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Home My WebLink AboutProduct Approvals, 5V Crimp Metal 20202/27/2020 I Florida Building Code Online SV \ inm r) 1 Business & Professional Regulation dbpr SCIS Home Log In User Registration Ho[Toprts Submit SurcM1arge Stats 6 FactsPubllabonz Contac[ Us aC15 Slte Map Linkssea', �`�'IProduct APProval �r • USER'. Public User Product Apr vaMenu >PmEuct or Aoyl'caron Search > Application Ust > Application Detail FL # FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authonzed Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidatfon@yahoo.com Richard McKuhen Oval idati on@yahoo. mm Richard McKuhen 2160 SW Perna 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 Evaluation Report - Hardcopy Received LOCKE BOWDEN PE -49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. ' Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17Q22.1 5 V CRIMP pQf Standard TAS 125 UL 1897 UL 580 Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 Year 2003 2012 2006 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 2/27/2020 Florida Building Code Online FL A Model, Number or Name 17022.1 1 - "SV Crimp" (116) 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 assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 2 - "5V Crimp" (R6) 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 conditionsAnstall the assembly in compliance with the installation method listed in this report and applicable 1 Code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 3 - "1.5" Mechanical Seam (RS) 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 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. 17022.4 j 4 - "1.5" Mechanical Seam" (R5) 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 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. - _ 17022.5 5 - "1 in. Nail Strip" (115) 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 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. 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 97 II FL 17022 1 5 V CRIMP pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports 117022 R7 AE FL 17022 1 AV RIMP Rdf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" Plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 3702 ?.2 V RIMP 0.032 ALUM pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17NZ R7 AE FL 17022.2 5 V CRIMP 0 03 ALUM gQ Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" Plywood or wood deck with clips and fasteners. Installation Instructions FL17022 R7 II FL 17022.3 1,5 ME HANI 4 a ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022 1 MECHANICAL 24ga ssr. o 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 FL17022 R7 11 F 170 a rvc M pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FI 17022 R7 AE FL 17022.4 M MAN IA AMALUMINUM pdt Created by Indepentlent Thirtl Party: Yes 1" rib height 16" wide, 26 gauge steel standing seam roof aneI mechanically attached to 15/32" plywood or wood deck withP fasteners. I Installation Instructions ' FL17022 R7 Il FL 17Q22,5 1.0 NAI STRIP srpjjf Verfed By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17n22 R7 AE FL IZQ22i5 1.0 NAll STRIE pdf Created by Independent Third Party: Yes 17022.6 6 -' I in. Nall Strip" (RS) 1" rib height, 16" wide, 0,032" aluminum standing seam roof panel mechanically attached to attached to 15/32" plywootl or Wootl Deck with 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 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. 17022.7 '1.5 in. Nail Strip" (R5) 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 and limitations of use, Install the assembly in compliance with the installation method listedin lthis report and applicable cotle sections of FBC. Refer to manufacturer's installation instructions. - fasteners, nstallation Instructions-- - X7022 R7 II FL 17022 6 1 0 NAIL TRIP 00 2 AL M df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports EL17022 R7 AE FL 17Q22.6 1 0 NAIL STRIP 0 0 2 AL M pGf Created by Independent Third Party: Yes 1.5- rib height 19' wide, 26 gauge steel, standing seam roof panel j "' -"- --- ^�� •� P,Ywuuu u, woou oecx win rasteners. Installation Instructions FL17922 R7 11 FL 17022 7 1 5 Nl t ' 26GA ssr pdf Verifed By: Locke Bowden, P.E. 49704 Created by Intlependent Third Party: Yes Evaluation Reports FL17022 R7 At FL 17022.7 1.5 Nail Strip 26GA ssrpIjf Created by Independent Third Party: Yes https://www.floridabuilding.org/prfpr_app_dti.aspx?param=wGEVXQwtDgv2aBOpHPQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg°/a3d%3d 2/3 2/27/2020 Florida Building Code Online 17022.8 8 - "EMAX Rib" (115)29 gauge steel, lapped roof panel mechanically attached to 15/32" ._ plywood or wood deck with exposed fasteners. Limits Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 177022 8 EMAX Rib ssrpdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations of use, FL37022 R7 AE FL 177022.8 EMAX Rib ssr.pdf Install the assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC, Refer to manufacturer's i installation instructions, 17022.9 19 - " PER MAX" (R5) 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 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 j installation instructions. 26 gauge steel, lapped roof panel mechanically attached to 15/32" Plywood or wood deck with exposed fasteners. Installation Instructions ELI7022 R7 11 It 17022 9 PER RIB ssi Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022 9PBR RIB ptff Created by Independent Third Party: Yes Contact Us :: 2601 plain Stone RoaQ Taller Phone850-487-1814 The State of Florida is an AAJEEO employer, C,,mr ht 1007-2o135[ate of F o P pdicc Sister, ent p jM1 Ji y3jatement ;; Refund statement caner nand. law, ¢mall addresses are public reminds. If you do not want you, email address released in response to a public -records request do not send electronic mall to this entity. Instead, tact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Peouant to Section 455 .275(1), Florida Statutes, effective October 1, 3012, licensees licensed order Chapter 455, F.5. most provide the Department with m an email address if they have one. The emend provided may be used for official communication with the licensee. However amain addresses are public rtmrd. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: ®®®Rh�® Credit Card Safe https://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtogv2aBQpHPQQe6rMZMkUEoR%2bGxHGXFe5QkCHzEgvOQveeg%3d%3d 3/3 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th 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 ksi 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 1 Attachment): #9 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) 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 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD i IWETROD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" o.c. 8" o.c. 61-0. c. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #30 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report [!5893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY -UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2.-j tl•1 IIIIII,E D. r30yy Locke Bowden, P. E, does not have, not will acquire a financial in I�r� `j'S9 in,9iyfacturing or distributing products under this evaluation. �, Locke Bowden, P.E. is not owned, operated, or controlled by any coalpadVyrrAbJfidture9, or 6istributing products under this report. , 5r�:441w�' t'�' ••/�:u::..rltta•. FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 611 ed. 2. Minimum slope to be compliant with Florida Building Code 2017 61h 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 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. 6. Support framing in compliance w/FBC 2017 611 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. — Fasteners - #9*1-1/2"Min , or #10. 1-112' Min. par Table A- /or Row 5-V Crimp Roof Party Spacing and Design Pressures Hex Washer Head Wood Screws Deck. -15132" or greater Plywood. or - Wood plank 11111110 24- 1?' OPTIOI A STRIATIONS Panel Profile 12" 1 Nominal O.C. 1 0. C. Fasten r _ J x 'G1/2" Min. or t110 x 1-1/2" 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 Length Deck -15/32" or greater Plywood, or -Wood plank