES 10

07 8401 FIRESTOPPING 10

07 9005 JOINT SEALERS 12

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 12

08 3100 ACCESS DOORS AND PANELS 3

08 3323 OVERHEAD COILING DOORS 6

08 4313 ALUMINUM-FRAMED STOREFRONTS 6

08 7100 DOOR HARDWARE 18

08 8000 GLAZING 5

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 7

09 6500 RESILIENT BASE 4

09 9113 EXTERIOR PAINTING 7

09 9123 INTERIOR PAINTING 12

VOLUME 2

DIVISION 10 - SPECIALTIES

10 1400 SIGNAGE 4

10 4400 FIRE PROTECTION SPECIALTIES 2

10 8500 RECYCLING SPECIALTIES 2

DIVISION 13 - SPECIAL CONSTRUCTION

13 3419 METAL BUILDING SYSTEMS 18

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET-PIPE FIRE-SUPPRESSION SPRINKLERS 8

19084/FAKZ189366DEPLOYABLE PARTS STORAGE

TABLE OF CONTENTS -3

DIVISION 22 – PLUMBING

22 0514 COMMON WORK RESULTS FOR PLUMBING 12

22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT

22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 3

22 0716 PLUMBING PIPING INSULATION 9

22 1000 FACILITY NATURAL GAS PIPING 8

22 1116 DOMESTIC WATER PIPING 10

22 1119 DOMESTIC WATER PIPING SPECIALTIES 6

22 1316 SANITARY WASTE AND VENT PIPING 5

22 1319 SANITARY WASTE PIPING SPECIALTIES 7

DIVISION 23 – HEATING, VENTILATION & AIR CONDITIONING

23 0500 GENERAL HVAC REQUIREMENTS 5

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 2

23 0518 ESCUTCHEONS FOR HVAC PIPING 2

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 3

23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 3

23 0593 TESTING, ADJUSTING AND BALANCING 11

23 0719 HVAC PIPING INSULATION 11

23 0900 HVAC INSTRUMENTATION AND CONTROLS 20

23 0993 SEQUENCE OF OPERATION 2

23 3113 METAL DUCTS 10

23 3300 DUCT ACCESSORIES 6

23 3301 FIXED LOUVER 4

23 3400 HVLS FANS 9

23 3423 HVAC POWER VENTILATORS 4

23 5100 HVAC BREECHINGS 2

23 5533 GAS-FIRED UNIT HEATERS 4

DIVISION 26 - ELECTRICAL

26 0100 GENERAL ITEMS 9

26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 7

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 6

26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 14

26 0543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS

26 0544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS

AND CABLING

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 10

26 0923 LIGHTING CONTROL SYSTEM 35

26 2416 PANELBOARDS 7

26 2418 LOW-VOLTAGE TRANSFORMERS 4

26 2726 WIRING DEVICES 7

26 2813 FUSES 2

26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 7

26 3000 SHORT CIRCUIT COORDINATION STUDY AND ARC FLASH

HAZARD ANALYSIS

26 4113 LIGHTNING PROTECTION FOR STRUCTURES 4

APRIL 10, 2025

19084/FAKZ189366DEPLOYABLE PARTS STORAGE

TABLE OF CONTENTS -4

26 5119 LED INTERIOR LIGHTING 7

26 5619 LED EXTERIOR LIGHTING 9

DIVISION 27 – COMMUNICATIONS

27 0500 STRUCTURED CABLING 9

27 0510 GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS 2

27 0520 COMMUNICATION CABLE MANAGEMENT AND LADDER RACK 4

27 0528 PATHWAYS FOR COMMUNICATION SYSTEMS 5

27 0544 SLEVES AND SLEEVE SEALS COMMUNICATIONS PATHWAYS

AND CABLING

27 0610 IDENTIFICATION FOR COMMUNICATION SYSTEMS 1

27 1300 COMMUNICATION OPTICAL FIBER BACKBONE CABLING 6

27 1500 COMMUNICATION COPPER HORIZONTAL CABLING 3

27 2005 COMMUNICATIONS PATCH PANELS AND FIBER OPTIC

ENCLOSURES

27 2010 COMMUNICATION RACKS AND ENCLOSURES 2

27 2015 COMMUNICATION FACEPLATES AND CONNECTORS 4

27 2020 COMMUNICATION PATCH CORDS AND WORKSTATION CORDS 3

DIVISION 28 – COMMUNICATIONS

28 3111 FIRE DETECTION, EVACUATION, AND MASS NOTIFICATION

SYSTEMP

28 3311.A IDS-ACS-CCTV SUMMARY 3

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 4

31 0200 TEMPORARY EROSION AND SEDIMENTATION CONTROLS 11

31 1001 SITE CLEARING 4

31 2210 EARTHWORK 13

33 2210.A GEOTECHNICAL ENGINEERING REPORT 65

31 3116 TERMITE CONTROL 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 12

32 1720 PAVEMENT JOINT SEALANTS 5

32 1900 SIDEWALKS 3

32 9219 SEEDING 4

32 9223 SODDING 4

19084/FAKZ189366DEPLOYABLE PARTS STORAGE

DEPLOYABLE PARTS STORAGE 19084/FAKZ182356 Type B-3 (100%)

SIGNAGE 101400 - 1

SECTION 101400 - SIGNAGE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Interior - Room and door signs.

