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	SECTION 13120
	STEEL BUILDING SYSTEMS
	Display hidden notes to specifier by using "Tools"/"Options"/"View"/"Hidden Text".
	** NOTE TO SPECIFIER ** Varco Pruden Buildings; pre-engineered buildings including steel framing, roof, walls and finishes. . This section is based on the products of Varco Pruden Buildings, which is located at: 3200 Players Club Circle Memphis, TN 38125 Toll Free Tel: 800-238-3246 Tel: 901-748-8000 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
		A.	Pre-engineered building and components including the following:
			1.	Structural steel frame.
			2.	Roof covering system including exterior roof panels, panel attachments, sealants, mastics, trim and flashings.
			3.	Exterior wall system including wall panels, panel attachments, sealants, mastics, trim and flashings.
	** NOTE TO SPECIFIER ** Delete items below not required for project.
		B.	Wall accessories including the following:
			1.	Service doors
			2.	Windows.
			3.	Louvers.
	** NOTE TO SPECIFIER ** Delete items below not required for project.
		C.	Roof accessories including the following:
			1.	Facade systems.
			2.	Translucent roof panels.
			3.	Gravity ventilators.
			4.	Ridge ventilators.
			5.	Roof curbs.
			6.	Roof walkways.
	1.2	RELATED SECTIONS
	** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.
		A.	Section 03300 - Cast-in-Place Concrete: Foundations and anchor bolts.
		B.	Section 08810 - Glass: Glass and glazing requirements for glazed openings.
		C.	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.
		A.	AAMA 101 - Voluntary Specification for Aluminum and Poly (Vinyl Chloride) (PVC) Prime Windows and Glass Doors; American Architectural Manufacturers Association.
		B.	American National Standards Institute (ANSI):
			1.	ANSI 156.2 - Bored and Preassembled Locks and Latches.
			2.	ANSI 250.1 - Salt Spray Resistance: Acceptance Criteria for Prime Painted Steel Doors and Frames.
			3.	ANSI 250.3 - Test Procedure and Acceptance Criteria for Factory Applied Finish Painted. Steel Surfaces for Steel Doors and Frames.
		C.	ASTM International (ASTM):
			1.	ASTM A 36/ASTM A 36M - Standard Specification for Carbon Structural Steel.
			2.	ASTM A 325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.
			3.	ASTM A 490 - Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength.
			4.	ASTM A 500 - Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.
			5.	ASTM A 529/A 529M - Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality.
			6.	ASTM A 563 - Standard Specification for Carbon and Alloy Steel Nuts.
			7.	ASTM A 572/A 572M - Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Steel.
			8.	ASTM A 653/A 653M - Standard Specification for Steel Sheets, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
			9.	ASTM A 792/A 792M - Standard Specification for Steel Sheet, 55 percent Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.
			10.	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.
			11.	ASTM B 117 - Standard Practice for Operating Salt Spray (Fog) Apparatus.
			12.	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.
			13.	ASTM D 870 - Standard Practice for Testing Water Resistance of Coatings Using Water Immersion.
			14.	ASTM D 1737 - Method of Test for Elongation of Attached Organic Coatings with Cylindrical Mandrel Apparatus.
			15.	ASTM D 1929 - Standard Test Method for Ignition Properties of Plastics.
			16.	ASTM D 2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates.
			17.	ASTM D 2794 - Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).
			18.	ASTM D 2843 - Standard Test Method for Smoke from the Burning or Decomposition of Plastics.
			19.	ASTM D 4214 - Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films.
			20.	ASTM E 72 - Standard Test Methods of Conducting Strength Tests of Panels for Building Construction.
			21.	ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
			22.	ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials.
			23.	ASTM E 283 - Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.
			24.	ASTM E 331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference.
			25.	ASTM E 774 - Standard Specification for Sealed Insulating Glass Units.
			26.	ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.
			27.	ASTM E 1886 - Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials.
			28.	ASTM E 1996 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes.
			29.	ASTM G 23 - Practice for Operating Light-Exposure Apparatus (Carbon-Arc Type) With and Without Water for Exposure of Nonmetallic Materials.
			30.	ASTM G 26 - Practice for Operating Light-Exposure Apparatus (Xenon-Arc Type) With and Without Water for Exposure of Nonmetallic Materials.
		D.	AWS D1.1 - Structural Welding Code; American Welding Society.
		E.	Factory Mutual (FM): Wind classification rating system.
		F.	IAS AC472 International Accreditation Services.
		G.	NAIMA 202 - Standard for Flexible Fiber Glass Insulation Used in Metal Buildings; North American Insulation Manufacturers Association.
		H.	SDI 100 - Recommended Specifications for Standard Steel Doors and Frames; Steel Door Institute.
		I.	UL 580 - Tests for Wind Uplift Resistance of Roof Assemblies; Underwriters Laboratories Inc.
		J.	UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials; Underwriters Laboratories Inc.
		K.	Canadian Welding Bureau: A660 Certification.
	1.4	DEFINITIONS
		A.	Building Width: Measured from outside to outside of sidewall girts. Typically edge to edge of concrete.
		B.	Building Length: Measured from outside to outside of end wall girts. Typically edge to edge of concrete
		C.	Building Line: Outside face of steel/girt.
		D.	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 or to finished floor if columns are on grout or recessed below finished floor.
		E.	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.
		F.	Roof Pitch: The ratio of the vertical rise to the horizontal run (i.e. 1:12 = 1 inch of rise for every foot of horizontal dimension).
	1.5	SYSTEM DESCRIPTION
		A.	General:
			1.	Provide 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.
			2.	Design structural systems according to professionally recognized methods and standards and legally adopted building codes.
			3.	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.
		B.	Design Requirements:
			1.	Bay size: _____.
			2.	Roof pitch: _____.
			3.	Building location zip code: _________
			4.	Roof Live Load: _____ psf (____ MPa), reducible.
			5.	Roof Live Load: _____ psf (____ MPa), non-reducible.
			6.	Ground Snow Load: _____ psf (____ MPa).
			7.	Collateral Loads: ____ psf (____ MPa). (include how much Collateral load will resist uplift _____ psf)
			8.	Rainfall intensity per hour _______
			9.	Reliability/redundancy factor: Frames _______ bracing________
			10.	Seismic Loads: Calculate in accordance with applicable code
			11.	Building use/importance category ____, Soil Profile _________, Effective Peak Velocity Related Acceleration Coefficient (Ss/Sa) ____, Effective Peak Acceleration Coefficient (S1/Sa) ____, include ____ percent of the roof snow load in seismic load calculations.
	** NOTE TO SPECIFIER ** Delete floor load requirements if not required.
			12.	Floor Load:
				a.	Live Load: ____ psf (____ MPa).
				b.	Dead Load: ____ psf (____ MPa).
				c.	Collateral Loads: ____ psf (____ MPa).
				d.	Partition Load: ____ psf (____ MPa).
				e.	Beam max deflection L/_____ Joist max deflection L/______
			13.	Dead loads, including the weight of all indicated permanent construction:
				a.	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.
			14.	Wind Loads:
				a.	Roof Wind Load: Calculate in accordance with applicable code, using ____ mph (____ km/h) Basic Wind Speed or pressure______, Exposure Category ___, and Importance Factor of ____. Wind Enclosure (enclosed, partially enclosed, open)___________________
	** NOTE TO SPECIFIER ** UL Class 90 is available for SSR (24 gage), with or without liner; Panel Rib, and SLRII. Class 60 and Class 90 is available for Panel Rib only. See the UL Roofing Materials and Systems Directory or call VP Buildings for more details. Delete the following if not required for the project.
				b.	SLRII Roof System tested and certified to meet Underwriters Laboratories UL 90 wind uplift rating with supports 5 feet (1524 mm) on center and in the 24 gage panel, meets FM1-90 and FM1-120.
				c.	SLRII Roof System approved by US Army Corps of Engineers for wind uplift resistance ASTM E 1592.
