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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGSGANNE-0 OEM, 11HIMCnaniv �`'r'L.a� yac8 tx ► ��i�1r5..�7. '� p �1L d�� V" tS€�C}�3 I '"r�,; ,x "y } +�ei' � �'i ma's¢ :" „�. v� Yr��.c� ^z'eyr� d „I•y �'�?.� acts fume ! La91fi1 User Regstrat on l HaTapic { SubmR Swcharge " Stats fi Fads PuDG4tt ins , FBC Stiff ! acts Ste Dtap Links Search i s i Product Approval USER, DUDGe user d,rda. erorat. 4nD�Wo1 hknu > FiyCu�• c: nrntxnii+;n ^�warrh > fnr.Xcaeior; Liv > Application Detail FL FL17022-R7 Application Type Revision Code Version 20117 Application Status n";r,.,,—A Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name Who de% the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated 6y Certificate of Independence I Referenced Standard and Year (of Standard) i i i Equivalence of Product Standards Certified By Sections from the Code date reapply 08/21/17 me Metal Fabricators, LLC SW Poma Drive City, FL 34990 872-8034 McKuhen Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richard@emfab.net Roofing Metal Roofing Evaluation Report From a Florida Registered Architect or a Licensed Florida Professional Engineer 03 Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. u validation Checklist - Hardcopy Received F `7022 R7 C07 F' 17022 1 5 V C AIMP mr ndf Standard TAS 125 UL 1897 UL 580 Year 2063 2012 2006 L Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th i Compliant with Florida Product Approval Rule Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi mina Attached to �'mi.n. 35/32" plywood or !Mood 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 1 Attachment): ##9 x 1-1/2" ilex -Washer Head wood screw* to penetrate 3/1V min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x11-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedrment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.150 I . See,' Fastnner a i'hm -ni, Cnsvi�i as�;nac 74„,..m Install Details: Table A Allowable Loads METHOD i METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE' -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" O.C. i 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 1 12" o.c. 1 12" o.c. =12" O.C. 12" o.c. FASTENER SIZE 1#9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTIMG, tivC_ IST ion#: 1527 UL 580-06 & 1897-04z Test Report D�893.0i-450-18 05/02-/14 Test Report �3366.01-450-18 12118/15 TAS 125-03 Test Report 1)0�893.02-450-18 07/72/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-Z�Zr��„ 'Design pressure margin ©fsafety2:1 ry Locke Bowden, Q.E. does not have, not will acquire a financial in �q, 1 a 'c r� ' O&R io aceuring or distributing products under this evaluation. ,� Locke Bowden, P.E. is not owned, operated, or controlled by apy compaftn-3fiP&4turea, orlstributing products under this report. ar'a' S r'C7c ;4i 31c'/7 .�J: dIOA, TtL .• S`n• � •.i::s:s6111S; Y I FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel . Details Limitations: i 1. Underlaymentto be compliance with current Florida Building Code (FBC)2017 60, ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6thled., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method- 1-D 4. Engineering analysis for "project specific approval by local authorities wrurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 66 ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. — Fastemm- #O X Mi N.'), Or ++O n +-ur re n per Teloe'r1' for Raw S V G mp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Scwrs Deck: ISM' or greater PIWmd, or - Wood plank L�- 1 JL /X/I.� Panel Nominal12" j Nominal IT' O.C. I O.C. t Fasten t _ETx 1-112" Min. of #10 x 1-112"-Min. per 'Table " A' Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Panel Refer to Table "A" for Spacing Along Panel Overlap } Lendth Deck-15/32" or greater Plywood, or -Wood plank I I