VP Buildings, Inc.<BR>Varco Pruden Buildings, Inc. Pre-Engineered Buildings Specification

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SECTION 13120

PRE-ENGINEERED BUILDINGS

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** NOTE TO SPECIFIER ** VP Buildings, Inc.
Varco Pruden Buildings, Inc.; pre-engineered buildings including steel framing, roof, walls and finishes.
.
This section is based on the products of VP Buildings, Inc.
Varco Pruden Buildings, Inc., which is located at:
3200 Players Club Circle
Memphis, TN 38125
Toll Free Tel: 800-238-3246
Tel: 901-748-8000
Fax: 901-748-9323
Email: request info
Web: www.vp.com
[ Click Here ] for additional information.

VP Buildings is a world leader in the pre-engineered steel building industry and the logical choice for building solutions and systems construction. Whether you need a functional warehouse, an elaborate retail store or an extraordinary office building, VP Buildings offers not only the design capabilities, but also the flexibility and sophistication to fulfill the needs of almost any structure. VP Buildings can assist you with your building construction needs through our Builder Network and Regional Sales Offices, VP Corporate Accounts or Varco-Pruden International. No matter where you are in the world, we're here to help.

PART 1

GENERAL

1.1

SECTION INCLUDES

Pre-engineering building and components including the following:

Structural steel frame.

Roof covering system including exterior roof panels, panel attachments, sealants, mastics, trim and flashings.

Exterior wall system including wall panels, panel attachments, sealants, mastics, trim and flashings.

** NOTE TO SPECIFIER ** Delete items below not required for project.

Wall accessories including the following:

Service doors

Windows.

Louvers.

** NOTE TO SPECIFIER ** Delete items below not required for project.

Roof accessories including the following:

Facade systems.

Translucent roof panels.

Gravity ventilators.

Ridge ventilators.

Roof curbs.

Roof walkways.

1.2

RELATED SECTIONS

** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.

Section 03300 - Cast-in-Place Concrete: Foundations and anchor bolts.

Section 08810 - Glass: Glass and glazing requirements for glazed openings.

Section 09900 - Paints and Coatings: Finish painting of structural members, doors, roof curbs, and factory prime painted miscellaneous items.

1.3

REFERENCES

** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section.

AAMA 101 - Voluntary Specification for Aluminum and Poly (Vinyl Chloride) (PVC) Prime Windows and Glass Doors; American Architectural Manufacturers Association.

ASTM A 36/ASTM A36M - Standard Specification for Carbon Structural Steel.

ASTM A 307 - Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength.

ASTM A 325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.

ASTM A 500 - Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

ASTM A 529/A 529M - Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality.

ASTM A 572/A 572M - Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Steel.

ASTM A 607 - Standard Specification for Steel, Sheet and Strip, High-Strength, Low-Alloy, Columbium or Vanadium, or Both, Hot-Rolled and Cold-Rolled.

ASTM A 653/A 653M - Standard Specification for Steel Sheets, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

ASTM A 792/A 792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.

ASTM A 1011 - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low Alloy with Improved Formability.

ASTM D 635 - Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizontal Position.

ASTM D 1929 - Standard Test Method for Ignition Properties of Plastics.

ASTM D 2843 - Standard Test Method for Smoke from the Burning or Decomposition of Plastics.

ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.

ASTM E 774 - Standard Specification for Sealed Insulating Glass Units.

ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

AWS D1.1 - Structural Welding Code; American Welding Society.

NAIMA 202 - Standard for Flexible Fiber Glass Insulation Used in Metal Buildings; North American Insulation Manufacturers Association.

SDI 100 - Recommended Specifications for Standard Steel Doors and Frames; Steel Door Institute.

UL 580 - Tests For Wind Uplift Resistance of Roof Assemblies; Underwriters Laboratories Inc.

UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials; Underwriters Laboratories Inc.

1.4

DEFINITIONS

Building Width: Measured from outside to outside of sidewall girts.

Building Length: Measured from outside to outside of end wall girts.

Building Line: Outside face of structural steel.

Building Eave Height: Measured from the top of the eave member at the outside of the sidewall girt line to the bottom of the sidewall column base plate.

Bay Spacing: Measured from centerline to centerline of primary frames for interior bays and from centerline of the first interior frame to outside of end wall girts for end bays.

Roof Pitch: The ratio of the vertical rise to the horizontal run.

1.5

SYSTEM DESCRIPTION

General:

Provide pre-engineered metal building frame, metal wall panels, metal roof panels, accessories and miscellaneous materials for a complete enclosure including supports for building components specified in other sections.

Design structural systems according to professionally recognized methods and standards and legally adopted building codes.

Design under supervision of professional engineer licensed in the jurisdiction of the Project.

** NOTE TO SPECIFIER ** The following design criteria are representative of those needed for a pre-engineered building but may not be completely appropriate for a particular project. Verify requirements of building codes and the owner and verify that those requirements can be met by the manufacturer's design.

Design Requirements:

Bay size: _____.

Roof pitch: _____.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Roof Live Load: _____ psf (____ MPa), reducible.

Roof Live Load: _____ psf (____ MPa), non-reducible.

Roof Snow Load: _____ psf (____ MPa).

Collateral Loads: ____ psf (____ MPa).

** NOTE TO SPECIFIER ** Delete both of the following two paragraphs if a UL classified roof system is not required. Specifying UL classification when it is not required will add to the cost unnecessarily. Class 90 is available for SSR (24 gage), with or without liner; Panel Rib, and SLR. Class 60 is available for Panel Rib only. See the UL Roofing Materials and Systems Directory or call VP Buildings for more details.

Seismic Loads: Calculate in accordance with applicable code, for Zone ____, Occupancy Group ____, Soil Profile Coefficient (S) ____, Effective Peak Velocity Related Acceleration Coefficient (AV) ____, Effective Peak Acceleration Coefficient (Aa) ____, include ____ percent of the roof snow load in seismic load calculations.

** NOTE TO SPECIFIER ** Delete floor load requirements if not required.

Floor Load:

Live Load: ____ psf (____ MPa).

Dead Load: ____ psf (____ MPa).

Collateral Loads: ____ psf (____ MPa).