B. Interior - NFPA 704 Door signs

C. Interior - Emergency evacuation maps.

D. Exterior Building Identification Signage

E. Scope of work also includes the design, layout, and working with the Contracting Officer's Representative to provide all sign types, including building evacuation signage. The Government will provide signage contractor with CADD floor plan drawing for use in signage contractor's layout and design.

F. Materials included in this section shall meet the requirements for High Performance Sustainable Buildings for New Construction points for the following Sections:

1. 2-5.3.2 - Reduce Volatile Organic Compounds (VOC) Low-Emitting Materials

2. The contractor is expected to understand the HPSB requirements for these sections and include all applicable overhead in their base bid for the necessary documentation to achieve the above listed credits.

a. 2-5.3.2 - Reduce Volatile Organic Compounds (VOC) Low-Emitting Materials

3. MR Credit 4 Recycled Content (30%)

4. MR Credit 5 Regional Materials (30%)

5. EQ Credit 4.1 Low-Emitting Materials-Adhesives and Sealants

6. IEQ Credit 4.1 Low-Emitting Materials-Adhesives and Sealants

7. IEQ Credit 4.2 Low-Emitting Materials-Paints and Coatings

8. IEQ Credit 4.4 Low-Emitting Materials-Composite Wood and Agrifiber Products

9. The contractor is expected to understand the LEED documentation requirements for these credits and include all applicable overhead in their base bid for the necessary documentation to achieve the above listed credits.

1.02 REFERENCE STANDARDS

A. 36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

19084/FAKZ189366 TYPE B-3 (100%)

SIGNAGE 101400 - 2

current edition.

B. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design 2010.

C. ICC A117.1 - Accessible and Usable Buildings and Facilities 2017.

D. USC 3-120-01 Unified Facilities Criteria Sign Standards.

1.03 SUBMITTALS

A. See Section 01 3001 - Submittals for submittal procedures.

B. Product Data: Manufacturer's printed product literature for each type of sign, indicating sign styles, font, foreground and background colors, locations, overall dimensions of each sign.

C. Signage Schedule: Provide information sufficient to completely define each sign for fabrication, including room number, room name, other text to be applied, sign and letter sizes, fonts, and colors.

1. When room numbers to appear on signs differ from those on the drawings, include the drawing room number on schedule.

2. Submit for approval by the Goverment prior to fabrication.

D. Samples: Submit two samples of each type of sign, of size similar to that required for project, illustrating sign style, font, and method of attachment.

E. Selection Samples: Where colors are not specified, submit two sets of color selection charts or chips.

F. Manufacturer's Installation Instructions: Include installation templates and attachment devices.

G. Maintenance Materials: Furnish the following for Government's use in maintenance of project.

H. Sustainability Submittals, Product data for HPSB Compliance:

1. For products containing VOCs, documentation (material safety data sheets (MSDS), third-party certificates, or test reports) showing printed statement of VOC content.

2. VOC Content Limitations: For the specified products, submit documentation of conformance with Specification Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.

SIGNAGE 101400 - 3

1.04 QUALITY ASSURANCE

1.05 DELIVERY, STORAGE, AND HANDLING

A. Package signs as required to prevent damage before installation.

B. Package room and door signs in sequential order of installation, labeled by floor or building.

C. Store tape adhesive at normal room temperature.

D. Do not install tape adhesive when ambient temperature is lower than recommended by manufacturer.

E. Maintain this minimum temperature during and after installation of signs.

PART 2 PRODUCTS

2.01 SIGNAGE APPLICATIONS

A. Accessibility Compliance: Signs are required to comply with ADA Standards and ICC A117.1 and applicable building codes, unless otherwise indicated; in the event of conflicting requirements, comply with the most comprehensive and specific requirements.

B. Room and Door Signs: Provide a sign for every interior doorway, whether it has a door or not, not including corridors, lobbies, and similar open areas.

1. Sign Type: Flat signs with applied character panel media as specified.

2. Provide "tactile" signage, with letters raised minimum 1/32 inch (0.8 mm) and Grade II braille.

3. Sign Height and Width: Match Base standard.

4. Office Doors: Identify with room numbers to be determined later, not the numbers shown on the drawings; in addition, provide "window" section for replaceable occupant name.

5. Conference and Meeting Rooms: Identify with room numbers to be determined later, not the numbers shown on the drawings; in addition, provide "window" section with sliding "In Use/Vacant" indicator.

6. Service Rooms: Identify with the room names and numbers shown on the drawings as directed by the Contracting Officer.

7. Rest Rooms: Identify with pictograms, the names "MEN" and "WOMEN", room numbers to be determined later, and braille.

C. Egress Signage:

SIGNAGE 101400 - 4

1. Provide tactile exit signage and "no exit" signage where indicated on the drawings. Sign size, typeface, lettering height, and stroke width as required to comply with section 7.10 of NFPA 101. Provide braille lettering at all egress signage.

