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HomeMy WebLinkAboutAPPROVED 5V Metal roof system2121f2020 Florida Building Code Online k6k. i '.SsME$-4_.' tSiT^+Y. s^ 'i °M9s4 i'f:4ft' k'f!E`y1��Si SR) 6C1S Horne LAg In flier Registration Itot Tapiiz Submit Surcharge 5tats & Fads Publication? Contact Us Bas Site Map Links Search � P G?V!SProdUCtApproval iUSER: Public User l I Product Rrpraual men' > Product or ap lic tron 5ea:rh n APFILQ i List > Application petai;k rL F117022-R7 Application Type Revision Code Version 2017 Application Status ApproYed Comments 08118/2©17v. date reapply 08/21117 Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Porna wive Palm City, FL 34990 (772)872-8034 ff vaiidation@yahoo.com Authorized Signature Richard McKuhen f1validationayahoo_corn Technical Representative Richard McKuhen Address/Phorie/Email 2160 5w Poma Drive Palm City, FL 34990 (772)872-8034 richardCazernfab.net Quality Assurance Representative Address/Phone/Emai€ Category Roofing Subcategory Metal Roofing eornplianre Method Evaluation Report from a Florida Regisferrd Architect or a Licensed Florida) I Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Ciantract Expiration gate 04122/2024 Validated By Zachary R. priest, P E Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022 R7 CM FL 17027 1 5 V CRIMP Ssrof -$t0n hard TAS 125 UL 1897 OL 580 Year 2003 2012 2006 Sections from the Cade littps:fffioridabuilding.orglpripr app_dtl.aspx?param=wGEVXQWtDgy2aBOpHpQQe6rMZMkUEoR%2bGxHGXFe5QkCHzEgvOQveeg°%3d%3d 1/3 i 2J2112020 Fwnrirla SuMing Cods- Online jl I Product Approval Method Method i Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval w2a/28i7 Date Approved 1Q/10.12017 PL # -- -' - I INade1, Number or Name 117pZ2.1 1 - "5V Crimp" (R6) i limits of Use Approved for use in HVHZ: No { Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions. Install the j assembly in cDmpiiance with the installation method listed ii this report and applicable code sections of FBC. Refer to I manufacturer's installation instructions. 17022,2 ? 2 - "5V Crimp" (116) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure. +N/A/ -Table A Other: Refer to evaluation report for conditions. Install the j assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. { 17022.3 3 _ "1.5 Mechanical Seam" jPS)� Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A after: Refer to evaluation report for conditions and limitations I of use. Install the assembly in compliance with the installation E method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.4 { 4- - "1.5" Mechanical Seam" (RS) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 1 Impact Resistant: No ( Design Pressure- +N/A/-T ble A j Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 117022.5 �— 5 - "1 in, Mail Strip" (RS) i Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes j Impact Resistant: No Design Pressure: +N/A/ -"fable A either: Refer to evaluation report for conditions and iimitations of use. Install the assembly in compliance with the installation Description 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Installation Instructions FL17022 R7 II FL 170z2 1 5 V CRIMP ssr.prif Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17622 R7 AF FL 170221 5 V CRIMP ssr.pdf Created by Independent Third Party: Yes 0,032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, i mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 17027 2 S V CRIMP 0.032 ALUM ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE L 17022.2 5 V CRIMP ip.032 A( -UM ssr.p -f Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof j panel mechanically attached to 15132" plywood or wood deck with clips and fasteners. i Installation Instructions FL17022 R7 II FL 170223 1.5 MECHANICAL seam 24ga ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party. Yes i Evaluation Reports EI=17022 P7 AE FL 170223 1 5 NiEG3"rANICAL i seam Z4 d r Ddf { Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Installation Instructions Fi Z-r 22 R7 11 FL 17'022 4 MECHANCIAL SEAM ALUMINUM ssF.g.¢f Verified By. Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17B22 R7 AE- F, 17022.4 MECHANCIAL SEAM ALUMINUM ssnof Created by Independent Third Party: Yes IA rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Instalta on InWuctlons FL17022 R7 II FL 17027.E 1.0 NAILSTRIP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022,51,0 NAIMIZIP sscpdf Created by Independent Third Party: Yes h":ltfloridabuilding-tlrg/pr/pr app_dtl.aspx?param=wCEVXQMDgv2aBOPHpQQe6rMZMkUEoR*/n2bGxHGxFe5OkCHzEcivOOveeg%3d%3d 2l3 III 2/21/2020 Florida Building Code Online method listed in this report and applicabie code sections of ! FBC. Refer to manufacturer's installation instructions. 17022.6 P 6 - "1 in. Nail Strip" (125) E 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or � Wood Deck with fasteners, Limits of Use installation Instructions Approved for use in HVHZ: No i FL17022 R7 (I FL 170'2 G 1 0 NAIL STRIP Q 03? Approved for use outside HVHZ: Yes ALUM ssrpdF Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 j Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other; Refer to evaluation report for conditions and limitations Evaluation Reports of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022,6 1.0 NAIL STRIP Q 032 method listed in this report and applicable code sections of i ALUM ssr Of FBC. Refer to manufacturer's installation instructions. ( Created by Independent Third Party: Yes 17022.7 7 - "1.5 in. Nail Strip" (M) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impart Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation i method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 117022.8 ? 