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Home My WebLink AboutProduct Approval 1/412018 Florida Building Code Online r +M9rraw-i SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links�Se b a USER:Publict c Public User RECEIVE® ! Product Approval Menu>Product or Application Search>Application List>Application Dete 11 O C('r 18 ? E '.� # FL17022-R7 l ' , FL Application Type Revision ST. Lucie County, Permitting Code Version 2017 Application Status Approved Comments 08/18/2017x.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 f lva i i dati on @yahoo.cam Authorized Signature Richard McKuhen nvalldation@yahoo.com File Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 [i" (772)872-8034 RE I�� V6 richard@emfab.net CODE COMPLIANCE Quality Assurance Representative ST. LUCIE COQ :T( �I` Address/Phone/Email BOCC Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Flc Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed LOCKE BOWDEN 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. 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 Year - TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By https:/Avww.flo6dabuilding.org/prlor app dti.aspx?param--wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/a2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 114 114/2018 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/2812017 Date Approved 10/10/2017 ummar of Products Fl.# Model, Number or Name Description 17022.1 1 -"SV Crimp"(RG) 26 Gauge steel, 3/8"rib height, 24"wide lapped roof panel mechanically attached to 15/3211 plywood or Wood Deck wil fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No EL17022 R7 11 FL 17022.1 5 V CRIMP ssrpdf 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 I FL17022 R7 AE EL 17022,1-5 V CRIMP ssr.r)df 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 in tions. 17022.2 2-"5V Crimp"(116) 0.032"Aluminum, 3/8"Rib height,21"wide lapped roof pa mechanically attached to 15/32'plywood or Wood Deck wil exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ.-No FL17022 R7 11 FL 1702 CRIMP 0.032 ALUM 12,2 5 V ssr.p Approved for use outside HVHZ:Yes Verified By: Locke Bowdenr 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 EU7022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr 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. 17022.3 3 "I.T' Mechanical Seam"(115) 1.5"rib height, 16"wide,24 gauge steel,standing seam rc panel mechanically attached to 15/32"plywood or wood de with clips and fasteners. Limits of Use i Installation Instructions Approved for use In HVHZ:No FL17022 R7 11 FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes seam 24ga ssr.Rdf 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--FL17022.3 1.5 MECHANICAL installation Method listed in this report and applicable code I seam 24ga sscodf sections of FBC. Refer to manufacturer's Installation r 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 15132"plywood or Wot Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use In HVHZ:No FL17022 R7 11 FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ:Yes ALUMINUM ssrod 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 ssrodf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party:Yes Instructions. 17022.5 in, Nall Strip"(115) 1"rib height, 16"wide,26 gauge steel,standing seam roof ^--i',-,-c-rnl,(w-rr-riur)(3vAfla%3d%3d 2/4 114/2018 Florida Building Code Online panel mechanically attached to 15/32"plywood or wood de with fasteners. Limits of Use Installation Instructions Approved for use In HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP s-snod 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 and FL17022 97 AE EL 170225 1.0 MAILS—TRIP sgr.gdf limitations of use.Install the assembly In compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.6 6-"I in.Nail Strip"(RS) 1"rib height, 16"wide,0.03211 aluminum,standing seam rl panel mechanically attached to attached to 15/3211 plywooc Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use In HVHZ:No FL17022 R7 IT FL 17022.6 1.0 NAIL STRIP 0.032 Approved for use outside HVHZ.Yes ALUM ssr.pd Impact Resistant:No Verified By: Locke Bowden, P.E.49704 Design Pressure:+N/At-Table A Created by Indipendent Third Party: Yes Other. Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the &17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 Installation method listed in this report and applicable code ALUM ssnod sections of FBC. Refer to manufacturer's Installation Created by Independent Third Party: Yes instructions. 17022.7 7-"1.5 in. Nail Strip"(RS) 1.5"rib height, 19"wide,26 gauge steel,standing seam rc panel mechanically attached to 15/32"plywood or wood de with fasteners. Limits of Use Installation Instructions Approved for use In HVHZ:No FL17022 R7 II FL 17022.7 1.5 Nail Stein 26Q6 ssr-od 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 and FL17Q22 R7 AE FL 17022.7 1.5 Nail Strip 260A ssrpdf limitations of use.Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.8 8-"EMAX Rib-(115) 29 gauge steel, 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 11 FL 177022.8 EMAX Rib ssr.odf 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/At-Table A Evaluation Reports Other. Refer to evaluation report for conditions and FL17922 R7 Ar: FL 177022.8 EMAX Rib ssr od limitations of use. Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's Installation instructions. 17022.9 9-" PBR MAX'(115) 26 gauge steel,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 11 EL,17022.9 PBR RIB ssrpdf 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 and FL17022-R7 AF- Fl-17022.9 PBR RIB-ssr.pdf limitations of use. Install the assembly In compliance with the Created by Independent Third Party: Yes installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. Contaa Us;:2601 Blair Stone Road.1111ahassee EL 32399 Qhone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 20077-2013 state of Florida-::privacy Steinman ::Accessibility statement::Refund statement 640-11......f^Arlahifildinn nrn/nr/nr ano di.ast)x?Daram--wGEVXQwtDqv2aBQpHpQQe6rmZMkUEoR%2bGxHoxFe5QkCHzEqvOQveeg%3d%3d 314 „Product ReportFabricators, 2160 SW Poma Drive Palm City,FL 34990 772)872-8034 ,Florida Product Approval # 17022.1 5-VCrimp NON HVHZ Compliant with Florida Building Code 2017(fig'ed.) Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications Product:S V Crimp 26GA Steel Roof Panel FBC Sec. 1SO7.4.2 Yield strength:SO ksi min.;Attached to min.15/32”plywood or Wood Deck w/min.0.42 specific gravity with screws. 24" Coverage Rib Height 3/$" Corrosion Resistant Compliant: FBC Sec. 1S07A.3 Fastener 1 (Method 1 Attachment):#9 x 1-1/2" Hex-Washer Head wood screw*to penetrate 3/16" min.thru deck or S/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 attach ent specificat pas 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. A 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 1 #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06&1897-041 Test Report 006893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 12S-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY--UL 1897-o4 is equivalent to test standard UL 1897-1��tttr Vesrgnpressure margin of safety 2:1 Lucke Bowden,P.E.does not have,not will acquire a,financial intie ` ,�s44Y m.�fq�facturing or distributing products under this evaluation. +•• °„ Locke Bowden,P.E.is not owned,operated,or controlled by air compa�itiii,mi6�fabttures,arbstributing products under this report. /jo'� o �S A�t: •fid .mss A VK �r,s.''/O MAL��°.•°' FI-17022.1 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 601 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. 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. Faste"- #9-1-1irMin. ' #10 x 1-112"Min.peFTsbIbA'for Row 5-V Cwnp Roof Paid Spacing and Design Pressures Hex Washer Head Wood Scram Dedc 1WXor greater PlMood,or Mod plank -we 318' 12' Q P T 10 M L STI;UAT I t I W Panel Profile Nominal 12" Nominal 12" O.C. O.G. Fasten TP—Ti--1/2"Min. or #10 x 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -ftod plank A