D. Emergency Evacuation Maps:

1. Allow for one map per elevator lobby.

2. Layout per vendor as approved by the Government.

2.02 SIGN TYPES

1. Wall Mounting of One-Sided Signs: Tape adhesive.

B. Color and Font: Unless otherwise indicated:

1. Character Font: match base standard.

2. Character Case: Match base standard.

3. Background Color: as selected by the Government from manufacturer's full range of colors.

4. Character Color: Contrasting color.

2.03 TACTILE SIGNAGE MEDIA

2.04 ACCESSORIES

A. Concealed Screws: Stainless steel, galvanized steel, chrome plated, or other non-corroding metal. For installation of panel signs on metal stud & gypsum wall board assemblies.

B. Tape Adhesive: Double sided tape, permanent adhesive. For installation of panel signs on existing and new concrete masonry unit wall assemblies.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate surfaces are ready to receive work.

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Install neatly, with horizontal edges level.

C. Protect from damage until Beneficial Occupancy; repair or replace damaged items.

END OF SECTION

FIRE PROTECTION SPECIALTIES 104400 - 1

SECTION 104400 - FIRE PROTECTION SPECIALTIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fire extinguishers.

B. Fire extinguisher cabinets.

C. Accessories.

D. Materials included in this section shall achieve HPSB Compliance for the following section(s):

1. 2-6.1.3 Ozone Depleting Substances

2. The contractor is expected to understand the HPSB documentation requirements for these credits and include all applicable overhead in their base bid for the necessary documentation to achieve the above listed credits.

1.02 RELATED REQUIREMENTS

A. Section 01 3325 - Project Sustainability Summary

B. Section 01 3329 - Sustainable Design Reporting

C. Section 01 6000 - Product Requirements

D. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions

E. Section 061000 - Rough Carpentry: Wood blocking product and execution requirements.

F. Section 099123 - Interior Painting: Field paint finish.

1.03 REFERENCE STANDARDS

A. NFPA 10 - Standard for Portable Fire Extinguishers 2017, with Errata (2018).

B. UL (DIR) - Online Certifications Directory Current Edition.

1.04 SUBMITTALS

A. See Section 01 3001 - Submittals, for submittal procedures.

B. Manufacturer's Installation Instructions: Indicate special criteria and wall opening coordination requirements.

C. Maintenance Data: Include test, refill or recharge schedules and re-certification requirements.

FIRE PROTECTION SPECIALTIES 104400 - 2

D. Sustainability Submittals, Product data for HPSB Compliance:1. Documentation (material safety data sheets (MSDS), third-party certificates, or test reports) showing printed statement confirming that ozone depleting substances are not utilized in the product.

PART 2 PRODUCTS

2.01 FIRE EXTINGUISHERS

A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable codes, whichever is more stringent.

1. Provide extinguishers labeled by UL (DIR) or FM (AG) for purpose specified and as indicated.

B. Type Fire Extinguishers that contain no ozone-depleting substances such as CFCs, Hydrochlorofluorocarbons (HCFCs) or Halons per HPSB requirements: Carbon steel tank, with pressure gage.

1. Class: A:B:C type.

2. Size: 10 pound (4.54 kg).

3. Finish: Baked polyester powder coat Red color.

2.02 FIRE EXTINGUISHER BRACKET

A. Provide Standard Fire Extinguisher Bracket.

B. Mount so that the bottom of the fire extingusher is less than 27" above finish floor.

PART 3 EXECUTION

3.01 EXAMINATION

A. If installed in metal stud wall provide solid wood blocking at top, bottom, and sides of cabinet locations prior to installation of cabinet

B. Verify rough openings for cabinet are correctly sized and located.

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Place extinguishers on wall brackets.

END OF SECTION

RECYCLING SPECIALTIES 108500 - 1

SECTION 108500 - RECYCLING SPECIALTIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Recycling Containers.

1.02 SUBMITTALS

A. Recycling Containers:

1. Product Data: Submit product data showing compliance with specified requirements.

PART 2 - PRODUCTS

2.01 RECYCLING CONTAINERS

A. Provide 4 - 23 gallon containers compatible with specified lids and trolley assemblies.

B. Provide in color multiple colors as selected by Contracting Officer from manufacturer s full range.

C. Provide standard recycling symbols on each can. Provide painted lettering for type of recycled materials to be deposited in each can as directed by the Contracting officer.

D. Accessories:

1. Provide lids compatible with containers to be provided. Lids as selected by Contracting Officer to have profiles suitable for recycled materials intended to be deposited in each can.

2. Provide trolley assembly compatible with cans to be provided and able to be linked together to move multiple cans at one time. Provide one trolley per container.

PART 3 EXECUTION

3.01 PREPARATION

A. Visit job site, field verify all dimensions and coordinate requirements for hoist & trolley mounting with General Contractor prior to fabricate.

3.02 INSTALLATION

A. Install shall be in accordance with approved shop drawings and manufacturer's recommendations and instructions.

RECYCLING SPECIALTIES 108500 - 2

3.03 PROTECTION

A. Coordinate installation of work specified herein to be accomplished after majority of building construction and site work is accomplish.

B. Protect work specified herein from damage by adjacent construction activities as required.

END OF SECTION

METAL BUILDING SYSTEMS 133419 - 1

SECTION 133419 - METAL BUILDING SYSTEMS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Manufacturer-engineered, shop-fabricated structural steel building frame.

