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HomeMy WebLinkAboutAPPRVD Roof Panels_FL26051 ER PRODUCT EVALUATION REPORT MANUFACTURER: Kirby Building Systems 124 Kirby Drive Portland, TN 37148 SUBJECT: Cold-formed steel roof panels PRODUCT CATEGORY: Structural Component: Roof Deck PRODUCT DESCRIPTION: Structural metal roof panel, applied over open framing. 1. Standing Seam 360 (22 and 24 gage only) CODE CRITERIA: Florida Building Code 2017 (6th Edition): Chapter 15: Roof Assemblies 1504.3 Chapter 22: Steel 2210.1 REFERENCE STANDARDS: AISI S100-12 2012 UL 580-2006 2006 with revisions through 2009 BASIS OF EVALUATION: Structural load carrying capacity is based on rational analysis through the application of AISI S100. SPUTO AND LAMMERT ENGINEERING, LLC STRUCTURAL ENGINEERS 10 SW 1ST AVENUE, GAINESVILLE, FL 32601 PHONE: 352-378-0448 FAX: 352-373-1331 E-MAIL: salestructures@gmail.com LIMITATIONS AND CONDITIONS OF USE FOR NON-HVHZ: 1. This compliance is not for HVHZ. 2. The panel is to be installed over steel framing in accordance with the load tables and UL Constructions. • Standing Seam 360 93 3. The use of panels as a shear diaphragm is outside the scope of this product approval. 4. Minimum installed roof slope is 0.5/12. 5. Impact resistance is not evaluated. TECHNICAL DOCUMENTATION SUPPORTING COMPLIANCE STATEMENT: 1. Allowable Loading Table. 2. Installation drawings and details. 3. UL580 Assembly 93 CODE COMPLIANCE CERTIFICATION As product evaluator, the undersigned certifies that the listed products are in compliance with the requirements of the 2017 Florida Building Code (6th Edition). Sincerely, SPUTO AND LAMMERT ENGINEERING, LLC Thomas Sputo, Ph.D., P.E. Florida PE 39142 DATE OF REPORT: 08 Feb 2018 Equivalence of Standards Based on my review, the following standards can be considered to be equivalent, yielding results that do not differ between the standards: UL 580 - 2006 with revisions through 2009 (required by 2017 FBC - 6th Ed.) and UL 580 - 1994 Sincerely, SPUTO AND LAMMERT ENGINEERING, LLC Thomas Sputo, Ph.D., P.E. Florida PE 39142 SPUTO AND LAMMERT ENGINEERING, LLC STRUCTURAL ENGINEERS 10 SW 1ST AVENUE, GAINESVILLE, FL 32601 PHONE: 352-378-0448 FAX: 352-373-1331 E-MAIL: salestructures@gmail.com MANUAL: DESIGN PAGE: 80.100.8 REVISION SECTION: PANELS DATE: 2/08/18 II. SS360 Panels 24” PANELS Engineering Properties of Kirby Building Systems’ Standing Seam 360 Panel Designated Gauge of Steel Steel Yield (KSI) Base Metal Thick. (In) Total Thick. (In) Panel Weight (Lbs./Ft2) Top In Compression Bottom In Compression Fb (KSI) Ix (In4/Ft) Sx (In3/Ft) Ma (K-IN) Ix (In4/Ft) Sx (In3/Ft) Ma (K-IN) 24 50 0.0225 0.0241 1.13 0.278 0.116 3.48 0.126 0.080 2.41 30 22 50 0.0300 0.0316 1.50 0.372 0.159 4.76 0.177 0.111 3.32 30 Gauge of Panel Number of Spans Load Type Maximum Total Uniform Load in PSF L= 2’-6” L= 3’-0” L= 3’-6” L= 4’-0” L= 4’-6” L= 5’-0” 24 1 POS 372 258 190 145 115 93 2 POS 230 165 123 96 76 62 3 POS 275 199 151 117 94 77 4 POS 261 188 142 110 88 72 22 1 POS 507 352 259 198 157 127 2 POS 325 231 173 133 106 86 3 POS 393 282 212 164 131 107 4 POS 371 266 199 154 123 100 1. The panels were checked for bending, shear, combined bending and shear and deflection. Deflection was limited to span/60 2. Section properties have been calculated in accordance with the 2012 North American Specification for the Design of Cold-Formed Steel Structural Members. 3. Steel panels are either aluminum-zinc alloy or G-90 coated. The base metal thickness was used in determining section properties. 