Partition Load: ____ psf (____ MPa).

Dead loads, including the weight of all indicated permanent construction:

Elements required for support of lights and light battens, hanging fixtures, mechanical equipment, piping, ceiling hanger wires, and all other items required to provide a complete building and not specifically indicated on the drawings.

10.

Wind loads:

Roof Wind Load: Calculate in accordance with applicable code, using ____ mph (____ km/h) Basic Wind Speed, Exposure Category ___, and Importance Factor of ____.

** NOTE TO SPECIFIER ** UL Class 90 is available for SSR (24 gage), with or without liner; Panel Rib, and SLR. Class 60 is available for Panel Rib only. See the UL Roofing Materials and Systems Directory or call VP Buildings for more details.
** NOTE TO SPECIFIER ** SLR. Delete the following if not required for the project.

SLR Roof System tested and certified to meet Underwriters Laboratories UL 90 wind uplift rating with supports 5 feet (1500 mm) on center.

SLR Roof System approved by US Army Corps of Engineers for wind uplift resistance.

** NOTE TO SPECIFIER ** SSR Select one of the following as required for the project, deleting the other two.

SSR Roof System tested and certified to meet Factory Mutual FM wind classification rating:

FM 1-60.

FM 1-90.

FM 1-120.

SSR Roof System tested and certified to meet Underwriters Laboratories UL 90 wind uplift rating.

Panels tested in accordance with ASTM E 1592.

Panel fastening meeting uplift requirements based on tested fastener values with appropriate Safety Factors.

Purlin strength with SSR roof panel determined and tested in accordance with AISI procedures.

** NOTE TO SPECIFIER ** Include the following if required for the project.

Snap Seal Roof System tested and certified to meet Underwriters Laboratories UL 90 wind uplift rating with supports 4 feet (1200 mm) on center.

** NOTE TO SPECIFIER ** Include the following if required for the project.

Panel Rib panel accepted for use by the Dade County Building Commission.

Performance Requirements:

Provide frame with design roof profile after vertical dead load deflection has occurred.

System to withstand gravity and lateral loads in compliance with contract documents.

Refer to contract drawings for additional concentrated loads to pre-engineered building hanger beams and support jacks.

Steam pipes: 1.5 times energized pipe weight.

Vertical unit heaters: 300# (136 kg) each.

Exhaust fans and louvers: 1000# (454 kg) vertical and 250# (113 kg) horizontal each unit.

Rigging and hoist assembly.

Allowable Deflections

Vertical: Clear span/240 for total load; clear span/360 for live load.

Lateral frame movement: Height/200 for a 25 year mean recurrence wind load.

Design wall and roof panel system to withstand specified loads with deflection of _____ of span, maximum.

Metal wall panels (interior and exterior) shall not to be used as shear elements.

Construct assembly to permit movement of components without buckling, failure of joint seals, undue stress on fasteners or other detrimental effects, when subject to temperature range of 100 degrees F (37 degrees C).

Design and fabricate wall and roof systems free of distortion or defects detrimental to appearance or performance.

** NOTE TO SPECIFIER ** Appropriate deflection criteria for non-metal wall components are dependent on the required adjacent details. Serviceability requirements in these areas must be specified separately by responsible design professional.

Serviceability Criteria: Deflection limits for major components based on VP Buildings standards unless otherwise noted.

1.6

SUBMITTALS

Submit under provisions of Section 01300.

Design Data: Provide detailed design criteria and calculations prepared by a licensed structural engineer.

Certification: Manufacturer certification that the building conforms to the contract documents and manufacturer's standard design procedures.

Shop Drawings: Show building layout, primary and secondary framing member sizes and locations, cross-sections, and product and connection details.

Anchor Bolt Installation Drawings: Layouts with minimum bolt diameters.

[ Product Data ]: Information on manufactured products to be incorporated into the project.

** NOTE TO SPECIFIER ** Delete selection samples if colors have already been selected.

Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.

Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.

1.7

QUALITY ASSURANCE

Manufacturer Qualifications: Not less than 5 years experience in the actual production of specified products.

Member of the Metal Building Manufacturer's Association (MBMA).

Certified by AISC in the Metal Building category.

Primary manufacturer of frames, secondary steel, roof and wall sheeting, and trim.

Installer Qualifications - Firm experienced in application or installation of systems similar in complexity to those required for this project, plus the following:

Acceptable to or licensed by manufacturer.

3 years experience with systems.

Successfully completed not less than 5 comparable scale projects using this system.

** NOTE TO SPECIFIER ** Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of work on the project.

Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.

Finish areas designated by Architect.

Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.

Refinish mock-up area as required to produce acceptable work.

1.8

DELIVERY, STORAGE, AND HANDLING

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

Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.

1.9

PROJECT CONDITIONS

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

1.10

WARRANTY

Manufacturer shall warranty installed system for the periods described herein, starting from Date of Substantial Completion against all the conditions indicated below. When notified in writing from Owner, manufacturer/installer shall, promptly and without inconvenience and cost to Owner, correct said deficiencies.

Materials and Workmanship Warranty: 3 years.

NOTE ** Delete one of the two following paragraphs. 20 year warranty is available only with the KXL pigmented paint finish or the Galvalume metallic coating.

Finish Warranty:

Finish coating shall not peel, blister, chip, crack or check in finish, and shall not chalk in excess of 8 numerical ratings when measured in accordance with ASTM D659.

Finish coating shall not change color or fade in excess of 5 NBS units as determined by ASTM D2244.

Panel finish: 10 years.

Panel finish: 20 years.

NOTE ** Delete the following paragraph if any roof system other than SSR Roof is used. Only SSR Roof can be warranted for weathertightness.

Performance Warranty: Furnish written warranty, stating sheet metal roofing system and flashing under this Section will be maintained in watertight condition and defects resulting from the following items will be corrected without cost to Owner for a period of 20 years.

Faulty workmanship.

Defective materials including sealants and fasteners.

Water infiltration.

PART 2

PRODUCTS

2.1

MANUFACTURERS

Acceptable Manufacturer: VP Buildings, Inc.; Varco Pruden Buildings, Inc., which is located at: 3200 Players Club Circle ; Memphis, TN 38125; Toll Free Tel: 800-238-3246; Tel: 901-748-8000; Fax: 901-748-9323; Email: request info; Web: www.vp.com

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions.

Substitutions: Not permitted.

Requests for substitutions will be considered in accordance with provisions of Section 01600.

2.2

STRUCTURAL STEEL FRAMING

** NOTE TO SPECIFIER ** Delete primary framing not required. If more than one framing type is required for a single building, edit the following text to indicate that multiple types are required -- if necessary refer to the drawings for locations.

Primary Framing: Rigid Frame (RF Series) solid web framing consisting of tapered or uniform depth rafters rigidly connected to tapered or uniform depth columns. Provide a clear span that supports the loads at bay spacing indicated.

Primary Framing: Continuous Beam (CB Series) solid web framing utilizing tapered or uniform depth beams or girders supported on tapered or uniform depth columns. Locate interior columns where indicated and design to support loads at bay spacing indicated.

Primary Framing: Truss Beam (TB Series) open web framing utilizing roof trusses supported on uniform depth columns. Provide a clear span that supports the loads at bay spacing indicated.

Primary Framing: Continuous Truss (CT Series) open web framing utilizing continuous trusses supported by exterior and interior uniform depth columns that supports the loads at bay spacing indicated.

Primary Framing: Unibeam (UB and UBL Series) solid web framing consisting of a tapered beams supported by uniform depth columns. Provide a clear span that supports the loads at bay spacing indicated.

** NOTE TO SPECIFIER ** Delete endwall framing not required. If more than one type of endwall framing is required for a single building, edit the following text to indicated that multiple types are required -- if necessary, refer to the drawings for locations. Post and beam ("P & B") frames are designed using corner posts, endposts and rake beams. Full frame endwall frames may be used in conjunction with endposts when future expansion is required. Half loaded Full frame endwall frames may be used when no future expansion is required, but when endposts cannot be used.

End Wall Framing: Corner posts, end posts and rake beams.

End Wall Framing: Half-loaded full frames.

End Wall Framing: Full frames with end posts, for future expansion.

** NOTE TO SPECIFIER ** Delete secondary framing members not required. Secondary framing members are the structural members which carry loads to the primary framing members. They consist of eave members, roof purlins, transbay members, wind struts, wind bracing, wall girts and other miscellaneous structural framing and are either welded built-up sections, cold-formed light gage shapes, open web members and/or hot-rolled shapes.

2.3

SECONDARY FRAMING

Purlins: Zee-shaped; depth as required; with minimum yield strength of 55,000 psi (345 MPa); simple span or continuous span as required for design.

Girts: Zee- or Cee-shaped; depth as required, with minimum yield strength of 55,000 psi (345 MPa); simple span or continuous span as required for design.

Transbay Members: Open web, parallel chord, secondary joists; simple span, utilizing materials, sizes and yield strength as required.

Wind Bracing: Portal, torsional, diagonal bracing or diaphragm in accordance with manufacturer's standard design practices; utilizing rods, angles, and other members, with minimum yield strengths as required for design.

Primary Frame Flange Bracing: Attached from purlins or girts to the primary framing, minimum yield strength as required for design.

** NOTE TO SPECIFIER ** Delete miscellaneous framing members not required by building configuration.

2.4

MISCELLANEOUS FRAMING

Base Angles: 2 inch by 3 inch by 0.059 inch (50 mm by 75 mm by 1.5 mm) steel angles, with minimum yield strength of 55,000 psi (38 MPa), anchored to the floor slab or grade beam with power driven fasteners or equivalent at a maximum spacing of 4 feet (1220 mm) on center and not more than 6 inches (150 mm) from the end of any angle member.

Door Headers and Jambs: Zee- or Cee-shaped; depth as required; with minimum yield strength of 55,000 psi (380 MPa).

Sag Angles and Bridging: Steel angles, with minimum yield strength of 36,000 psi (250 MPa).

2.5

ROOF COVERING SYSTEM

** NOTE TO SPECIFIER ** Panel Rib Roof Systems consist of VP Buildings Panel Rib roof panels and attachments to secondary structural members, sealants, mastics, closures and trim and/or flashings necessary to provide weathertightness and/or finished appearance. Panel Rib Roof System may be used with all VP Buildings standard primary framing systems and secondary structural members (except Transbay joists) with a minimum roof pitch of 1/2:12. Delete roof panels not required.

Roof Panels: Panel Rib; 36 inch (915 mm) wide net coverage, with 1-3/16 inch (30 mm) high major ribs at 12 inches (305 mm) on center with minor ribs spaced between the major ribs.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs. Galvalume is available pre-painted or unpainted; galvanized is always pre-painted.

Material: Galvalume steel painted.

Material: Galvalume steel unpainted.

Material: Galvanized steel, with G90/Z275 coating.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 26 gage (0.45 mm).

Thickness: 24 gage (0.61 mm).

Side laps: At least one full major rib, with a supporting member bearing edge on the lower panel and an anti-capillary groove on the upper panel.

Length: Continuous from eave to ridge up to 41 feet (12.5 m) in length.

End laps, where required: 6 inches (150 mm) wide, located at a support member.

** NOTE TO SPECIFIER SSR Roof Systems may be used with all VP Buildings Primary Framing Systems and secondary structural members (including Transbay joists) with a minimum roof pitch of 1/4:12. Optional insulating systems are available consisting of blanket insulation, with or without high density polystyrene thermal blocks or Superblock for additional over the purlin insulation or rigid board insulation.

Roof Panels: SSR Standing Seam Roof Panels; 24 inches (610 mm) wide net coverage, with 3 inches (75 mm) high major ribs formed at the panel side laps, formed for field seaming using electrically operated seaming machine.

Side joints: Factory applied sealant for field seaming.

Material: Galvalume steel.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 24 gage (0.61 mm).

Thickness: 22 gage (0.76 mm).

Side laps: Two factory-formed interlocking ribs, with one weather sealed joint, field-seamed into place to form a double-fold 360 degree seam.

Length: Continuous from eave to ridge up to 41 feet (12.5 m) in length.

