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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFFlorida.Bidlding.Code Onlin, S E� Page 1 of 4 BY St Lucie CdOW BCIS Nome. i'Log,In' 14ser Registration I i 1 _7 x ProductApproval' 4`1dlA�Sn4i'.,�'9S@ASS.SA_f_'4,71LSf�.tig6 j.B>tpo_g�&.4D..i,ISS?.Application Detail di FL # Application Type Code Verslon ApplicationStatu's r a Comments Archived .I Product Manufacturer. Address/Phone/Email e I Authorized Signature I i Technical Representative i Ad dress/Phone/E mall. quality Assurance Representative Ad dress/Phone/E mail Category Subcategory Compliance_ Method Florida-Englneeror Architect Name who developed the. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate ol"Inde.pendence FL17022-R7 Revision 2017 Approved 08/18/2017v,data reapply 0 Extreme Metal Fabricators', LLC, 2160 SW Poma Drive Palm City, FL34990 (772)'871-8034 flvaifdation Oyahoo.com Richard McKuhen flvalidation @yahoo.com Richard McKuhen 2160 SW,Poma Drive Palm City; FL 34990 (772),87278034 Rchard@einfab:net Roofing Metal Roofing 5 ST, LUCIE COUFr` ---; BUILDING DIVISIou IZc!�Icy`✓;;D BY C D!;TE �% — /'s—/Cj PLANS AND p ' %11T US7. 8_E K 9 P T 0,,1 ,;ns OR tf1�,"� IN^wrr THRE PLANS AND ALL 1i`)ROPOS�D WORK' ARE SliWPGT TO A cot,TIONS MIRY BE IINEU 8A.i ly w �ii?i)Ffa �!1 COMPU WITH AI_LA, PpW�4tO .I0fi$1 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Evaluation' Report from a Florida Registered Architect or. a Licensed Florida Professional Engineer El, Evaluation Report - Hardcopy Received LOCKE BOWDEN RE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R.. Priest, P.E. EC Validation Checklist - Hardcopy Received FL17022 R7 COI FL.17Q22.1 5 V GR MP ssr,odf Referenced standard and Year(of Standard) standard TAS 125 U L-18'97" U L 580 Equlvalence of Product Standards Certified By` Sections from the. Code Year 2003 2012 2006 http: //mTww. floridabuild ing: orglpr/pr_app_dtl. aspx?param=wGE VXQwtDgv2aBQpHpQ.Qe.:: 1 /8/20.1.8 •Florida Building Code Onlinc Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date'Validated 08/25/2017 Date.Pending F6C;Approval 08/28/2017 Date Approved 10/10/2017 Sum .. of Products FL #. Model, IN am.beror Name Description In22.1 1 - "SV Crimp";(R6)26,Gauge-steel;.3/8" rib height, 24"wide lapped:roof.panel mechanically attached to•i5J32" plywood or Wood beck with fasteners .Approved for use in HVHZ: No Approved far use outside HVHZ: Yes Impact Resistant _No: Design 'Pressure: <+NJA%-Table A Other. Refer toeval.uatlon:report•for•conditions.,Install'the assembly In; compllance with the, Installation method listed In this report and applicable code sections'of FBC. Refer to manufacturer's Installation.lnstructlons. 17022.2 2 - "5V Crimp" (116) 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 conditlons:Install the assembly in compllance with the'Installatlon method listed']n this report and applicable code 6ecti6ns-bf'FBC.'Refer.to manufacturer's Installation, Instructions. Installat"ro n 4 nstructio ns FL1702Z R7 II FL 17022;1 5.V CRIMP ssr.pdf Verified By:: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FLA7022.1 5 V CRIMP ssr,vdf Created by Independent.Th.Ird Party: Yes 0.032" Aluminum, 3/8" Rib height; 21 wide lapped. roof panel, mechanically attached'to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions ft17b22 R7 II FL 17022,Z 5 V CRIMP 0.032 ALUM ssr odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0,032 ALUM ssr.pd-f -Created by Independent.Third Party: Yes 17022r3 3 - "1,5" Mechanical Seam" (115) 1,5"71b heighti 16" wide, 24 gauge steel;,standing seam roof panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use Iristallation Instructicins Approved for use in HVHZ: No F1,17W-117-11 P_22 3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssr,ndf Impact Resistant: No Verified By:, Locke Bowden, P.E. 49704 Design'Pressure: 4N/A/-Table A. Created by Independent Third Party: Yes Other: Refer to evaluation repo.rtforconditloris and Evaluation Reports limitations -of use-inntall the assembly In compliance with FL17022_R7_AE_FL 17022.3. 