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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFFlorida Building Code Online Page 1 of 5 BCIS Home I Log In I User Registration Hot Topics I a v"",ru1 �. b 1 ProductAPsproval (� USER: Public User rtr.6 IK1 Product Aooroval Menu > Product or Aonlication Search > a FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who de, the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map I Links •Search I .Ics > Application Detall FLR3 r (�a5+ Revision 7771 2017 Approved O Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648FST.Lucie CEIVED (352)498-0778 1nfo@gulfcoastsupply.com Ray Bowen R 0 6 2018 info@gulfcoastsupply.com County, Permitting David Eng 14429 SW 2nd PI Ste G30 Newberry, FL 3266 (352)498-0778 info@gulfcoastsupp David Eng 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 david.eng@gulfcoastsupply.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ll Evaluation Report - Hardcopy Received Daniel S. Kuhn PE-75519 Keystone Certifications, Inc. 04/12/2024 Locke Bowden P.E. Cf Validation Checklist - Hardcopy Received FL11651 R3 COI Cert of Independence 2017-10-09.odf 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 https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frZeCS... 3/20/2018 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 Method 1 Option D 10/10/2017 10/12/2017 10/17/2017 12/12/2017 0 0 Page l/20 0 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 0325vCrimo 15- 32Plvwood NonHVH7_-sianed.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 11 FL11651 2 R3 Metal Roof Panel Detail - sinned.odf Approved for use outside HVHZ: Yes 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 Evaluation Reports psf @ 5 3/16" o.c. fastener spacing. Install per I FL11651 R3 AE FL11651 2 R3 032GulFl_ok 16 15- manufacturers details. Not for use in HVHZ Zones. 32Plvwood NonHVHZ-sianed.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 II PL11651 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 clip spacing. Install per manufacturers details. Fob HVHZ Zones. psf @ 6" o.c. use in Evaluation Reports FL11651 R3 AE FL11651 3 R3 1 24Gulf5nao 17 15- 32Plvwood HVHZ-sioned.odf Created by Independent Third Party: Yes 11651.4 11" 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, Foi use in HVHZ Zones. 1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 i1 FL11651 4 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 4 R3 24VersaLoc SR 16.5 15- 32Plvwood HVHZ-sianed.odf Created by Independent Third Party: Yes 11651.5 1" VersaLoc .032" Aluminum 1" VersaLoc min .032" Aluminum over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 1I .FL11651 5 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes sianed.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes https: //floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEV XQvADgsQFc5K%2f FrZeCS... 3/20/2018 1 Florida Building Code Online Page 3 of 5 Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" Evaluation Reports o.c. clip spacing. Install per manufacturers details. For use FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc In HVHZ Zones. SR 16 15-32Plvwood HVHZ-sianed.odf Created by Independent Third Party: Yes 11651.6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail - signed.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other: -86.0 psf @ 24" o.c. clip spacing. -106 5 psf @ 12" Evaluation Reports o.c. clip spacing. -116.0 psf @ 6" o:c. clip spacing. per manufacturers decals. For use in HVHZ Zoni Install s. FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnao 16 IS - 32Plvwood HVHZ-signed.odF Created by Independent Third Party: Yes 11651.7 1.5" 24ga. VersaLoc 1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 Ii FL11651 7 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/-123.5PSF Created by Independent Third Party: Yes Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 o.c. clip spacing. Install per manufacturers det psf @ 12" lls. For use Evaluation Reports FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 15- 32Plvwood HVHZ-signed.odf In HVHZ Zones. Created by Independent Third Party: Yes 11651.8 2" 24ga. MegaLoc Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL11651 R3 Ii FL11651 8 R3 Metal Roof Panel Detail - sioned.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -71.0 psf @ 24" o.c. clip spacing. -10B.5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers data Is. Not for FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15- 32Plvwood NonHVHZ-slgned.odf use in HVHZ Zones. Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok I 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 - signed.ndf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-96.7PSF Created by Independent Third Party: Yes Other. -81.75 psf @ 10-1/4" o.c. fastener spacing. psf @ 5-1/8" o.c. fastener spacing.