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Home My WebLink AboutProduct Approval, metal 10/12/2020 Florida Building Code Online °)-ii tY 1- .�'" i i'9 r�z'" - -I. � ,^i - jl *.-?Sl�� .��•��,{i��t SC1S Home lag In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us .5C1S Site Map Unks Search db hLi _ Product Approval USER:Public User Product Approval Menu>Product or Application Search>.application U_ L>Application Detail FL FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved i Comments 08/18/2017v,date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com 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 i Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN 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 pd Referenced Standard and Year(of Standard) Standard year TAS 125 2003 UL1897 2012 UL580 2006 Equivalence of Product Standards Certified By Sections from the Code www.loddabuilding.org/pr/pr app_OU.aspx?param--wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR°/p2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/3 10/12/2020 Florida Building Code Online 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 Date Revised 10/05/2020 i Summary of Products FL# _ _-'Model,Number or Name _ Description 17022.1 1 -"SV Crimp"(R6) i 26 Gauge steel,3/8"rib height,24"wide lapped roof panel' mechanically attached to 15/32"plywood or Wood Deck with fasteners Limits of Use Installation Instructions j Approved for use in HVHZ:No FL17022 R7 II FL 17022.1 5 V CRIMP ssrpdf Ej 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 17022.1 5 V CRIMP ssrpdf assembly in compliance with the installation method listed in Created by Independent Third Party:Yes i this report and applicable code sections of FBC. Refer to i manufacturer's installation instructions. 17022.2 2-"SV Crimp"(116) 0.032"Aluminum, 3/8"Rib height,21"wide lapped roof panel, mechanically attached to 15/32"plywood or Wood Deck with exposed fasteners Limits of Use — Installation Instructions i Approved for use in HVHZ:No FL17022 R7 II FL 17022.2 5 V CRIMP 0,032 ALUM ssrpdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,RE,49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditlons.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0,032 ALUM ssrpdf assembly in compliance with the installation method listed in Created by Independent Third Party:Yes i this report and applicable code sections of FBC. Refer to j manufacturer's installation Instructions. 117022.3 3'1.5"Mechanical Seam" (115) 1.5"rib height, 16"wide,24 gauge steel,standing seam roof j panel mechanically attached to 15/32"plywood or wood deck with clips and fasteners. I J Limits of Use i Installation Instructions Approved for use in HVHZ:No FL17022 R7 iI FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes seam 24ga ssrpdf Impact Resistant:No Verified By: Locke Bowden,RE.49704 Design Pressure: +N/A/Table A Created by Independent Third Party: Yes Other:Refer to evaluation report for conditions and limitations Evaluation Reports of use.Install the assembly In compliance with the installation FL17022 R7 AE FL 17022.3 1.5 MECHANICAL method listed in this report and applicable code sections of seam 24oa ssrpdf I FBC.Refer to manufacturer's installation Instructions. Created by Independent Third Party: Yes 17022.4 '4-"1.5"Mechanical Seam"(115) 1.5"rib height, 16"wide, 0.032"aluminum,standing seam roof j panel mechanically attached to 15/32"plywood or Wood Deck — _ with clips and fasteners. Limits of Use — --- - -------- ------- ------ — --- � Installation Instructions j Approved for use in HVHZ:No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ:Yes ALUMINUM ssr.1df 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 limitations:Evaluation Reports of use.Install the assembly in compliance with the installation EL17022 R7 AE FL 17022.4 MECHANCIAL SEAM method listed in this report and applicable code sections of :ALUMINUM ssrpdf FBC.Refer to manufacturer's installation instructions, _Created by Independent Third Party: Yes 1 17022.5 5=1 in. Nail Strip"(115) 1"rib height, 16"wide,26 gauge steel,standing seam roof,�� panel mechanically attached to 15/32"plywood or wood deck j with fasteners. I Limits of Use Installation Instructions j Approved for use in HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssrpdf iApproved for use outside HVHZ:Yes Verified By: Locke Bowden,RE.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 limitations i FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssrpdf i of use.Install the assembly in compliance with the installation ' Created by Independent Third Party: Yes www.floddabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/3 2160 SW Poma Drive Palm City, FL 34990 (772)87Z77 -8034 9 Compliant with Florida Building Code 2017 (61' 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 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 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) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope:Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD14 DESIGN PRESSURE* -86 PSF --93.5 PSF I -101 PSF -228 PSF ROW SPACING 16"O.C. _1_6°' o.c. _ 8"O.C. 6"ox. FASTENER SPACING (ALONG Panel width) 12" o.c. 12"o.c. , 12" O.C. 12"o.c.; FASTENER SIZE I #9 #10 #10 I #10 1 Reference Data: ARCHITECTURAL TESTING,INC TST ID#: 1527 UL 580-06& 1897-042 Test Report CQ5893.01-450-18 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 UL 1897-J&P *Design pressure margin or saret3f 211 Locke Bowden,P.E.does not have,not will acquire a financial in q e� `cq' &q�►m3�ufacturing or distributing products under this evaluation. Locke Bowden,P.E.is not owned,operated,or controlled by a&comparNombbdf 4tureo,or distributing products under this report. ') •a I r4T L' l��'' naol1Y�/ /7 0ft�A� i • I FL17022:1 5V Crimp (26GA Steel), 24"Wide Roof Panel - Details .imitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6th ed. 2.Minimum slope to be compliant with Florida Building Code 2017 6th 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: 1-0 1 4. Engineering analysis for"project specific approval by local authorities wrurisdiction 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. j 7.This report does not imply warranty, Installation,recommended product use outside of this report. Fasteners- I #10 x 1-1/2°Mln,per Table A'for Row 5-V crimp Roof Panel Spaeing and Design Pressures I Hex Washer Head Wood Screws I e 3 i i • I I I I I Dedc 15132"or greater Plywood,or Wood plank 247 I 3f� I OPTIORAL 37RIAMONS Panel profile Nominal 12" Nominal 12" O.C. O.C. Fasten 9 x -1/2"Min. or #10 x 1-1/2"Min.per -fable"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"orgreater Plywood,or -Wood plank i I