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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF8/15/2018 i Florida Building Code Online SCANNED 6mk flatiron .I BCIS Home I Log In I User Registration I Hot Topics I SubmiteSil[#hk!'Wa'ts!&acI9 Publications I Contact Us I BCIS Site Map I Links I Search La x Product Approval FILE -C ®11v pr®! USER: Public UserF 1 e • Product Approval Menu > Product or Application FL # Search > Application List > Application Detail - FL17022-R7 •�L �'�� Application Type Revision, , i Code Version 2017 i Application Status Approved IComments 08/18/2017v. date reapply 08/21/17 i Archived rl Product. Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Richard McKuhen flvalidation@yahoo.com 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 . 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. n Validation Checklist - Hardcopy Received Certificate of Independence FL17022 RT COI FL' 17022.1 5 V CRIMP ssr.p�j Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/p.r_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 8/15/2018 Florida Building C^a- Online Product Approval Method Method 1 Option D Date Submitted I , `,08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 , Date Approved 10/10/2017 Summary of Products Model, Number or Name. 17022.1 I 1 - "5V Crimp" (116) I steel,26 Gauge hl height, lapped panel mechanically attached o15/32" plywood oW Wood Deck with faste Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf 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.1df 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.pd 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 17022.2 5 V CRIMP 0.032 ALUM ssr.pdd 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. 17022.3 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 Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 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 17022.3 1.5 MECHANICAL method listed in this report'and applicable code sections of seam 2 ga ssr•pdf FBC. Refer to manufacturer's installation Instructions. Created by Independent Third Party: Yes 17022.4 4 - "1.5" Mechanical Seam" (115) 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. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 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 17022.4 MECHANCIAL SEAM method listed In this report and applicable code sections of ALUMINUM ssr.pdg FBC. Refer to manufacturer's Installation Instructions. Created by Independent Third Party: Yes 17022.5 5 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 26 I wroof anel men echni ally atta hed togaug15/32" plyw ng oe steel, ld or w seam od deck ith 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. Installation Instructions FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.12d Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes . Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.g_df Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/3 8/15/2,018 y' Florida Building Code Online 17022.6 16 - "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. 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, Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pdf Created by Independent Third Party: Yes 17022.7 7 - "1.5 in. Nail Strip" (115) 1.5" rib height, 19" wide, 26 gauge steel, standing seam 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 17022.7 1.5 Nail Strip 26GA ssr.pdf 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 FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.8 8 - "EMAX Rib" (R5) 29 gauge steel, 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 177022.8 EMAX Rib ssr.pdf 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 FL17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party, Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. 17022.9 9 - " PBR MAX" (115) 26 gauge steel, 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 17022.9 PBR RIB ssr.pdf 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 FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf of use. Install the assembly In compliance with the Installation Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: REivacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. 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, F.S., please click here . Product Approval Accepts: 0 ® c&hctt M Credit Card Safe .org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/3 Palm City, FL 34990 Comp Ont with Florida Building Code 2017 (6th ed.) Compl,!ant 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" Corrosio'� Resistant Compliant: FBC Sec.1507.4.3 Fastener (Method 1 Attachment): #9 x 1-1/2 Hex -Washer Head wood screw to penetrate 3/1611 mig. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirern nts) Fastener (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to renetratel /16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length 4o meet re uirements) Underlay rr�, nt: To be compliant with FBC Sec. Chart 1507.1.1 Shal be in compliance with FBC Sec.1507. See Fast er attachm t specifications above Install Details` Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESS;, RE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING, 16" o.c. 16" o.c. 8" O.C. 6" o.c. FASTENER SPAS ING (ALONG Panel width) 12" o.c. 12" ox. 12" o.c. 12" o.c. FASTENER SIZE', #9 #10 A #10 1 #10 Reference Da' ARCHITECTURAL TESTING, INC. TST ID#:1 UL 180-06 & 18 Test Report 03893.01-450-18 05/02/14 I7-041 Test Report F3366.01-450-18 12/28/15 TAS 125-03 I Test Report DO5893.02-450-18 07/22/14 *EQ 1897-04 is equivalent to test standard UL 1897-1*Design pressure margin of safety 2.1 BIVALENCY- Locke I under Locke I report. `L1 ` rS yk, not have, not will acquire a financial in'414 afcg p 'm facturing or distributing products owned, operated, or controlled by air coaipart0ornli$ft!4turer, or distributing products under this 0* JtT ,,4� V/_3�/ 7 ��°'s'CNAL �� FL171,_-_,.1 6V Crimp (26GA Steel), 24" Val,°, a Roof Panel -Details ► Limitations: ' 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 el !gineers. 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. Fasteners - #9 x 1-112" Min, or #10 x 1-1/2" Min. per. Table A' for Row rrV Crimp Roof Panel :Spacing and Design Pressures Hex Washer Head Wood Screws . - Dedc: I . 1 V32" or greater Plywood, or Wood plank 2,r now 12" 3/8" PFMO lALSMAMON9 Panel Profile Nominal' 1.2". Nominal 12" O.C. O.C. I . �I Fasten 9 X• -1/2" Min. or #10 X 1-1/2" Min. per Table "A" Hex Washer Head Screw I 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