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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGLOX is eProfessionalRegulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map I Links I Search I a Product Approval 1,,1`{I USER; Public User FILE COPY Product Approval Menu > Product or Application Search > Application List > Application Detail RECEIVE@ NOV 212018 Application Type Revision Permitting Code Version 2017 St, LOCI@ COLIntyent Application Status Approved Comments Archived �-roduct�INanufacturen Address/Phone/Email ;QED FASTENERS OR ATTACHMENTS CONTRACTOR OR RECORD TME Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 4atecgory, j Sutscategory_ i Compliance Method I 08/18/2017v.date reapply 08/21/17 0 ta1;Ea bdc-atorsytL=L°CF' 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com SCANNED BY St Lucie County Richard McKuhen210 SW ]Q Pa 6m City, PFL�3 990��y�,:„�� 1 tT% I �� (772) 872-8034 rchard@emfab.net ST. LUCIE COUNTY BUILDING DjW REVIEWED FOR COMPLIANCE Ii PLANS AND PERMIT MUST BE KVT)ON JOB "ofing�, SITE OR NO INSPECTIONS) W L E MADE 4MZtaP Rbbfing_. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. 105 Validation Checklist - 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 - Year 2003 2012 2006 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT I`• Kl( BE NECESSARY IN ORDER TO ;JOMPLY !MITI-( ALL APPLICABLE CODES. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/18/2011 08/'5/2017. 08/28/2b17 10/10/2017 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 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.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 FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM 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 assembly in compliance with the installation method listed in FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf 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 Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24ga ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. i 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 Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 5 - "1 in. Nail Strip" (115) 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 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 and Palm City, FL 34990 Comp'iant with Florida Building Code 2017 (6th ed.) Cc :!ant with Florida Product Approval Rule # 61G20-3 i Compliant: Keystone Certifications corrosion Keslstant Lompiiant: rest, bec. 15ui.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" 'imin. 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:iShall be in compliance with FBC Sec.1507. See Fastener attachment specifications above Ins •all µ : Tab - - - - - .. _ Detailsle A AllM-151-eliLoads METH D 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF n rs " 16 O.C. 8 o.c 6 o.c. 16 _ �FAS7ENR SPaCING(ALCP.c anelwrdthj ,, 1�2" o.c. 12" o. 12" o.c. 12" o.c OI�. rw _ F.ASMENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report DI5893.01-450-18 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? I *Design pressure margin of safety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial intq arF�cgrlm�*facturing or distributing products ! y � under this evaluation. a Locke Bowden, P.E. is not owned, operated, or controlled by ally cosnpariVorm4b lafatturer, or distributing products under this report. I :.0 : /` " ..% • .e. - r491:05i.•- FL17022.1 Crimp (26GA Steel), 24" Wide F' f Panel -Details 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 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. 15/32" or greater Plywood, or Wood plank 24- 127 19' 7 J__ Nominal 12" Nominal 12" O.C. O.C. Fasten Yg x 1-1/2" 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