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Home My WebLink AboutPRODUCT APPROVALFlorida Building Cade Online 4/30/19, 10:12 AM �, "' a ilv� a.,. s�:ih' €%- ^'rE•- _ cy y-V II t SCIS Home Log In user Registration Hot Topics Submit Surcharge j Stats & Facts Publications i Contact Us E RCIS Site Map Links •Search Florida @Product Approval USER: Public User SCANNED Produc[Aooroval Menu> Product or Aool'caron Search > AoolicaEon Cst> Application Detail BY FL # FL11651-R3 St. Lucie County Application Type Revision Code Version 2017 Application Status Approved Comments RFCpV�p Archived PR 3 01019 Product Manufacturer Gulf Coast Supply & Manufacturn4b.(t( Oepan Address/Phone/Email 4020 S. W. 449th Street iGcre County Horseshoe Beach, FL 32648 (352) 498-0778 lnfo@gulfcoastsupply.com 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 Eng David info@gulfcoastsupply.com David Eng 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 info@gulfcoastsupply.com David Eng 14429 Ste G30W 2nd PI REVI E® FOR Newberry, FL 32669 CODE COMPLIANCE (352) 498-0778 david.eng@gulfcoastsupply.co§To By fl UCIE C®LINTY Roofing BOCC /- Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i-) Evaluation Report - Hardcopy Received Daniel S. Kuhn PE-75519 Keystone Certifications, Inc. 04/12/2024 Locke Bowden P.E. Wf Validation Checklist - Hardcopy Received tty��. Ifpy�Cyy FL11651 R3 COI Cert of IndeoenclF] 0�8 . _W y http://www.floridabuilding.org/prlpr_app_dti.aspx?param=WGEV%QwtDgsQFc5K%2fTrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA%3d%3d Page 1 of 6 Florida Building Code Online 4130119, 10:12 AM Referenced Standard and Year (of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards. Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products Go to Page = 0 0 6 Page 1/ 2 FL # Model, Number or Name Description 11651.1 0.032" Aluminum 5V Crimp Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 1 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes signed odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R3 AE FL11651 1 R3 03?5vCrimo ii 32Plvwood NonHVHZ-signed odf Created by Independent Third Party: Yes 11651.2 0.032" Aluminum Gulf Lok Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FLIX651 2 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes signed.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf Evaluation Reports @ 5 3/16" o.c. fastener spacing. Install per manufacturers FL11651 R3 AE FL11651 2 R3 032GulfLok 16 IS - details. Not for use in HVHZ Zones. 32Plywood NonHVHZ-signed odf Created by Independent Third Party: Yes 11651.3 1" 24ga. Gulf Snap 1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3—IL-FL11651 3 R3 Metal Roof Panel Detail - signed.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/--131.OPS Created by Independent Third Party: Yes Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c. Evaluation Reports clip spacing. Install per manufacturers details. For use In FL11651 R3 AE FL11651 3 R3 1 24GuIf5nan 17 IS- 32Plvwood HVHZ-signed odf HVHZ Zones. Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQWtDgsQFcSK%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d Page 2 of 6 Florida Building Code Online 4/30/19, 10:12 AM 1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood 11651.4 1 1" 24ga. VersaLoc Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5PSF Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Installation Instructions FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detall- signed odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 4 R3 24VersaLoc SR 16.5 15- 32Plvwood HVHZ-signed.odf Created by Independent Third Party: Yes 111651.5 1 1" VersaLoc .032" Aluminum 1 1" VersaLoc min .032" Aluminumover15/32" Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-101.OPSF Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. 