	** NOTE TO SPECIFIER ** SSR Select one of the following as required for the project, deleting the other two.
				d.	SSR Roof System tested and certified to meet Factory Mutual FM wind classification rating:
					1)	FM 1-60.
					2)	FM 1-75.
					3)	FM 1-90.
					4)	FM 1-120.
				e.	SSR Roof System tested and certified to meet Underwriters Laboratories UL 90 wind uplift rating.
					1)	Panels tested in accordance with U.S. Corp of Engineers ASTM E 1592.
					2)	Panel fastening meeting uplift requirements based on tested fastener values with appropriate Safety Factors.
					3)	Purlin strength with SSR roof panel determined and tested in accordance with AISI procedures.
				f.	Panel Rib panels are accepted for use by the Dade County Building Commission and are UL-60 and UL-90 certified.
				g.	All load and code information must be obtained directly from the Authority Having Jurisdiction.
		C.	Performance Requirements:
			1.	System to withstand gravity and lateral loads in compliance with contract documents.
			2.	Refer to contract drawings for additional concentrated loads to pre-engineered building hanger beams and support jacks.
			3.	Allowable Deflections: Deflection/drift criteria shall follow recommendations outlined in AISC Design Guide 3 and MBMA Serviceability recommendations.
			4.	Metal wall panels (interior and exterior) shall not to be used as shear elements. Specify if metal wall and girt assembly require specific deflection constraints
			5.	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) in a 24 hour period.
			6.	Design and fabricate wall and roof systems free of distortion or defects detrimental to appearance or performance. Some oil canning in rolled panels especially in the flats of the panel is normal and is not cause for rejection.
	** 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.
		D.	Serviceability Criteria: Deflection limits for major components based on VP Buildings standards unless otherwise noted. Deflection requirements on hangars with sliding or fabric doors need to be included for the door support frames both from dead load deflection in inches and uplift deflection in inches. This may differ from the building due to the specific door requirements and should be supplied to eliminate future deflection issues.
	1.6	SUBMITTALS
		A.	Submit under provisions of Section 01300.
		B.	Design Data: Provide detailed design criteria and calculations prepared by a licensed structural engineer.
		C.	Certification: Manufacturer certification that the building conforms to the contract documents and manufacturer's standard design procedures.
		D.	Shop Drawings: Show building layout, primary and secondary framing member sizes and locations, cross-sections, and product and connection details.
			1.	Anchor Bolt Installation Drawings: Layouts with minimum bolt diameters (anchors are typically by others in the metal building industry).
		E.	[ Product Data ]: Information on manufactured products to be incorporated into the project.
	** NOTE TO SPECIFIER ** Delete selection samples if colors have already been selected.
		F.	Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.
		G.	Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.
		H.	Certificates: Welder certifications
	1.7	QUALITY ASSURANCE
		A.	Manufacturer Qualifications: Not less than 5 years experience in the actual production of specified products.
			1.	Member of the Metal Building Manufacturer's Association (MBMA).
			2.	Primary manufacturer of frames, secondary steel, roof and wall sheeting, and trim.
		B.	Installer Qualifications - Firm experienced in application or installation of systems similar in complexity to those required for this project, plus the following:
			1.	Acceptable to or licensed by manufacturer.
			2.	3 years experience with systems.
			3.	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.
		C.	Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
			1.	Finish areas designated by Architect.
			2.	Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.
			3.	Refinish mock-up area as required to produce acceptable work.
	1.8	DELIVERY, STORAGE, AND HANDLING
		A.	Store products in manufacturer's unopened packaging until ready for installation.
		B.	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
		A.	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
		A.	Manufacturer shall warranty installed system for the periods described herein, starting from Date of Substantial Completion or ninety days from delivery, whichever comes first, 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.
	** NOTE TO SPECIFIER ** Delete warranty types not required.
			1.	Materials and Workmanship Warranty:
	** NOTE TO SPECIFIER ** Delete warranty period not required.
				a.	Warranty Period: 3 years, standard.
				b.	Warranty Period: 5 years, premium.
			2.	No Dollar Limit (NDL) Material and Workmanship Warranty:
	** NOTE TO SPECIFIER ** Delete warranty period not required.
				a.	Warranty Period: 3 years, standard.
				b.	Warranty Period: 5 years, premium.
			3.	Panel Rib Standard Weathertight Warranty:
				a.	Warranty Period: 10 years, standard.
			4.	SSR/SLR Standard Weathertight Endorsement:
	** NOTE TO SPECIFIER ** Delete warranty period not required.
				a.	Warranty Period: 10 years.
				b.	Warranty Period: 20 years.
			5.	SSR/SLR Optima Weathertight Endorsement:
	** NOTE TO SPECIFIER ** Delete warranty period not required.
				a.	Warranty Period: 10 years.
				b.	Warranty Period: 20 years.
			6.	No Dollar Limit (NDL) Weathertight Endorsement:
	** NOTE TO SPECIFIER ** Delete warranty period not required.
				a.	Warranty Period: 10 years.
				b.	Warranty Period: 20 years.
			7.	Structural NDL Endorsement:
	** NOTE TO SPECIFIER ** Delete warranty period not required.
				a.	Warranty Period: 10 years.
				b.	Warranty Period: 20 years.
	** NOTE TO SPECIFIER ** Delete one of the two following paragraphs. 25 year warranty is available only with the KXL pigmented paint finish or the Galvalume metallic coating.
			8.	Finish Warranty:
				a.	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 D 4214.
				b.	Finish coating shall not change color or fade in excess of 5 NBS units as determined by ASTM D 2244.
					1)	Panel finish: 25 years.
			9.	Performance Warranty: Furnish written warranty, stating sheet metal roofing system and flashing (flashing under premium warranty only) 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 10 or 20 years.
				a.	Faulty workmanship.
				b.	Defective materials including sealants and fasteners.
				c.	Water infiltration.
	PART 2	PRODUCTS
	2.1	MANUFACTURERS
		A.	Acceptable Manufacturer: Varco Pruden Buildings, which is located at: 3200 Players Club Circle ; Memphis, TN 38125; Toll Free Tel: 800-238-3246; Tel: 901-748-8000; 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.
		B.	Substitutions: Not permitted.
		C.	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.
		A.	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. Frames can have a roof pitch as low as 1/4:12 and span can typically range from 30 feet to 300 feet (9.14 m to 91.5 m) in increments of 1/16 inch (1.6 mm) spacing, with the steel yield of 55 ksi.
		B.	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 designed to support loads at bay spacing indicated. With the CB frame, vertically any width building is possible with a minimum roof slope of 1/4:12 and the ridge at any desired location. Steel is 55 ksi.
		C.	Primary Framing: Truss Beam (TB Series) open web framing utilizing roof trusses supported on uniform depth columns. Truss beams provide a clear span that supports the loads at bay spacing indicated. Minimum slope of 1/4:12. With Truss beams, virtually any width or eave height can be achieved. Columns and top and bottom chords are 55 ksi, web lattice members are 50 ksi.
		D.	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. Minimum slope of 1/4:12. With Continuous Truss, virtually any width or eave height can be achieved. Columns and top and bottom chords are 55 ksi, web lattice members are 50 ksi.
	** 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 and 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.
		E.	End Wall Framing: Corner posts, end posts and rake beams.
		F.	End Wall Framing: Half-loaded full frames.
		G.	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.
		H.	Steel Surface Preparation: SSPC-SP 2..
	2.3	SECONDARY FRAMING
		A.	Purlins: Zee-shaped; depth as required; with minimum yield strength of 60,000 psi (410 MPa); simple span or continuous span as required for design. G-30 galvanized standard material with G-90 availability. Welded members are manufacturer's standard primer.
	** NOTE TO SPECIFIER ** Delete purlin sizes not required.
			1.	Purlin Size: 7 inches (178 mm).
			2.	Purlin Size: 8.5 inches (216 mm).
			3.	Purlin Size: 10 inches (254 mm).
			4.	Purlin Size: 11.5 inches (292 mm).
		B.	Girts: Zee- or Cee-shaped; depth as required, with minimum yield strength of 60,000 psi (410 MPa); simple span or continuous span as required for design. G-30 galvanized standard material with G-90 availability. Welded members are manufacturer's standard primer.
	** NOTE TO SPECIFIER ** Delete purlin sizes not required.
			1.	Girt Size: 7 inches (178 mm).
			2.	Girt Size: 8.5 inches (216 mm).
			3.	Girt Size: 10 inches (254 mm).
			4.	Girt Size: 11.5 inches (292 mm).
		C.	Transbay Members: Bar joist, parallel chord, secondary joists; simple span, utilizing materials, sizes and yield strength as required.
		D.	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 but in most cases, 50 ksi.
		E.	Primary Frame Flange Bracing: Attached from purlins or girts to the primary framing, minimum yield strength as required for design but in most cases 60 ksi.
		F.	Truss Purlins: Truss purlins are used as roof secondary structurals when bay spacing exceeds the limits of standard zee purlins . They are constructed of cold-formed lipped hat section chords and continuous, cold-formed round tubing diagonals .
			1.	Truss purlin span range is a minimum of 14 feet 6 inches (4267 mm) up through 60 feet 0 inches (18288 mm) inclusive.
			2.	Truss purlins are available in two member depths: 20.5 inches (520 mm) and 29.5 inches (749 mm).
			3.	Truss Purlins are available in two end seat heights: 2.5 inches (63 mm) and 8.5 inches (316 mm).
			4.	Roof slope: 1/4:12 thru 5/8:12.
	** NOTE TO SPECIFIER ** Delete miscellaneous framing members not required by building configuration.
	2.4	MISCELLANEOUS FRAMING
		A.	Base Angles: 2 inch by 3 inch by 0.060 inch (50 mm by 75 mm by 1.5 mm) galvanized steel angles, with minimum yield strength of 55 ksi (380 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. Anchors are not provided by the metal building manufacturer.
		B.	Door Headers and Jambs: Zee- or Cee-shaped; depth as required; with minimum yield strength of 60 ksi (410 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.
		A.	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.
			1.	Material: Galvalume steel painted.
			2.	Material: Galvalume steel unpainted.
			3.	Material: Galvanized steel, with substrate.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			4.	Thickness: 26 gage (0.46 mm).
			5.	Thickness: 24 gage (0.58 mm).
			6.	Thickness: 22 gage (0.74 mm).
			7.	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.
			8.	Length: Continuous from eave to ridge up to 43 feet (13.1 m) in length.
			9.	End laps, where required: 4 inches (102 mm) wide, located at a support member. The KXL paint system is a PVDF finish applied to the galvalume surface to give a long life color that resists fading and chalking. KXL is a 1 mil nom. PVDF finish with 70 percent Kynar 500 or Hylar 5000 standard.
			10.	Panel rib roof will meet the requirements for UL Class 60 or 90 wind uplift. Certification includes IAS and Miami-Dade County Florida product approval.
	** 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.
		B.	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.
			1.	Side joints: Factory applied sealant for field seaming.
			2.	Material: Galvalume steel.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			3.	Thickness: 24 gage (0.58 mm).
			4.	Thickness: 22 gage (0.74 mm).
			5.	Standard Roof pitches ranges from 1/4 inch (6 mm):12 up to 4 inches (102 mm):12
			6.	Side laps: Two factory-formed interlocking ribs, with one weather sealed joint, field-seamed into place to form a double-fold 360 degree seam.
			7.	Length: Continuous from eave to ridge up to 52 feet (15.9 m) in length.
			8.	End laps, where required: 4 inches (102 mm) wide, located at a support member.
			9.	Panel-to-roof purlin structural attachments: SSR clips with movable tabs which interlock with seamed SSR panel ribs and provide for 1-5/8 inches (41 mm) of panel movement in either direction from center of clip to compensate for thermal effects.
			10.	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.
			11.	Rake edge of roof shall be attached to the building structure in a manner which will allow thermal expansion of the SSR roof panels along the gables and will provide the uplift resistance required by code.
			12.	SSR roof will meet the requirements for UL Class 90 wind uplift and FM Class 1-60, 1-75, 1-90 and 1-120. Certification includes IAS.
			13.	The KXL paint system is a PVDF finish applied to the galvalume surface to give a long life color that resists fading and chalking. KXL is a 1 mil nom. PVDF finish with 70 percent Kynar 500 or Hylar 5000 standard.
			14.	Exposed fasteners are stainless steel capped painted to match the selected color from the VP color chart or special ordered if a special color roof is provided.
	** NOTE TO SPECIFIER ** SLRII Architectural Standing Seam Roof panels are field seamed using a seaming machine. SLRII 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)
		C.	Roof Panels: SLRII 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.
			1.	Material: Galvalume steel.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			2.	Thickness: 24 gage (0.61 mm), with 2 inch (50 mm) standing seam.
			3.	Thickness: 22 gage (0.76 mm), with 3 inch (75 mm) standing seam.
			4.	Side joints: Factory applied sealant for field seaming
			5.	Length: Continuous from eave to ridge up to 42 feet (12.8 m) in length.
			6.	End laps, where required: 5 inches (127 mm) wide, located at a support member.
			7.	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.
			8.	The KXL paint system is a PVDF finish applied to the galvalume surface to give a long life color that resists fading and chalking. KXL is a 1 mil nom. PVDF finish with 70 percent Kynar 500 or Hylar 5000 standard.
			9.	UL-90 wind uplift rating is available with support at 60 inches (1524 mm) on center. SLRII is also US Army Corps of Engineers approved for wind uplift resistance. Thermalblock is included.
	2.6	WALL COVERING SYSTEM
		A.	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.
			1.	Material: Galvalume steel, unpainted.
			2.	Material: Galvanized steel, with G90/Z275 coating.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			3.	Thickness: 26 gage (0.46 mm).
			4.	Thickness: 24 gage (0.58 mm).
			5.	Thickness: 22 gage (0.74 mm).
			6.	Side laps: Two fully overlapping major ribs secured together with 1/4 inch (6 mm) diameter color-matched carbon steel fasteners.
			7.	Length: Continuous from sill to eave up to 43 feet (12.8 m) in length.
			8.	End laps, where required: 4 inches (100 mm) wide, located at a support member.
	** NOTE TO SPECIFIER ** Delete two of the following three paragraphs.
			9.	Crimp panels at the base to achieve no gaps against the foundation greater than 1/16 inch and notch to match roof panel configuration at the eave.
			10.	Cut panels square at each end.
			11.	Cut panels square at each end; provide base trim at sill and closure plugs.
			12.	The KXL paint system is a PVDF finish applied to the zinc or zinc aluminum coated steel to give a long life color that resists fading and chalking. KXL is a 1 mil nom. PVDF finish with 70 percent Kynar 500 or Hylar 5000standard.
			13.	Certification includes IAS Miami-Dade County Florida product approval.
		B.	Wall Panel: RPR (reverse 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.
			1.	Material: Galvalume steel, unpainted.
			2.	Material: Galvanized steel, with G90/Z275 coating.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			3.	Thickness: 26 gage (0.45 mm).
			4.	Thickness: 24 gage (0.61 mm).
			5.	Thickness: 22 gage (0.76 mm).
			6.	Side laps: Two fully overlapping major ribs secured together with 1/4 inch (6 mm) diameter color-matched carbon steel fasteners.
			7.	Length: Continuous from sill to eave up to 43 feet (12.8 m) in length.
			8.	End laps, where required: 4 inches (100 mm) wide, located at a support member.
	** NOTE TO SPECIFIER ** Delete two of the following three paragraphs.
			9.	Cut panels square at each end.
			10.	Cut panels square at each end; provide base trim at sill.
			11.	The KXL paint system is a PVDF finish applied to the zinc or zinc aluminum coated steel to give a long life color that resists fading and chalking. KXL is a 1 mil nom. PVDF finish with 70 percent Kynar 500 or Hylar 5000 standard.
			12.	Certification includes IAS and Miami-Dade County Florida product approval.
		C.	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 embossed finish.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs. Galvalume is not normally furnished painted. For pre-painted finish select galvanized.
			1.	Material: Galvalume steel, unpainted.
			2.	Material: Galvanized steel, with G90/Z275 coating.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			3.	Thickness: 26 gage (0.45 mm).
			4.	Thickness: 24 gage (0.61 mm).
			5.	Thickness: 22 gage (0.76 mm).
			6.	Side laps: At least one full major rib, with a supporting member bearing edge on the lower panel.
			7.	Length: Continuous from sill to eave up to 39 feet (11.9 m) in length.
			8.	End Laps: Located at a support member, where required.
			9.	Cut panels square at ends; provide base trim at sill.
			10.	The KXL paint system is a PVDF finish applied to the galvalume surface to give a long life color that resists fading and chalking. KXL is a 1 mil nom. PVDF finish with 70 percent Kynar 500 or Hylar 5000 standard.
	** NOTE TO SPECIFIER ** Optional insulating systems consisting of interior semi-rigid blanket insulation and/or rigid board insulation are available.
		D.	Wall Panel: TextureClad wall panel has the rich texture of stucco with the convenience of a metal wall panel.
			1.	Each TextureClad panel is manufactured from 20 gage galvanized steel.
			2.	Installed panel width is 16 inches (406 mm) and can be ordered from 14 inches (356 mm) to 26 feet (7925 mm) long.
			3.	Top and bottom of every panel has a 5/8 inch (16 mm) fold back. Formed ends allow the panel to nest end to end for stacking up a vertical wall.
			4.	This is a concealed fastener system that works best with the available hat channel sections from VP.
			5.	TextureClad is available with a 20 year finish warranty.
			6.	Trim colors only include VP standard colors and not panel match colors. Color match trim can be supplied for additional fees.
			7.	Wall Panel: ImpressaClad, same panel as Textureclad but does not come with the stucco finish. ImpressaClad is embossed to reduce the oil canning and give an architectural appeal.
			8.	ImpressaClad finishes meet Kynar 500 specifications.
			9.	ImpressaClad meets the following test methods- ASTM D 2794, ASTM D 1737, ASTM G 26, ASTM E 1592, ASTM E 72, ASTM D 870, ASTM B 117, ASTM G 23, ASTM E 1886, ASTM E 1996 and Dade County, Florida approval.
		E.	Wall Panel: ThermalClad Reveal panel; 42 inch (1067 mm) wide sturdy insulated sandwich panel ideal for most commercial and industrial applications.
			1.	26 gage interior and exterior faces. The exterior panel is factory-formed with bold vertical lines to present and attractive and durable finish wall.
			2.	The embossed G-90 steel exterior panels are coated in 70 percent fluoropolymer finish to provide long term low maintenance performance.
			3.	Interior panels are planked design 26 gage steel, factory coated with white polyester finish.
			4.	USDA approved finishes available
			5.	Offset double tongue and groove side joints
			6.	R-value up to R-34.9
			7.	Clips and fasteners concealed in side joints
			8.	Standard lengths from 8 feet to 40 feet (2.4 m to 12.2 m)
	** NOTE TO SPECIFIER ** Delete thickness options not required.
			9.	Thickness: 2 inch (51 mm).
			10.	Thickness: 2.5 inch (63.5 mm).
			11.	Thickness: 3 inches (76 mm).
			12.	Thickness: 4 inches (102 mm).
			13.	Exterior panels meet Kynar 500 and Hylar 5000 specifications
			14.	Tests and approvals include; FM 4880, FM 4881, Dade County Florida air and water infiltration tests AAMA 501, ASTM E 283 and E 331.
		F.	Wall Panel: ThermalClad Planked panel; 42 inch (1067 mm) wide sturdy insulated sandwich panel ideal for exterior walls or interior partition applications.
			1.	26 gage interior and exterior faces. Matching profile design on exterior and interior panel factory formed with vertical lines to present an attractive durable finish.
			2.	The embossed G-90 steel exterior panels are coated in 70% fluoropolymer finish to provide long term low maintenance performance.
			3.	USDA approved finishes available
			4.	Offset double tongue and groove side joints
			5.	R-value up to R-34.9
			6.	Clips and fasteners concealed in side joints
			7.	Standard lengths from 8 feet to 40 feet (2.4 m to 12.2 m)
	** NOTE TO SPECIFIER ** Delete thickness options not required.
			8.	Thickness: 2 inch (51 mm).
			9.	Thickness: 2.5 inch (63.5 mm).
			10.	Thickness: 3 inches (76 mm).
			11.	Thickness: 4 inches (102 mm).
			12.	Exterior panels meet Kynar 500 and Hylar 5000 specifications
			13.	Tests and approvals include; FM 4880, FM 4881, Dade County Florida air and water infiltration tests AAMA 501, ASTM E 283 and E 331.
		G.	Wall Panel: ThermalClad Architectural panel; 36 inch (914 mm) wide high performance, flat insulated panel, ideal for architectural projects requiring thermal protection.
			1.	22 gage exterior and 26 gage interior panel. This panel is designed for high profile applications that require a flush exterior wall finish
			2.	The G-90 steel exterior panels are coated in 70 percent fluoropolymer finish to provide long term low maintenance performance.
			3.	The interior panel are planked style 26 gage steel, factory coated with a white polyester finish.
			4.	USDA approved finishes available
			5.	Offset double tongue and groove side joints
			6.	R-value up to R-34.9
			7.	Clips and fasteners concealed in side joints
			8.	Non-CFC polyurethane core
			9.	Standard lengths from 8 feet to 32 feet (2.4 m to 9.75 m)
	** NOTE TO SPECIFIER ** Delete thickness options not required.
			10.	Thickness: 2 inch (51 mm).
			11.	Thickness: 2.5 inch (63.5 mm).
			12.	Thickness: 3 inches (76 mm).
			13.	Thickness: 4 inches (102 mm).
			14.	Exterior panels meet Kynar 500 and Hylar 5000 specifications
			15.	Tests and approvals include; FM 4880, FM 4881, Dade County Florida air and water infiltration tests AAMA 501, ASTM E 283 and E 331.
		H.	Tuff-Wall insulated panel: a 42 inch (1067 mm) wide, double walled foam insulated panel with an attractive and durable textured finish.
			1.	The masonry look of stucco with the efficiency of an insulated metal panel.
			2.	10 year limited warranty
			3.	Lengths up to 40 feet (12192 mm)
			4.	The panel's textured surface has a hard aggregated fiber reinforced polymer coating created with factory applied Tuff-Cote finish system
			5.	Interior and exterior panel is 26 gage metal. Interior panel can function as the finish interior wall.
			6.	Exterior metal walls are a sturdy 26 gage steel, surrounding an insulated core of foamed in place; blister free, non-CFC polyurethane.
			7.	Tests and approvals include; FM 4880, FM 4881, Dade County Florida air and water infiltration tests AAMA 501, ASTM E 283 and E 331.
