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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFING8 Florida Building Code Online .y .M.w.�,.«,�,,Y,t��.� •ax.;,hr�..s. _.. -t, w. .-�. f.:.tt _� t R�:�?��':,. 5�;�:.�^`; �:+��L BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Se Product Approval FILE COPY USER: Public User dbli r Product Approval Menu > Product or Application Search > AQDIIcation Ust > Application Detail faz��,li z'a t �' k.��• ,, � FL # FL17022-117 Application Type Revision THESE PLANS AND ALL PROPOSED WORK Code Version 2017 ARE SUBJECT TO ANY CORRECTION REQUIRED BY FIELD INSPECTORS THAT Application Status Approved MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Comments 08/18/2017v. date reapply 08/21/17 Archived RECEIVED Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Authorized Signature Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 fivalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com OCT 24 2018 ST. Lucie County, SCANNED BY St Lucie County Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Dil Palm City, Fl 349®(772) 1 872-8034 ,�`'^ rchard@VM&E COUNTY BUILDING DIVI§JON REVIEWED FOR COMPLIANC Quality Assurance Representative REVIE 4Y , Address/Phone/Email DATE PLANS AND PERMIT MUST BE KEPT OB SITE OR NO INSPECTIONS) WILL B MADE 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 the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022 1 S V CRIMP ssr.odf standard year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By 1nd . healrlinn n= minrinr ann dtl.asnxToaramWGEVXQWtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHZEgvOQveeg%3d%3d 1/4 i 1/4/2018 Florida Building Code Online sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved, 10/10/2017 FL # Model, Number or Name 17022.1 1 - "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. 17022.2 �- ' 2 "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/rTrkble_A other: Refer to evaluation report for conditions. Install the assembly in compliancewith. the installation method listed in this report and applicabie.code'sectlons of FBC. Refer to manufacturers installation instructions. 17022.3 3 - 111.5" 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 with the installation method listed in this report and applicable code acctiono 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 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. 5 - "1 in. Nall Strip" (R5) �1" rib height, 16" wide, 26 gauge steel, 17022.5 Description 26 Gauge steel, 3/8" rib height, 24" wide lag mechanically attached to 15/32" plywood or fasteners Installation Instructions FL17022 R7 II FL 17022.1 5 V CRIMP sst Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL-1 . 7022 1' S V CRIMP s� Created. by Independentfhlyd`Party: Yes roof panel d Deck wil 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa mechanically attached to 15/32" plywood or Wood Deck will exposed fasteners Installation Instructions 1 ^^^ ^' •• 17022.2 5 y C'RiMP 0.032 ALUM ssr.a Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17027.2 5 V CRIMP 0 032 ALUM ssr. t Created by Independent 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 _ seam 24oa ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports _ ___. _ _ eaam 24oa ssr odf Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" g�lywood or Wot Deck with clips and fasteners. Installation Instructions FL 7022 R7 II FL 17022 d ECHBNf'IAL SEAM 4i_UMINIiM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AEAE FL—i 7022 4 MECHANGIAL' SEAM ALUMINUM ssr-odf Created by Independent Third Party: Yes g seam root nJ WA Florida Building Code Online _ - ,.a A. panei me,c :cauy a«acncu w J-Ji-J- F-Y- .,... with fasteners. Limits of Use Installation Instructions FL17022 R7 II FL 17022.5 1 0 NAILSTRIP ssrodf Approved for use in HVHZ: No 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 AE FL 17022.5 1.0 NAILSTRIP ssrodf 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 - "1 in. Nall Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam ri panel mechanically attached to attached to 15/32" plywooc Wood Deck with fasteners, Limits of Use Approved for use In HVHZ: No Installation Instructions FL17022 R7 II FL 17022.6 1 0 NAIL STRIP 0.032 Approved for use outside HVHZ: Yes ALUM ssrodf Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Design Pressure: +N/A/ Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports FL17022 R7 AE FL 17022 6 1.0 NAIL STRIP 0.032 limitations of use. Install the assembly in compliance with the ALUM ssr.pdf installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes Instructions. 17022.7 7 - "1.5 in. Nail Strip" (115) 1.5" rib height, 19" wide, 26 gauge steel, standing seam rc mechanically attached to 15/32" plywood or wood de panel with fasteners. Limits of Use Installation Instructions FL17022 R7 II FL 17022 7 1.5 Nall Strip 26GA ssrodf Approved for use in HVHZ: No 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 F' ' 7" 22 R7 AE FL 17022 7 1.5 Nail Stria 26GA ssrodf Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes 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) 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use Approved for use In HVHZ: No Installation Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssrodf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Evaluation Reports Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 177022.8 EMAX Rib ssrodf 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 FL17022 R7 II FL 17022.9 PBR RIB ssr.odf Approved for use in HVHZ: No 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 Other: Refer to evaluation report for conditions and Evaluation Reports FL17022 7022 R7 AE FL 17022 9 PBR RIB ssr.adf 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 I sections of FBC. Refer to manufacturer's installation instructions. __— —L— contact Us :: 26601 Blair Stone Road Tallahassee FL 32399 Phone: 8 M-487-1624 Raemd The State of Florida Is an AA/EEO employer. ^o=='r'-^h`-'-^�17-2013 State of Florida.:: Privaev Statement :: Accessibility Statement :: Statement — - ...____—__-___..^.etnrn..An.,.,00QnnNnnnaFrnnrMkt)EoR%2bGxHGxFe5okCHzEgvOClveeg%3d%3d 314 Palm City, FL 34990 Compliant with Florida Building Code 2017 (e ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications i 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. OA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1S07A.3 Fastener 1(Method 1-Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to p+ 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to I requirements) Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood acre penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient 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 Install Details: Table A Allowable Loads DESIGN PRESSURE* ROW SPACING METHOD 1 -86 PSF METHOD 2 -93.5 PSF METHOD 3 -101 PSF METI -2Z 16" O.C. 16" O.C. 8" O.C. 6" 12 D.C. #9 12" O.C. #10 1 O.C. 1 , FASTENER SPACING ALONG Panel width FASTENER SIZE to OD 4 PSF Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report 1M893.01-450-18 15/12/14 Test Report F3366.01-450-18 / /15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897--04 is equivalent to lest standard UL 1897j r 11 rr *Design pressure margin ofs iety 2:1 Locke Bowden, P.E. does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a report. J ,.r coinpad*)rnW0laktur4O or ac 8 0 ° ®® �S P T a: ryg g�@ R or distributing pl products under this I I' .5;l ' '7 FI-17022.1 5V crimp (26GA Steel), 24" Wide Roof',._ _inel -Details Limitations: 1. Underiayment to be compliance with current Florida Building Code (FBC)2017 6'h 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. Dedc: 15132" or greater Plywood, or - Wood plank — Fasteners - # x Min, or 5-V Crimp Roof Panel #10 xl-11 1-1l2' Min. perTabls A' Por Row Spacing and Design Pressures Hex Washer Head Wood Screws OfMQMSIMMONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. :: Fasten g x -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 Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank