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Home My WebLink Aboutproduct approvrraw t-conga Mildfng Code Unfine T s i. Pr fes • ; } BRS Home I Log In User Reg&atfon i HotTapr6 Sutunit Surcharge = Stats & Fads 08PE fib A°�It: LI9Fti aHpg �-iYlHf�SS i:u^9TJSCF83_. ub Approval USEW USIIL• PaErrx user :AU CEIVE® I Product Approval Menu > Product or Aaoltatkm Search > Anofiration List > Appruap-on DefaB FL17022-R7 ®6Application Type Revision Code Version 2017ST.ounty, Permitting Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Approved 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 fivaGdation@yahoo.com Richard McKuhen 1, Q d G 0 0 fivalidation@yahoo.com ! L // Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) M-8034 rirhard@emfab.net Roofing Metal Roofing REVIE'F:f . ?# FOR CODE CC az.BANCE ST. IL.UCI �: O U NTY 1 00C 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. f Validation Checklist - Hardcopy Received Certificate of Independence EU7022 R7 COI FL 17022.1 5 V MMP ssr odf Referenced Standard and Year (of Standard) Standard TAS 125 UL 1897 UL 580 Equivalence of Product Standards IF He Copy Certified By Year 2003 2012 2006 Sections from the Code %2bGxHGxFe5QkCH7EgvOQveeg%3d%3d 1/4 rronca uu►►d►ng [;ode Lumne • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Prod FL # f Model, Number or Name 17022.1 1 -'5V Crimp" (116) Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 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 fisted in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions, 17022.2 12 -'5V Crimp" (R6) i 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 manufachirer's installation instructions, 117022.3 3 -'1.5' Mechanical Seam" (R5) i Limits of Use `I 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 j limitations of use. Install the assembly in compliance with the installation method r"isted in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. Description 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 FM7022 R7 II FL 17022.1 5 V CRIMP ssr ndf Venned By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.odf Created by Independent Thins 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 17022 R7 II FL 17022 2 5 V CRIMP 0.032 AL IM r odf Venfred BY: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0.03 ALUM ssr. df Created by Independent Third Party: Yes 1.5' nb height, IF wide, 24 gauge steel, standing seam roof Panel mechanically attached to 15132' plywood or wood deck with dips and fasteners. Installation Instructions MECHAEL17022 R7 IT FL 170Z2 3 1 5 MECHANICAL NICAL steam 24aa ssr DdfZ4aa f Ven�fied By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE fL 17022.3 1.5-LIECELANICAl seam 24oa ssr.Ddf Created by Independent Thin) Party: Yes 17022.4 4 - "1.5' Mechanical Seam" (RS) 1 1.5' n-b heighty 16" wide, 0.032' aluminum, j standing seam roof panel mechanically attached to 15/ 32" Plywood or Wood i Deck with dips and fasteners. I Limits of Use j I Approved for use in HVHZ: No Installation Instructions f Approved for use outside HVHZ: Yes Impact Resistant: iL17o22 R7 II FL 17022.4 MECHANCIAl SEAM ALUMINUM ssr odf No Design Pressure: tN/A/ TableA Veered BY: Locke Bowden, P.E 49704 I Other. Refer to evaluation report for conditions and i fimitations of use. Install the assembly in Created by Independent Third Party: Yes Evaluation Reports compliance with the installation method listed in this report and applicable a code sections of FBC. Refer to manufacturer's installation F� 17022 R7 r, FL Y70 2 4 MECHAN ttr SFapT ALUMINUM ssr, odf instructions. Created by In Third Party: Yes ' 17022.5 5 - '1 in. Nall Strip" (RS) 1" rib height 16" wide, 26 gauge steel, standing ! f seam roof panel mechanically attached to VV32' Plywood or wood deck I with fasteners. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No M7022 R7 II FL 1702Z 5 1 0 NAILSTRIP Venfied By. Locke Bowden, P.E. 49704 ssr odf prlp� aPp_dB.aspx?paraui=wGEVX(�WDWaBQPHPQQe6rMZMkUEoR%2bGxHGxFe5QkCHzE Created by Independent Third Party: Yes I a 4trOQveeg963d.63d 2/4 • ..,...,c. vurwnry a�an.[c �nnttti Design Pressure: JW-Table A Evaluati*RAIE ports Other: Refer to evain report for conditions and F 1702217022J5 1.0 Um cTR c r odf 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 1 6 - '1 in. Nail 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 installation instructions. 17022.7 17 - -1.5 in. Nail Strip' (R5) j 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 installation instructions. 17022.8 ' 8 -'EMAX Rib- (R5) iLimits 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 installation instructions. 17022.9 19 - ' PBR MAX" (PS) Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: yes Impact Resistant No i Design Pressure: +N/A/ Table A Other. Refer to evaluation report for conditions and I• limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code I sections of FBC. Refer to manufacturers installation I instructions. 