4. Positive load (POS) is applied inward toward the panel supports and is applied to the outer surface of the panel cross-section. 5. The weight of the panel has not been deducted from the allowable loads. 6. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. MANUAL: DESIGN PAGE: 80.100.9 REVISION SECTION: PANELS DATE: 2/08/18 MAXIMUM ALLOWABLE WIND UPLIFT LOADS FOR STANDING SEAM 360 Page Bottom Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. See General Information for Roof Deck Constructions July 14, 2017 Uplift — Class 90 Fire Not Investigated 1.Metal Roof Deck Panels* — No. 24 MSG min gauge coated steel. Panels continuo us over two or more spans. Panels to be joined at side ribs by snapping adjacent interlocking sides together. Mechanical seaming operation optional for "Standing Seam II" panel and required for "Standing Seam 360" panel. End laps to occur over purlins with panels overlapped 6 in. with laps centered over purlin upper flange. A line of sealant may be used at panel end laps and side joints. AMERICAN BUILDINGS CO (View Classification) — "Standing Seam II" or "Standing Seam 360" KIRBY BUILDING SYSTEMS MISSISSIPPI LLC (View Classification) — Shur-Lok Snap or Shur-Lok 360 KIRBY BUILDING SYSTEMS INC (View Classification) — "Standing Seam 360" 1A.Building Units* — (Optional) Translucent, glass fiber reinforced plastic panels with metal rib sides. Plastic thickness nominal 1/16 in. formed to basic configuration of metal panels. A lower skin is attached to the upper skin using an adhesive. A foamed plastic is located between the skins. Panels continuous over two or more spans. AMERICAN BUILDINGS CO (View Classification) — "Standing Seam II Skylight or Standing Seam 360 Skylight " . F & F INDUSTRIES (View Classification) — "SKY-BRITE" KIRBY BUILDING SYSTEMS MISSISSIPPI LLC (View Classification) — Rooflite Snap Skylight or Ro oflite 360 Skylight KIRBY BUILDING SYSTEMS INC (View Classification) — "Standing Seam 360 Skylight" 1B.Building Units* (Integrated Prismatic Skylight) — (Optional) — Prefabricated assemblies of formed polycarbonate lens and perforated 24 MSG Classified Metal Roof Deck Panel (Item 1). Panel continuous over two or more spans. AMERICAN BUILDINGS CO (View Classification) — "Standing Seam II Integrated Prismatic Skylight" or "Standing Seam 360 Integrated Prismatic Skylight" KIRBY BUILDING SYSTEMS INC (View Classification) — "Standing Seam 360 (SS360) Skylight" 2.Roof Deck Fasteners* — (Panel Clips) — No. 22 MSG min gauge coated steel. Min width 3 in., max height 3 in. To be used when no spacer block (Item 4B) is used or when no compressible blanket insulation (Item 4C) is used. AMERICAN BUILDINGS CO (View Classification) — "Standing Seam II Panel Clip or Standing Seam 360 Panel Clips." KIRBY BUILDING SYSTEMS MISSISSIPPI LLC (View Classification) — Shur-Lok Snap Panel Clips or Shur-Lok 360 Panel Clips KIRBY BUILDING SYSTEMS INC (View Classification) — "Standing Seam 360 Panel Clips" 2A.Roof Deck Fasteners* — (Panel Clips) — Alternate — Same as Item 2 with max height to be 4 in. To be used with spacer block — (Item 4B). or when liner panel (Item 8) is used. AMERICAN BUILDINGS CO (View Classification) — "Standing Seam Expansion and Contraction Clip" or "Standing Seam II Panel Clip" or "Standing Seam 360 Panel Clip" CBC STEEL BUILDINGS (View Classification) — SS-24 Panel Clips or MS-24 Panel Clips KIRBY BUILDING SYSTEMS MISSISSIPPI LLC (View Classification) — "Shur-Lok Snap Panel Clips"o r "Shur-Lok 360 Panel Clips" KIRBY BUILDING SYSTEMS INC (View Classification) — "Standing Seam 360 Panel Clips" 2a.Roof Deck Fasteners* — (Not shown) — Two piece