B. Metal wall and roof panels including soffits.

C. Coordination of exterior doors and louvers.

D. Materials included in this section shall meet the requirements for High Performance Sustainable Buildings for New Construction points for the following Sections:

1. 2-6.1.1 - Recycled Content

2. The contractor is expected to understand the HPSB requirements for these sections and include all applicable overhead in their base bid for the necessary documentation to achieve the above listed credits.

1.02 RELATED REQUIREMENTS

A. Section 01 3325 - Project Sustainability Summary

B. Section 01 3329 - Sustainable Design Reporting

C. Section 012300 - Bid Options

D. Section 016116 - Volatile Organic Compound (VOC) Content Restrictions.

E. Section 055000 - Metal Fabrications.

F. Section 05 4000 - Cold-Formed Metal Framing

G. Section 074114 - Insulated Metal Roof Panels

H. Section 074214 - Insulated Metal Wall Panels

I. ASection 07 4291 - Metal Soffit Panels

J. Section 07 9005 - Joint Sealers.

K. Section 081113 - Hollow Metal Doors and Frames.

L. Section 08 3323 - Overhead Coiling Doors

M. Section 08 9100 - Louvers

N. Section 08 43 13 - Aluminum Storefront.

1.03 REFERENCE STANDARDS

A. AISC 360 - Specification for Structural Steel Buildings 2016 (Revised 2021).

METAL BUILDING SYSTEMS 133419 - 2

B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel 2019.

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

D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength 2021.

E. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength 2014.

F. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa Minimum Tensile Strength (Metric) 2014.

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

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

I. ASTM A529/A529M - Standard Specification for High-Strength Carbon- Manganese Steel of Structural Quality 2014.

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

K. ASTM A992/A992M - Standard Specification for Structural Steel Shapes 2020.

L. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.

M. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic- Cement Grout (Nonshrink) 2017.

N. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2021a.

O. ASTM F1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength 2020.

P. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength 2019, with Editorial Revision (2020).

Q. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination 2012.

R. AWS D1.1/D1.1M - Structural Welding Code - Steel 2020.

METAL BUILDING SYSTEMS 133419 - 3

S. IAS AC472 - Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems 2018.

T. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic") 2002 (Ed. 2004).

1.04 DESIGN REQUIREMENTS

A. Installed Thermal Resistance of Wall System: Refer to specifications for insulated metal wall panels.

B. Installed Thermal Resistance of Roof System: Refer to specifications for insulated metal roof panels.

C. Refer to drawings for applicable design load requirements including live loads, dead loads, wind loading, seismic loading, and snow loading.

1.05 SYSTEM PERFORMANCE REQUIREMENTS

A. Structural Performance: Provide metal building systems capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:

1. Engineer metal building systems according to procedures in MBMA's "Metal Building Systems Manual."

2. Design Loads: As indicated on Drawings, as minimum.

3. Design Loads: As required by MBMA's "Metal Building Systems Manual."

AISC Standards, IBC 2015.

4. Collateral Loads: Include additional dead loads other than the weight of metal building system for permanent items such as sprinklers, mechanical systems, electrical systems, and ceilings.

5. Load Combinations: Design metal building systems to withstand the most critical effects of load factors and load combinations as required by MBMA, AISC and IBC 2015.'

6. Deflection Limits: As indicated on the drawings.

7. Design secondary framing system to accommodate deflection of primary building structure and construction tolerances, and to maintain clearances at openings.

1.06 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one week before starting work of this section.

METAL BUILDING SYSTEMS 133419 - 4

1.07 SUBMITTALS

A. See Section 01 3001 - Submittals, for submittal procedures.

B. Product Data: Provide data on profiles, component dimensions, fasteners.

C. Shop Drawings: Indicate assembly dimensions, locations of structural members, connections; wall and roof system dimensions, panel layout, general construction details, anchorages and method of anchorage, installation; framing anchor bolt settings, sizes, and locations from datum, foundation loads; indicate welded connections with AWS A2.4 welding symbols; indicate net weld lengths; provide professional seal and signature for the state where project is located.

D. Manufacturer Qualification Statement: Provide documentation showing metal building manufacturer is accredited under IAS AC472. Include statement that manufacturer designs and fabricates metal building system as integrated components and assemblies, including but not limited to primary structural members, secondary members, joints, roof, and wall cladding components specifically designed to support and transfer loads and properly assembled components form a complete or partial building shell.

E. Manufacturer's Instructions: Indicate preparation requirements, anchor bolt placement, and all other information for correct and complete erection and installation of all components.

F. Manufacturer's Qualification Statement: Provide documentation showing metal building manufacturer is accredited under IAS AC472.

1. Include statement that manufacturer designs and fabricates metal building system as integrated components and assemblies, including but not limited to primary structural members, secondary members, joints, roof, and wall cladding components specifically designed to support and transfer loads and properly assembled components form a complete or partial building shell.

G. Project Record Documents: Record actual locations of concealed components and utilities.

H. Product Certificates: For each type of metal building system, signed by product manufacturer.

1. Letter of Design Certification: Signed and sealed by a qualified professional engineer licensed to practice in the State of Alabama. Include the following:

a. Name and location of Project.

b. Order number.

c. Name of manufacturer.

d. Name of Contractor.

