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Home My WebLink AboutPRODUCT APPROVAL1%4(2018 Florida Building Code Online 4 f 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Se Ea w Product Approval t USER: Public User FILE COPY L ED— ��-- Product Approval Menu > Product or Application Search > Application List > Application Ihtall FL # FL17022-R7 2018 Application Type Revision PermittinCode Version 2017_ 9 Application Status Approved�� Comments CONCEALED FASTENERS OR ATCACIHMEM'S �l 2017v. date reapply OB/21/17 BYOGL5L�J ARE THE RESPONSIBILRYOFTHE 08/18/ Archived CONTRACTOR OR RECORD Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email E PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS TIRED BY FIELD INSPECTORS THAT BE NECEMPy NIORD iWtative PL%'WITHk&&s&IARhL0A8ILE CODES. Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 fivalidation@yahoo.com Richard McKuhen fival Idati on @yahoo -co m Richard McKuhen 2160 SW Poma Drive Palm City, FL 349 0 (772) 872-8034 1Q�t,Jt I�j goo,,, ( -r,6 richard@emfab-net 25T.c&-'TA-n�C- ST. LUCIE COUNTY BUILDING D VISI REVIEWED FOR COMPLIANC REVIE DATE t Roofing PLANS AND PER IT MUST BE K ON JOB Metal Roofing SITE OR NO INSPECTION(S) W BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Flc Professional Engineer Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022 5 v CRIMP ssr.odf Randard Year TAS 125 2003 UL1897 2012 UL 580 2006 1/4 11 2018 Florida Building Code I_ Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 17022.1 Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 Model, Number or Name i "5V Crimp" (R6)'!: ; `.,' ., ;.�`',�,�i•�F� ;dui 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 ^ — 2 - 115V Crimp" (116) Limits of Use Approved for use. in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:!+N//V:Table A :Other: Refer to.evaluatign report for conditlons.Instal I the assembly in compliance with the installation method listed in this report and applicable, code sections of FBC. Refer to manufacturer'91jistallation instructions. __ 9 - "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 Other: Refer to valuation report for conditions and limitations Of use. Install the assembly in compliance with the e installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. r 17022.4 4 - "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 other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance ancewith the installation method listed in this report and applicable ode sections of FBC. Refer to manufacturer's installation I instructions. _— 5 - "1 in. Nail Strip" (R5) — T1" rib height, 16" wide, 26 gauge steel, standili ng seam roar _-•--.......,",„�....,�•.,e..cn�rW�l=nurlc]vRao°load%3d 2!4 Description 26 dauge'ste, mechanically, -3/8" rib height, 24" wide lapped roof panel Cached to 15/32" plywood or Wood Deck wit Installation Instructions FI 17022 R7 II FL 17022 1 5 V CRILI9—ssr.odf 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 odf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa mechanically attached. to 15/32" plywood or Wood Deck wil exposed fasteners _^ Installation Instructions rorwta p 032 ALUM ssr p FL17022 R7 II FI. 17022 2 5 - Verified By: -Locke Bowden, RE..49704 Created by. independent third'Party: Yes Evaluation ;Reports' F ip 2 R7 "c ci 1 �n�9 i 5 V CRIMP 0' 032 ALUM ssrt Created- b Independenf ,Third'�Party; ;Yes' 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. Installation Instructions FL 17022 R7 II FL 7022 3 1.5 MECHANI L jgam 24oa ssr.odt P.E.49704 Verified By: Locke Bowden, Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AF Fi 17n72 3 i 5 MEC ir ... _ -- --- i Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, stano Wo g seam roof panel mechanical) attached to 15/32" plywood Deck with clips and fasteners. 17022.5 Installation Instructions FL17022 R7 FL 4 MECHANI"IAL SEAM ALUMINUM ssr.adf Verified By: Locke Bowden, RE. 49704 Created by Independent Third Party; Yes Evaluation Reports EL17022 R7 AE FL 17022 4 MECHANCIAL SEAM ALUMINUM ssrnsl_f Created by Independent Third Party: Yes i 1/4/2018, Florida Building Code Online panel mechanically attached to 15/32" plywood or wood de 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 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. 