clip. Upper tab aluminized or galvanized steel 0.033 in. thick. Base No. 12 MSG Coated steel. Min. height 3-3/16 in. (nom) when no spacer block is used (Item 4B). Max height 4-3/16 in. (nom) when spacer block (Item 4B) or when liner panel (Item 8) is used. AMERICAN BUILDINGS CO (View Classification) — "Standing Seam 360 Clips" KIRBY BUILDING SYSTEMS MISSISSIPPI LLC (View Classification) — "Shur-Lok 360 Panel Clips" 2B.Panel Clip Bearing Plate — Used with rigid insulation. Located under the Roof Deck Fasteners (Item 2, 2a or 2A), over rigid insulation (Item 4A); 5-1/2 in. square, fabricated from 0.043 in. thick min coated steel. 3.Fasteners — (Screws) — Fasteners, used to attach panel clips (Item 2, 2a or 2A) to purlins when using compressible blanket insulation to be No. 12-14 by 1-1/4 in. min. self-drilling, self-tapping, hex-head, plated steel screws. Length to be 1-1/4 in. min. for insulation up to 3 in. and 1-1/2 in. min. for insulation over 3 in. thick or when using thermal spacers (Item 4B). Two fasteners per clip inserted into preformed holes to be used. Fasteners used to attach the panel clips (Item 2, 2a or 2A) to the purlins when using rigid insulation (Item 4A) to be same type. Length to vary with thickness of rigid insulation with min penetration to be 3/4 in. Two fasteners per clip to be used inserted into guide holes. Fasteners used to attach panel clips (Item 2, 2a or 2A) to purlins when using liner panel (Item 8) to be No. 12-14 self- drilling, self-tapping, hex-head, plated steel screws. Min length to be equal to combined thickness of liner panel depth and foamed plastic thickness plus 3/4 in. Two fasteners per clip to be used inserted into guide holes. Fasteners used to attach liner panel to purlins to be No. 12-14 by 1 in. min. long self-drilling, self-tapping, hex-head, plated steel screws with a separate 1/2 in. OD steel washer and a neoprene sealing washer. Spacing to be 12 in. OC. Fasteners used at liner panel side laps to be No. 14 by 3/4 in. min. long, Type A plated steel screws with a separate 9/16 in. OD steel washer and a bonded neoprene sealing washer. Spacing to be 24 in. OC. Spacing at end laps to be in a 3-4-4-4-3 in. pattern driven through optional upper strap into lower plate (Item 6). Pattern to be 2-3/4-2-1/4-2-7/8-2-1/4-2-7/8-2-1/4-2-3/4 when o ptional end lap strap not used. For panel clips and end lap connections: As an alternate fastener, No. 1/4-14 by 1 in. min. Type A plated steel screws with a separate 9/16 in. OD steel washer and a bonded neoprene sealing washer may be used. Pilot holes to be 3/16 in. diam. Or: No. 14-14 by 1 in. min. Type AB self-drilling, self-tapping, hex-head, plated steel screws with a separate 1/2 in. OD formed steel washer and a separate neoprene sealing washer may be used. Spacing to be same for all types. 3A. Fasteners used to attach the liner panels (Item 8A) to the purlins to be No. 12-14 by 1 in. min. long self-drilling, self- tapping, hex head plated steel screws. (Liner panel to joists use No. 12-24 by 7/8 in. min. long self-drilling, self-tapping, hex head plated steel screws). Spacing of fasteners to purlins or joists to be 12 in. O.C. at intermediate supports. Fasteners spaced at 6 in. OC. at liner panel end laps. Fasteners used at liner panel side laps to be No. 12-14 by 7/8 in. min. long hex head plated steel stitch screws. Spacing of liner panel side lap fasteners to be max 30 in. when liner panel supports are 5 ft-0 in. OC. and max 36 in. OC for 6 ft -6 in. OC o r 6 ft -0 in. OC support spacing. 4.Insulation — (Optional) — Any compressible blanket insulation 8 in. max thickness before compression. 