1.5" 24ga. Gulf Snap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psi @ 12" ox clip spacing. -116.0 psf @ 6" o.c. clip spacing. Install per manufacturers detals. For use in HVHZ Zones. 11651.7 1 1.5" 24ga. VersaLoc Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Irlpact Resistant: N/A 61 sign Pressure: +N/A/-123.SPSF Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. For use in HVHZ Zones. I1U51.8 12" 24ga. MegaLoc Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Iv pact Resistant: N/A D^sign Pressure: +N/A/-108.5PSF Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. Not for use in HVHZ Zones. Installation Instructions FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail- sioned.odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 g3 AE FU1651 5 R3 lin 032VersaLoc SR 16 15-32Plywood HVHZ-sinned odf Created by Independent Third Party: Yes 1.5"" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 RRII FL11651 6 R3 Metal Roof Panel Detail- sioned.edf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports EL11651 R3 AE-FL11651 6 R3 1.5 24GulfSnao 16 15- 32Plywood HVHZ-signed.pdf Created by Independent Third Party: Yes 1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3ILFL11651 Z113 Metal Roof Pane _Detall- signed.odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE 7 R3 1.5 24VersaLoc 16 15- 32Plvwood HVHZ-signed.odf Created by Independent Third Party: Yes Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 II FU1651 8 R3 Metal Roof Panel Detajl- signed odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3AE FL11651 8 R3 24VersaLoc 32Plywood NonHVHZ-signed odf Created by Independent Third Party: Yes 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes sioned.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party: Yes O:.iter: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 Evaluation Reports psi @ 5-1/8" o.c. fastener spacing.-121.75 psf @ 5-1/8" FL11651 R3-AE FL11651 9 R3 24Gulf-ok 16-L'L. fastener spacing. -161 psf @ 5-1/8" fastener spacing. Install 32Plywood NonHVHZ-signed.odf per manufacturers details. Not for use In HVHZ Zones. Created by Independent Third Party: Yes http://www.floridabuilding.org;pilpr app dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d Page 3 of 6 Florida Building Code Onlin- 4/30/19, 10:12 AM 11::11.30 124 Ga. Gulf Seam Limits of Use Approved for use in HVHZ: No Anuroved for use outside HVHZ: Yes Irsrpact Resistant: N/A Design Pressure: +N/A/-93.5PSF Otter: -93.5 psf @ 18" o.c. Install per manufacturers details. Not for use in HVHZ Zones. 1, i ,1.11 124 Ga. Gulf Seam Lions of Use 1 "— ,proved for use in HVHZ: No Approved for use outside HVHZ: Yes Ir.il:act Resistant: N/A V i.,ign Pressure: +N/A/-108.SPSF O'hr-.r: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.:. ;:Pp spacing. Install per manufacturers details. Not for use in 'i',iHZ Zones. 1...1.12 126 Ga. 5V Crimp UmT.c of Use J-e-•-oved for use in HVHZ: Yes &-ni'oved for use outside HVHZ: Yes Ir^.;!act Resistant: N/A D nn Pressure: +N/A/-156.SPSF 6 r: r_r: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" ^.c. fastener spacing. Install per manufacturers details. For us - •v HVHZ Zones. 1.-._ -13 126 Ga. 5V Crimp of Use oved for use in HVHZ: No Aooroved for use outside HVHZ: Yes Irlwact Resistant: N/A 11 -inn Pressure: +N/A/-131.PSF -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @ It, n c. fastener pattern. Install per manufacturers details. N„ ^r• use in HVHZ Zones. 1 . 