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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 F. Fri sS,' fffiginH .y r � "�'� -�-%� � "�:, x' >...^� ` S.:-.:"^i��a�`.. ��, 'r°`rar°nr"�^•^r.r..�at7�Tri7 aces Hems tegln uxa,it hatta.. HYTopl6l SwxWt SurD,v,,a Sa.l,,Cz PUCOoaonx Facstan9p5sRO1aP UA. I SeaN 1 OrSCANNED �� "1`',7F Producteusay. al BY asm: wm<prer PMOii(I Aoorwal Mnnu>plpTrti m Artlikulon 4ar(H>gnMl(n I1m Ixt >pppll<Gtlen Detail St. LuclaCounty N 4#S'J:. 2.:0��..'.YIi�TF': 1Y'� r+ST y3 FL # FL37022-R7 uS , Application Type PP YP Revision - n . _.__ ._ __..... - ..._ .. APPIlcatigq Status_. zgv �. Yll ..Approved- '�®� ... .__.,.-. . _. _.__. ...___._._ ... __......... I Comments 08/18/2017v date reapply 08/21/17 Archived J �0 �4 Product Manufacturer Extreme Metal Fabricators, LLC ,V Address/Phone/Emall 2160 SW Poma Drive St ID �� % oclo Palm City, FL 34990 Y� -- Z)g2=H0 J. MalidaHon®yahoa.com Authorizetl Signature Richard McKuhen FlvalldatlGn@yaon®Yahoo.mm Technical Representative Richard McKuhen Address/Phone/Emall 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 dichard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Reoling Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer Q Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Morida"Uceas PE-49704 -- Quality Assurance Entity Keystone CerOfiwtlons, Inc. ... .._ _...._. __.... . _. _Quality Assurance. Contract Expiration Date__ ._._ ___."04/22/2024 Validated BY Zachary R. Pdest, P.E. G5 Validation Checklist - HardcnPy Received Certificate of Independence Referenced Standard and Year Cof Standard. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated FL17022 R7 COI FL 17022.1 5 V CRIMP ssradF ... ," Standard Year TAB 125 2003 UL 1897 _.. _. 2012 UL 580 2006 Method 1 Option D 08/18/2017 08/25/2017 Fr------- n -..: "1 _I"-":1 -1- .. . , r Florida Building Code Online 3" Page 2 of 3 Date Pending FBC Approval Date Approved FL 9 17022.1 odel, Number or Name - "5V Crimp" (R6) 08/28/2017 10/10/2017 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other:-RefeMi el"tfo epod-for dltiarectalFthe— e 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 Comp" (R6) Limits of Use Approved for.use in HVHZ: No Approved for use outside HVHZ: Yes Other: Refer to evaluation report for condltlens.lnstall the issembly In compliance with the Installation method listed In this apart and applicable code sections of FBC. Refer to manufacturer's nstallation Instructions. 17022.3 13 - "1.5' Mechanical Seam' (RS) Limits of Use Approved for use In HVHZ: No Appruved 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. 26 Gauge sleet, 3/8' rib belght, 24- Wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck With fasteners Installation Instructions FL17022 R7 It FL 17022.1 5 V CRIMP ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reaarts 0.032" Aluminum, 318" Rlb height, 21" wide lapped roof panel, mechanically attached to 15132" plywood or Woad Deck with exposed fasteners 1.5' rib height, 16-wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32' plywood or wood deck with dips and fasteners. Installation Instructions FL17022 R7 II FL 17022.3 1.5 MECHANICAL 4 dP Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Parry: Yes Evaluation Reports FL17022 R7 AE FL 170223 15 MECHANICALseam 24aa sscodf Created by Independent Third Party: Yes 17022.4 4 - %.5" Mechanical Seam' (RS) 1.5' rib height, 16' wide, 0.032- aluminum, standing seam roof panel mechanically attached to 15/32- plywood or Wood Deck with Idles and fasteners. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes use. Install the assembly In compliance with the Installation met'. listed In this report and applicable code sections of FBC. Refer to 17022.5 15 - "1 In. Nall Ship- (Ji 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. 27022.6 16 -'I In. Nall Strip- (RS) Limps of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resktant 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.S in. Nall Strip' (RS) Instructions Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes 1' rib height, 16-wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32- plywood or wood deck with fasteners. Installation Instructions FL17022 R7 11 FL 17022.S 1.0 NAILSTmP ssr_ndf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.5 1.0 NAIL6l Created by Independent Third Party: Yes 1' rib height, 16-wide, 0,03r aluminum, standing seam roof panel mechanically attached to attached to 15/32" plywood or Wood Deck with fasteners, Installation Instrurrians EL17022 R7 11 EL 17022.6 I 0 NAIL STRIP 0,032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Parry: Yes Evaluation Reports FL27022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Created by Independent Third Party: Yes ' f Florida Building Code Online Page 3 of 3 1.5'rib height, 19e wide, 26 gauge steel, stand in9 seam roof panel mechanically attached to 15/32' plywood or woad deck 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 m 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 Installation Instructions FL17022 R7 ❑ FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports EL17O22 R7 AE FL 17022.7 1.5 Mail Strip 26GA ss,.Ddf Created by Independent Third Party: Yes manufacturefs Installation Instructions. plywood or wood deck with exposed 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 Installation Instructions FL17072 R7 11 FL 177022 8 EMAX Rib ssr odr Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AF FL 177022.8 EMAX Rib s r nd/ Created by Independent Third Party: Yes manufacturer's Installation Instructions. 17022.9 9 - - PBR MAX' (RS) 26 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 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 thk report and applicable code sections of FBC. Refer to Installation Instructions FL17022 97 11 FL 17022 9 PBR RIB s5r.adf Verllied By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.9 PER RIB ssr.Ddf Created by Independent Third Party: Yes manufacturees Installation Instructions. Cnn"rt US N 201 Nair Stan Road. Tallaf anen R 32399 PWO, 050d97.1024 The 4Na W nMda a an ANEFA eql VO,. COaMMt 2007-2013 Stale of Bade n P&a atnement!:M sjuIIN RnwmeM:: g2bad Sn[emarc Product Approval Acmpn: ®®®FRO Palm City, FL 34990 wmpnami wnn rionoa Nroauct Approval Ruu Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FB( Yield strength: 50 ksi min.; Attached Deck w/ min. -OA2 specific gravity wil Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507 Fastener 1(Mpthod 1 Attachment): #9 x 1-1/2 3/lli",mi thru deck or 5/8"'embedment into requirements)' Fastener 2 (IVlethod 2,3, & 4 Attachment): #1C penetrate 3J16" min. thru deck or 5/8" embe to`meet requirements) Underlaymerit:: fio be compliant with FBC Sec; Slope: Shall be' in compliance with FBC Sec. iSO s j DESIGN PRESSURE", SF` ti 93:5 PS f 301 BSF "228 PSF 06& 1897-041 Test -<t Report C „n - 1 FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6'^ ad. 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 611 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. -1sW ff greater P6VM0t ar -wwdpiak Nominal o.c. Panel Overlap 24' Panel Profile Nominal 12" 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 Wdth Refer to Table "A" for Spacing Along Panel Length Deck- 15/32" or greater Plywood, or -Wood plank