-121.75 psf fastener spacing. -161 psf @ 5-1/8" fastener spacing. -96.76 @ 5-1/8" Install Evaluation Reports FL11651 R3 AE FL11651 9 R3 24GulfLok 16 IS - 32Plvwood NonHVHZ-signed.odf per manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 Ii FL11651 10 R3 Metal Roof Panel Detail - sioned.odf Approved for use outside HVHZ: Yes Impact Resistant. N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-93.SPSF Other: -93.5 psf @ 18" o.c. Install per manufacturers Created by Independent Third Party: Yes Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 1x4 15- 3.2PIywood NonHVHZ-signed.odf Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 11 R3 Metal Roof Panel Detail - signed.ndf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Created by Independent Third Party: Yes Other: -69.25 psf @ 24" o.c. clip spacing. -108;5 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers details. Not for FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15- 32Plvwood NonHVHZ-signed.odf use in HVHZ Zones. Created by Independent Third Party: Yes 111651.12 126 Ga. 5V Crimp I I Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood https://floridabuilding.org/pr/pr_app_dtl.aspx?par=wGEVXQwtDgsQFc5K%2fTrZeCS... 3/20/2018 Florida Building Code Online y Page 4 of 5 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156.SPSF Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. Installation Instructions F411651 R3_11 FL11651 12 R3 Metal Roof Panel D sioned.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 12 R3 265vCrimD 15- 32Plvwood HVHZ-sIgned.Ddf Created by Independent Third Party: Yes 11651.13 126 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes sioned.Ddf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-131.PSF Created by Independent Third Party: Yes Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf Evaluation Reports @ 16" o.c. fastener pattern. Install per manufacturers FL11651 R3 AE FL11651 13 R3 265vCrimo 15- details. Not for use in HVHZ Zones. 32Plvwood NonHVHZ-sianed.odf Created by Independent Third Party: Yes 11651.14 126 Ga. 5V Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156.SPSF Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c. fastener spacing. Install per manufact rers details. For use in HVHZ Zones. Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 Ii FL11651 14 R3 Metal Roof Panel Detail- sianed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE 1`1_11651 14 R3 265vCrim❑ 1x4 15- 32Plvwood NonHVHZ-sianed.Ddf Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 II FL11651 15 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/-161.OPSF Created by Independent Third Party: Yes Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 Evaluation Reports psf @ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c,. fastener FL11651 R3 AE FL11651 15 R3 26GulfLok 16 IS - spacing, Install per manufacturers details. For use in HVHZ 32Plvwood HVHZ-sioned.pdf Zones. I Created by Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 Ii FL11651 16 R3 Metal Roof Panel Detail - sianed.ndf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-63.SPSF Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes Evaluation Reports psf @ 5 3/16" fastener spacing. -161 psf @ 5 3/16" spacing. Install per manufacturers details. Not for fastener use in FL11651 R3 AE FL11651 16 R3 26GuIILok 16 15- 32Plvwood NonHVHZ-sioned.Ddf HVHZ Zones. ICreated by Independent Third Party: Yes 11651.17 126 Ga. GuIfPBR I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -59.25 psf @ 24" o.c. fastener pattern.=154.75 psf @ 12" o.c. fastener pattern. Install per manufacturer details. Not for use in HVHZ I 11651.18 126 Ga. GuIfPBR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -100.5 psf @ 24" o.c. fastener spacing. - 151.75 psf @ 12" fastener spacing. Install per manufacturer's details. For use in HVHZ Zones Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 iI FL11651 17 R3 Metal Roof Panel Detail- sioned.odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 17 R3 26GUIfPBR IS- 32Plvwood NonHVHZ-sioned.Ddf Created by Independent Third Party: Yes Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail- sianed.ndf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 18 R3 26GuIfPBR 1x4 IS- 32Piywood HVHZ-sianed.Ddf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f rrZeCS... 3/20/2018 Florida Building Code Online Page 5 of 5 11651.19 126 Ga. GuIfPBR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -60.5 psf @ 24" D.C. fastener spacing,-154.75 psf @ 12" o.c. fastener spacing. Install per manufacturer's details. For use in HVHZ Zones. Min 26 Ga, GuIfPBR over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 19 R3 Metal Roof Panel Detail- sioned.odF Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 19 R3 26GuIfPBR IS- 32Plywood HVHZ-sianed.Ddf Created by Independent Third Party: Yes 11651.20 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over Ix4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 20 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes sioned.Ddf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party: Yes Other: -94.25 psf @ 24" D.C. fastener spacing. T 151.75 psf Evaluation Reports @ 12" fastener spacing. Install per manufacturer's details. FL11651 R3 AE FL11651 2.0 R3 26GulfPBR ix4 15- Not for use in HVHZ Zones 32Plywood NonHVHZ-sianed.Ddf Created by Independent Third Party: Yes Go to Page Page 1 / 20 0 -Mi - Contact Us :: The State of Florida is an AA/EEO employer. QZ :; Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If youldo not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012 licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal 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 here . Product Approval Accepts: Ow 0 ® eCrac®va Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?par ==wGEVXQwtDgsQFc5K%2frrZeCS... 