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Home My WebLink AboutProduct approvals, metal 1/4/2018 Florida Building Code Online BUS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Se MR dbft/1 - Product Approval ° USER:Public User Product Approval Menu>Product or Application Search>A�JEation Ug>Application Dotall '/V -- 004 FL# FLI7022-R7 REVIEWED Fps, Application Type Revision �° Code Version 2017 CODE COMPLIANCE Application Status Approved ST. L■ ■C■E COUNTY Comments 08/18/2017v.date reapply 08/21/17 BOCC � Archived Product Manufacturer Extreme Metal Fabricators,LLC / vvo Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 f (772)872-8034 T�� flvalidation@tion@yahoo.com �1 Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 Rchard@emfab.net Quality Assurance Representative Address/Phone/Email 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 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 17022.1 5 V CRIMP ssr odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By hfps.1/www.flo6dabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d°/a3d 1/4 I__ i 1/4/2018 Florida Building Code Online Sections from the Code i 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 Summar Products ---�_ F Model, Number or Flame Description 17022.1 1 - "5V Crimp"(116) 26 Gauge steel, 3/8"rib height, 24"wide pped roof panel mechanically attached to 15/32"plywood o ood Deck wit _ fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FLIZO22 R7 II FIL 17022.1 S V CRIMP ssr d 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.Install the I FL17022 R7 AE FL 17 022.1 S V CRIM r. assembly in compliance with the installation method listed In Created by Independent Third Party: Yes t ' report and applicable code sections of FBC. Refer to manu turer's installation instructions. " 17022.2 2-"SV Crimp"(R6) 0.032'Aluminum 3/B" Rib hel wide lapped roof pa 32"plywood or Wood Deck wll exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr p 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.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr: assembly in compliance with the installation method listed in Created by Independent Third Party. Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.3 3-"1.5"Mechanical Seam"(115) 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. Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 12022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes seam 24ga ssrpdf Impact Resistant:No Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code I seam 74oa scrndf scctiona of FBC. Refer to manufacturer's installation ; Created by Independent Third Party:Yes instructions. 17022.4 4-"1.5"Mechanical Seam"(RS) 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to 15/32"plywood or Wo( Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use In HVHZ: No FL17022 R7 11 F 17022 4 MECHANCIAL SEAM Approved for use outside HVHZ:Yes ALUMINUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E.49704 Design Pressure; +N/A/Table A_ Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly In compliance with the . FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssrodf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.5 5-"1 in. Nail Strip"(R5) _ �1"rib height, 16"wide,26 gauge steel,standing seam roof _.•,• +",n�n.. 1r,,c..cni r•u7Fnvnf3vpAo%3d%3d 2/4 1/4/2018 Florida Building Code Online panel mechanically attached to 15/32"plywood or wood de with fasteners. Limits of Use Installation Instructions Approved for use In HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf 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 1 Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssrpdf 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. Nail Strip"(R5) 1"rib height, 16"wide,0.032"aluminum,standing seam r panel mechanically attached to attached to 15/32"plywooc Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 Approved for use outside HVHZ:Yes ALUM ssr.odf Impact Resistant:No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and 'Evaluation Reports limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.M installation method listed in this report and applicable code ALUM ssr.pdf 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 I panel mechanically attached to 15/32"plywood or wood de i with fasteners. — Limits of Use - 'Installation Instructions Approved for use In HVHZ: No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Approved for use outside HVHZ:Yes i Verified By: Locke Bowden,P.E.49704 Impact Resistant: No i 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 7 1.5 Nail Strip 26GA ssr pddf 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. 17022.8 8-"EMAX Rib"(115) 29 gauge steel, lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 177022.0 EMAX Rib ssn pdf 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 i Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 177022.8 EMAX Rib ssrodf limitations of use.Install the assembly in compliance with the j Created by Independent Third Parry: Yes installation method listed in this report and applicable code (i! sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9-"PBR MAX"(115) 26 gauge steel, lapped roof panel mechanically attached to i 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.9 PBR RIB ssr.pdf 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 17022.9 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 sections of FBC. Refer to manufacturer's installation instructions. -1 contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone 850-487-1824 The State of Florida Is an AA/EEO employer.CCoovri°ht 2007-200 state of Florida.::Privaev statement::AAccusibility Statement::Refund Statement tiµ. iti......A.,ra=hidirlinnnminr/nr ano dti.aspx?varam--wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%o3d 3/4 Wbdact Report • • 2160 SW Poma Drive f. Palm City,Fl. 34990 i' 772)872-8034 Compliant with Florida Building Code 2017(611 ed.) Compliant with Florida Product Approval Rule IN 61G20-3 Compliant: Keystone Certifications Product:5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: SO 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*to penetrate 3/16" min.thru deck or 5/8"embedment into wood plank. (*or sufficient length to meet requirements) Ilnderlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope:Shall be in compliance with FBC Sec. 1507. See Fastener attachment specirications above install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -96 PSF -93.5 PSF -101 PSF 428 PSF ROW SPACING 16"o.c. 16"o.c. 8"O.C. 6"O.C. FASTENER SPACING (ALONG Panel width) 12"D.C. 12"O.C. 12"o.c. 12"o.c. FASTENER SIZE #9 #10, #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06&1897-042 Test Report OWS93.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY UL 1897-04 is equivalent to test standard U L 1897- *Deslyn pressure margin of safety 2.1 tu Locke Bowden,P.E.does not have,not will acquire a financial i nt i V cg qy M.9, p acturing or distributing produces under this evaluation. Locke Bowden,P.E.is not owned,operated,or controlled by awl cosApa►VpmWafs8tures,or ributing products under this report. r 1, ° ® �gr S r T� pp 0 °a,.dfla.s5801® FL17022.1 5V Crimp (26GA Steel), 24"Wide Hoof Parcel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 61h ed. 2. Minimum slope to be compliant with Florida Building Code 2017 60'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. Fasteners #9H1-112'Min.ar #10"1-112"Min,perTab�A'far Row 5 V Qimp Roof Peril Spaefng end Desrgn Pressures Hex Washer Head Wood Screws a� d0 Dedc 1SG2"ar greater Plywood,or Wood plank 24' W 12 � i OPTIOML SrRIATIOkS Panel Profile F421Nominal 12" Nominal 12" J= O.C. o.c. =======J Fasten LM x 1-112"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