1,S.MECHANICAL the installation method listed In-thls;repo[t and applicable searp-,.24ga ssY,pdf code sectlons,of FBC.. Refer to manufacturer's Installation Created by Independent Third Party.; Yes, Instructions. 17022.4 14 - "1.5" Mechanical Seam" (115) Limits of Use Approved for use'in HVHZ: No Approved for use, outside HVHZ; Yes. Impact Resistant: No Design pressure: +NJA/=Table A. Other: Referto�evaluation reportfor•conditions;and Ilmitations 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: 1.5:'rib height, W' wide,.0,032" aluminum, standing seam roof panel mechanically, attached to It/32' plywood..or Wood Deck with clips and -fasteners. .......... -— Iristallation Instructions FL17022 R7 II FL 17022.4 MECHANCLAL SEAM A-WMIN IM_vrPA ,Verified. By: Locke•Bowden, P.E. 49704 `Created by Independent Third Party: Yes .Evaluation Reports FL17022 PT AE FL 17022.4'MECHANCIAL SEAM ALUMINUM ssr.,pdf Created by Independent Third Party,: Yes 17022.5 5 - "1 In. Nall'Strlp" (R5)' 1"rib height, 16" wide; 26 gauge steel, standing seam roof' panel mechanically attached to •15132" plywood,or wood 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 to evaluation report for conditions and Ilmltations of use.1nstall the assembly In compliance with Installation I Created by Independent Third Party: Yes Evaluation Reports FL1702 R7 AE FL 17022.5r 11.0_NAIL5TTIP_ssr•edf, Created by Independent Third Party: Yes; http:/Iwww:floridahuilding.or..g%prlpl_app_dtl;aspx?paratn=wGEVXQwtDgv2aBQpHp.QQe :. 1/8/2018 Palm. City, FL 34990 Compliant with Florida Building Code 2017 (6ti' 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 miIn.; Attached to min.15/32" plywood or Wood i Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" i 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 Se 7. See tener attachment specifications above Install Details: Table A 'Allowable Load . ° METHOD 1 METHOD 2 METHOD 3 METHOD 4 , DESIGN PRESSURE* -86. 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 wid h) `_ 12" o.c. 12" O.C. 12" o.c. 12" o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTI C. TST 1 : 1527 \,1 UL 580-06 & 1897-041 Test Report 893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test. Report D05893.02-450-18 07/22/14 *Design pressure margin of safety 2.1 *EQUIVALENCY-UL 1897--04 is equivalent to test standard UL 1897 � �i xisi k%3- fl pop Locke Bowden, P.E. does not have, not will acquire a financial intln ��tq�q�rmiWfacturing or distributing products under this evaluation. - ; . Locke Bowden, P.E. is not owned, operated, or controlled by ally cooiparNombbil atture'o, or distributing products under this report. f•, 'G .� STil1;l, '4� � ,� � J FL17022.1 %.-rimp (26GA Steel), 24" Wide Roor eanel - Details Limitations: 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-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. 15132" or greater Plywood, or Wood plank 247 Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 99 x 1-1/2" Min. or #10 x 1-1/2" Min. per —fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel 1Mdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -1Mbod plank