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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF'7' - _ � DBPRHDtlE' A60111'OfiPR D6PR4If71310pS'COtirACt1)81'R BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Links Search Product Approval _ USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL FL17,022_;RT. t„ RECEIVED Application Type Revision Code Version 2017 J U L 0 3 Z018 Application Status Approved ST. Lucie County, Permitting Comments 08/18/2017v. date reapply 08/21/17 Archived ❑ TFi -PLANS AND ALL PROPOSED WORK Product Manufachr. Extreme Me�talFabneafA BJECTTO ANY CORRECTIONS A ress Phone E afl 2160 SW Poma Drive REQUIRED BY FIELD INSPECTORS THAT Palm City, FL 34990 MAY BE NECESSARY IN ORDER TO (772) 872-8034 COMPLY WITH ALL APPLICABLE CODES. fivalidation@yahoo.com Authorized Signature Richard McKuhen fivalidation@yahoo.com Technical Representative Richard McKuhen v 2160 SW Poma Driv " Address/Phone/Email ,-�L�3O� ^�p Palm City, FL 34990�(2(N�� (772) 872-8034 Rchard@emfab.neST. LUCIE COUNTY BUILDING DI, ION REVIEWED FOR COMPLIANCE Quality Assurance Representative REVIEWE Address/Phone/Email DATE PLANS AN PERMIT MUST BE KEg ON ]OB SITE OR NO INSPECTION(S) W&L BE MADE Category Roofing, ubcategory ,; I Metal FtooHng} Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN FILE COPYEvaluation 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. Certificate of Independence Referenced Standard and Year (of Standard) CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Equivalence of Product Standards Certified By id6 Validation Checklist - Hardcopy Received 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 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 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.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 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.gs f 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" (R5) 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.gd sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 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 dips 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 15 - " i in. Nail Strip" (115) 11" 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 Palm City, FL 34990 Compliant with Florida Building Code 2017 (6" ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications corrosion Kesistant compliant: 145c bec. i5ui.4.5 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 De ails: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRE-SSURE* ROW SPACING -86 PSF 16" o.c. lk -93.5 PSF 26" o.c. -202 PSF 8" O.C. -228 PSF 6" O.C. FASTENER SPACING {ALONG Panel width 12" o.c. 22" o.c. 22" o.c. 22" o.c. jj,FAS1TjENE8LSIZE #9 #20 #20 #20 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 2897-041 Test Report EMB93.01-450-18 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 teststandard UL 1897-12 *Design pressure margin ofsafety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial in 4 ar� �c0 LO ► �ftcturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a& coaiparilj)rnbf1Rf9hurer, or distributing products under this report. ; _ • F1G'mD 'ONAL FL17022.1 SV Crimp (AGA Steel), 24" Wide Roof Panei=-vetails 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. 6.1'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. 15132" or greater Plywood, or Wood plank 24- 12" 31W Panel Overlap Nominal 12" Nominal 12" O.C. O.C. Fasten L9 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-15132" or greater Plywood, or -Wood plank