METAL BUILDING SYSTEMS 133419 - 5

e. Building dimensions including width, length, height, and roof slope.

f. Indicate compliance with AISC standards for hot-rolled steel and AISI standards for cold-rolled steel, including edition dates of each standard.

g. Governing building code and year of edition.

h. Design Loads: Include dead load, roof live load, collateral loads, roof snow load, deflection, wind loads/speeds and exposure, seismic design category or effective peak velocity-related acceleration/peak acceleration, and auxiliary loads.

i. Load Combinations: Indicate that loads were applied acting simultaneously with concentrated loads, according to governing building code.

j. Building-Use Category: Indicate category of building use and its effect on load importance factors.

k. AISC Certification for Category MB: Include statement that metal building system and components were designed and produced in an AISC- Certified Facility by an AISC-Certified Manufacturer.

I. Welding certificates.

J. Erector Certificate: Signed by manufacturer certifying that erector complies with the following requirements:

1. Qualification Data: Installation of the metal roofing panel and roof related accessories shall be performed by roofers, preferred, certified and authorized by the manufacturer as trained and qualified to erect the manufacturer s product. Certification of the contractor cannot exceed 3 years from date of original certification without proof of re-certification from the manufacturer.

Roofing contractor must provide a certified project manager, full time, throughout the duration of the roofing installation. The project manager will represent the certification program provided by the manufacturer, representing the correct standards and procedures as detailed by the manufacturers specifications and designs.

2. Roofing contractor must submit a letter from the manufacturer of the standing seam metal roofing system, certifying the date of certification from the manufacturer and the dates and year the roofing contractor attended school for certification or re-certification.

3. Maintain a minimum of $5,000,000 general liability coverage for each loss and/or provide Certificate of Insurance for Full Value of the project as directed by the Government.

4. Maintain sufficient worker s compensation coverage as mandated by law.

METAL BUILDING SYSTEMS 133419 - 6

5. Have no viable claims pending, regardless of negligent acts, defective workmanship on previously performed or current projects.

6. Have not filed for protection from creditors under any state or federal insolvency or debtor relief statues or codes.

7. Have installed five (5) projects of similar scope and magnitude that have been in service for minimum of 2 years with satisfactory performance of the entire roof system.

8. Installer must execute 100% of roof system installation, utilizing employees that are confirmed as full time employees of the contractor. Second and third tier subcontractors for the installation of the work in this section shall not be permitted.

K. Material Test Reports: Signed by manufacturers certifying that the following products comply with requirements:

1. Structural steel including chemical and physical properties.

2. Bolts, nuts, and washers including mechanical properties and chemical analysis.

3. Tension-control, high-strength, bolt-nut-washer assemblies.

4. Nonshrink grout.

L. Source quality-control test reports.

M. Sustainability Submittals, Product data for HPSB Compliance:

1. For products having recycled content, documentation indicating percentages by weight of postconsumer and pre-consumer recycled content.

a. Include statement indicating costs (sell price for each product having recycled content)

b. Total weight of products provided.

1.08 QUALITY ASSURANCE

A. Designer Qualifications: Design structural components, develop shop drawings, and perform shop and site work under direct supervision of a Professional Structural Engineer experienced in design of this type of work.

1. Design Engineer Qualifications: Licensed in the State in which the Project is located.

B. Perform work in accordance with AISC 360 and MBMA (MBSM).

1. Maintain one copy on site.

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C. Perform welding in accordance with AWS D1.1/D1.1M.

D. Erector Qualifications: An experienced erector who has specialized in erecting and installing work similar in material, design, and extent to that indicated for this Project and who is acceptable to manufacturer.

E. Manufacturer Qualifications: A qualified manufacturer and member of MBMA.

1. The metal building manufacturer shall be accredited by International Accreditation Services' IAS accreditation for Inspection Programs for Manufacturers of Metal Building Systems (AC472). Metal building manufacturer shall provide IAS Accrediation documents.

2. Engineering Responsibility: Preparation of Shop Drawings and comprehensive engineering analysis by a qualified professional engineer licensed in the State of Alabama. Affix engineering seal to all shop drawings and calculations and submit to the Government.

F. Testing Agency Qualifications: An independent agency qualified according to ASTM E 329 for testing indicated, as documented according to ASTM E 548.

G. Source Limitations: Obtain primary metal building system components through one source from a single manufacturer.

H. Product Options: Drawings indicate size, profiles, and dimensional requirements of metal building system and are based on the specific system indicated. Refer to Division 01 Section "Product Requirements."

1. Do not modify intended aesthetic effects, as judged solely by the Government, except with Government's approval. If modifications are proposed, submit comprehensive explanatory data to the Government for review.

I. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code--Steel," and AWS D1.3, "Structural Welding Code--Sheet Steel."

J. Structural Steel: Comply with AISC's "Specification for Structural Steel Buildings- -Allowable Stress Design, Plastic Design," or AISC's "Load and Resistance Factor Design Specification for Structural Steel Buildings," for design requirements and allowable stresses.

K. Cold-Formed Steel: Comply with AISI's "Specification for the Design of Cold- Formed Steel Structural Members," or AISI's "Load and Resistance Factor Design Specification for Steel Structural Members," for design requirements and allowable stresses.

1.09 PRE ROOFING CONFERENCE:

A. At least 2 weeks prior to scheduled start of roof system installation, conduct a pre-roofing conference on site. Refer to specification section 074114 - Insulated Metal Roof Panels for required attendees and agenda for pre-roofing conference.

