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HomeMy WebLinkAboutPRODUCT APPROVAL 5V CRIMP ROOF6UANNED ..Palm City, FL 34990 Compliant with Florida Building Code 2017 (6 th ed.) Compliant with Florida, Product Approval Rule# 61G20-3 Compliant:, Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ks! min.;. Attached to min. 15/32".plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3..' Fastener 1 (Method I Attachment): #9 x 1-1/2" Hex -Washer Head wood strew* to penetrate 3/16" min. theu deck or 5/8" embedment into wood plank. (*or sufficient length'to -meet requirements) Fastener 2 -(Method. 2,3, & 4 Attachment): #10 x .1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into Wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 15.07.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above install Details: Table A Allovuable.Loads METHOD I METHOD 2 METHOD 3 : METHOD 4 DESIGN­86 PRESSURE* PSF -93.5 PSF -101 PSF 8 .._22 �.PSF ROWSPACINd 16" o.c. .16" o.c. 8" o.c... o.c. FASTENER SPACING (ALONG Panel width).;[-, 12" o.c. 12po O.C. 12" o.c. 12" o.c. FASTENER SIZE #9. #10 . in #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#i 1527 UL 580-06 &'1897-041 Test Report C(B893.01-450-18 05/02/24 Test Report F3366r.01-450-18 12/18/15 TAS 125-103 Test Report D05893'.02-450-18 07/22/14 *EQUIVALENCY-UL -1897-04 is equivalent to test standard UL 1897-1?(l *Design pressure margin of safety 2.1. Locke Bowden, P.E. does not have, not will acquire a financial faituring or distributing products under this evaluation. Locke Bowden P.E. Is not owned, operated, or controlled by ally cosApan .VornbililfiAtur *P', or distributing products under this* report. =_'e' el" Z'. A FL17022.1 5V Crin ,-7,26GA Steel), 24" Wide Roof Panei - Details ry itations: 11 Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed. 2 Minimum slope to be compliant with Florida Building Code 2017 61h pd., and per with Manufacturer's installation reference. 3 Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4 Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. This report does not imply warranty, installation, recommended product use outside of this report. 15I" or greater Plywood, or - Wood plank 1d" 12' 3!8" OPTI©NALSTRIATIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten Y9 x 1-1/2" Min. or #10 x 1-1/2" Min. per -fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel IMdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Mod plank