	** NOTE TO SPECIFIER ** Delete thickness options not required.
			8.	Thickness: 2 inch (51 mm).
			9.	Thickness: 2.5 inch (63.5 mm).
			10.	Thickness: 3 inches (76 mm).
			11.	Thickness: 4 inches (102 mm).
		I.	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.
			1.	Material: Galvanized steel with G90/Z275 coating.
			2.	Thickness: 28 gage (0.30 mm).
			3.	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.
			4.	Provide partial height wall liner panels, refer to drawings.
			5.	Provide eave height liner panels.
			6.	Provide full height liner panels.
			7.	Provide liner panel wainscot to 7 feet 5-1/4 inches (2266 mm).
		J.	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.
			1.	Material: Galvalume steel, unpainted.
			2.	Material: Galvanized steel with G90/Z275 coating.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			3.	Thickness: 26 gage (0.45 mm).
			4.	Thickness: 24 gage (0.61 mm).
			5.	Length: Continuous from sill to eave up to 41 feet (12.5 m) 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.
			6.	Provide partial height wall liner panels, refer to drawings.
			7.	Provide eave height liner panels.
			8.	Provide full height liner panels.
			9.	Provide liner panel wainscot to 7 feet 5-1/4 inches (2266 mm).
		K.	Soffit Panels: Match Panel Rib wall panels.
		L.	Soffit Panels: Match Vee Rib wall panels.
		M.	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).
			1.	Material: Prefinished Galvalume.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs.
			2.	Thickness: 24 gage (0.61 mm).
			3.	Thickness: 22 gage (0.76 mm).
			4.	Side joints: Continuous interlocking side joints with concealed fasteners.
			5.	Panel length: 24 inch (610 mm) minimum to 30 feet (9100 mm), maximum.
	2.7	INSULATION
	** NOTE TO SPECIFIER ** Delete insulation type and descriptions not required.
		A.	Schedule:
			1.	Roof insulation: Nominal values:
				a.	Blanket insulation - 3 inches (76 mm); R-value: 10.
				b.	Blanket insulation - 3.5 inches (89 mm); R-value: 11.
				c.	Blanket insulation - 4 inches (100 mm); R-value: 13.
				d.	Blanket insulation - 5 inches (127 mm); R-value: 16.
				e.	Blanket insulation - 6 inches (150 mm); R-value: 19.
				f.	Blanket insulation thermal blocks.
				g.	Blanket insulation super thermal blocks.
				h.	Rigid board insulation - 1-1/2 inches (38 mm); R-value: 10.1.
				i.	Rigid board insulation - 2 inches (50 mm); R-value: 13.
				j.	Rigid board insulation - 2-1/2 inches (63 mm); R-value: 15.8.
			2.	Wall Insulation: Nominal values:
				a.	Blanket insulation - 3 inches (76 mm); R-value: 10.
				b.	Blanket insulation - 3.5 inches (89 mm); R-value: 11.
				c.	Blanket insulation - 4 inches (100 mm); R-value: 13.
				d.	Blanket insulation - 5 inches (127 mm); R-value: 16.
				e.	Blanket insulation - 6 inches (150 mm); R-value: 19.
				f.	Rigid board insulation - 1-1/2 inches (38 mm); R-value: 10.1.
				g.	Rigid board insulation - 2 inches (50 mm); R-value: 13.
				h.	Rigid board insulation - 2-1/2 inches (63 mm); R-value: 15.8.
		B.	Blanket Insulation: Glass fiber, with factory laminated facing material
			1.	Glass fiber: Odorless, neutral colored, long filament, flexible resilient, produced in compliance with NAIMA 202-96.
			2.	Flame spread Index: The composite of fiberglass and facing shall have surface burning characteristics not to exceed 25 flame spread when tested in accordance with UL 723 or ASTM E 84 test methods.
			3.	Smoke Developed Index: not to exceed 50 smoke development when tested in accordance with UL 723 or ASTM E 84 test methods.
			4.	UL Classified.
	** NOTE TO SPECIFIER ** Delete all but one of the following paragraphs on facing. If no facing is required, delete all paragraphs.
			5.	Plain Vinyl Facing: White vinyl; embossed, 0.0032 inch (0.09 mm) thick plus or minus 10 percent; permeance in compliance with ASTM E 96 1.00 perm (5.17 ng/Ns). fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			6.	WMP-VR (PSK-LD) Facing: White polypropylene film fiberglass and polyester scrim; reinforced 11# natural kraft, 0.0015 inch (thick plus or minus 10 percent; permeance in compliance with ASTM E 96 1.00 perm (5.17 ng/Ns). Tri-directional fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723. #11 natural kraft.
			7.	WMP-VR (PSK-LD) Facing: Black polypropylene film fiberglass and polyester scrim; reinforced 11# natural kraft, 0.0015 inch (thick plus or minus 10 percent; permeance in compliance with ASTM E 96 1.00 perm (5.17 ng/Ns). Tri-directional fiberglass and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723. #11 natural kraft.
			8.	WMP-10 (PSK-SD) Facing: White polypropylene film metallization fiberglass and polyester scrim 14# white craft. 0.0015 inch (thick plus or minus 10 percent; permeance in compliance with ASTM E 96 0.02 perm (1.15 ng/Ns). Tri-directional fiberglass/polyester. Facing meeting Flame spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			9.	WMP-10 (PSK-SD) Facing: Black polypropylene film metallization fiberglass and polyester scrim 14# white craft. 0.0015 inch (thick plus or minus 10 percent; permeance in compliance with ASTM E 96 0.02 perm (1.15 ng/Ns). Tri-directional fiberglass/polyester. Facing meeting Flame spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			10.	WMP-30 (PSK-HD) Facing: White polypropylene film metallization fiberglass and polyester scrim, .0015 thick, 0.02 perms (1.15 ng/Ns). Kraft= natural 30#. Tri-directional fiberglass/polyester and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			11.	WMP-30 (PSK-HD) Facing: Black polypropylene film metallization fiberglass and polyester scrim, .0015 thick, 0.02 perms (1.15 ng/Ns). Kraft= natural 30#. Tri-directional fiberglass/polyester and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			12.	WMP-50 (PSKP) Facing: White polypropylene film fiberglass and polyester scrim core metalized polyester, .0015 thick, 0.02 perms (1.15 ng/Ns). Film is metalized polyester .0005 inches. Tri-directional fiberglass/polyester and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			13.	WMP-50 (PSKP) Facing: Black polypropylene film fiberglass and polyester scrim core metalized polyester, .0015 thick, 0.02 perms (1.15 ng/Ns). Film is metalized polyester .0005 inches. Tri-directional fiberglass/polyester and facing meeting Flame Spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			14.	R-3035 HD (FSK-HD) Facing: Foil .0005 thick; barrier coating= elastomeric polymer, reinforcing= tri-directional fiberglass, ., 0.02 perms (1.15 ng/Ns). Film is natural craft 30#. facing meeting Flame spread of 25 or less, Smoke Developed of 50 or less, when tested in accordance with UL 723.
			15.	WMP-F (PSF) Facing: White polypropylene film fiberglass scrim aluminum foil .0015 thick; reinforcing= Bi-directional fiberglass, ., 0.02 perms (1.15 ng/Ns). Foil facing .0003 inches. facing meets Flame Spread of 10 or less, Smoke Developed of 20 or less, when tested in accordance with UL 723 on film side.
			16.	WMP-F (PSF) Facing: Black polypropylene film fiberglass scrim aluminum foil .0015 thick; reinforcing= Bi-directional fiberglass, ., 0.02 perms (1.15 ng/Ns). Foil facing .0003 inches. facing meets Flame Spread of 10 or less, Smoke Developed of 20 or less, when tested in accordance with UL 723 on film side.