4A.Foamed Plastic* — (Rigid Insulation)(Optional) — Max thickness 8 in. supplied in 4 ft widths. 4B.Spacer Block — (Optional) — Used with compressible insulation (Item 4) only — 3 in. by 24 in. by 1 in. thick polystyrene foam. 4C.Insulation — Used when liner panel (Item 8) is used. Any compressible blanket insulation 1 in. max. thickness before compression. Located between metal roof deck panel (Item 1) and foamed plastic (Item 4A). 4D.Insulation* — (Optional) - Rigid Type (Foamed Plastic) — Supplied in 4 ft wide sheets; min thickness 1/2 in., max thickness 8 in. THE DOW CHEMICAL CO (View Classification) — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR, Thermax IH Insulation, Type Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) 5.Purlin — No. 16 MSG min gauge steel (50,000 psi min yield strength) or Type H or J open web joists. Spacing to be max. 60-3/16 in. 5A. Purlins — When liner Panel (Item 8A) used No. 16 MSG minimum gauge steel (50,000 psi minimum yield strength) or hot rolled shapes or open web joists. Spacing - For No. 16 minimum gauge steel. For all classes - 60 in. maximum Spacing - For open web joists or hot rolled shapes. For Class 90- 78 in. maximum (1.5B Deck) 72 in. maximum (1.5F Deck). 6.End Lap Strap (Optional) and Plate — (Not shown) — Lower plate used at the end lap to be 12-1/2 in. long and approximately the full panel width, fabricated from 0.051 in. thick coated steel. Upper strap to be 1-1/2 in. long and approximately the full panel width. Optional upper strap fabricated from 0.122 in. thick aluminum and to have eight guide holes for screw fasteners. Both pieces formed to the general profile of the panels with lower plate to have three guide holes. 7.Insulation Trim — (Not shown) — Used at skylight location, (see Item 1A) to consist of a lower angle having a 1-9/16 in. wide horizontal leg and a 1 in. leg slanted to a 50 degree angle. Fabricated from 0.050 in. thick coated steel. Upper angle to have a 1-1/8 in. horizontal leg and a 9/16 in. thick leg slanted to a 50 degree angle. Fabricated from 0.026 in. thick coated steel. 8.Liner Panel — (Optional) — No. 26 MSG min thickness coated steel depth 3/4 in., pitch 6 in., or 1-3/16 in. depth with major ribs located 12 in. O/C. and 3/32 in. deep minor ribs located 3-1/2 in. O/C. in the flat section of panel, width 36 in. Sides overlapped one corrugation. End lap width min. 2 in., located over purlins. 8A. Liner Panel — 1.5B Deck (Panels 36 in. wide and 1-1/2 in. deep with 3-1/2 in. wide crests spaced 6 in. O.C) or 1.5F Deck (Panels 36 in. wide and 1-1/2 in. deep with 4-1/4 in. wide crests spaced 6 in. O.C) Panels fabricated from No. 22 MSG thick steel having a yield strength of 33,000 psi minimum. 8B. Liner Panel — Min thickness No. 22 MSG coated steel (33,000 PSI min yield strength). Min depth 1-1/2, max pitch 6 in. fabricated to various profiles. Fastened to supports (Item 9) with fastener type and spacing per liner panel manufacturer's instructions for uplift loading. 9. Supports (Not Shown) — Used to support liner panels (Item 8B), to be cold formed or hot rolled sections. Gauge, yield strength and spacing to be per liner panel manufacturer's specifications for uplift loading. Refer to General Information, Roof Deck Constructions, (Roofing Materials and Systems Directory) for Items not evaluated. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2017-07-14 Questions?Print this page Terms of Use Page Top © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. 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