End laps, where required: 7 inches (178 mm) wide, located at a support member.

Panel-to-roof purlin structural attachments: SSR clips with movable tabs which interlock with seamed SSR panel ribs and provide for 1-1/2 inches (38 mm) of panel movement in either direction from center of clip to compensate for thermal effects.

Ridge assembly for high end of slopes: SSR Ridge; draw-formed aluminum seam caps factory-attached to SSR ridge panels that are seamed together along the center of the ridge, utilizing only one weather sealed joint and providing a true expansion joint for panel movement.

** NOTE TO SPECIFIER ** SLR Architectural Standing Seam Roof panels are field seamed using a seaming machine. SLR Roof Systems may be used with all VP Buildings Primary Framing Systems and secondary structural members (including Transbay joists) with a minimum roof pitch of 2:12 (maximum roof pitch of 6:12)

Roof Panels: SLR Architectural Standing Seam Roof Panels; 16 inches (406 mm) wide net coverage with major ribs formed at the panel side laps, for field seaming using electrically operated seaming machine.

Material: Galvalume steel.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 24 gage (0.61 mm), with 2 inch (50 mm) standing seam.

Thickness: 22 gage (0.76 mm), with 3 inch (75 mm) standing seam.

Side joints: Factory applied sealant for field seaming

Length: Continuous from eave to ridge up to 41 feet (12500 mm) in length.

End laps, where required: 6 inches (150 mm) wide, located at a support member.

Panel-to-roof purlin structural attachments: SLR clips, with movable tabs that interlock with seamed SLR panel ribs and provide 1 inch (25 mm) of panel movement in either direction from center of clip to compensate for thermal effects.

Roof Panels: Snap Seal Architectural Standing Seam Roof Panels; 18 inches (457 mm) wide net coverage with major ribs formed at the panel interlocking side laps; field seaming or batten covers not required.

Material: Galvalume steel.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 24 gage (0.61 mm), with 2 inch (50 mm) standing seam.

Thickness: 22 gage (0.76 mm), with 3 inch (75 mm) standing seam.

Side joints: Factory applied sealant with interlocking joint design.

Length: Continuous from eave to ridge up to 41 feet (12.5 m) in length.

End laps, where required: 6 inches (150 mm) wide, located at a support member.

Panel-to-roof purlin structural attachments: Snap Seal clips, with movable tabs that interlock with Snap Seal panel ribs and provide 1 inch (25 mm) of panel movement in either direction from center of clip to compensate for thermal effects.

** NOTE TO SPECIFIER ** Select one or more of the following wall panels and delete those not required. If more than one is included, be sure that either the drawings or the specification indicates where each is to be used. Panel Rib Wall Systems consist of VP Buildings Panel Rib wall panels and attachments to secondary structural members, sealants, mastics, closures and trim and/or flashings necessary to provide weathertightness and/or finished appearance. Panel Rib wall systems may be used with all VP Buildings roof panel systems.

2.6

WALL COVERING SYSTEM

Wall Panels: Panel Rib; 36 inch (915 mm) wide net coverage, with 1-3/16 inch (30 mm) high major ribs at 12 inches (305 mm) on center with minor ribs spaced between the major ribs.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs. Galvalume is not normally furnished painted. For pre-painted finish select galvanized.

Material: Galvalume steel, unpainted.

Material: Galvanized steel, with G90/Z275 coating.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 26 gage (0.45 mm).

Thickness: 24 gage (0.61 mm).

Side laps: Two fully overlapping major ribs secured together with 1/4 inch (6 mm) diameter color-matched carbon steel fasteners.

Length: Continuous from sill to eave up to 41 feet (12.5 m) in length.

End laps, where required: 4 inches (100 mm) wide, located at a support member.

** NOTE TO SPECIFIER ** Delete two of the following three paragraphs.

Crimp panels at the base and notch to match roof panel configuration at the eave.

Cut panels square at each end.

10.

Cut panels square at each end; provide base trim at sill.

Wall Panels: Vee Rib; 36 inch (915 mm) wide net coverage, with reverse ribs 12 inches (305 mm) on center 1-1/4 inches (32 mm) deep, sculptured profile with textured finish.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs. Galvalume is not normally furnished painted. For pre-painted finish select galvanized.

Material: Galvalume steel, unpainted.

Material: Galvanized steel, with G90/Z275 coating.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 26 gage (0.45 mm).

Thickness: 24 gage (0.61 mm).

Side laps: At least one full major rib, with a supporting member bearing edge on the lower panel and an anti-capillary groove on the upper panel.

Length: Continuous from sill to eave up to 41 feet (12500 mm) in length.

End laps, where required: Located at a support member.

Cut panels square at ends; provide base trim at sill.

** NOTE TO SPECIFIER ** Optional insulating systems consisting of interior semi-rigid blanket insulation and/or rigid board insulation are available.

Wall Panels: Span Loc Wall Panels; deep fluted panels, with 16 inch (406 mm) wide net coverage, 3 inch (75 mm) deep interlocking ribs for concealed fasteners.

Material: Galvalume steel.

** NOTE TO SPECIFIER ** Delete all but one of the following three paragraphs. 24 gage (0.61 mm) is standard.

Thickness: 24 gage (0.61 mm).

Thickness: 22 gage (0.76 mm).

Side laps: At least one full major rib, with interlocking ribs for concealed fasteners.

Length: Continuous from sill to eave up to 39 feet (11890 mm) in length.

End laps, where required: Located at a support member.

Mansard Panels: SS-12 Panels; 12 inch (305 mm) wide standing seam profile with 1 inch (25 mm) high interlocking seam and concealed fasteners.

Material: Galvalume steel.

Thickness: 24 gage (0.61 mm).

Side laps: Interlocking standing seam for concealed fasteners.

Length: Refer to drawings.

Finish: KXL pre-painted finish.

Mansard Panels: SB-12 Panels; 12 inch (305 mm) wide profile with 1 inch (25 mm) by 1-1/2 inch (38 mm) wide square batten seam and concealed fasteners.

Material: Galvalume steel.

Thickness: 24 gage (0.61 mm).

Side laps: Interlocking batten seam for concealed fasteners.