			17.	WMP-VR-R (PSP) Facing: White polypropylene film fiberglass and polyester scrim metalized polyester .0015 thick; reinforcing= Tri-directional fiberglass, ., 0.02 perms (1.15 ng/Ns). Film= Metalized Polyester .0005 inches. Facing meets Flame Spread of 10 or less, Smoke Developed of 35 or less, when tested in accordance with ASTM E 84/ UL 723 on polypropylene side.
			18.	WMP-VR-R (PSP) Facing: Black polypropylene film fiberglass and polyester scrim metalized polyester .0015 thick; reinforcing= Tri-directional fiberglass, ., 0.02 perms (1.15 ng/Ns). Film= Metalized Polyester .0005 inches. Facing meets Flame Spread of 10 or less, Smoke Developed of 35 or less, when tested in accordance with ASTM E 84/ UL 723 on polypropylene side.
			19.	Gymguard: Facing = White film (metalized polypropylene) .0015 inches, fabric facing = Fiberglass polyester blend 75#. .02 perm (1.15 ng/Ns). Fire testing per ASTM E 84/ UL 723 on fabric side= flame spread of 5 or less, smoke development of 40 or less.
			20.	Areanshield: Facing = foil (Aluminum) .0003 inches. Fabric facing = Fiberglass polyester blend 75#. .02 perm (1.15 ng/Ns). Fire testing per ASTM E 84/ UL 723 on fabric side= flame spread of 5 or less, smoke development of 5 or less.
			21.	Provide facing 3 inches (75 mm) wider than blanket on both edges.
			22.	Width: As required for installation.
		C.	Rigid Board Insulation: Glass-fiber-reinforced polyisocyanurate foam core, laminated between 1.0 mil smooth, reflective aluminum foil facers on both sides.
			1.	Facer Finish: ________.
			2.	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.
		D.	Thermal Blocks: High density, 3/4 inch (19 mm) thick expanded polystyrene, for installation over the purlin.
		E.	Thermal Blocks: Superblock; 1 inch by 3-1/2 inch (25 mm by 89 mm) extruded polystyrene thermal spacer strips capped by 22 gage (0.76 mm) galvanized channels, with swaged 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.
				a.	Sky-Web II: Superior fall protection and insulation support for pre-engineered buildings.
					1)	The Sky-Web II system has a flame spread index of 3 or less and a smoke developed index of less than 10 as tested in accordance with U.L. 723.
						a)	The system is compatible with all VP framing systems.
						b)	The system should be ordered so splices are made at the frame lines.
					2)	The basic mesh is knotted mesh on a 2.75 inch x 2.75 inch grid. The mesh is made from twisted twine of DuPont nylon type 6-6 fiber. The mesh covering the interior bays is made from #21 twine.
					3)	The mesh has double selvage along the two edges in the machined direction.
	2.8	WALL ACCESSORIES
	** NOTE TO SPECIFIER ** 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.
		A.	Windows: Extruded aluminum frames with extruded aluminum sash of 6063-T5 alloy, complying with AAMA 101 performance and testing requirements for:
			1.	Grade: ___.
			2.	Class: ___.
			3.	Screens: 18 by 16 black fiberglass mesh.
			4.	Finish on all exposed areas of aluminum windows and fins: Baked enamel complying with AAMA 603.8.
			5.	Color: Manufacturer's standard bronze.
	** NOTE TO SPECIFIER ** Horizontal sliders can be used with any of the wall panels. Verify current window models available from pre-engineered building manufacturer.
			6.	Type: Horizontally sliding.
			7.	Type: Casement, project-out, single hung.
			8.	Type: Fixed.
	** NOTE TO SPECIFIER ** Delete paragraphs below that are not required.
			9.	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(clear or obscured), 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).
	** NOTE TO SPECIFIER ** Delete paragraphs below that are not required.
			15.	Sizes for Panel Rib and Vee Rib Walls: 2060 clear fixed- insulated.
			16.	Sizes for Panel Rib and Vee Rib Walls: 3030 horizontal slide- clear or obscure glass- insulated.
			17.	Sizes for Panel Rib and Vee Rib Walls: 6030 horizontal slide- clear or obscure glass- insulated.
			18.	Sizes for Panel Rib and Vee Rib Walls: 6040 horizontal slide- clear or obscure glass- insulated.
			19.	Sizes for Panel Rib and Vee Rib Walls: 3040 single hung- clear glass- insulated
		B.	Service Doors:
			1.	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).
			2.	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.
			3.	Type: Full flush.
			4.	Type: Half glass.
			5.	Type: Narrow lite style.
			6.	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.
			7.	Hardware reinforcements: Comply with SDI 100; locate so that door and frame are non-handed.
			8.	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.
			9.	Weatherstripping: At jambs, head and sill, complying with water and air resistance requirements of SDI 115 and SDI 116.
			10.	Hardware:
				a.	One key in-knob cylindrical lockset per opening.
				b.	One mullion and one pair surface bolts per double door opening.
				c.	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.
	** NOTE TO SPECIFIER ** Delete if not required.
		C.	700 Series Pre-Assembled:
	** NOTE TO SPECIFIER ** Delete sizes not required.
			1.	Size: 3070.
			2.	Size: 4070.
			3.	Size: 6070.
			4.	Description: Beige only primed, UL fire rated, wind rated, jamb extensions, multiple keying options, half glass, vertical glass, kick plates and crash chains.
			5.	Doors: 18 gauge galvanized (A60), polyurethane, R11, insulated core, interlocking seam. Doors meet commercial Steel Door Institute (SDI) standards.
			6.	Frames: Welded frame, 16 gauge galvanized (A60), 5-3/4 inch (146 mm) standard frame profile, interlocking corner connection (then welded). Frames meet (SDI) standards.
			7.	Locks: Shlage Grade 2, AL53PD-626-SAT. Meet ANSI A156.2 series 4000, grade 1 requirements. Three-year warranty. Thru bolted for added strength. Free wheeling vandal resistant lever.
			8.	Subjambs: Proprietary offset subjamb/jamb anchor system - tested to 1,000,000 cycles. 16 gauge galv. (A40 min.) subjamb. Polyethylene block anchors stiffen jambs and allow for offset design. Self trimming, no jamb trim required.
			9.	Paint Finish: All doors and frame have a baked-on beige primer coat meeting ANSI A250.1 standards. Paint test for salt spray, humidity, and adhesion.
			10.	Hinges: Ball bearing silver powder coat hinges with security non-removable pins.
		D.	500 Series Pre-Assembled:
	** NOTE TO SPECIFIER ** Delete sizes not required.
			1.	Size: 3070.
			2.	Size: 4070.
			3.	Size: 6070.
	** NOTE TO SPECIFIER ** Delete primer option not required.
			4.	Primer: Bronze primed.
			5.	Primer: White primed.
			6.	Description: UL fire rated, 110/140 MPH rated, jamb extensions, multiple keying options, half glass, vertical glass, kick plates and crash chains.
			7.	Doors: 18 gauge galvanized (A40), polyurethane core, square edge. Flush mounted top channel. Doors meet commercial Steel Door Institute (SDI) standards.
			8.	Frames: 16 gauge galvanized (A40), 5-3/4 inch (146 mm) frame depth with 2 inch (51 mm) x 2 inch (51 mm) header and 4 inch (102 mm) x 1-3/4 inch (44.5 mm) subframe header. Frames meet (SDI) standards.
			9.	Locks: Falcon grade 2 W511-626 Dane. Thru bolted strength. Free wheeling vandal resistant lever. Two-year warranty.
			10.	Subjambs: 16 gauge subjambs replace the need for a framed opening. Full 86 inches (2184 mm) in height and can be modified to fit various wall conditions. 12 gauge adjustable clips to attach to the girt and floor.
