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Home My WebLink About5-V Panel Approval11/15/2020 Florida Building Code Online r Business ►ProfessionalRegulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts (. Publications Contact Us BCIS Site Map I Links Search d.F* Product Approval r 4USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived 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 Richard McKuhen flvalidation@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 _ 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. 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 TAS 125 UL 1897 UL 580 Year 2003 2012 2006 Sections from the Code https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 11 /15/2020 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Of Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 10/05/2020 I FL * I Model, Number or Name I Description I 17022.1 1 - "5V Crimp" (116) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel I mechanically attached to 15/32" plywood or Wood Deck with i fasteners I I Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.pdf i Approved for use outside HVHZ: Yes Verified By: Locke Bowden, RE. 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.pdf 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 Approved for use outside HVHZ: Yes FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf 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.pdf 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 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 24ga 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 I 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 1I Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes I 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 1 method listed in this report and applicable code sections of ALUMINUM ssr.pdf I FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.5 5 - "1 in. Nail Strip" (R5) 1" rib height, 16" 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 17022.5 1.0 NAILSTRIP 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 17022.5 1.0 NAILSTRIP ssr.pdf of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes https:(/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/3 11 /15/2020 Florida Building Code Online method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.6 6 - "1 in. Nail Strip" (R5) 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 FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ Table A I 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 0.032 'ALUM ssr.pdf i Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions, 17022.7 7 - "1.5 in. Nail Strip" (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. Limits of Use Approved for use in HVHZ: No 1 Installation Instructions FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssrpdf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Evaluation Reports I Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Created by Independent Third Party: Yes I of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of i FBC. Refer to manufacturer's installation instructions. 17022.8 8 - TMAX 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 y FBC. Refer to manufacturer's installation instructions. 17022.9 9 - " PBR MAX" (R5) 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 j FL17022 R7 AE FL 17022.9 PBR RIB ssrpdf of use. Install the assembly in compliance with the installation j Created by Independent Third Party: Yes method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. right 2007-2013 State of Florida.:: EcLvacy Statement :: Accessibility Statement :: Refund Statemen 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 mail. 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 emails 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: eGkceck Credit Card Safe https://www.floridabuilding.org/prlpr app_dti.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/3 Palm City, FL 34990 (772)872-8034 Compliant with Florida Building Code 2017 (61h 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 1 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. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report a05893.01-450-18 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 2.1 ,,,e{ r►►►�►.._ Locke Bowden, P.E. does not have, not will acquire a financial int irj � `cif f n�►m�i*facturing or distributing products under this evaluation. . ° • Locke Bowden, P.E. is not owned, operated, or controlled by air coe7par(Vfjrnbb0feitur4, or distributing products under this report. fr + S4'T i +'rtet of . FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h 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 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 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. IN emll /200 11 10i Deck: 15132" or greater Plywood, or Wood plank — Fasteners - #9 X 1-1/2" Min. or #10 X 1-112" Min. per Taft A' for Row Spacing and Design Pressures Hex Washer Head Wood Screws A\ 24- 39' JOPTIONAL STRt#:TtOM Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten kT—x1-1/2" Min. or #10 X 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or - Wood plank