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1.10 WARRANTY

A. See Sections 01 7000 - Project Closeout, 01 7010 - Project Record Documents, and 017800 - Closeout Submittals, for additional warranty requirements.

B. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of assemblies that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures, including rupturing, cracking or puncturing.

2. Warranty period: Twenty (20) years from date of Substantial Completion.

3. Standard manufacturer's guarantees which contain language regarding the governing of the guarantee by any state other than the State of Alabama, must be amended to exclude such language, and substituting the requirement that the Laws of the State of Alabama shall govern all such guarantees.

C. Special Warranty on panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal roof panels that show evidence of deterioration of factory-applied finishes within specified warranty period.

1. Finish Warranty Period: Refer to Sections 07 4114 an 07 4214

2. Standard manufacturer's roofing guarantees which contain language regarding the governing of the guarantee by any state other than the State of Alabama, must be amended to exclude such language, and substituting the requirement that the Laws of the State of Alabama shall govern all such guarantees.

D. Refer to specificaiton section 07 4114 - Insulated Metal Wall Panels and 07 4213 - Insulated Metal Roof Panels or applicable finish warranties for wall and roof panels not furnished under this specification.

PART 2 PRODUCTS

2.01 ASSEMBLIES

A. Tapered beam.

B. Primary Framing: Rigid frame of rafter beams and columns, canopy beams, and wind bracing.

C. Secondary Framing: Purlins and Girts, and other items detailed.

D. Wall System: Preformed foamed-insulation-core metal panels, Refer to Specification Section 07 4214, with sub-girt framing/anchorage assembly, and accessory components.

E. Roof Systems:

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1. Preformed foamed-insulation-core standing seam metal panels, Refer to Specification Section 074114 - Insulated Metal Roof Panels, oriented parallel to slope, with sub-girt framing/anchorage assembly, and accessory components.

2. Structural spanning non-insulated standing seam metal roof panels for canopies and awnings.

F. Roof Slope: Refer to Drawings.

G. Recycled Content: For Steel Products: Minimum Total Recovered Materials Content - 30%

2.02 MATERIALS - FRAMING

A. Structural Steel Members: ASTM A36/A36M.

B. Structural Tubing: ASTM A500/A500M Grade B cold-formed.

C. Plate or Bar Stock: ASTM A529/A529M, Grade 50.

D. Anchor Bolts: ASTM F1554, Grade 36, Class 1A, with no preference for protective coating.

E. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1; galvanized to ASTM A153/A153M.

F. Welding Materials: Type required for materials being welded.

G. Primer: SSPC-Paint 20, zinc rich. All structural steel to be primed grey in color -match existing facility.

H. Grout: ASTM C1107/C1107M; Non-shrink; premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents.

1. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch (13.7 MPa).

2. Minimum Compressive Strength at 28 Days: 7,000 pounds per square inch (48 MPa).

2.03 MATERIALS - WALLS AND ROOF

A. Roof Panel(s):

1. Roof panels for all other applications:

a. Refer to Specification Section 074114 - Insulated Metal Roof Panels

B. Exterior Wall Panel:

1. Refer to Specification Section 074214 - Insulated Metal Wall Panels

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C. Soffit Panels:

1. Refer to Section 07 4293 - Metal Soffit Panels

2. Refer to specification section 012300 - Bid Options for alternates affecting scope of soffit panels intended to be provided.

D. Panel Finishes:

1. Manufacturer's standard full-strength 70 percent Kynar 500 or Hyar 5000 fluoropolymer (PVDF) coating as required to achieve specified warranty.

2. Provide manufacturer's full range of standard and custom colors. Metal roof and soffit panels provided under this specification section will be required to match roofing/wall panels provided under specification sections 074114 - Insulated Metal Roof Panels, 07 4293 Metal Soffit Panels and 074214 - Insulated Metal Wall Panels

2.04 ACCESSORIES

A. Trim, Closure Pieces, Caps, Flashings, Gutters, Downspouts, Rain Water Diverter, Fascias, and Infills: Same material, thickness and finish as exterior sheets; brake formed to required profiles.

B. Joint Seal Gaskets: Manufacturer's standard type.

C. Fasteners: Manufacturer's standard type, galvanized to comply with requirements of ASTM A153/A153M, finish to match adjacent surfaces when exterior exposed.

D. Self Adhered Roof Underlayment:

1. Grace Ultra is a cold-applied, self-adhering membrane composed of a high density, cross laminated polyethylene film coated on one side with a layer of butyl rubber adhesive. An embossed, slip resistant surface is provided on the polyethylene. Interwound with a disposable plastic release sheet. Membrane shall conform to the following physical properties:

Property Value Test Method Color Gray-Black Thickness, Membrane 30 mil ASTM D 3767 Method

A Tensile Strength, Membrane

1720 kN/M2 ASTM D 412 (Die C Modified)

Elongation, Membrane 250% ASTM D 412 (Die C Modified)

Low Temperature Flexibility

Unaffected @ -29C (-20F)

ASTM D 1970

Adhesion to Plywood 525N/m (3.0 lb/in.

width)

ASTM D 903

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Permeance (Max) 2.9ng/m2s Pa (0.05 perms)

ASTM E 96

Material Weigth Installed (Max)

1.1 kg/m2 (0.3 lb/ft2) ASTM D 461

2. Accessory Products: Perma Barrier WB Primer

a. Install per manufacturers recommendations.