17022.6 16 - "I 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" (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 manufacturer's installation instructions. 17022.8 18 - "EMAX Rib" (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 manufacturer's installation instructions. 17022.9 19 - " PBR MAX" (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 manufacturer's Installation instructions. Installation Instructions FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022 5 1 0 NAILSTRIP Ssrodf Created by Independent Third Party: Yes 1" rib height, 16" wide, 0.032" aluminum, standing seam rl panel mechanically attached to attached to 15/32t1 plywooc Wood Deck with fasteners, Installation Instructions FL17022 R7 II FL 17022.6 1,0 NAIL STRIP 0.032 ALUM ssr.Ddf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL_170 2 6 i 0 NAIL STRIP 0 032 ALUM ssr.pdf Created by Independent Third Party: Yes 1.5" rib height, 19" wide, 26 gauge steel, standing seam rc panel mechanically attached to 15/32" plywood or wood de with fasteners. Installation Instructions FL17022 R7 II FL 17022.7 1.5 Nail Strip 25GA ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 7022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr Ddf Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached to 15132" plywood or wood deck with exposed fasteners. Installation Instructions L17 2 I FL 1770 2.8 EMAX Rib sr. d Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 177022 A EMAX Rib ssr.Ddf Created by Independent Third Party: Yes A 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL i 7022 R7 II F�170�� a DRR RLB ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.9 PBR RIB ssr.odf Created by Independent Third Party: Yes i tat US :: 2601 Blair Stone Road Tallaha ee Fs F 32399 Phone: aS0-487-1824 The State of Florida is an AA/EEO employer. '---^ qV-22 L cram of Florida. : Accessibility Statement :: a fund Statement 3/4 41—irlcheii1dinn nrn/nr/nr aoo dtl.asox?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHZEgvOQveeg%3d%3d Palm City, FL 34990 Compliant with Florida Building Code 2017 (6ei ed.) Compliant with Florida Product Approval Rule # 61G20-3 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* t'o 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. ill See Fastener attachment specit9cations above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 PSF DESIGN PRESSURE* -86 PSF -93.5 PSF .101 PSP 8" O.C. -128 6" O.C: ROW SPACING 16" o.c. 16" O.C. 12" 12" O.C. i2" 0.4. FASTENERSPAaNG ALONG Panel width) 12" o.c. O.C. #10 #1011 FASTENER SIZE #9 #10 teference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 j UL 580-06 & 1897-041 Test Report pES893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 2r **Design pressure margin ofsaftW 1 *EQUIVALENCY-UL 1897 04 is equivalent to test standard UL 1897- %j t j " ® ® ' ' facturin or distributing products Locke Bowden, P.E. does not have, not will acquire a financial in g under this evaluation. + Locke Bowden, P.E. Is not owned, operated, or controlled by alb/ coonpafif0ures®or�istrQbuting products under this report. ®J ..tea Q �S Pig ®rya 3/ 7 4op. +�`r�'�'o;} d al , ti •�:dBSo:.a@@1�� Limitations: 1 1. Underla! 2. Minimun 3. Product, 4. Enginee 5. Fire cla: 6. Support i Structur 7. This FI-17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Iment to be compliance with current Florida Building Code (FBC)2017 6" ed. slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference. are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D ring analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. sification is not part of this acceptance. Shear diaphragm values are outside this report. framing in compliance w/FBC 2017 6th ad., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for 31 Loading. ort does not imply warranty, installation, recommended product use outside of this report. 3Ar 1 Panel Overlap — Fasteners - #9 x 1-1/2" Min. or #10 x 1-1J2' Min. parTabte A' for Row Spacing and Design Pressures Hex Washer Head Wood Screws Dedc: 16132' or greater Plywood, or Wood plank pPTIop AL3rRIATIONS Panel Profile Nominal12" _ Nominal O.C. o.c. 5-V Crimp Roof Panel Fasten Tp-i7.1/2" Min. or #10 x 1-1/2" Min. per Table A Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Refer to Table "A" for Spacing Along Panel Length Deck-15/32" or greater Plywood, or -Wood plank