Length: Refer to drawings.

Finish: KXL pre-painted finish.

Liner Panels: LPR-36; 36 inch (915 mm) wide net coverage, with 1-3/16 inch (30 mm) high major ribs with minor ribs spaced between the major ribs.

Material: Galvanized steel with G90/Z275 coating.

Thickness: 28 gage (0.30 mm).

Length: Continuous from sill to eave up to 41 feet (12500 mm) in length.

** NOTE TO SPECIFIER ** Select one of the following liner panel heights and delete the rest. Eave height does not include gables, full height includes gables, and a wainscot is defined as a partial interior liner to the girt.

Provide partial height wall liner panels, refer to drawings.

Provide eave height liner panels.

Provide full height liner panels.

Provide liner panel wainscot to 7 feet 5-1/4 inches (2266 mm).

Liner Panels: Panel Rib Liner Panels; 36 inch (915 mm) wide net coverage, with 1-3/16 inch (30 mm) high major ribs with minor ribs spaced between the major ribs.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Material: Galvalume steel, unpainted.

Material: Galvanized steel with G90/Z275 coating.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 26 gage (0.45 mm).

Thickness: 24 gage (0.61 mm).

Length: Continuous from sill to eave up to 41 feet (12.5 m) in length.

Provide partial height wall liner panels, refer to drawings.

Provide eave height liner panels.

Provide full height liner panels.

Provide liner panel wainscot to 7 feet 5-1/4 inches (2266 mm).

Soffit Panels: Match Panel Rib wall panels.

Soffit Panels: Match Vee Rib wall panels.

Soffit Panels: VP100 Architectural Soffit Panels; 12 inch (305 mm) wide net coverage.

Material: Galvanized steel with G90/Z275 coating.

Thickness: 26 gage (0.45 mm).

Side joints: Factory applied gasket; tongue-in-groove connection with adjacent panels, with the connection reinforced by clips.

Panel length: 10 feet (3048 mm), maximum.

Soffit Panels: FP-12 Architectural Soffit Panels; 12 inch (305 mm) wide net coverage, 7/8 inch (22 mm) deep profile. Include center stiffening bead on panels over 15 feet (4570 mm).

Material: Prefinished Galvalume.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.

Thickness: 24 gage (0.61 mm).

Thickness: 22 gage (0.76 mm).

Side joints: Continuous interlocking side joints with concealed fasteners.

Panel length: 30 feet (9100 mm), maximum.

2.7

INSULATION

** NOTE TO SPECIFIER ** Delete insulation type and descriptions not required.

Schedule:

Roof insulation:

Blanket insulation - 3 inches (75 mm); R-value: 11.73.

Blanket insulation - 4 inches (100 mm); R-value: 15.03.

Blanket insulation - 6 inches (150 mm); R-value: 21.83.

Blanket insulation thermal blocks.

Blanket insulation super thermal blocks.

Rigid board insulation - 1-1/4 inches (32 mm); R-value: 11.27.

Rigid board insulation - 1-1/2 inches (38 mm); R-value: 13.27.

Rigid board insulation - 1-3/4 inches (44 mm); R-value: 15.27.

Rigid board insulation - 2 inches (50 mm); R-value: 17.27.

Rigid board insulation - 2-1/4 inches (57 mm); R-value: 19.27.

Rigid board insulation - 2-1/2 inches (63 mm); R-value: 21.27.

Wall Insulation:

Blanket insulation - 3 inches (75 mm); R-value: 11.73.

Blanket insulation - 4 inches (100 mm); R-value: 15.03.

Blanket insulation - 6 inches (150 mm); R-value: 21.83.

Rigid board insulation - 1-1/4 inches (32 mm); R-value: 11.27.

Rigid board insulation - 1-1/2 inches (38 mm); R-value: 13.27.

Rigid board insulation - 1-3/4 inches (44 mm); R-value: 15.27.

Rigid board insulation - 2 inches (50 mm); R-value: 17.27.

Rigid board insulation - 2-1/4 inches (57 mm); R-value: 19.27.

Rigid board insulation - 2-1/2 inches (63 mm); R-value: 21.27.

Blanket Insulation: Glass fiber, with factory laminated facing material

Glass fiber: Odorless, neutral colored, long filament, flexible resilient, produced in compliance with NAIMA 202.

Flame spread Index: 25 or less, when tested in accordance with UL 723.

Smoke Developed Index: 50 or less, when tested in accordance with UL 723.

UL Classified.

** NOTE TO SPECIFIER ** Delete all but one of the following 7 paragraphs on facing. If no facing is required, delete all 7 paragraphs.

Facing: White vinyl; embossed, 0.0032 inch (0.08 mm) thick plus or minus 10 percent; permeance in compliance with ASTM E 96 1.00 perm (57 ng/Pa s sq m). Composite fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.

Facing: Foil scrim kraft; 0.0003 inch (0.008 mm) thick aluminum foil, glass fiber scrim reinforcing, 30 lb kraft paper; permeance 0.02 perms (1.1 ng/Pa s sq m). Composite fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.

Facing: White vinyl scrim foil; 0.0016 inch (0.04 mm) thick vinyl film, glass fiber scrim reinforcing, 0.0005 inch (0.013 mm) aluminum foil; permeance 0.02 perms (1.1 ng/Pa sq m). Composite fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.

Facing: Heavy duty white vinyl scrim foil; 0.002 inch (0.05 mm) thick vinyl film, glass fiber scrim reinforcing, 0.0005 inch (0.013 mm) aluminum foil; permeance 0.02 perms (1.1 ng/Pa s sq m). Composite fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.

Facing: White vinyl scrim polyester; 0.0025 inch (0.064 mm) thick PVC film, glass fiber scrim reinforcing, 0.0005 inch (0.013 mm) thick polyester film; permeance 0.02 perms (1.1 ng/Pa s sq m). Composite fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.

10.

Facing: White polypropylene scrim kraft; 0.0015 inch (0.04 mm) thick polypropylene film, glass fiber scrim reinforcing, 11 lb kraft paper; permeance 0.02 perms (1.1 ng/Pa s sq m). Composite fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.