3/20/2018 1 /\\�i GulfCc9m SUPPLY & MANUFACTURING (1) #9-15 x 1-1 /2" HWH w/Sealing Washer 12" 12" At Panel Lap--/ •� �11EI.. S, �, ti ENSF'•ti�: No. 75519 _ �p STATE OF S 1111,1VAL ENG�D/05/2017 FL# 11651.12 R3 - OCTOBER 5, 2017 TR•1 /`\\may` Gu C SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY I& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Florida Product Florida Bui Per Rt Categ Subcatego Compliance Met el over 15132" Plywood pproval #11651.12 R3 ling Code 2017 e 61 G20-3 iod: 1 —D ry. Roofing r: Metal Roofing Dd: 61 G20-3.005(1)(d) ]VHZ Product anufacturer: Gulf Coast Supply Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ���'"""''►., %) O• ' ENs,6: Engineer Evaluator: Dan Kuhn, P.E. #75519 = * • No. 75519 - Florida Evaluation ANE ID: 10743 ;�'• STATE of �O Validator: iRIDP.•%N��: Locke Bowden, P.E. #49704 ',S/ONAL ENG,%� 9450 Alysbury Place '''�����►��`� 10/05/201j Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description Design Uplift Pressures: FL#i 11651.12 R3 • OCTOBER 5, 2017 I Y1 ;A oe®P A eeoe d Gulfcc�Nt SUPPLY & MANUFACTURING The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. 5V Crimp Roof Pa�Iel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 1IA2" plywood decking. Non Strulctural application. Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G9.0 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 214" Coverage Rib Height: 3I/8" Major Rib #9-15x1.5" with Stealing washing through panel rib. 1/4" minimum penetration through plywood. Corrosion Resistance:- Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Minimum 15/32hick, 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. Table "A" Maximum Total, Uplift,Design Pressure .108.5 psf" 156.5.,psf Fastener Pattern Panel Rib Panel Rib :Fastener, Pattern -Spacing. ;' 12" O.C.:. ''6" q:C. . Design Pressure includes a Safety Factor = 2.0. Gu Caa SUPPLY & MANUFACTURING Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. 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 descriJfJed herein has demonstrated compliance with: • TAS 125-03 • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • U 1897-12 - Uplift Test for Roof Covering Systems. • TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM B 1117 Reference Data: 1. TAS 125-01 UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0065T-07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organ Iization # 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. 1 3. ASTM G 155 is equivalent to ASTM G26 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. i FL# 11651.12 R3 • OCTOBER TN4 Minimum Slope Range: Installation: Underlayment: Fire Barrier: Shear Diaphragm: Design Procedure: FL41 11651.12 R3 • OCTOBER 5, 2017 _i� ©A PROD �' yooaQ Gulfco��st SUPPLY & MANUFACTURING Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:�2, lap sealant must be used in the panel side laps. Install per Manufacturer's recommended details and RAS 133. Per Manufacturer's installation guidelines per Florida Building Code 2017 Section 1518.2, 1518.3, 1518.4. Any approved fire I arrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm values are outside the scope of this report. For roofs within the at a minimum mee, the parameters list( for each project in using allowable str( not be exceeded. parameters listed on the load table, fastening pattern must those listed for the applicable wind zone. For all roofs outside i on the load table, design wind loads shall be determined ccordance with FBC 2017 Section 1609 or ASCE 7-10 ;s design. The maximum fastener spacing listed herein shall /N4O.*x ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel o�er 15/32" Plywood pBulldings:hauing a. Roof Mean -Height!-. 20'-0"; Roof -Slope, �2"/12" - 1'2°' /12'-' Gable or Hip, Roof;;'•Wind Speeds 12:0- 1'80mph„ Exposure C„-Risk Category. I[ Enclosedr•Building', �basedlon, Flbei'da Building Code 201i7.. - 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE ON CENTER ON CENTER ER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED (MIN.atiodon) ) (MIN. 15/32" SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 49-15x1.5" Plywood 12" TYPE 1 12 TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 ZQNE.2 ;Rlywoodi • ; 12" TYPE• 1 ' 12" IYPE 1 ; ,1.2"TYPE T I 12" TYPE 1 . 12" TYPE 1 12 TYPE 1 ; ,12" TYPE' 1 , ZONE 3 #9-15x1.5" Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 j T;) PANEL pESCRIPTION: 5V CRIMP, MIN, 261 GA.•,, GRADECOVERAGE„3/s TALL: {'2U):PANEL',FASTENER .#9-1SX1; 5"' HWHi WITH SEAL••ING VVASHERiW/MIN YA'•PENETRATION'. 13:) IVIAXIIVIUM;ALLOWABLE PANEL UFLIFTIPRESSILRE 108`S.FSF@12 O:C. FASTENER'SPACING,TYBE 1 FASTENER'PATTERN, 156.5 1PSF 0 6. O.C. FA•STENER'SPACING TYPE 2 FASTENERIPATTERN BASED'ON TAS,125 UL•' 580%UL 1897 TESTING. i Q.IPLYWOOD•DECKING:'MIN.`5/,2" THICK PLYWOOD;MUSTBE'DESiGNED,IN ACCORDANCE'WITH•FLORIDA BUILDING CODE2017. '154. ROOF SLOPE: ON ROOF SLOPES LESS.THAN,3:12, LAP -SEALANT -MUST BE USED IN PANEL SIDE:LAPS. i 1,6:)''LOAD TABL•E•-BASED'ON WIND`PRESSURES CALCULATED •PER ASCE 7=10-(KD =-0.,85)'MULTfPLIED BY 0.6 PER'FLORIDA BUILDING ; tCODE 2017. { I / ZONE 3_ —----------------- RIDGE I , ZONE Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of thelmean 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. (1) #9-15 x 1-1 /2" HWH w/Sealing Washer 1211 1211' ZONEZ GABLE ROOF _j.a j I j � /—RIDGE `---------------= i-- — — —— �a I I ZONE 1 i I I I `ZONE3 —EAVE FL# 11651.12 R3 - OCTOBER 5, 2017 At Panel Lap