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Home My WebLink AboutPRODUCT APPROVAL1/4/2018 , Florida Building Code Online j L s tl?tl?G t ic acts Home log In User Registration Hot Topics Submit Surcharge Stars a Facts publications FBC Staff BCIS Site Map i Unks Se dh r ProductUSER:Pub Approve I L E COPY =RECEIVEDwbec �l °�0��L{3q 11 ft,AollcationUs[ >Applleaeon DtrWiF:""�^'G1 FL & FL17022-R7 &. Ltting •�'s"-a !! Application Type Revision SCANNED Code Version 2017 BY Application Status Approved St. Lucie County Comments Archived Product Manufacturer Address/Pho ne/Emall. Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Perna Drive Palm City, FL 34990 (772)872-8034 Oval idation@yahoo.com Richard McKuhen flvalldation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 richard@emfab.net Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Flc Professional Engineer Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. I Validation Checklist - Hardcopy Received F.. R7 COI cr 170721 c V CRIMP ecrndf Standard YAU TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By r.u....rA...... A,.,:,IRMnn,ilnn ,wllnrinr Ann dflasnx7naram-WGEVXQWIDOr2aBQOHpQQe6rMZMkUEOR%2bGxHGxFe5QkCHzEgvoQveeg%3d%3d 114 1/4/2018 _ Florida Building Code Online sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL 0 Model, Number or Name Deocription 17022.1 1 - "SV Crimp' (R6) roof panel 26 Gauge mechanical[ aittached to lappedeight 240 wide 15/32" plywood orood Deck wit fasteners Limits of Use Installation Instructions V CRIMP ssrodf L1 " Approved for use In HVHZ: No Approved for use outside HVHZ: Yes F' 17022 R7 17022.1 5 Verified By: Locke Bowden, P.E. 49704 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: +N/A/ Table A Evaluation Reports 5 V CRIMP ssrodf other:. Refer to evaluation report for conditions. Install the assembly in compliance with the installation method listed In Ft 17022 R7 AE FL 17022-1 Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. 17022.2 2 - "5V Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa mechanically attached to 15/32" plywood or Wood Deck wil exposed fasteners Limits of Use '�_-_-—'--_--—._----_ _--_- Installation Instructions R7 11 FL 17022 2 5 V CRIMP 0,032 ALUM ssto Approved for use In HVHZ: No d for use outside HVHZ: Yes Approvefor F 17022 Verified By: Locke Bowden, P.E. 49704 Impact ertt: No Created by Independent Third Party: Yes Design Pressure: +N/A/-7bble A Refer to evaluation report for conditions.Install the Evaluation Reports FI 22 R7 F 17024 > 5 V CRIMP 0.032 ALUM ssr.t Other. 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. 1.5" rib height, 16" wide, 24 gauge steel, tioonding sea M panel mechanically attached to 15/32° plywood 17022.3 3 - "1.5' Mechanical Seam" (RS) with dips and 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 ,action, of FBC. Refer to manufacturer's installation instructions. 17022.4 4 - "1.5" Mechanical Seam" (RS) 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 Installation Instructions FLt7022 R7 II FL 17022.3 1 5 MFfHANiCAL seam 4oa sstodT Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports EL1ZQ1 c, ZQZ a t.5 MFCHANICA �m 24aa ssrodf Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing o Wo roof panel mechanical) attached to 15/32" plywood Deck with clips and fasteners. Installation Instructions Verified By. Locke Bowden, P.E. 49704 Created by Independent Third Party: Yea Evaluation Reports I �n22 R7 AE FL 12022 4 MErHANC1ALEAM 4!JJMINi M ssr.odF Created by Independent Third Party: Yes Instructions. 17022.5 15 - "1 In. Nail Strip' (R5) �1" rib height, 16" wide, 26 gauge steel, standing seam root m. Florida Building Code Online 1141=1181- 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. 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. 17022.8 18 - "EMAX Rib" (RS) 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" IRS) 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 me ally attached to 15/32" plywood or wood de with faster..r�. Installation Instructions FL 17022 R7 II FL 17022 5 1.0 NAILS RIP ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL 17022 R7 AE FL 17022.5 1.0 NAILSrRIP sscndf Created by Independent Third Party: Yes 1" rib height, 160 wide, 0.032" aluminum, standing seam n panel mechanically attached to attached to 15/32n plywooc Wood Deck with fasteners, I Installation Instructions FI 17022 R7 rr FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704. Created by Independent Third Party: Yes Evaluation Reports Fl 17022 87 AE FL 17022 6 1,0 NAIL STRIP 0i032 ALUM ssr.odf 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 Fi 17022 R7 II FL 17022.7 1.5 Nall Strip 26GA ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL ntn2 R7 AF FI 17022.7 1.5 Nail Strip 26GA ssr odf 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 FL 17022 R7 II FL 177022.8 EMAX 916 ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Fl 17022 R7 AE FL 177022.8 EMAX Rib ssr.pdf 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 Instrucdons FL17022 R7 II FL 17022.9 PER RIB Millit Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports F. 17022 R7 A! E 7022.9 PER RIB senndf Created by Independent Third Party: Yes CO"tad USUS :; +`", ^i I Staneg0EgWjbA2kQLELa= Phone: e90. 87-1924 The State of Rorlde la an AvEE0 a,nployar. C,- ,ht 1907-1013 State of Radd".:: Pnve St0tement :: AeMZbii� :: Refund Statement __.I .... ___..._____.,m"n.an...noannunnnaRrKt7MktlEoR%2bGxHGxFe5QkCHZEgvOQveegYa3dn/aid 3/4 -- n I Palm City, Fl. 34990 Compliant with Florida Building Code 2017 (6' ed.) Compliant with Florida Product Approval Rule # 611020-3 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 5/9" 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 spec/Acat/ons above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE' -96 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. 12" o.c. 12" O.C. i #10C. FASTENERSIZE #9 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-04' Test Report EM693.01-450-18 05/02l14 Test Report F3366.01-450-18 12/W s TAS 125-08 Test Report D05893.02-450-16 07/22/14 EQ!/II/ALiNCY-UL1897-04 is equivalent totiestsfemiardUL1897ii�1tn1 *Design pressure margln oPsalbtY 2:1 ,tu• g000pbctudng or distributing products Like Bowden, P.E. does not have, not will acquire a flnandal inv � � A . under this evaluation Locke Bowden, P.E. is not owned, operated, or controlled by a& waipadVG�i6ltures� or�isWhutlng Products under this report. .L E��--77 3/7i7 FL17O22.1 54 _.`Jrnp (26GA Steel), 24" Wide Rooi ... nel - Details Limitations: 1. Undedayment to be compliance with current Florida Building Code (FBC)2017 fish ad. 2. Minimum slope to be compliant with Florida Building Code 2017 6d, ad., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities wfjudsdiction 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 6sh ad., 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. — Fasta - #g a i 1-11 Mln. a 5•V Qft Rcd Pand #1ga1-1rh prrA6b A•Iarltaw Spadng and VaOgn Preasaroa HaxWasher Head Wood Saaws -15Wageate P1W=d,ar -Woodplm* 2/d 1T 30 I � naner.nl_SnBATiOPS� Panel Profile 12" O.C. O.C. - Fasten Bx -1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Vtbsher Head Screw Spaced 12" o.c. across the Panel Wdth Panel Refer to Table "A" for Spacing Nong Panel Overlap Length Deck-15/32" or greater Plywood, or -Nhod plank