11.

Facing: Heavy duty white polypropylene scrim kraft; 0.0015 inch (0.04 mm) thick polypropylene film, glass fiber scrim reinforcing, 14 lb kraft paper; permeance 0.02 perms (1.1 ng/Pa s sq m). Composite fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.

12.

Provide facing 3 inches (75 mm) wider than blanket on both edges.

13.

Width: As required for installation.

** NOTE TO SPECIFIER ** VP Buildings uses Celotex Thermax Insulation Boards. The foil facers are available in various types and finishes.

Rigid Board Insulation: Glass-fiber-reinforced polyisocyanurate foam plastic core, nominal density of 2 pcf (32 kg/cu m), with aluminum foil facers on both sides.

Facer Finish: ________.

Width: 4 feet (1220 mm).

** NOTE TO SPECIFIER ** Delete the following two paragraphs on thermal blocks if the SSR roof system is not being used. If SSR is used, delete one or the other. The first is standard; the second is Superblock.

Thermal Blocks: High density, 3/4 inch (19 mm) thick extruded polystyrene, for installation over the purlin.

Thermal Blocks: Superblock; 1 by 3-1/2 inch (25 by 89 mm) extruded polystyrene thermal spacer strips capped by 22 gage (0.76 mm) galvanized channels, with swagged end for interconnection along the purlin run, metal tabs at 2 feet (610 mm) on center at SSR clip locations, and pre-punched fastener holes.

Span-Loc Blanket Insulation: Glass fiber insulation, cut to width for applications between or outside of Span-Loc interior ribs.

Thermal Resistance (R-value): R-10 at 75 degrees F (1.7 square m K/W at 24 degrees C) mean temperature.

2.8

WALL ACCESSORIES

Class: C: Commercial. LC: Light Commercial. R: Residential. Performance grade number, included as part of the AAMA/NWWDA product designation code, is actual design pressure in pounds force per square foot (pascals) used to determine structural test pressure and water test pressure.

Windows: Extruded aluminum frames with extruded aluminum sash of 6063-T5 alloy, complying with AAMA 101 performance and testing requirements for:

Grade: ___.

Class: ___.

Screens: 18 by 16 fiberglass mesh.

Finish on all exposed areas of aluminum windows and fins: Baked enamel complying with AAMA 603.8.

Color: Manufacturer's standard bronze.

** NOTE TO SPECIFIER ** Horizontal sliders can be used with any of the wall panels. Project-out and fixed are not available with Span Loc panels. Verify current window models available from pre-engineered building manufacturer.

Type: Horizontally sliding.

Type: Casement, project-out.

Type: Fixed.

** NOTE TO SPECIFIER ** Delete paragraphs below that are not required.

Glass: As scheduled on drawings.

10.

Glass: Single glazing.

11.

Glass: Single glazing, tempered.

12.

Glass: Single glazing, tinted.

13.

Glass: Single glazing, obscure.

14.

Glass: Sealed insulating units, ASTM E 774, CBA rated with a 5 year warranty against seal failure; polysulfide sealant; overall unit thickness not less than 5/8 inch (16 mm).

Service Doors:

Doors for cylindrical locks: SDI 100, Grade 1, Model 1 (1-3/4 inches (44 mm) thick minimum 20 gage (0.91 mm) steel face sheets).

Doors for mortise locks or panic devices: SDI 100, Grade 2, Model 1, 1-3/4 inches (44 mm) thick minimum 18 gage (1.22 mm) steel face sheets.

** NOTE TO SPECIFIER ** Delete all but one of the following three paragraphs. If more than one type is required, be sure that either the drawings or the specification indicates where each is to be used. VP Buildings does not furnish glass for service doors.

Type: Full flush.

Type: Half glass.

Type: Narrow lite style.

Frames: SDI 100, modified drywall type, 4-3/4 inches (120 mm) jamb depth minimum 16 gage (1.52 mm) steel; self-framing and self-flashing.

Hardware reinforcements: Comply with SDI 100; locate so that door and frame are non-handed.

Finish: Two coat baked on paint on all exposed surfaces, apply after cleaning and chemical treatment for corrosion resistance and paint adhesion; manufacturer's standard bronze color.

Weatherstripping: At jambs, head and sill, complying with water and air resistance requirements of SDI 115 and SDI 116.

10.

Hardware:

One key in-knob cylindrical lockset per opening.

One mullion and one pair surface bolts per double door opening.

Three full mortise hinges per leaf, one with non-removable pin.

** NOTE TO SPECIFIER ** Delete any of the following 4 paragraphs that is not applicable.

11.

Size: As scheduled on drawings.

12.

Single door size: 3 feet by 7 feet (915 by 2135 mm).

13.

Single door size: 3 feet 6 inches by 7 feet (1065 by 2135 mm).

14.

Double door size: 6 feet by 7 feet (1830 by 2135 mm) overall.

Louvers: 18 gage (1.22 mm) galvanized steel, self-framing, self-flashing with integral head gutter, with paint finish.

** NOTE TO SPECIFIER ** Delete one of the following two paragraphs. If more than one type is required, edit and be sure that either the drawings or the specification indicates where each is to be used.

Type: Fixed blade.

Type: Operable blade, with weather-stripped blades and 15 feet (4575 mm) of pull chain with dogging clip.

Screen: Exterior mounted, removable insect screen.

Minimum free area: 65 percent.

** NOTE TO SPECIFIER ** Delete one of the following 2 paragraphs or edit size to suit. 3 by 3 feet (915 by 915 mm) louvers are standard with Panel Rib and Vee Rib. 4 by 3 feet (1220 by 915 mm) louvers are standard with Span Loc.

Size: 3 feet by 3 feet (915 by 915 mm).

Size: 4 feet by 3 feet (1220 by 915 mm).

Color: Manufacturer's standard bronze.

Wall Openings: Cold-formed sheet metal framing concealed with manufacturer's standard bronze trim.

** NOTE TO SPECIFIER ** Delete roof accessories not required.

2.9

ROOF ACCESSORIES

Eave Gutters: Roll-formed 26 gage (0.45 mm) steel sheet, with gutter straps, fasteners and joint sealant; manufacturer's standard bronze color.

Downspouts: 4 by 5 inches (100 by 125 mm) in 10 foot (3050 mm) lengths, with downspout elbows and downspout straps; same color as wall panels.

Multi-Gutters and Valley Gutters: 0.059 inch (1.5 mm) thick cold-formed steel sheet.

Finish: G90/Z275 galvanized coated.

Joints: Field welded or mechanically fastened.

** NOTE TO SPECIFIER ** Panel Rib Tuf-lite translucent roof panels are nominal 8 oz. per square foot material and provide nominal coverage of 3 feet by 10 feet (914 mm by 3048 mm). Configuration matches the Panel Rib roof panels. SSR Tuf-lite translucent roof panels are nominal 12 oz. per square foot material and provide nominal coverage of 2 feet by 10 feet (610 mm by 3048 mm). Configuration matches the SSR roof panel. Siderails, the same finish as SSR Panel, are attached and allow SSR Tuf-lites to be erected and seamed in-place similar to the SSR Panel. Uplift-rated Tuf-Lites are compatible with any purlin or Transbay spacing of 5 feet (1524 mm) or less. Maximum length is 10 feet 6 inches (3200 mm) for Panel Rib and 10 feet 7 inches (3226 mm) for SSR including panel endlap. Tuf-Lites with condensation control pans are compatible with 5 feet (1524 mm) purlin or Transbay spacing.

Translucent Roof Panels: Tuf-Lite; UV stabilized thermosetting polyester resin reinforced with chopped and woven roving glass fiber; manufacturer's standard configuration.

Color: White, with textured exterior surface and minimum 50 percent light transmittance.

Self-ignition temperature: 650 degrees F (343 degrees C) or greater, when tested in accordance with ASTM D 1929.

Smoke density index: 450 or less, when tested in accordance with ASTM E 84, or 75 or less, when tested in accordance with ASTM D 2843.

** NOTE TO SPECIFIER ** Delete one of the following 2 paragraphs. The first is equivalent to Class CC1 of the Uniform Building Code and the Standard Building Code and Class C1 of the BOCA National Building Code. The second is equivalent to Class CC2 of the Uniform Building Code and the Standard Building Code and Class C2 of the BOCA National Building Code.

Extent of burning: 1 inch (25.4 mm) or less, when tested in accordance with ASTM D 635.

Rate of burning: 2.5 inches (64 mm) per minute or less, when tested in accordance with ASTM D 635.

Gravity Ventilators: APEX 20; factory assembled, round, with 20 inch (510 mm) diameter throat with damper, operating cord and bird screen and base configured to match roof panel.

Color: Manufacturer's standard white.

** NOTE TO SPECIFIER ** Delete the following paragraph if not required.

Provide insulation retaining ring at interior.

Ridge Ventilators: 10 feet (3050 mm) long, 26 gage (0.45 mm) Galvalume, with damper with chain and worm gear operator and bird screen, and base configured to match roof panel.

** NOTE TO SPECIFIER ** Delete one of the following 2 paragraphs.

Throat opening: 9 inches (229 mm).

Throat opening: 12 inches (305 mm).

** NOTE TO SPECIFIER ** Delete the following paragraph if not required.

Connect individual vents to form continuous ridge vent with one operator for each 5 vents.

** NOTE TO SPECIFIER ** The Structural Facade System does not use the roof structure or panels for support. Facade overhang, projection from face of building wall to face of facade, is variable within the limits of building design and imposed wind and snow loads. The facade can be vertical or mansard with maximum incline of 12:3. The facade can be from 4 feet (1219 mm) to 10 feet (3048 mm) high, with the bottom at 2 feet (608 mm) below the eave. The Closed Facade uses multi-gutter between the sheeted backside and the low eaves of the roof. Parapet type flashings are similarly used along the rakes and high eave. Closed facade soffits may be VP Buildings panels or other exterior grade soffit materials. The Open Facade has open space between the sheeted backside and building eaves and rake. Partial control of water runoff may be achieved using standard eave gutter along building low eaves. Water resistant soffit material must be used and inclined away from building wall for drainage. Other facing materials may be used.

Structural Facade System: Facade mounted below the plane of the roof, without roof supports or through the roof structural attachments.

** NOTE TO SPECIFIER ** Delete four of the five paragraphs below.

Face: Panel Rib wall panels.

Face: Vee Rib wall panels.

Face: VP100 soffit panels.

Face: VP002 soffit panels.

Face: As indicated on drawings.

** NOTE TO SPECIFIER ** Delete one of the two paragraphs below.

Face Style: Vertical.

Face Style: Mansard with incline of _____.

Height: ___ feet (____ m), with bottom edge at 2 feet (610 mm) below building eave line.

** NOTE TO SPECIFIER ** Delete one of the following 2 paragraphs. The first is for a "closed" facade. The second is for an "open" facade; water resistant soffit material must be used.

Close space between facade and roof with gutter.

10.

Provide standard eave gutter on roof with open space between gutter and back side of facade.

11.

Back Side: Closed with standard wall panels.

12.

Soffit: Matching panels.

** NOTE TO SPECIFIER ** The Light Facade System is intended for use with the VP Buildings Panel Rib Roof System only. Use is restricted, verify availability. The Light Facade System is roof plane mounted and uses through the roof fastening for structural attachment to roof secondary. The facade is provided as an open system with or without a soffit. VP Buildings Panel Rib and Vee Rib wall panels are used for face panels and soffit panels. The facade is available as Vertical or 12:3 Mansard. Face height is 4 feet (1219 mm) or 6 feet (1829 mm) with the bottom edge of the facade face nominally 1 foot (305 mm) below the building eave. The facade overhang from face of wall is nominally 1foot 3 inches for Vertical and 1 foot 6 inches (457 mm) to 2 feet (458 mm) for Mansard. The facade has open space between the facade face and building eave or rake. Partial control of water runoff is achieved using standard eave gutter along building low eaves. A water resistant soffit is optional and is inclined away from building walls for drainage.

Light Facade System: Facade mounted on the roof, with through the roof structural attachments; G90/Z275 galvanized cold-formed light gage steel framing.

