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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFFlorida Building Code Online Page 1 of 3 act® 5 z BOS Home Log In User Registration ( Hot Topics ( Submit Surohug. i Stats & Fees Publications ( FBC Staff ecis site Map ( Units ± Search I Flora i�' Product Approval ' I (USER: Public User ST. LUCIE COUNTY 18UILD�T .,. . -r REVIEVI'> D FOR CO1MPL PrDmlct ADoroval Menu > PrMuCt or ADDlirallon Search > ADollcetlon LISt > Appileatlo t Detail ViL'11<tL`T D V • Code Version 2017 OR NO INSPECTION WILL BE IUDEI tlo0_$ta[4s--'----•------"----..__..-._..__-._...-'-'--�'--•-'----._.Approved_.-------'-----_..._..----_.--•---__..._..--.._.._:_..----------.._-_.__.__............................ ......... .. ... . Comments 08/18/2017v. date reapply 08/21/17 Archived G Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive rt1G@E j Palm City, FL 34990 _ THESE Rvalidetion@yahoo.com ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD � Authorized Signature Richard McKuhen Fivalldatlon@yahn@yahoo.com MAY BE NECESSARY IN ORDER Tc O J i but n�p� GOMM WIT"" /•�6 APPWQASW 0000M Technical -Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 emf Rchard@emfab.neC CONCEALED FASTENERS OR ATTAUMM ARE THE RESPONSIBIL" OF ME Quality Assurance Representative Address/Phone/Email CONTRACTOR OF RECOM 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 El"Ida-1.1cense PE 49704 Quality Assurance Entity Keystone Certifications, Inc. ..... ........ ... ......._.._..._...... .......... ._._-._..........--Quality-Assurance.Contract-Expiration-Date -•--..-_ Validated By Zachary R. Priest, P.E. ® Validation Checklist - Hardcopy Received Certificate of Independence F117022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL580 20D6 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 COPY FILE 1- +....-.I L------ XI--._.3—t--- CI -I:.- - - r r i.>f n i-.ra r...-. .. .. �.. .... _ — •— — - — Florida Building Code Online Date Pending FBC Approval Date Approved 08/28/201Y 10/10/2017 Page 2 of 3 FL As Model, Number or Name Description 17022.1 1 - "SV Crimp" (116) 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 Installation Instructions FL17022 R7 fI FL 17022.1_5 V CAMP ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports assembly In compliance with the installation method listed In this Created by Independent Third Party: Yes report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.2 12 - "5V Comp" (116) Limits of Use Approved for use in HVHZ.• No Approved for use outside HVHZ: Yes Design Pressure: +N/A/ Table A Other: Refer to evaluation report for condlUons.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. 17022.3 13 - "1.5" Mechanical Seam" (R5) 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 theInstallationmethod listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.4 14 - "1.5" Mechanical Seam" (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 use. Install the assembly In compliance with the installation method listed In this report and applicable code sections of FBC. Refer to 17022.5 15 - "1 In. Nall Strip" (R5) 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 method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installatlon instructions. 17022.6 16 - "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 method listed in this report and applicable code sections of FBC. Refer to manufacturers Installation instructions. 17022.7 17 - "1.5 In. Nail Strip" (R5) 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 Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0,032 ALUM ssr.vd Created by IndependegtThird Party: Yes 1.5' rib height, 16' wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with dips and fasteners. Installation Instructions FI i 7022 R7 1I FL 17022.3 1.5 MECHANICAL seam 24aa ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.3 1.5 MECHANICALseam_24aa ssr. odf Created by Independent Third Party: Yes 1.5" rib helght, 16' wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Installation Instructions Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes 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 NAILSfRIP ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 1' rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Installation Instructions FL17072 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.6. 1.0 NAIL STRIP CO32_AWM ssr.odf Created by Independent Third Party: Yes Florida. Building Code Online Page 3 of 3 1.5" rib height, 19" 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 1I FL 17022.7 1.5 Nail Strin 26GA ssr.Ddf 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 limitations of FL17022 R7 AE FL 17022.7 1.5 Nall Strip 26GA ssr.Ddf Created by Independent Third Party: Yes use. 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. plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 177022.8 EMAX Rib ssr.Ddf 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 limitations of FL17022 R7 AE FL 177022.8 EMAX Rib ssr.odf use. Install the assembly In compliance with the Installation method Created by Independent Third Party: Yes listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.9 9 - " PBR MAX" (RS) 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 II FL 17022.9 PBR 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 Pressures +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations of FL27022 R7 AE FL 17022.9 PBR RIB ssr.odf use. Install the assembly In compliance with the Installation method Created by Independent Third Party: Yes listed In this report and applicable code sections of FBC. Refer to manufacturers installation Instructions. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 650.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Atcesslblllty Statement:: Refund Statement Under Florida law, enroll addresses are public records. If you do not want your e-mail address released In response to a pub0arecords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions„ please contact 850AS7.1395. -pursuant to Sectlun 455.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ¢malls provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a Ilwisee under Chapter 455, FS., please ellck bgrg. Product Approval Accepts WE 0 M (.: Compliant with Florida Product Approve :Compliant: Keystone Certifications ICING..:....: • ....:. ...... ... ... . . •.. • > .. . t^SRpC1NG;;(ALONG `Panel_widtb), CT . L•TESTING `i1N •', �•897.: 4. a o. NG`Y=UL:X$9; 0!i'Fs iegvfvalenr:to"test'tarii 160 SW oma Drive Palm City,. FL 34990 form':: AI_I5. .2•:: -'b. : <.;:';:: «: •° Iy •� S'. :few., . ash`e Heatl=: oo'd screiov.. toy wood-' :lank:::/; :.ot,su fi.cient :len` h! 1 Aimeet'. mehUffito•;wopd,h .la'nk :(*:orsuffi.c er t-len" t�h•. I1.^ Fastenen atachriet s ecic_aations<_a ove S�r,'#- ET P M �Q xr+ - t FI Q_ L ..METH.OD4i. ,.rac ic;ti•` - !!5 �'.'�;u?�!k�: i,::'.{,� hl��'' ',,.: -,a: - ''ids f; .:..?; t. _ rZr=:•Q. -:�,. '`L. car• a '.`s� ties :�� .4 1. '•�•'y�ria- }:�:2�•:-:.� �. ,i •(tip ' M4 x•t s•{L 13 9•ago :a. . os. � �d�= F� �{.k, .�,� ii _ x .V"•a. v� .L L i. t� f=• L �..• s�.! - jar• ntti.',. ?R :F [7 :i• �S. report - ar ex: _ lt•; _ F • t, rI .... IFS' FL•c5vjf":ry/'rK��".S<— �•_4k '_. rib4.;.:.i:ry aiatir�Qr;rstuttri rod�7 .... ;, •; •• ti;• ;::-" 5i JK ;'roc:; '::1: =]L-• . iY'• S' �'Y r r r,.l•+ �,f 5 Y:'.. y •ek^ l W- r r, - •ii fir... - �r s.. 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 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. Dadc -1&%r or greater Plywood, or -MmI plank 24" 12" 3/8" Panel Profile Nominal 12" Nominal 12" O.C. O.G. Fasten LT971-1/2" Min. or #10 x 1-1/2" Min. per 'fable "A" Hex Wisher Head Screw Spaced 12" o.c. across the Panel IlWdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wbod plank