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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFSCANNED i Professional BY 6M 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 ! ro Product Approval ^i USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL FL17022-R, L. l Application Type Revision J U L ®3? Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments 08/18/2017v. date reapply 08/21/17 Archived LJ P�du�ct Manufactures Extreme,Meta b cato.rs;'LL, , Address/Phone/Email 2160 SW Poma Dr vi e Palm City, FL 34990 (772) 872-8034 f l va l i d a do n @yahoo . co m Authorized Signature Richard McKuhen THESE PLANS AND ALL PROPOSED WORK fivalidation@yahoo.coARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Technical Representative Richard McKuhert COMPLY WITH ALL APPLICABLE CODES. Address/Phone/Email 2160 SW Poma Drive CONCEALED FASTENERS OR ATTACHUENTS OF THE Palm City, FL 34990 (772) 872-8034 rchard@emfab.net-?C ARE THE RESPONSIBILITY CONTRACTOR OR RECORD��— Quality Assurance Representative ST. LUCIE COUNTY BUILDING DI ION Address/Phone/Email REVIEWED FOR CO LIANC , REVIEWEDIB AL •ategory 8ub¢ategory J;Roog- DATE - l Rdofing? PLANS AND PERMIT MUST BE KEP N JOB SITE OR NO INSPECTIONS) WILL BE MADE 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 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. !;6 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 Year TAS 125 2003 UL1897 2012 UL 580 2006 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products 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 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. Install the Installation Instructions FL17022 R7 II FL 17022.1 5 V CRIMP ssr.p�f Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports 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" (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 Approved for use in HVHZ: No Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions.Install the Evaluation Reports 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 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 244a ssr.pdf 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 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 Approved for use in HVHZ: No Installation Instructions FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Evaluation Reports 2160 SW Poma Drive Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications 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 DefialIs: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 1Install DE --SIGN PRE-SSURE* ROW SPACING -86 PSF 16" o.c. 12" o.c. #9 -93.5 PSF 16" o.c. 22" o.c. #20 -202 PSF 8" O.C. -228 PSF 6" o.c. FASTENER SPACING ALANG Panel width 22" o.c. 22" o.c. . FASTENER S12E #10 #20 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 UL 580-06 & 2897-041 Test Report EMS93.01-450-18 05/02/14 Test Report F3366.01-450-18 22/18/15 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 of safety 2.1 c.�ll{IIII/N.. Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by report. qS. ar�cggymiaiacturing or distributing products coaipa►V;)rn191af3kturer, or distributing products under this �)!'ONAL- I FL17022.1 6V Crimp (26GA Steel), 24" Wide Roof Pane, , betails 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. 5.1 Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 61h 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. W32" or greater Plywood, or Wood plank L4- -01 12 318" Nominal 12" l� Nominal 12" O.C. 7 O.C. Fasten A9 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 Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank