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Home My WebLink AboutPRODUCT APPROVAL - ROOFING1/4/201 Bqs Home log In User R istration Rrff owgv it Surcharg 00 Product Approv I AUG `� [01 USER: Public User Product Aaoroval Menu a T L cie County, Permlis > Application Detail FL # III Application Type Code Version 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 FL17022-R7 Revision 2017 Approved t Florida Building Code Online Stats & Facts Publications FBC Staff BCIS Site Map Links Se -- y ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLI C REVIEWED BY DATE ?A PLANS AND PE IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 08/18/2017v. date reapply 08/21/17 ShlJB' NNFED By St. Lucie C®uvai-v Extreme Metal FabricatIOEPLANR AND AU PROPOSED WORK Palm SWit, FL 34990 Poma Drive ' Palm City, SUBJECT TO ANY COPRECTIONS (772) 872-8034 REQUIRED By Flip IfspmonS THAT flvalidation@yahoo.cortL YBE WECESM IN ORDER TO Richard McKuhen COMPLY WH AU APP== CODS flvalidation@yahoo.com Richard, McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 rchard@emfab.net Cf�IhiA l ,lid U�1 ail 1A0H dFN718 �AR;EhTHE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Roofing MgtalfRoofingi 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 170 2 5 V CRIMP ssrpdf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards,.. Equi pry Certified By _ ._ _ __ ....,._..,.��_oocntir_..ur_�rotinlrrttd�FnvnCivsea%3d%3d 1/4 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date approved FL # Model, Number or Name 022.1 1 - "5V Crimp" (R6) Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 Approved fon,use outside HVHZ: Yes rimpact�Resiekant No Desig��,P�essuree,+N/A/ Table A Other:,,Refer to evaluation report for conditions. Install the `assombly,intomplla>fce with the Installation method listed In thls.repbit.arid:,boplicable code sections of FBC. Refer to manufacturer's Inst:allatton instructions. 17022.2 2 - "5V Crimp" (116) Llmlts of Use Approved for,u6® in HVHZ: No ' y Approved f0r.4>50,+4ts1de HVHZ: Yes i iti" ,ign;Pressure: +N/A/ Table A Other: Refer to�evaluation report for conditions. Install the a..,;. .. ..... ;; fit. ; r, s �• assembly] Inco, ,mpliance with the installation method listed In Ehls'report and applicable code sections of FBC. Refer to manufacturer's installation instructions.:. 17022.3 13 (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. 17022.4 14 - "1.5" Mechanical Seam" (115) Limits of Use Approved for use in HVHZ: No ppprov Id fvr 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 inethod'Tsted in this report and applicable code ''sections of FBC. Refer to manufacturer's installation Instructions. 5 - Ili in. Nall Strip" (115) _ T' rib height, 16" wide, 26 gauge steel, standing seam roof _.....�"..,��..� l� .�..a;n�ru�l=nvnc]vaaa%3d%3d 2!4 Description 1 26 Gauge steel, 3/8" rib height, 24" wide lapped roof, panel mechanically attached to 15/32" plywood'or Wood Deck wit fasteners Verified By: Locke Bowden, P.E. 49704 Created by Independent Third. Party: Yes Evaluation Reports FL17022 R7 A FL 17022 1 5 V CRIMP ssrudf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 2111 wide lapped roof pa mechanically attached to 15/32" plywood or Wood Deck wii exposed fasteners Installation Instructions, FL1702032 ALUM ssro 2 R7 [I FL 1 - Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Fi i 7ro7 R7 AE FL 17022 2 5 V CRIMP 0,032 ALUM ssr� Created by Independent Third Party: Yes 17022.5 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 s nnErHANICAL FL17022 RR I Fk- Z 3 1 seam_24ua ssr,pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL�7022 R7 AE FL 17022 3 � 5 MECHANICAL , gp,3m 24aa ssr odf Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing s a roof panel mechanically attached to 15/32" plywood Wot Deck with clips and fasteners. Installation Instructions 17022 R7 II F�4 MECHANCI_ L ALUMINUM ssr.adf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports F�� i.. o f eF F i 7A?2 4 MECHANQAL SEAM ALUMINV Ar:Pff Created by Independent Third Party: Yes Florida Building Code Online 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 - "1 in. Nall 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. 17022.7 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. panel mechanically attached to 15/32" plywood or wood de with fasteners. Installation Instructions. FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdP Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1 0 NAILSTRIP ssrpdf Created by Independent Third Party: Yes 1" rib height, 16" wide, 0.032" aluminum, standing seam n panel mechanically attached to attached to 15/32" plywooc Wood Deck with fasteners, Installation Instructions FL17022 R7 II FL 17022.6 1 0 NAIL STRIP 0.032 ALUM ssr.pdf 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 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 2696 ssr r)df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr odf 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 FL17022 R7 II FL 177022 8 EMAX Rib ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17u22 R7 AE ci 177022.8 EMAX Rib sM1W 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 FL17022 R7 tr � � �m� o PRR RiR 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-22 Created by Independent Third Party: Yes nta t a :. ow• e a d 'r whaasea -4 El-El9 Phone: 85087-1m The State of Florida is an AA/EEO employer. eaovrieht 2007- 013 State of Florida- :: Private nr� adhility Statement :: R f ndStateme^t Anririnhitildinn nrninrinr aop dii.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/4 Palm City, Fl. 34996 Compliant with Florida Building Code 2017 (6th 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 h 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 I 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* to penetrate 3/16"min. thru deck or S/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 attachment Veciflcatkns 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. 8" O.C. 6" o.c. FASTENER SPACING ALONG Panel width) 12" o.c. 22" O.C. 12" O.C. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 14 UL 580-06 & 1897-041 Test Report p0893.01-450-18 12'i8,i5 Test Report F3366.01-450-18 / / TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 2897,%V r f i *oesP9n pressure margin ofsaW 2.2 `�t. '' +yam ' rP' acor distributing products Locke Bowden, P.E. does not have, not will acquire a financial In +$ `�;cftjq�j j pfturin g under this evaluation. + controlled by a� coo+paftMb%"1Atures® orlstrQbuting products under, this Locke Bowden. P.E. is not owned, operated, report. ; + �a T E +;77 1. 2. 3. 4. 5. 6. FA FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details 'r ayment to be compliance with current Florida Building Code (FBC)2017 6th ed. -num slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference. lusts are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D nearing analysis for project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. classification is not part of this acceptance. Shear diaphragm values are outside this report. Dort framing in compliance w/FBC 20176th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for aural Loading. report does not imply warranty, installation, recommended product use outside of this report. 3V i Panel Overlap — ers Fasten - #9 x 1-112' Min. or #to x 1-112, Min. parr&* A- fo►Row Spacing and Design Pressures Hex Washer Head Wood Screws Deck: -15w k%greater Spood, or -Wood plank Panel Profile Nominal12" _ Nominal12" O.C. o.c. 5-V Crimp Roof Panel Fasten LJ9—x7T--1/2" Min. or #10 x 1-112" 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