2.05 FABRICATION - FRAMING

A. Hot-Rolled structural shapes: Comply with requirements of ASTM A36 or A529

B. Tubing or Pipe: Comply with requirements of ASTM A500, Grade B, ASTM A501

C. Plate or Bar Stock: Provide 42,000 psi minimum yield strength. Comply with

ASTM A529, A570

D. Members fabricated from Cold Form: Comply with requirements for ASTM A307 as necessary for design loads and connections details.

E. Fabricate members in accordance with AISC 360 for plate, bar, tube, or rolled structural shapes.

F. Anchor Bolts: Formed with bent shank, assembled with template for casting into concrete.

G. Provide wall opening framing for doors, windows, and other accessory components.

H. Structural Framing - General:

1. Primary Framing: Shop fabricate framing components to indicated size and section with base plates, bearing plates, stiffeners, and other items required for erection welded into place. Cut, form, punch, drill, and weld framing for bolted field assembly.

a. Make shop connections by welding or by using high-strength bolts.

b. Join flanges to webs of built-up members by a continuous submerged arc-welding process.

c. Brace compression flange of primary framing with steel angles or cold-formed structural tubing between frame web and purlin or girt web, so flange compressive strength is within allowable limits for any combination of loadings.

d. Weld clips to frames for attaching secondary framing members.

e. Shop Priming: Prepare surfaces for shop priming according to SSPC-SP 2.

Shop prime primary structural members with specified primer after fabrication.

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2. Secondary Framing: Shop fabricate framing components to indicated size and section by roll-forming or break-forming, with base plates, bearing plates, stiffeners, and other plates required for erection welded into place. Cut, form, punch, drill, and weld secondary framing for bolted field connections to primary framing.

a. Make shop connections by welding or by using non-high-strength bolts.

b. Shop Priming: Prepare uncoated surfaces for shop priming according to SSPC-SP 2. Shop prime uncoated secondary structural members with specified primer after fabrication.

I. Primary Framing: Manufacturer's standard structural primary framing system, designed to withstand required loads and specified requirements. Primary framing includes transverse and lean-to frames; rafter, rake, and canopy beams; sidewall, intermediate, end-wall, and corner columns; and wind bracing.

1. General: Provide frames with attachment plates, bearing plates, and splice members. Factory drill for field-bolted assembly. Provide frame span and spacing indicated.

a. Slight variations in span and spacing may be acceptable if necessary to meet manufacturer's standard, as approved by the Government.

2. Rigid Clear-Span Frames: I-shaped frame sections fabricated from shop-welded, built-up steel plates or structural-steel shapes. Interior columns are not permitted.

3. Frame Configuration: See drawings.

4. Exterior Column Type: See drawings.

J. Secondary Framing: Manufacturer's standard secondary framing members, including purlins, girts, eave struts, flange bracing, base members, gable angles, clips, headers, jambs, and other miscellaneous structural members. Fabricate framing from cold-formed, structural-steel sheet or roll-formed, metallic-coated steel sheet pre painted with coil coating, unless otherwise indicated, to comply with the following:

1. Purlins: C- or Z-shaped sections; fabricated from minimum of 16ga thick steel sheet, built-up steel plates, or structural-steel shapes;

2. Girts: C- or Z-shaped sections; fabricated from minimum of 16ga steel sheet, built-up steel plates, or structural-steel shapes. Form ends of Z-sections with stiffening lips angled 40 to 50 degrees to flange and with minimum 2-1/2-inch-wide flanges.

3. Eave Struts: Unequal-flange, C-shaped sections; fabricated from 16ga steel sheet, built-up steel plates, or structural-steel shapes; to provide adequate

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backup for metal panels.

4. Flange Bracing: Minimum 2-by-2-by-1/8-inch structural-steel angles or 1-inch diameter, cold-formed structural tubing to stiffen primary frame flanges.

5. Sag Bracing: Minimum 1-by-1-by-1/8-inch structural-steel angles or minimum 1/4" diameter rod bracing.

6. Base or Sill Angles: Minimum 3-by-2-by-0.0598-inch zinc-coated (galvanized) steel sheet.

7. Purlin and Girt Clips: Minimum 0.0598-inch thick, steel sheet. Provide galvanized clips where clips are connected to galvanized framing members.

8. Secondary End-Wall Framing: Manufacturer's standard sections fabricated from minimum 0.0598-inch- thick,

9. Framing for Openings: Channel shapes; fabricated from minimum 0.0598-inch- thick, cold-formed, structural-steel sheet or structural-steel shapes.

Frame head and jamb of door openings, and head, jamb, and sill of other openings.

10. Miscellaneous Structural Members: Manufacturer's standard sections fabricated from cold-formed, structural-steel sheet; built-up steel plates; or zinc-coated (galvanized) steel sheet; designed to withstand required loads.

K. Bracing: Provide adjustable wind bracing as follows:

1. Rigid Portal Frames: Fabricate from shop-welded, built-up steel plates or structural-steel shapes to match primary framing; of size required to withstand design loads.

2. Bracing: Allowed where indicated on plan.

L. Bolts: Provide plain finish bolts for structural-framing components that are primed or finish painted. Provide zinc-plated bolts for structural-framing components that are galvanized.

M. Factory-Primed Finish: Apply specified primer immediately after cleaning and pretreating.

1. Prime primary, secondary, and end-wall structural-framing members to a minimum dry film thickness of 1 mil.

a. Prime secondary steel framing formed from uncoated steel sheet to a minimum dry film thickness of 0.5 mil on each side.

2. Prime galvanized members with specified primer, after phosphoric acid pretreatment.

3. Prime finish to be Grey in color - match existing facility.

METAL BUILDING SYSTEMS 133419 - 14

2.06 MISCELLANEOUS MATERIALS

A. Fasteners: Self-tapping screws, bolts, nuts, self-locking rivets and bolts, end-welded studs, and other suitable fasteners designed to withstand design loads.

Provide fasteners with heads matching color of materials being fastened by means of plastic caps or factory-applied coating.

1. Fasteners for Metal Panels: Self-drilling Type 410 stainless-steel or self-tapping Type 304 stainless-steel or zinc-alloy-steel hex washer head, with EPDM or PVC washer under heads of fasteners bearing on weather side of metal panels.

2. Blind Fasteners: High-strength aluminum or stainless-steel rivets.

B. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.

C. Sheet Metal Flashing, Gutters, Downspouts as specified in SECTION 07 6200. The Metal Building System Manufacturer shall supply these materials as part of the metal building systems.

D. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, nonmetallic aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for application and a 30-minute working time.

2.07 FINISHES

A. Framing Members: Clean, prepare, and shop prime. Do not prime surfaces to be field welded.

B. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples.

Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

D. Contractor to touch up primer on all structural members upon completion of wall and roof panel installation, where primer was scratched, damanged, etc. due to construction activities.

E. See wall/roof panel portion of this specification for panel finish requirements.

METAL BUILDING SYSTEMS 133419 - 15

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine substrates, areas, and conditions, with Erector present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.

1. For the record, prepare written report, endorsed by Erector, listing conditions detrimental to performance of work.

B. Before erection proceeds, survey elevations and locations of concrete - and masonry-bearing surface and locations of anchor rods, bearing plates, and other embedments to receive structural framing, with Erector present, for compliance with requirements and metal building systems manufacturers tolerances.

1. Engage land surveyor to perform surveying.

C. Proceed with erection only after unsatisfactory conditions have been corrected.

3.02 ERECTION - FRAMING

A. Erect metal building system according to manufacturer's written erection instructions and erection drawings.

B. Do not field cut, drill, or alter structural members without written approval from metal building system manufacturer's professional engineer.

C. Set structural framing accurately in locations and to elevations indicated and according to AISC specifications referenced in this Section. Maintain structural stability of frame during erection.

D. Base Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates.

1. Set plates for structural members on wedges, shims, or setting nuts as required.

2. Tighten anchor rods after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protruding, cut off flush with edge of plate before packing with grout.

3. Promptly pack grout solidly between bearing surfaces and plates so no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure.

Comply with manufacturer's written installation instructions for shrinkage-resistant grouts.

E. Align and adjust structural framing before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will be in permanent contact with framing. Perform necessary adjustments to compensate for discrepancies in

METAL BUILDING SYSTEMS 133419 - 16

elevations and alignment.

1. Level and plumb individual members of structure.

2. Make allowances for difference between temperature at time of erection and mean temperature when structure will be completed and in service.

F. Primary Framing and End Walls: Erect framing true to line, level, plumb, rigid, and secure. Level baseplates to a true even plane with full bearing to supporting structures, set with double-nutted anchor bolts. Use grout to obtain uniform bearing and to maintain a level base-line elevation. Moist cure grout for not less than seven days after placement.

1. Make field connections using high-strength bolts installed according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified.

a. Joint Type: Snug tightened or pretensioned.

G. Secondary Framing: Erect framing true to line, level, plumb, rigid, and secure.

Fasten secondary framing to primary framing using clips with field connections using non-high-strength bolts.

1. Provide rake or gable purlins with tight-fitting closure channels and fasciae.

2. Locate and space wall girts to suit openings such as doors and windows.

3. Locate canopy framing as indicated.

4. Provide supplemental framing at entire perimeter of openings, including doors, windows, louvers, ventilators, and other penetrations of roof and walls.

H. Bracing: Install bracing in roof and sidewalls where indicated on erection drawings, use portal frames where required.

1. Locate interior end-bay bracing only where indicated or where approved by A/E.

I. Framing for Openings: Provide shapes of proper design and size to reinforce openings and to carry loads and vibrations imposed, including equipment furnished under mechanical and electrical work. Securely attach to structural framing.

J. Erection Tolerances: Maintain erection tolerances of structural framing within AISC's "Code of Standard Practice for Steel Buildings and Bridges."

3.03 ERECTION - WALL AND ROOF PANELS

A. Refer to SECTIONS 07 4113 Metal Roof Panels and 07 4214 Insulated Metal Wall Panels.

B. Install in accordance with manufacturer's instructions.

METAL BUILDING SYSTEMS 133419 - 17

C. Exercise care when cutting prefinished material to ensure cuttings do not remain on finish surface.

D. Fasten cladding system to structural supports, aligned level and plumb.

E. Provide expansion joints where…