8 - "EMAX Rib" (RS) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 4-N/A/-Table A Other: Refer to evaluation report for conditions and limitations 1 of use. Install the assembly in compliance with the installation method listed in this report and applicable code seE#iflns of l FBC. Refer to manufacturer's installation instructions. 171'i. 22.9 9 - " PSR MAX- (R5) 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners - Installation Instructions FL17022 R7 II FL 77022.7 1.5 Nail Strip 26GA ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FLI7022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssnp-5 f Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssr pdf Verified Sly: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL, 177072 8 EMAX Rib ssr.pdf Created by Independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to i, 15/32" plywood or wood deck with exposed fasteners. Limits of Use i LnsCc7nauun anszrueusues Approved for use in HVHZ: No FL17022 R7 ti FL 17022.9 P8R RIB ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations ; FL17022 R7 AE FL 17Q22.9 PBik RIl3 of use. Install the assembly in compliance with the instaliation Created by Independent Third Party: Yes method listed in this report and applicable code sections of ilk F8C. Refer to manufacturer's, installation instructions. tad 1a :: 26r, I Stair rune Rya¢ Ta[faha .ee FL 3&399 Fhrx:e: 85a-4a7-I.$24 Tore sta0. of Fi'arida is an A4,'fE0 Wn0oYer- Copyright 2007-2013 state of flwWa- :- 9ziv.KY St�tznent :: �:r�s5i6ility Statement :: Refamd Statement Linder nortda tag:, email addresses are Pubk record- if you as not -artt ymrr e-areaii address rek.,ed in respou to a WW--re-asd" rest, do not semi EA.bronk mail to this entity. Instead, contact the office by phone or by tmdihonal mail. If you have any questions, please contact 850.487.1395- 'pursuant to Section 455.275(l) Fioenka SCMA s, e:Tic�we October 1, T012, 9ica6e s dkem d ur+def C haptier 455, i :5. nuM pie the DgIwtrn t with an email address it they have arse. The a nart5 provWPd rsay be wp5 d gear aaiStc;4 ccemrwrricati+.at wkh the hcereee. liowever email addresses are Wbk rMord. It you do not wish to snrppfy a pwcsorW address, Please prwide'd'ba `Jepar9smw& iviN an iurzA addinm WhDch rw be made avai4 W to toe pubW- To i6etetirt m f you are a lecarisee tm6er Chapter 455, F.5-, lac6dc Pare . Prodtml App"rvat Accepts: Credit Card II I Safe https:(ifloridabuiidiRg.orgfprlpr_app—dot.aspx'�param--wGEVXCmdDgv2aBQpHpQQe6rMZMkJEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/3 Palm City, FL 34990 - (772)872-8034 Compliant with Florida Building Code 201 (6h ed.) Compliant with Florida product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Road Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ rain. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/g„ Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex -washer Head wood screw* to penetrate 311V min. thru deck or 51r embedment into woad plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -masher dead wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlaym+ent: To be compliant with FBC Set, Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. Sege Fastener attachment specifications above Install mails: Table A Allowable Loads METHOD 1 METHOD 2 ME OD 3 METHOD 4 _. DESIGN PRESSURE* 436 PSF -93.5 PSF -101 PSF 228 PSF ROW SPACING _ 16" o.c. 16" o.c. � a" o.G 6" o.c. � FASTENER SPACING (ALONG Panel width) 1Z" o.c. 12" o.c. 12" o.c. 12" O.C. FASTENER SIZE #9 t #10 —�-- #10 #til Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report LX5893.01-4 50-15 05/02/14 Test Report F3366.01-4SO-18 11/18/15 TA5 25-03 'lest Report D05893.02-450-18 07122/14 *Design pressure margin of safety 2.1 *EQUIVALI: NCY UL 1897-04 is equivalent to test standard YL .189 -11 Locke Bowden, RE does not have, not will acquire a f°enandai in i14 ac 'ct�1� �-' facturing or disWbuting products under this evaluation. .' � � l " 4 F. r Locke Bowden, P.E. is not owned, operatM, or controlled hV a&y covsparlbml6afi mturZp, or lstrihuting products under this report, a FL17022.1 5V Crimp (26GA Steep, 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6ti' ed. I 2. Minimum slope to be compliant with Florida Building Code 2017 60, ed-, 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 ;, , l . 4. Engineering analysis for "project specific approval by local authorities wljorisdiction is allowed by other registered enginee 5. Fire classification is not part of this acceptance. Shear diaphfagm values are outside this report. 6. Support framing in compliance wfFBC 2017 6111 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. II 1 I -�1513� � gteaiel Pfy�xmd, rr Wood pdrk _ 24- Panel Profile Nominal 12" Nominal 12" O.C. O.C. f Fasten x 1-1l2" Min. or #10x 1-112" Miry, per Table "A" Hex Washer Head Screw 5paoed 12" o.c- across the Panel Wdth Panel Refer to Table "A" for Spacing Along Panel Overlap , Length Deck-15/32" or greater Plywood, or - Mod plank