			11.	Pre-Painted: All doors and frames are baked-on paint finish, meeting ANSI A250.3 standards. Tested for salt spray, humidity, abrasion and adhesion.
			12.	Hinges: Ball bearing silver powder-coated hinges with security non-removable pins.
		E.	500 Series Knock Down:
	** NOTE TO SPECIFIER ** Delete sizes not required.
			1.	Size: 3070.
			2.	Size: 4070.
			3.	Size: 6070.
	** NOTE TO SPECIFIER ** Delete primer option not required.
			4.	Primer: Bronze primed.
			5.	Primer: White primed.
			6.	Description: UL fire rated, 110/120/130/140 MPH rated, jamb extensions, multiple keying options, half glass, vertical glass, kick plates and crash chains.
			7.	Doors: 18 gauge galvanized (A40), polyurethane core, square edge. Flush mounted top channel. Doors meet commercial Steel Door Institute (SDI) standards.
			8.	Frames: 16 gauge galvanized (A40), 5-3/4 inch (146 mm) frame depth with 2 inch (51 mm) x 2 inch (51 mm) header and 4 inch (102 mm) x 1-3/4 inch (44.5 mm) subframe header. Frames meet (SDI) standards.
			9.	Locks: Falcon grade 2 W511-626 Dane. Thru bolted strength. Free wheeling vandal resistant lever. Two-year warranty.
			10.	Subjambs: 16 gauge subjambs replce the need for a framed opening. Full 86 inches (2184 mm) in height and can be modified to fit various wall conditions. 12 gauge adjustable clips to attach to the girt and floor.
			11.	Pre-Painted: All doors and frames are baked-on paint finish, meeting ANSI A250.3 standards. Tested for salt spray, humidity, abrasion and adhesion.
			12.	Hinges: Ball bearing silver powder-coated hinges with security non-removable pins.
		F.	Louvers: 18 gage (1.22 mm) G-90 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.
			1.	Type: Fixed blade.
			2.	Type: Operable blade, with weather-stripped blades and 15 feet (4575 mm) of pull chain with dogging clip. Blades open up to 45 degrees.
			3.	Self flashing to VP Panel Rib, reverse panel rib, Stran-Lok or Vee Rib wall panels
			4.	Screen: Exterior mounted, removable insect screen.
			5.	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.
			6.	Size: 3 feet by 3 feet (915 by 915 mm).
			7.	Size: 4 feet by 3 feet (1220 by 915 mm).
			8.	Color: Manufacturer's standard bronze.
		G.	Wall Openings: Cold-formed sheet metal framing concealed with manufacturer's standard colored trim.
	** NOTE TO SPECIFIER ** Delete roof accessories not required.
	2.9	ROOF ACCESSORIES
		A.	Eave Gutters: Roll-formed 26 gage (0.45 mm) steel sheet, with gutter straps, fasteners and joint sealant; manufacturer's standard color.
			1.	Downspouts: 29 gage 4 inches by 5 inches (100 by 125 mm) in 10 foot (3050 mm) lengths, with downspout elbows and downspout straps; same color as wall panels unless specified otherwise.
		B.	Multi-Gutters and Valley Gutters: 0.059 inch (1.5 mm)(17 gage) thick cold-formed steel sheet.
			1.	Finish: G90/Z275 galvanized coated.
			2.	Joints: mechanically fastened.
			3.	VP provides gutter wedges only. Gutter liner and all outlet material for water drainage is typically by others.
	** 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.
		C.	Translucent Roof Panels: Tuf-Lite; UV stabilized thermosetting polyester resin reinforced with chopped and woven roving glass fiber; manufacturer's standard configuration.
			1.	Color: White exterior surface and minimum 55-60 percent light transmittance.
			2.	Self-ignition temperature: 650 degrees F (343 degrees C) or greater, when tested in accordance with ASTM D 1929.
			3.	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.
			4.	Extent of burning: 1 inch (25.4 mm) or less, when tested in accordance with ASTM D 635.
			5.	Rate of burning: 2.5 inches (64 mm) per minute or less, when tested in accordance with ASTM D 635.
			6.	Tuf-lites are available with UL Class 90.
			7.	Optional condensation pans are also available.
			8.	Seamed in rails for the Tuf-lite only come in one color (Egyptian White) and must be field painted to match other colors if required.
		D.	Tuf-Dome: Raised dome design for attractive architectural appearance.
			1.	Designed to fit roof panel profile for superior weathertightness.
			2.	High side is curved to divert water flow
			3.	Supports up to 300 lbs. The superior clarity of the material allows for a higher level of natural light transmission and yellowing, cracking, fading and has been tested to withstand high winds, hail, ice or other weather conditions.
			4.	Tuf-dome can be used with burglar bars and can be used in new construction or retro-fit applications.
			5.	Overall Dimensions: 46 inch (1168 mm) L x 60 inch (1524 mm) W x 16 inch (406 mm) H with an opening that measures 40 inch (1016 mm) L x 54 inch (1372 mm) W.
		E.	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. Exterior material is 26 gage metal
			1.	Color:Manufacturer's standard white.
	** NOTE TO SPECIFIER ** Delete the following paragraph if not required.
			2.	Provide insulation retaining ring at interior.
			3.	One piece stamped rain cap
		F.	Ridge Ventilators: 10 feet (3050 mm) long, 24 gage 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.
			1.	Throat opening:9 inches (229 mm).
			2.	Throat opening: 12 inches (305 mm).
	** NOTE TO SPECIFIER ** Delete the following paragraph if not required.
			3.	Connect individual vents to form continuous ridge vent with up to 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.
		G.	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.
			1.	Face: Panel Rib wall panels.
			2.	Face: Vee Rib wall panels.
			3.	Face: As indicated on drawings.
	** NOTE TO SPECIFIER ** Delete one of the two paragraphs below.
			4.	Face Style: Vertical.
			5.	Face Style: Mansard with incline of _____.
			6.	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.
			7.	Close space between facade and roof with gutter.
			8.	Provide standard eave gutter on roof with open space between gutter and back side of facade.
			9.	Back Side: Closed with standard wall panels.
			10.	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.
		H.	Light Facade System: Facade mounted on the roof, with through the roof structural attachments; G90/Z275 galvanized cold-formed light gage steel framing.
			1.	Face: Panel Rib wall panels.
	** NOTE TO SPECIFIER ** Delete one of the two paragraphs below.
			2.	Face style: Vertical.
			3.	Face style: Mansard with incline of _____.
			4.	Height: ___ feet (____ mm), with bottom edge at 1 foot (305 mm) below building eave line.
			5.	Provide standard eave gutter on roof with open space between gutter and back side of facade.
			6.	Back side: Closed with standard wall panels.
			7.	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.
		I.	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.
			1.	Top of curbs horizontal with 1-1/2 inch (38 mm) perimeter flange.
			2.	Curb walls insulated with 1-1/2 inch (38 mm), 3 pcf (48 kg/cu m) density rigid glass fiber insulation.
			3.	Water diversion: Integral 4 inch (102 mm) high by full length cricket on upslope side.
			4.	Exposed curb flanges pre-drilled for correct fastener locations.
			5.	Upslope and down slope curb flanges with integral welded inside and outside cell closures compatible with the roof panel profile.
			6.	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.
			7.	Opening size: As indicated on drawings.
			8.	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.
			9.	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.
			12.	Curbs for SSR Roof panels: Concealed fastener.
	** 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.
		J.	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.
			1.	Planks: Interlocking, with slip resistant die formed tooth pattern on surface.
	** NOTE TO SPECIFIER ** Delete three of the four paragraphs below.
			2.	Width: As indicated on drawings.
			3.	Width:18 inches (457 mm).
			4.	Width: 24 inches (610 mm).
			5.	Width: 36 inches (915 mm).
			6.	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
		A.	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 55,000 psi (380 MPa).
		B.	Galvanized Structural Steel Material for Use in Roll Formed or Press Broken Secondary Structural Members: ASTM A 563, with minimum yield strength of 60,000 psi (410 MPa).