1.14 126 Ga. 5V Crimp L;x+ts of Use Ii. ;.roved for use in HVHZ: No A,,w,oved for use outside HVHZ: Yes ]-,P+ ct Resistant: N/A r...... :n Pressure: +N/A/-156.SPSF C, her: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 5' : - fastener spacing. Install per manufacturers details. For u= 1, HVHZ Zones. .15 126 Ga. Gulf Lok L r of Use I. ,roved for use in HVHZ: Yes A.. , caved for use outside HVHZ: Yes Sm .act Resistant: N/A I, in Pressure: +N/A/-161.OPSF C. i .. -: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 pr. [ S 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener so < a,g. Install per manufacturers details. For use in HVHZ 2 Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 9-31I FL11651 bO R3 Metal Roof PanelDetai- 5igned.odf Verified By: Dan Kuhn, P.E. 7SS19 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3f3FL11651 11 R3Metall_Roof Panel Detail- signed.odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15- 32Plvwood NonHVHZ-signed.odf Created by Independent Third Party: Yes Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 ILFL1165112 R3 Metal Roof Panel ep ajl_ signed.odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 12 R3 265vCrimo IS- 32Plvwood HVHZ-signed.pdf Created by Independent Third Party: Yes Min 26 Ga. 5V Crimp over 15/32" Plywood Installation Instructions FL11651 R31I FL11651 1 R3 Metal oo Panel Detail - signed odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3AE EL11651 13R3 265vCrirrlR_15- Created by Independent Third Party: Yes Min 26 Ga. 5V Crimp Roof Panel over ix4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 14R3 Metal Roof Panel Detail - signed odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 14 R3 265vCrimo ix4 15- 32Plywood NonHVHZ-signed odf Created by Independent Third Party: Yes Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651_15 R3 Metal Roof Panel Detail - signed odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 15 R3 26GulfLok 16 15- 32Plvwood HVHZ-signed pdf Created by Independent Third Party: Yes http://www.floridabuilding.,.-;..,,,pf_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d Page 4 of 6 Florida Building Code Onlin : 4/30/19, 10:12 AM Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood 1 1 ,, .16 126 Ga. Gulf Lok L i of Use r; ,ved for use in HVHZ: No r: rived for use outside HVHZ: Yes .....,--t Resistant: N/A I, •_: gn Pressure: +N/A/-63.5PSF C ! r. -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 P' 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener s^ g. Install per manufacturers details. Not for use in H ZD1es. 1 ,., .1.7 126. Ga. GulfPBR L.i , I of Use " :,..,-ved for use in HVHZ: No t .vad for use outside HVHZ: Yes I ct Resistant: N/A I :fin Pressure: +N/A/-154.7PSF I•i 59.25 psf @ 24" o.c. fastener pattern.-154.75 psf @ 1 :. fastener pattern. Install per manufacturer details. Not f, . in HVHZ 26Ga. -GulfPBR L ' - of Use f. -.:ved for use in HVHZ: Yes I .,ved for use outside HVHZ: Yes ' : t Resistant: N/A I" .::n Pressure: +N/A/-151.7PSF t' i -: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf @ I- toner spacing. Install per manufacturer's details. For u HVHZ Zones Installation Instructions FL11651 Eta II F1,11651 16R3 Metal Roof Pane_ e[) tail- signed.odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports Independent Third Party: Yes Min 26 Ga. Gulf PBRRoof Panelover15/32" Plywood Installation Instructions Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 17 R3 26GulfPBR 15- 32Plywood NonHVHZ-signed odf Created by Independent Third Party: Yes Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail - signed odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 18 R3 26GulfPBR_1x4 15- 32Plvwood HVHZ-signed pdf Created by Independent Third Party: Yes 26 Ga. GulfPBR l Min 26 Ga. GulfPBR over 15/32" Plywood L ,. of Use • —ved for use in HVHZ: Yes !. ,ecl for use outside HVHZ: Yes �,7t Resistant: N/A f Pressure: +N/A/-154.7PSF I h ^ -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @ 1 fastener spacing. Install per manufacturer's details. F in HVHZ Zones. Installation Instructions FL11651 R3 II FL11651 19 R3 Metal Roof Panel Detail - signed odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 19 R3 26GulfPBR IS- 32Plywood HVHZ-signed.l[_df Created by Independent Third Party: Yes �L 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 15/32" Plywood L ? of Use I • • rrad for use in HVHZ: No -v ved for use outside HVHZ: Yes . -ct Resistant: N/A I, ,in Pressure: +N/A/-151.7PSF ( 1 ^,: -94.25 psf @ 24" o.c. fastener spacing.-151.75 psf @ 1 r�ner spacing. Install per manufacturer's details. Not f, • -n HVHZ Zones age Installation Instructions FL11651 R3 II FL11651 20 R3 Metal Roof Panel Detail - Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports F"1651_R3 AE FL11651 200 R326GulfPBR 1x4 L5- 32Plywood NonHVHZ-signed odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 00 Page l/200 ne State of Florida is an AA/EEO employer. Con irght 2007-2013 state of nor'da :: Privacy statement :: Accessibility statement :: Refund Statement ea law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic ,"this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to section I ), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have http://www.floridabuilding: , 'pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA%3d%3d Page 5 of 6 Florida Building Code Onlir - 4/30/19, 10:12 AM E� emalls provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a p 1 address, please provide the Department with an email address which can be made avallable to the public. To determine If you area licensee under Chapter 455, F.S., please click bffe_. product Approval Accepts: ffiE .x ®HqM r I I C`SI I I I t S' http://www.floridabuilding.Crj 1;ur_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d Page 6 of 6 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.13 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 %„1i1o„ Newberry, FL 32669 �•%%% S. Se joG., No. 75519 -p STATE OF Q NAL,EN �zO/OS/2027 Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15h2" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/s" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum t5hz" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Design Uplift Pressures: Table "A" 'tMaxi um" ir1 Tofiat = pl ft Design Pressure 94.25 psf M Oypsf Fastener Pattern 12"-12" 9.5"-2"-9.5" astener Pattern Spacing 1.6" O.C. tb" O.C. Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0053T-05 & 117-0331 T-08 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. �/NPR_ Fa%e0 ENGINEER LOAD TABLE: 26 Ga. 5VCrinnp Roof Panel over 15/32" Plywood t.titpidXiird15%f2c7,t2l,YL"Saf3D0')S[}:�.=2±.`,')'ua-.�'Cic"3I9Y-4Pr I�tSLtilsf9(etssed BIcfilg t� gFt_7 iIF s Livatfilrsde;2t?t s _ 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" Penetration))sg (MIN. 15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ! ilili�T d19 i5x13 p 3y ozf :j. y ° 6)WE 1 $ 'qd"T - ' 4e a+ N+.`t. ��'.'�: m16 TIPk 4 ns TYPE t- "�-' 2 11k f .{ `Tz+F?} 6 1t 1 ]"`i 9 1t IYgE > .. a FrY h , V M ZONE 2 #9-15x1.5" Plywood 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 44' 2(1{IE3 3. 1SX1"S t f)Wclgdi Y6 PE1 !? TYPE?16TYRi 7' E6 TYPt 16 E1 16i1PE2 1g TfPE2 p _.. ._ 1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE. 2.) PANEL FASTENER: #9-15XI.5" HWH WITH SEALING WASHER W/ MIN. 1/4" PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. 