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Home My WebLink AboutPRODUCT APPROVAL1/10/2019 https://mail-attachment.googleusercontent.com/attachmentlu/0/?ui=2&ik=5cb96bl f25&attid=0.1&permmsgid=msg-f:16221080726699948... �JjF'lorida :Department 'of Business i PProfessional i [[;''Florida ;Department of ;Business & 'Professional !Regulation Office of the N myFlorida Logo; �j- Town Graphic; IGDBPRUGAbout �BPR. It Contact I Hot Submit Stats Contact BCiS BCiS Home Log In User Registration & Publications Site Links Search iTopics Surcharge Facts Us Map -i FILE COP` ProdactfAp rova1 SCANNED j USER: Public User BY St. Lucie County fProduct Approval Menu > Rroduct or Application Search > Application List> Application Detail J FI # F�L� *7NQR7 Application Type Revision Code Version 2017 (` l 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 flvalidati(L @yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 'cn hard@emfab.net REVIEWED FOR Quality Assurance Representative CODE' COMPLIANCE Address/Phone/Email ST.. LUCIE COUNTY Category Roofin BOCC 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 LOCKE BOWDEN developed the 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. https://mail-attachment.googieusercontent.com/attachmentlu/0l?ui=2&ik=5cb9sbI f25&attid=0.1 &permmsgid=msg-f:1622108072669994827&th=1682... 1/5 111012019 https://mail-attachment.googleusercontent.com/attachment/u/0/?ui=2&ik=5cb96blf25&atfid=0.l&pennmsgid=msg-f:16221080726699948... s Validation Cher Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 -UL 580 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 Year 2003 2012 2006 FL # 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 1I 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. FL_17022 R7 AE FL 17022.1 5 V Install the assembly in compliance with the CRIMPdsscp_df installation method listed in this report and Created by Independent Third Party: Yes applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 2 - "5V Crimp" (R6) 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 IT FL 17022.2 5 V CRIMP 0.032 A UM , srRdf Approved for use outside HVHZ: Yes 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 Evaluation Reports conditions.Install the assembly in compliance with FL17022 R7 AE FL 17022.2 5 V CRIMP 0,032 L ssrpdf the installation method listed in this report and applicable code sections of FBC. Refer to Created by Independent Third Party: Yes manufacturer's installation instructions. https:llmail-attachment.googleusercontent.com/attachmentfu/0/?ui=2&ik=5cbg6bl f25&att1d=0.1 &permmsgid=msg4:1622108072669994827&th=1682... 2/5 1/1U/2U79 https://mail-attachment.googleusercontent.com/affachmenttu/0/7ui=2&ik=5cb96b1 f25&attid=o.1&pennmsgid=msg-f:16221080726699948... 17022.3 3 - "1.5" Mechanical Seam" i(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. 17022.4 4 - "l.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 15 - "I 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 listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.6 16 - "1 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 listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.7 17 - "l.5 in. Nail Strip" (115) 1.5" rib ht 16" wide, 24 gauge steel, standing seam roof'pmial mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Installation Instructions FL17022_R7 II FL 17022.3 1.5 MECHANICAL seam 24ga_ssnpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes 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 TT FL 17022 4 MECHAN TAL SEAMALUMTNUM ¢srQdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022_R7 AE FL 17022.4-MECHANCIAL SEAM ALUMINUM_ssr.pdf Created by Independent Third Party: Yes 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Installation Instructions FL17 22 R7 11 FL 17022.5 1.0 NAILSTRIP ssnpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NATLSTRTP ssrpddf Created by Independent Third Party: Yes 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 R7JI 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 R7AF FL 17022.6 1.0 WATT STRIP 0.032 ALL>M.,acrpdf Created by Independent Third Party: Yes 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" https:Hmail-attachment.googieusercontent.com/attachment/u/0/?ul=2&ik=5cbg6bif25&attid=o.l &permmsg1d=msg-f:1622108072669994827&th=1682... 3/5 1/10/2019 https://mail-attachment.googiousercontent.com/attachment/u/0/?ui=2&ik=5cb96b1f25&attid=0.1&permmsgid=msg-f,.16221080726699948... plywood c od deck with 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. 17022.8 18 - "EMAX Rib" (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. 17022.9 19 - " PBR 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 installation instructions. Installation Instructions FL17022 R7 ii=FL 17022.71.5 Nail Strip 6GA ssnpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022_R7 AE FL 17022.7 1.5 Nail Strip 69ssnpdf - - - 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 ssnpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7AE FL 177022.8 EMAX Ri ssnpdf Created by independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 17022.9 PBR RIB ssnpdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FLI7022 R7 AE FL 17022.9 PBR RIB ssnpdf Created by Independent Third Party: Yes Back Next Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copysjght 2007-2013 State of Florida.:: Rrivacy 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 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: ,, 1 1 MI�� i�,I https://mail-attachment.googieusercontent.com/attachmentlu/0/?ui=2&ik=5cb96bl f25&attid=0.1 &permmsg1d=msg-f:1622108072669994827&th=1682... 4/5 Palm City, FL 34990 Compliant with Florida Building Code 2017 (611 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 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE" -86 PSF 93.5 PSF -301 PSF -228 PSF ROW SPACING 16" o.c. 16" o.c. 8" O.C. 6" Q.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 & 1897-042 Test Report Db893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/is 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 nrnrUy pressure margin of safety 2.1 ,111 Locke Bowden, P.E. does not have, not will acquire a financial in \t4.4� n e j�"cq n4 m iyfacturing or distributing products under this evaluation. v• ;.•' Locke Bowden, P.E. is not owned, operated, or controlled by atly compart$pm49afaLturem, or distributing products under this report. • ! y✓Cr Ti �'t'r FL17022.1 5 rimp (26GA Steel), 24" Wide Roc anel - 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 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 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 - #9.1-12"Mln. or #10.1-1Q"Min. per7eb/e'q"for Row bV Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Deck: -15132' a greater Plywood, or - Whod plank Panel Profile 12" D.C. I — D.C. Fasten 1 9 x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Wisher Head Screw Panel Spaced 12" o.c. across the Panel VVdth OverlapReferto Table "A" for SpacingAlong Panel Length Deck-15/32" or greater Plywood, or -Mod plank