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 FMM22 R7 17 a1702 1 0 NAIL 'TRIP 0 032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: yes Evaluation Reports EU7022 R7 AE EL 17022.6 1.0 NAIL STRIP 0.0 2 A_ LUM ssr pdf Created by Independent Third Party: Yes 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15132" plywood or wood deck with fasteners. Installation Instructions _FT.17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr Ddf Verified By. Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strio 26GA ssr. df Created by Independent Third Party: yes 129 gauge steel, lapped roof panel mechanical) attached 15/32" plywood or wood deck with exposed fasteners. installation instructions FL17022 R7 11 FL 177022 B EMAX Rib ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: yes Evaluation Reports FL17022 R7 AE R 17702 u EMAX Rib ,rodf Created by Independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FU7022 R7 II 17027 9 DRR RIB 55r Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE F► 17022 9 PBR RIB ssr ndf Created by Independent Third Party: Yes eons Us :: 2601 Blair Stone Road Tallahassee FL phone: gsu_487_2824 The state of Florida 6 an AAjE-0 employer. 99 tK Z997- i a cUft of — Florida_ :: Privacy Stacenertt :: q .. RGfimd S�tement Under Florida law, ema8 addr� are public retards. IF you do not wantycur rma7 address n n resPm6e to a "- maJ to this entity. Instead, mntart the off by phone or by daWonal nra� 7Fyou have airy qua 'l rangy c—nis 3 �p tfo not end ernn�� one. The erra3s provided may be used forefrical communicationkaised Mier Chapter455, F.S. trust provide the Deprartrnatwith an ema� address Tthey have address, Please provide the Departrnent with an enafl address rrhidr li made avaBa6fe to theme — p� ROOrd' U you do rot�v"sh to snppi,. personal Please c do here . P To del=rminE you are a r under Chapter 45.5 Fs., ''fmOMibm7krirl9-cVprfpr app dtl.aVx'?param-wGEWQv' gQaBQPHPQQe6rWMkUEoR%2bGxHGxFe5QkCHzE o Q�Qveeg%3d .63d 3/4 Palm City, FL 34990 mpliant with Florida Building Code 2017 (6th ed.) mpliant with Florida Product Approval Rule # 61G20-3 pliant: Keystone Certifications uct: 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" i Resistant Compliant: FBC Sec.1507.4.3 Faistener 1 (Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/I16:' 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 Denetratp 3/16 min_ thrii Ann, nr E;/st arr,kn,4..,. 4.:—& - . _-j . to - -. -- -•.. - --..._". -1 - � ..�...� w��c�� 111Lv vvVvu tild11K. t • ur sufficient iengtn 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 tails: Table A Allowable Loads M71�HOP 1 . METHOD 2j�EEI METHMETHOD 4 RESSURE* 86 PSF -93.5 PSF -228 PSF MFASTtj�ENER CING 16" ox. 16" ox.6" o.c. SPACING (ALONG Panel width) 12" ox. 12" o.c. 12" 12" o.c. SIZE #9 #10 #10 #10 RefeI rence Data- dRri4rrj:rTj 1QA1 TccTilur- 1mr Ter ruts. ,vc77 UL 580-06 & 1897-041 TAS Test Report LMS93.0I-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 Test Report D05893.02-450-18 07/22/14 1897-04 is equivalent to test standard UL 1897--1 *Design pressure margin of safety 2:1 ��ti illllrr Bowden, P.E. does not have, not will acquire a financial inlq �lfacturing or distributing products this evaluation. Bowden, P.E. is not owned, operated, or controlled by any cooipa►'f�P 1nbiilg&4-tureo, or distributing products under this v O� S WE �r4r % � /7 %' �t'.FLCi�1D��' ��F• �.. - ONAL -�S .r�:lt:!:�t111��` i FL17022.1 *Crimp (26GA Steel), 24" Wide APanel -Details Jrni 1. 2. 3. 4. 5. 6. 7. ierlayment to be compliance with current Florida Building Code (FBC)2017 61h ed. imum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. ducts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D jineering analysis for "project specific approval by local authorities wTjurisdiction is allowed by other registered engineers. classification is not part of this acceptance. Shear diaphragm values are outside this report. ictural port framing in compliance w/FBC 2017 6"' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Loading-. report does not imply warranty, installation, recommended product use outside of this report. Fasteners - #9 x 1-10 Min. or #10x1-1/2'Min. per Tabla'r1'forRow Spacing and Design Pressures HexNJasher Head Wood Screws _777 _ .. T Deck 15132' or grea`tcr Plymod, or Wood plank 24- 12' M" o�rorut sr�,•.rct:, Nominal 12" o.c. Panel Profile Nominal 12" O.C. Fasten 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-15/32" or greater Plywood, or - Wood plank u 1/4/2018 Florida Building Code Online Credit Card Safe tps:/MOddabuilding.org/pr/praPP_dtl.as x?aram=wGEVXQwtD v2aBQ H QQe6rMZMkUEoR°/°2bGxHGxFe5QkCHzE OQvee °/°3d °/°3d 4/4