1shz" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. HIP ROOF '----'------------ \� RIDGE i' I � ` I �,�' /' ZONE1 \� \�� i__________________e 2 GABLE ROOF -------------- ZONE ZONE ' ZONE —EAVE FL# 11651.13 R3 • OCTOBER 5, 2017 Note: Dimension (a) is defined as 10% of the minimum width of the building or a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4% of the minimum width of the building or 3 feet. TYPE FASTENER PATTERN (1) #9-15 x 1-1/2" HWH w/Sealing Washer 1211�-12"-�' At Panel Lapp �a TYPE 2 FASTENER PATTERN (1) #9-15 x 1-1/2" HWH w/Sealing Washer Eja TA Florida Buildi` we Jn � 5 ? r 4/30/19, 9:57 AM r y , h t 1 c•r Login User Registration I Hotippics i Submit Surcharge Stats a Facts I Publications( Contact Us ( RCIS Site Map I Links l Search b'i d. If ipProdaat Approval SCANNED I. \ if I..' USER: Public User ..i•. l Of _- S. A, provp�/ al Menu > Product or Application Search > Apolication Lis Application -Detail St. Lucie County I}h: a•-si: i z..t.,_.Y 'I -t ion Type e arsion -%,I. h: arion Status =nmr•snts 4 r:. sivd Manufacturer re;,/Phone/Email FL14672-R4 "'ec.F Revision 40 nFp 2017 A� Approved ps jttj�9 ®16*19 (U%eoe cou IN H Tarco Roofing One Information Way Suite 225 Little Rock, AR 72202 (254) 913-7750 smohseen@tarcorooflng.com 1, .zed Signature Shaik Mohseen smohseen@tarcoroofing.com REVIEWED FOR lac , gal Representative Shaik Mohseen s . -er: ; Phone/Email ��aa �/� 2403 Taylors ValleyCGDE COMPLIANCE Belton, TX 76513 ST. LUCIE COUNTY (254)913-7750 smohseen@tarcoroofing.com EOCC ��p Assurance Representative Shalk Mohseen +.'=ce -/Phone/Email 2403 Taylors Valley Road Belton, TX 78717 (254) 939-3775 Ext 210 smohseen@tarcorooflng.com y Roofing -: •CatCgory Modified Bitumen Roof System ompnance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ^i Evaluation Report - Hardcopy Received =-.rzt:._ngineer or Architect Name who developed Robert Nieminen 1 - --..• cation Report .= or '-icense PE-59166 hr Assurance Entity UL LLC :n. Lt, Assurance Contract Expiration Date 03/09/2020 -anted By John W. Knezevich, PE ��. 'f Validation Checklist - HardcopyCte%E COPY _. Ll:..te of Independence FL14672 R4 COI 2017 01 COI Nieminen.odf http://www.fl, wilccn i.- d,,.r,pr app dtl.aspx?param=wGEVXQWtDgsw8ZVNfe8A7egLDAyIhYNUal9LG%2bUShfSFxOus6rNLEQ%3d%ad Page 1 of 2 Y Florida Builni ` r. e v, ine 4/30/19, 9:57 AM te:: ced Standard and Year (of Standard) Standard Year ASTM D226 2009 ASTM D4601 2012 ASTM D6163 2008 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 3p, va:ance of Product Standards _. .f.: i By Set Jo.-s from the Code 'rc'•UCL Approval Method 7a ^_ Submitted mate validated -)ac"ending FBC Approval Da:= Aoproved 3t :'tr Method 1 Option D 10/03/2017 10/07/2017 10/09/2017 12/12/2017 -'ary Or rrooucUS Model, Number or Name Description 1 1 LeakBarrier Easy-rorch APP modified bitumen roof systems Modified Bitumen Roof Systems .s of Use Installation Instructions „ved for use in HVHZ: No FL14672 R4 II 2017 10 FINAL ALER TARCO MODBIT APP FL14672- B4.g1(f Dved for use outside HVHZ: Yes ;. pt Resistant: N/A Verified By: Robert Nieminen PE-59166 gn Pressure: +N/A/-670 Created by Independent Third Party: Yes .-: 1.) The design pressure in this application Evaluation Reports to one particular system. Refer to ER FL14672 R4 AE 2017 SO FINAL ER TARCO MODBIT APP FL14672- fR4.W o,lix for all systems and Max Design . res. 2.) Refer to ER Section 5 for Limits of Created by Independent Third Party: Yes Back N..1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 -�e State of Florida Is an AA/EEO employer. 'Wa law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic m i to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section '�I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have he emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a :o-ei address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her€• Product Approval Accepts: f-W-1 lt9v_®FEM Credit Card Safe http://www.fic : ouiidin ).:. 41, .'pr app-dtl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7egLDAylhYNUal9LG%2bUShfSFxOus6rNLEQ963d%3d Page 2 of 2