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Home My WebLink AboutPRODUCT APPROVALIN208 BUS Home Florida Building Code Online Log In User Registration Hot Topis Submit Surcharge Stats & Facts Publications FBC Staff BUS Site Map Unks Se �� oo�Illrrr Product Approval I USER: Public User FILE COPY Product Aoomvol Menu > Product or Aoulication Search > Aootiration Ust> Appltraean Detail FL # �'`•' ."--- -' Application type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email CONCEALED FASTENERS OR ATTACHMENTS AMTHE RESPONSIBILITY OF CONIRACTORORAECORD HE Authorized Signature FL17022-R7 Revision 2017 Approved RECEIVED FEB 2 2 2019 ST. Lucie County, Permitting 08/18/2017v. date reapply 68/21/17 SCANNED BY St. Lucie County THESE PL,�AENS AND ALL PROPOSED WORK ANY CRRE Extreme Metal Fa r Rid B BY IIEELD INSPECTO SOTHAT Palm City Poma FL 3499SIL�FfpL NECESSARY [TH CODES. (772) 872-8034 Rvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive ''' ddd�� Palm City, FL 3499p� y..�- (772) 872-8034 ii2.� 1 richard@emfab.net C ST. LUCIE COUNTY BULIANNG DI Quality Assurance Representative REVI1�1EWED FOR CO Address/Phone/Email DAT JOB PLANS AND PER Roofing IT MUST BEVKILLT E MADE Category SITE OR NO INSPECTION(S) Subcategory Metal Roofng Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Evaluation Report from a Florida Registered Architect or a Licensed Rc Professional Engineer Evaluation Report - Harcicopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received FL17022 R7 COI FL_17022 t 5 V CRIMP ssrndf - — Certificate of independence _ _ _ - Referenced Standard and Year (of Standard) Sad Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By t.u..-..rw,..,.., 41,.AAu1..dtA1nn nm/nr/nr nnn dH.asmCloaram=wGEVXQWtDgv2aBQPH0QQe6rMZMkUEOR%2bGKHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 f/4/2018 Sectlons from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D i 08/18/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 17022.1 1 - "5V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck wit 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. 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. 17022.2 2 - "5V Crimp" (R6) 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.Install the assembly In cpmpliance-w)th'the installation method listed in this report and applicable code'sectlons of FBC. Refer to rrianufacturees installation instructions. 17022.3 3 - 01.5" Mechanical Seam" (R5) 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. 17022.4 4 - 01.5" Mechanical Seam" 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. _ Installation Instructions EL17022 R7 II FL 12922.1 5 V CRIMP ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation. Reports n,1 i , I y; . �i, •{ ,i , FL17022 R7'AE tFL j 0221.,Q, CRIMP ssrodf Created b`y Iii-dep'endentThltd-P,arty. Yes 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa mechanically attached to 15/32" plywood or Wood Deck wit exposed fasteners Installation Instructions F. 17022 g7 ." F 17022.2 c v rPIMP 0032 ALUM s_sro Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AV FL 17022 2 5 V CRIMP 0.032 ALUM stir.f 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 Fl 17112 R7 It FL 17022.3 1.5 MECHANICAL Liam 24aa li§S f Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports ""�ruelUrrel FL17022 R7 AF 91 am 2402 ssrodf Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wor Deck with clips and fasteners. Installation Instructions F F1 12022 d MFr'HANCIAL SEAM Ai uMINUM ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports «" Independent Third Party: Yes 17022.5 15 - "1 in. Nall Strip" (Its) 1" rib height, 16" wide, 26 gauge steel, standing seam roof . — ten. nI �1" 1/4/20f 8 Florida Building Code Online panel me Ically attached to 15/32" plywood or wood de l with 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" 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. 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" (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 CO sections of FBC: Referto-manufacturer's Installation -- Instructions. Installation Instructions FL17022 R7 II FL 17022,5 1.0 NAILSTRIP ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Indeoendent Third Party: Yes Evaluation Reports El 17022 R7 AE FL 170:2 5 1.0 NAIMBIP ssr odf Created by Independent Third Party: Yes 1" rib height, 16" wide, 0.032" aluminum, standing seam r, 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 ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports _ --- 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 FL17022 Z37022.7 1,5 Nall $trio 26GA sscodf Verified By:Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 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 FL17022 R7 II F, 177022.8 FMAX Rib sscodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FLA7022 R7 AE EL 177022.0 FMAX Rlh sscodf 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 Instructions FL17022 R7 II FL 17022 9 PBR RIB sscodf VeriFled ey: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17027 o PER RIB ssr.odf Created by Independent Third Party: Yes p"taa ^ ;; 2601 BIRIESAM Road Tall h F1.-3 Ohone: e50-07-1824 TTe Stele of Flodd0 la an AA/EEO empleyec-^-"='d "ht 2007.2013 State of nodda, :: ,KwStatement :: AeMSMVow stntem"nt :: Refund .. _ ...--_...___-_....e.,vn..nn...neonnur,nnasrM7Mkt1EoR%2bG%HGxFeSOkCHZEgVOOveeg%3d%3d 31, Palm City, FL 34990 Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 266A Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. OA2 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507A.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 1S07.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment spec/P7cat/ons above Install Detalls: Table A Allowable Loads METHOD i METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE' 86 PSF -93.5 PSF -301 PSF -228 PSF ROW SPACING 16" o.c. 16" O.C. a" O.C. 6" o.c. FASTENER SPACING ALONG Panel width) 12" O.C.12" o.c. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #SO #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-04' Test Report [0893.01-450-18 05/02/14 Test Report F3365.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/12/14 '��9n pressure margin of safety 2:1 •EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897 ifl � Fig s D i30 '• Locke Bowden, P.E does not have, not will acquire a financial Intlii,�,FQfj44�cturing or distributing products under this evaluation.�• Locke Bowden, P.E. is not owned, operated, or controlled by a0& coa�padtlpmlitadtures, oriistributing products under this report. FL17022.1 51, Amp (26GA Steel), 24" Wide Roc; ,mel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61 ad. 2. Minimum slope to be compliant with Florida Building Code 2017 61' 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 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 ad., Chapter 22- for Steel,- Chapter23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. — Fasteners - A9 x 1-12' Mln. or titg x 1-12' Mm. perTahb A' rorRoW /_ tiV Crime Roe(pmel Spadng and Design pressures Hex Washer Head Wood Screws -15w a greeter nyvmod or -Nhod dmk 24' 31a" I � avnow�StRinnonsf Panel Profile Nominal12" Nominal12. D.C. D.C. ' Fasten 1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel VNdth Panel Refer to Table "A" for Spacing Along Panel - - Ovedao— -- Length Deck-15/32" or greater Plywood, or - Wood plank