		C.	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).
		D.	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.
		E.	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.
		F.	Structural Bolts and Nuts Used with Primary Framing: High strength, ASTM A 325 bolts and ASTM A563 Grade C nuts.
		G.	Bolts and Nuts Used with Secondary Framing Members: High Strength ASTM A 325 Bolts and ASTM A 563 Grade C nuts.
		H.	Panel Fasteners:
			1.	For Galvalume and KXL finished roof panels: Stainless steel-capped carbon steel fasteners with integral sealing washer.
			2.	For wall panels: Coated carbon steel.
			3.	Color of exposed fastener heads to match the wall panel finish.
			4.	Concealed Fasteners: Self-drilling type, of size as required.
			5.	Provide fasteners in quantities and location as required by the manufacturer.
		I.	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 weathertightness and a finished appearance.
		J.	Plastic Parts:Glass fiber reinforced resin or thermoformed ABS (Acrylonitrile-Butadiene-Styrene).
			1.	ABS: Minimum 1/8 inch (3 mm) thick.
	** NOTE TO SPECIFIER ** Plastic parts are used for peak caps and corner caps and other similar parts. They come in only 2 colors, white or bronze.
			2.	Color: Manufacturer's standard color.
		K.	Sealants, Mastics and Closures: Manufacturer's standard type.
			1.	Provide at roof panel end laps, side laps, rake, eave, transitions and accessories as required to provide a weather resistant roof system; use tape mastic or gun grade sealant at side laps and end laps.
	** NOTE TO SPECIFIER ** Wall panel side and end laps are not normally sealed.
			2.	Provide at wall panel rakes, eaves, transitions and accessories.
			3.	Closures: Formed to match panel profiles; closed cell elastic material, manufacturer's standard color.
			4.	Tape mastic: Pre-formed butyl rubber-based, non-hardening, non-corrosive to metal; white or light gray.
			5.	Gun grade sealant: Non-skinning synthetic Elastomeric based material; gray or bronze.
	2.11	FABRICATION
		A.	Fabrication: Fabricate according to manufacturer's standard practice.
			1.	Fabricate structural members made of welded plate sections by jointing the flanges and webs by continuous automatic submerged arc welding process.
			2.	Welding operators and processes: Qualified in accordance with AWS D1.1.
			3.	Field connections: Prepare members for bolted field connection by making punched, drilled, or reamed holes in the shop.
		B.	Component Identification: Mark all fabricated parts, either individually or by lot or group, using an identification marking corresponding to the marking shown on the shop drawings, using a method that remains visible after shop painting.
	2.12	FINISH
	** NOTE TO SPECIFIER ** Insert values for each component selection made.
		A.	Schedule of Finishes:
			1.	Roof finish and color: ________.
			2.	Wall finish and color: ________.
			3.	Mansard panel finish and color: ________.
			4.	Liner panel finish and color: ________.
			5.	Soffit panels finish and color: ________.
	** NOTE TO SPECIFIER ** The purpose of standard shop coat is to provide protection for the structural steel members during transportation, during temporary jobsite storage and during erection. The shop coat does not provide the uniformity of appearance or the durability and protection of appropriate field finish coat(s) of paint. ** NOTE TO SPECIFIER ** The erector is responsible for field touch-up painting that may be required; and for any protection that may be necessary to avoid deterioration of the shop coat. ** NOTE TO SPECIFIER ** Shop coat is a rust inhibitive coating in Pruden Tahitian Bronze color. Primer has a gloss equal to 10-15 units, 60 degree gloss meter (Gardner).
		B.	Shop Coat: Manufacturer's standard rust inhibitive primer paint; manufacturer's standard color.
			1.	Finish all structural steel members using one coat of manufacturer's standard shop coat, after cleaning of oil, dirt, loose scale and foreign matter.
		C.	KXL Pre-Painted Finish: 1 mil (0.025 mm) 70 percent Kynar 500, Hylar 5000 coating on exterior surface.
	** NOTE TO SPECIFIER ** KXL is available in the following colors: Arctic White, Classic Beige, Cool Sierra Tan, Tahoe Blue, Ash Gray, Zinc Gray, Cool Regal White, Egyptian White, Cool Colonial Red, Regal Blue, Leaf Green, Patrician Bronze, Terra Cotta-Some components are not available in all colors -- verify availability for specific panel types. If two or more colors of the same finish are required, indicate the colors at the panel types or in a schedule.
			1.	Color: Interior Finish: Off white 0.5 mil (0.01 mm) washcoat.
	PART 3	EXECUTION
	3.1	EXAMINATION
		A.	Verification of Conditions: Examine areas and conditions under which work is to be performed and identify conditions detrimental to proper and or timely completion.
			1.	Verify foundations are properly installed, to correct dimensions and within acceptable tolerances.
			2.	Verify location of covered or built-in work.
			3.	Do not proceed until unsatisfactory conditions have been corrected.
	3.2	PREPARATION
		A.	Framing Erection: Erect framing in compliance with AIS Specification and the latest edition of the MBMA metal building systems manual.
		B.	Provide for erection and wind loads. Provide temporary bracing to maintain structure plumb and in alignment until completion of erection and installation of permanent bracing. Locate braced bays as required by manufacturer.
	3.3	ERECTION OF FRAME
		A.	Install in accordance with manufacturer's instructions.
		B.	Do not erect frames without complete installation of tie beams and anchorages.
		C.	Set column base plates with non-shrink grout to full plate bearing.
		D.	Do not field cut or alter structural members without written approval.
		E.	After erection, prime bolts, welds, abrasions, and surfaces not primed with primer used in shop painting.
	3.4	INSTALLATION OF WALL AND ROOF SYSTEM
		A.	Install in compliance with manufacturer's instructions.
		B.	Exercise care when cutting prefinished material to ensure cuttings do not remain on finish surface.
		C.	Fasten cladding system to structural supports, aligned level and plumb.
		D.	Locate end laps over supports. End lap panels according to manufacturer's recommendations. Place sidelaps over adjacent panel and mechanically seam or stitch fastener per erection guidelines.
		E.	Provide expansion joints where indicated.
		F.	Use concealed fasteners.
		G.	Install sealant and gaskets to prevent weather penetration.
		H.	Install system free of rattles, noise due to thermal movement, and wind whistles.
		I.	Install door frames, service doors, overhead doors, window and glass, and gutter system in compliance with manufacturer's instructions.
		J.	Seal wall and roof accessories watertight and weathertight with sealant in compliance with building manufacturer's standard procedures.
		K.	Rigidly support and secure gutters and downspouts. Joint lengths with formed seams sealed watertight. Flash and seal gutters to downspouts.
		L.	Tolerances:
			1.	Framing Members: 1/4 inch (6 mm) from level; 1/8 inch (3 mm) from plumb.
			2.	Racking: 1/8 inch (3 mm) from true position. Provide shoring to maintain position prior to cladding installation.
	3.5	FIELD QUALITY CONTROL
		A.	Testing by Contractor:
			1.	Roof installation inspection by roof manufacturer's representative; as required as part of warranty provision.
		B.	Testing by Owner:
			1.	High Strength Bolted Connections: Specification for Structural Joints Using ASTM A 325 or A 490 Bolts, with minimum testing of bolted connections per the arbitration inspection procedure.
			2.	Welded Connections: AWS. Visual inspection of 100 percent of welds. Ultrasonic inspection of 50 percent of full and partial penetration welds. A rejection rate greater than 5 percent will increase the inspection to 100 percent.
			3.	General Testing: For materials and installed tolerances.
	END OF SECTION