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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFINGy 1/4/2018 Florida Building Code Online SCANNED I }f^.°iyp6�`, �� „'. s t% r j7x J BCIS Home Lag In User Registration Hot Topics Submit surch%U62401•49lications FBC Staff SCIS Site Map Unks Se Q� i Product Approval USER: Public User Product Approval Menu > product or Application Search > FL # t �r Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Rhone/Email ST LUCIE COUNTYZ,'- BUILDING DIV,SI at >ApPilca nall RF-1VIE1.2 iKOt BOG_AP �E FL17022-R7 REVIEWED BY Revision 2017 PLoNS AND PFnIMVIT Approved N1US BE ,KEPT 4 JOB OR NO iNS �E>~,'i'iON V,;LL. 13E MADE 08/21/17 08/18/2017v. date reapply Extreme Metal Fabricat �LLC A�ie Sli;'-IF(�T :,1N • ;i' `.l, ' (71'S 2160 SW Poma Drive Palm City, FL 34990 RFQU1RE0 r,V r d'I fl INSPEMNIR8 THAT (772)872-IS034 _ flvalidation@yahoo.con;j>aY BE IiNCOES'Sk ii lid 0HOFF11! O COMPLY WITH AU, 01441POIA OWES, Richard McKuhen - fiva Ildation@yahoo. com CDNWLED F/aS I L=1'; 5 0i; r, TT iiirPil-, elf l,�Ci'�i�1619 C� Richard McKuhen ARE THE RESPpRSIBILiTY 2160 SW Poma Drive Palm City, FL 34990 OF THE CONT94QTQR (772)872-8034 op RECORD rchard@emfab.net Quality Assurance Representative Address/Phone/Email f }�P y, :,I r i Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed FIC 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 5 V CRIMP ssr.odf Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By https:lAvww.foridabuilding.org/pripr app dd.aspx7param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 114 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 # I Model, Number or Name Description 17022.1 1 - "SV Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof el mechanically attached to 15/32" plywood o eck wit fasteners Limits of Use ove for use Approved for use Impact Resistant: Design Pressure: Other: Refer to eve assembly in complial this report and applli manufacturer's Insta 17022.2 HVHZ: No tside HVHZ: Yes Limits of Use _.. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; I No Design Pressure: +N/ Other: Refer to evalual assembly In.complience thls report and applicab manufacturer's installat A/ Table A ion report for conditions. Install the with the installation method listed In e code sections of FBC. Refer to on instructions, 2 - 115V Crimp" (R6) 17022.3 Al -Table A Ion report for conditions.Install the with the installation method listed in e code sections of FBC. Refer to on instructions. 3 - 01.5" 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 Ilisted in this report and applicable code sections of FBC. Rater to manufacturer's installation Instructions. 17022.4 Limits of Use Approved for us Approved for us Impact Resistal Design Pressuri Other: Refer to E limitations of use. installation meths sections of FBC. F instructions. 4 - "1.5" Mechanical Seam" (115) In HVHZ: No outside HVHZ- Yes No +N/A/ Table A iluation report for conditions and istall the assembly in compliance with the listed in this report and applicable code er to manufacturer's installation 1 Ri If c11 17-- S V CRIMP ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL 17022 R7 AE FL 1ZUZ S V CRIMP ssr.odf Created by Independent Third Party: Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped ed roof Pa mechanically attached to 15/32" plywood or Wood Deck will exposed fasteners Installation Instructions a `1 ;RTMP 9 032 ALUM ssn.p n 17M7 R7 TT Fl 17022 Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports F aiv22 R' ec F� t 7m2 ? Svc I 032 ALUM ssr.: 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 L 170 R7 II FL ]7022 9 1 5 MECHANICAL 1e81n?42a 1112SIf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports 17m2 R7 AE FL 17022 3 i S MECHANI�6 seam 4aa csr odf Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032 aluminum, stananc Wo, roof panel mechanically attached to 15/32" plywood Deck with clips and fasteners. Installation Instructions FL17022 R7•• EL ' 7022 4 ME HANCI L SEAM ��MTNUM ssr�d_f. Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports F� t 70� R7 AE FL 17022 4 pgECHANCIAL SEAM eiIIMTNIJM ssrodf Created by Independent Third Party: Yes !ji" rib height, 16" wide, 26 gauge steel, standing seam roof 17022.5 I 5 - "i In. Nail Strip" (R5) „ , ,� ,.��..�r• .c..cn�ruot=nvnt]vaeo%3d%9d 214 1/412018 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. Nail Strip"I (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. j 7 - "1.5 in. Nall Strip" (R5) 17022.7 1 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. i 17022.8 18 - "EMAX Rib" 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 odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAILST IP ssr.odf Created by Independent Third Party: Yes 1" rib height, 16" wide, 0.03211 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 ssrodf 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 ssrodf 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 Strio 2696 ssrp 1d Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.7 1.5 Nail Strin 266A ssrodf Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 177022.8 EMAX Rib ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 177 22.8 EMAX Rib ssr.odf Created by Independent Third Patty: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FI, 70�2 R7 11 n 17022 O POR -K .Ssnodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Ft 17022 R7 AE FL 170»-Q RaR RIB ssrodf Created by Independent Third Party: Yes COMdct US : 2091 Blafr Stone Road Tatt-h-ssee FL323 Phon ' BSO-497-Sf124 The state of Florldo Is an AA/EEO employer. "--='doht 2007-2013_&t^to of Merida, :: Private :: ec-..s,Ibility Statement :: Refund Statement ......ra.,.e.n...t,io►+ttilrlinn nrnlndnr 3/4 aoo dd.asox?param=wGEVXQwtDgv2aBQpHpQQeorMZMkUEOR%2bGxHGxFe5QkCHzEgvoclveeg%3d%3d Compliant with Florida Compliant with Florida Compliant: Keystone C Product:5 V Crimp 26GA St Yield strength: 50 Deck w/ min. OA2 Rib Height 3/8" Corrosion Resistant Compli Fastener 1(Method 1 Attai 3/16" min. thru deck or 5/1 requirements) Fastener 2 (Method 2,3, & penetrate 3/16" min. thru to meet requirements) Underlayment: To be corm Slope: Shall be in complia Palm City, FL 34990 Code 2017 (61' ed.) Approval Rule # 61G20-3 Roof Panel FBC Sec.1507.4.2 min.; Attached to min .15/32" plywood or Wood ,ciflegravity with screws. 24" Coverage it: FBC Sec.1507A.3 ment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate embedment into wood plank. (*or sufficient length to meet Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to :ck or 5/8" embedment into wood plank. (*or sufficient length with FBC Sec. Chart 1507.1.1 with FBC Sec.1507. See Fastener attachment Veciflcatfons above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD -101 PSF DESIGN PRESSURE* I -86 PSF -93.5 PSF PSF -228 8" 6" O.C. ROW SPACING I 16" o.c. 16" o.c. 12" O.C. 12" O.C. 12" o:c. FASTENER SPACING(ALONG Panel width) 121, O.C. O.C. #l0 #l0 FASTENER SIZE 1 #10 Reference Data: AF UL 580-06 & 1897-041 TAS 12S-03 *EQUIVALENCY-UL1897-D4 Is Lock@ Bowden, P.E. does not have, under this evaluation. Locke Bowden, P.E. is not owned, i report. TESTING, INC. TST IN:1527 Report DM893.01-450-18 03/02/14 Report 1`3366.01-450-18 12/18/15 Report D05893.02-450-18 07/22/14 -1�� *Design pressure margin ent t0 test standard UL 2897 of safety 2:1 11Mfe._ will acquire a financial or controlled by �J coApad#0r && i"urer_ or r `TONAL. •,�ti. distributing products products under this 7/7 . FL17022.1 '6V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current. Florida Building Code (FBC)2017 61' ed. 2. Minimum slope to be compliant with Florida Building Code 2017 Vh 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: I-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 6t' 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. __j& °agreaterPlywood,or _wood OM* 1? 3V h I / \ � O MoUgLSfRIAT(OP6_,X Panel Profile i 12" O.C. F O.C. Fasten fg—x—f. Min. or #10 x 1-1/2" PAin. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Wdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater plywood, or -Wood plank