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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGRlOPIOA DHPARTMQNi OR Business & Professional Regulation DBPR HOrrE. ABOD7DBPi1 DBPR, DfVIBIO!l5 CANjACt CBPR Florida 1 ' Product Approval USER: Public User Product Approval Menu > Productor Aoplication Search > Ayplication List> Application Detail POFMCEOFTHE FL # FL17022-R7 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived D Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivalidation@yahoo.com Authorized Signature Richard McKuhen fivalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 rchard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, P.E. 96 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 FL # I Model, Number or Name Description 17022.1 1 - "5V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdd 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. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.aft 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 installation instructions. 17022.2 2 - "5V Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other; Refer to evaluation report for conditions. Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr. ddff Created by Independent Third Party: Yes 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" (115) 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. 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 4 - "1.5" Mechanical Seam" (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. 17022.5 5 - „I in. Nail Strip" (R5) Limits of Use approved for use in HVHZ: No Approved for use outside HVHZ; Yes ImpactR�isthnt: No Design pressure: +N/A/ -Table A Installation Instructions FL17022 R7 II FL 17022.3 1.5 MECHANICAL seam 24oa ssr.2df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022 3 1 5 MECHANICAL am 24ga ssr. pd f Created by Independent Third NO.' Yes 1.5" rib height 16" WIdB, 0.03Z" aluminum, standing s8,'"' roof panel mechanically attaC#ed tg 15132" plywood or V Decks and fastenem Installation Instructions AL 1MIN2 7 II FL 1 022.4 ME HA Ilsr.p� I L E Verified By: Locke Bowden, P. E.Created by Independent Third Party: y Evaluation ReportsYes FL17 22 7 AE F 17 22 ALUMI r MN M q I E Created by Independent Third pa _ rtY: Yes 1" rib height, 16" wide, 26 gauge steel, standin panel mechanically attached to 15/32" g seam roof with fasteners. plywood or wood ded Installation Instructions FL17 22 R7 II FL 17022, 1 Verified By; Locke Bowden, P.E. 49704 N�AILSTRIP ssr.pdf Created by Independent Third Party: v., Evah,_.1n _ n__ Palm City, FL 34990 Compliant with Florida Building Code 2017 (611 ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications 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 METHOD 2 METHOD 3 METHOD 4 -93.5 PSF -201 PSF -228 PSF 16" o.c. 8" O.C. 6" o.c. 22" o.c. 22" o.c. 12" o.c. FASTENER SIZE #9 #20 #20 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report CES893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 225-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to teststandard UL 1897-12r,... _ *Design pressure margin ofsafety 2;1 Locke Bowden, P.E. does not have, not will acquire a financial in lr; aleSg q��fticturing or distributing products under this evaluation. �. Locke Bowden, P.E. is not owned, operated, or controlled by a& compan'0m3difaktures, or distributing products under this report. ; • ,° • 4'T • / / 7 %.�,�, .... • • 1 FL17022.1 6V Crimp (26GA Steel), 24" Wide Roof Par, - Details Limltat ons: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., 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. 6. Support framing in compliance w/FBC 2017 6th 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. r.............. 15r3T or greater Plywood, or Wood plank 24 318 Panel Overlap Nominal 12" Nominal 12" O.C. O.C. Fasten 19 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 Width Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or Wood plank