Face: Panel Rib wall panels.

** NOTE TO SPECIFIER ** Delete one of the two paragraphs below.

Face style: Vertical.

Face style: Mansard with incline of _____.

Height: ___ feet (____ mm), with bottom edge at 1 foot (305 mm) below building eave line.

Provide standard eave gutter on roof with open space between gutter and back side of facade.

Back side: Closed with standard wall panels.

Soffit: Matching panels.

** NOTE TO SPECIFIER ** Curb openings are available in pre-designed sizes up to 48 inches by 96 inches (1219 mm by 2438 mm). Custom sized curbs are provided where needed on a per job basis. A standard 30 inches by 36 inches (762 mm by 914 mm) roof access hatch and curb is available. The curbs may be used with a variety of curb mounted equipment or accessories, including smoke vents, exhaust fans, access hatches, domed skylights, and HVAC ducts and equipment. Curbs and curb flashings are available in the natural metallic coating color only. Curbs that must match the roof finish color must be field painted after installation. Panel Rib curbs have integral flashing flanges on four sides. The curb and its equipment are installed on panel module only.

Roof Curbs: Welded units fabricated for shingled installation with roof panels; minimum 18 gage (1.22 mm) Galvalume coated steel, with welds cleaned and treated with protective coating compatible with the Galvalume substrate.

Top of curbs horizontal with 1-1/2 inch (38 mm) perimeter flange.

Curb walls insulated with 1-1/2 inch (38 mm), 3 pcf (48 kg/cu m) density rigid glass fiber insulation.

Water diversion: Integral 4 inch (102 mm) high by full length cricket on upslope side.

Exposed curb flanges pre-drilled for correct fastener locations.

Upslope and down slope curb flanges with integral welded inside and outside cell closures compatible with the roof panel profile.

Curb framing: Mounted on secondary structural members and installed from the top; compatible with the thermal expansion and contraction properties of the roof on which it is used.

Opening size: As indicated on drawings.

Roof Access Hatch: Manufacturer's standard 30 by 36 inch (762 by 914 mm) opening, with curb.

** NOTE TO SPECIFIER ** SSR roof curb systems are available in three types: ONE PIECE, THREE PIECE, and SEAMED IN. ONE PIECE SSR curbs have integral flashing flanges on four sides. The curb and its equipment are installed on panel module only. THREE PIECE SSR curbs have separate upper and lower flashing flanges with integral side flashing flanges. The curb and its equipment may be installed off panel module. The upper and lower flashing flanges are installed on panel module and shingle to the curb. SEAMED IN SSR curbs have integral upper and lower flashing flanges. Side flanges are made from portions of SSR panels. The curb and its equipment are installed on panel module only. The sides are seamed into the adjacent roof panels. Delete two of the three paragraphs below.

Curbs for SSR Roof Panels: One-piece type.

10.

Curbs for SSR Roof Panels: Three-piece type.

11.

Curbs for SSR Roof panels: Seamed in type.

** NOTE TO SPECIFIER ** Walkways are for use with SSR panels only and are installed parallel or perpendicular to the ribs. Walkways can increase the equipment load capacity of curbs by removing the workman's foot traffic from the curb framing during installation and maintenance. Walkways are compatible with roof pitches of 1:12 and less. Walkways may be used as maintenance platforms around roof equipment, pathways between equipment or pathways from roof access points to roof equipment. Walkways prevent foot traffic damage to the SSR panel surface, panel endlaps, panel flashings and curb attachments to roof panel.

Roof Walkways: 18 gage (1.22 mm) G90/Z275 galvanized planks, supports and hardware; for attachment to top of the SSR rib with no fastener penetrations through roof panel.

Planks: Interlocking, with slip resistant die formed tooth pattern on surface.

** NOTE TO SPECIFIER ** Delete three of the four paragraphs below.

Width: As indicated on drawings.

Width: 18 inches (457 mm).

Width: 24 inches (610 mm).

Width: 36 inches (915 mm).

Length: 20 foot (6.1 m) modules.

** NOTE TO SPECIFIER ** Select materials and material yield strengths based on building design requirements; use the following unless required otherwise.

2.10

MATERIALS

Structural Steel Plate, Bar, Sheet, and Strip for Use in Bolted and Welded Constructions: ASTM A 572/A 572M, A 529/A 529M, A 1011 or A 36/A 36M Modified 50, with minimum yield strength of 50,000 psi (345 MPa).

Structural Steel Material for Use in Roll Formed or Press Broken Secondary Structural Members: ASTM A 607, with minimum yield strength of 55,000 psi (380 MPa).

Galvanized Steel Sheet for Roll Formed or Press Broken Roof and Wall Coverings, Trim and Flashing: ASTM A 653/A 653M, with minimum yield strength of 50,000 psi (345 MPa).

Galvalume Steel Sheet Used in Roll Formed or Press Broken Roof Covering: Aluminum-zinc alloy-coated steel sheet, ASTM A 792/A 792M, with minimum yield strength of 50,000 psi (345 MPa); nominal coating weight of 0.5 oz per sq ft (152 kg/sq m) both sides, equivalent to an approximate coating thickness of 0.0018 inch (0.05 mm) both sides.

Hot Rolled Steel Shapes: W, M and S shapes, angles, rods, channels and other shapes; ASTM A 500, ASTM A 572/A 572M or ASTM A 36/A 36M as applicable; with minimum yield strengths required for the design.

Structural Bolts and Nuts Used with Primary Framing: High strength, ASTM A 325.

Bolts and Nuts Used with Secondary Framing Members: ASTM A 307.

Panel Fasteners:

For Galvalume and KXL finished roof panels: Stainless steel-capped carbon steel fasteners with integral sealing washer.

For SP finished roof panels: Coated carbon steel.

For wall panels: Coated carbon steel.

Color of exposed fastener heads to match the wall panel finish.

Concealed Fasteners: Self-drilling type, of size as required.

Provide fasteners in quantities and location as required by the manufacturer.

Flashing and Trim: Match material, finish, and color of adjacent components. Provide trim at rakes, including peak and corner assemblies, high and low eaves, corners, bases, framed openings and as required or specified to provide w