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Home My WebLink About5V CRIMP (EXTREME) revision11/9/2020 Florida Building Code Online Ir �,j,�`i b a1 d,y i�pdgd Ill ��Product Approval p r\\\iii USER: Public User ProdApproval Menu > Product or ApyGcazlun Search > Applleallon 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 fiva I idation@ ya hoo. com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Perna Drive Palm City, FL 34990 (772)872-8034 richard@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. I 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.W Standard TAS 125 UL 1897 UL 580 Year 2003 2012 2006 Sections from the Code https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 11/9/2020 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 10/05/2020 IDif„_ I Model, Number or Name I Description 17022.1 ) 11 - "5V Crimp" (116) 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 assembly In compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. 17022.2 12 - "5V Crimp" (R6) 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 assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Installation Instructions FL17022 R7 II FL 17022,1 5 V CRIMP ssr.pi 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 pd( Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssrpif Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE. EL. 17022.2 5 V CRIMP 0.032 ALUM sscgd Created by Independent Third Party: Yes 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 2493 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 24gi3`ir.pd-f FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.4 4 - "1.5" Mechanical Seam" (RS) 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 EL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssrpd( Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/-TableA 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 17022.4 MECHANCIAL SEAM method listed in this report and applicable code sections of ALUMINUM ssnRdf FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party: Yes 17022.5 15 - "1 in. Nail Strip" (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 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 FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022 5 1,0 NAILSTRIP ssr pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFeSOkCHzEgvOQveeg"/u3d°/n3d 213 Palm City, FL 34990 (772)872-8034 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G2O-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 005893.01-450-18 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 ?f i IF If,. *Design pressure margin of safety 2:1 D r 0, Locke Bowden, P.E. does not have, not will acquire a financial intpl' +lq 0JC�cq j »n'm�f4+facturing or distributing products under this evaluation. • " Locke Bowden, P.E. is not owned, operated, or controlled by ady cotnparfVpn 4b06atur;r, or Elstributing products under this report. /717 m v , FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -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. A_ 441 Deck: -15132" or greater Plywood, or - Wood plank - Fasteners - #9 x 1-112" Min. or #10 x 1-112" Min. pw7We'AR for Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws OPTIONAL STRIATIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 9 x 1-1/2" Min. or #10 x 1-112" 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-15132" or greater Plywood, or -1Nbod plank