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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Onliu. Page 1 of 5 SCIS Home I LAG in I User Reglstauan Hot Toplcv I Submit Surch.Ge SM"Fade PUbhWaone FK SWd 1 305 Site Map i Links I Sear0 i d Ronda 5W ' l "�.! Product Approval USER: PYblic User Product Avomval Menu > Product yr gvoll[aNan SeaKM1 > gvvllatlen Lis[ > gppllratlpn OeWll t FL# Application Type FLSision 3 SCANNE Oc 1 � �"` Code Version Revision , , 2017 lN' St. ab Application Status Approved Lucie Cou V , '�' Comments ` Ib� Archived p I Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-0778 Info@gulfcoastsupply.comELuDJEC Authorized Signature Ray Bowen 8 info@gulfcoastsupply.mmTechnical Representative David Eng rmitting Address/Phone/Email 14429.SW 2nd PI Ste G30 Newberry, FL 32669 (352) 498-0778 Info@gulfmastsupply.mm Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352) 498-0778 davfd.eng@gulfcoastsupply.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Daniel S. Kuhn the Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden P.E. Cj Validation Checklist - Hardcopy Received Certificate of Independence FU 1651 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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5Kg/o2fi'rZeCS... 3/20/2018 Florida Building Code Onlin. 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 IZ/12/2017 d page l/2a fa FL # Model, Number or Name Description 11651.1 0.032" Aluminum SV 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 11 FL11651 1 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/-108.SPSF Other: -108.5 psf @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 1 R3 0325v[rimn IS- 32Plvwood NonHVHZ-sinned 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 Approved for use outside HVHZ: Yes FL11651 R3 H FL11651 2 R3 Metal Roof Panel Detail - sloned.odf Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF Other: -52.5 psf @ 5 3116" o.c. fastener spacing. -116.0 psf @ 5 3/16' o.c. fastener spacing. Install per manufacturers details. Not for use In HVHZ Zones. Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 2 R3 0 if k 16 1 - 32Plvwood NonHVHZ-sinned 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 Approved for use outside HVHZ: Yes FL11651 R3 If FI-11651 3 R3 Metal Roof Panel Detail - sinned.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/--131.OPS Other: -67.3 psf @ 24' o.c. clip spacing. -131 psf @ 6' O.C. clip spacing. Install per manufacturers details. For use in HVHZ Zones. Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 3 R3 1 24rzulfqnap 17 IS 3Plvwood HVHZ-signed.odf Created by Independent Third Party: Yes 11651.4 1" 24ga. VersaLoc 1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL11651 R3 11 FL11651 4 R3 Metal Roof Panel Detail - signed.odf Impact Resistant: N/A Design Pressure: +N/A/-138.SPSF 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. Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 4 R3 24VersaLo SR 16.5 15- 32Plvwood HVHZ-sinned 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 Approved for use outside HVHZ: Yes FL11651 R3 11 FL11651 5 R3 Metal Roof Panel Detail - sianed.odf Impact Resistant: N/A Design Pressure: +N/A/-IOI.OPSF Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frZeCS... 3/20/2018 Florida Building Code Online Page 3 of 5 a - 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 Sin 032Versal oc SR 16 15-32Plvwood HVHZ-signed odf In HVHZ Zones. 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 11 FL11651 6 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes slaned.ndf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-116.OPSF Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes Evaluation Reports o.c. clip spacing. -116.0 psf @ 6" o.c. clip spacing. Install per manufacturers detals. For use In HVHZ Zones. FU1651 R3 AE FU 1651 6 R3 1.5 24GuIf5nao 16 15- 32Plvwood HVHZ-sinned ndf Created by Independent Third Party: Yes 11651.7 1.5" 24ga. Versal-oc 1.51 Versal-oc min 24ga. 16" wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 11 FL11651 7 R3 Metal Roof Panel Detaii- sinned.pdf 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 psf @ 12" Evaluation Reports o.c. clip spacing. Install per manufacturers details. For use FL11651 R3 AE F01651 7 R3 1.5 24VersaLOc 16 15- 32Plvwood HVHZ-sinned 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 11 FL11651 8 R3 Metal Roof Panel Detall- sianed.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-IOB.SPSF Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports o.c. dip spacing. Install per manufacturers detalls. Notfor FL11651 R3 AE FL11651 8 R3 74y l-c 18 IS - 32.Plvwood NonHVHZ-slaned.pd/ use In HVHZ Zones. Created by Independent Third Party: Yes 11651.9 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 11 FL11651 9 R3 Metal Roof Panel Detall- Approved for use outside HVHZ: Yes sinned.ndf Impact Resistant: N/A Design Pressure: +N/A/-96.7PSF Other: -81.75 psf @ 10-1/4" O.C. fastener spacing. -96.76 psf @ 5-118" o.c. fastener spacing.-121.75 psf @ 5-1/8" fastener spacing. -161 psf @ 5-1/8" fastener spacing. Install Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 9 R3 24GuIn-ok 16 15- 32Plvwood NonHVHZ-sinned 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 Purllns over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 11 FL11651 10 R3 Metal Roof Panel Detail - sicned.odf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-93.SPSF Other: -93.5 psf @ 18" O.C. Install per manufacturers details. Not for use In HVHZ Zones. FL11651 R3 AE FU 1651 Id R3 24GulfSearn 16 1 4 15- 32Plvwood NonHVHZ-sianed.odf Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4' Snap Lack, 18" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11651 R3 11 FL11651 11 R3 Metal Roof Panel Derail sianed.ndf Impact Resistant:. N/A Design Pressure: +N/A/-108.5PSF Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c, clip spacing. Install per manufacturers details. Not for use In HVHZ Zones. Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 11 R3 24Guif5 am 18 15- 32Plvwood NonHVHZ-signed odf Created by Independent Third Party: Yes 11651.12 126 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fFrZeCS... 3/20/2018 Florida Building Code Online - Page 4 of 5 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11651 R3 11 FLI1651 12 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/-156.SPSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf Evaluation Reports @ 6' o.c. fastener spacing. Install per manufacturers details. FLI 1651 R3 AE FL11651 12 R3 265vCrimo 15- For use In HVHZ Zones. 32Plvwood HVHZ-sioned.odf Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No F1.11651 R3 11 FL11651 13 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes siened.ndf 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 IS - details. Not for use In HVHZ Zones. 32Plvwood NonHVHZ-signed odf Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11651 R3 11 FL11651 14 R3 Metal Roof Panel Deta'1- signed.odf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-156.SPSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. Fastener spacing. -156.5 psf Evaluation Reports @ 6' o.c. fastener spacing. Install per manufacturers details. FL11651 R3 AE FL11651 14 R3 265vCrimn Ix4 IS - For use in HVHZ Zones. 32Plvwood NonHVHZ-sioned.ndF 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 11 FL11651 15 R3 Metal Roof Panel Detall- Approved for use outside HVHZ: Yes sinned.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 3/1W o.c. fastener FL11651 R3 AE FLSI651 15 R3 26GuIF-ok 16 IS - 32Plvwnod HVHZ-sipned.odf spacing. Install per manufacturers details. For use In HVHZ Zones. 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 ri FL11651 16 R3 Metal Roof Panel Detall- sioned.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' fastener FLt165I R3 AE FL11651 26 ulfLok 16 Is - spacing. Install per manufacturers details. Not for use In 32Plvwood NonHVHZ-siened.odf HVHZ Zones. Created by Independent Third Party: Yes 11651.17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II Ff.11651 17 R3 Metal Roof Panel Detall- sioned.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -59.25 psf @ 24" o.c. fastener pattern. -154.75 psf Evaluation Reports @ 12" o.c. fastener pattern. Install per manufacturer details. EL11651 R3 AE FLI 1651 17 R3 76CuIfPOR IS - 32Plvwood NonHVHZ-sionetl odf Not for use in HVHZ Created by Independent Third Party: Yes 11651.18 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR Roof Panel over Ix4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 IT FL11651 18 R3 Metal Roof Panel Detail - Approved for use outside HVHZ: Yes sloned.ndF 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 Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 18 R3 26nuIfPQR Ix4 IS - 32Plvwood HVHZ-slenetl odF Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5Ke/d2frrZeCS... 3/20/2018 Florida Building Code Online Page 5 of 5 11651.19 26 Ga. GulfPBR Min 26 Ga. GulfPOR over 15/32' Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL11651 R3 IT FL11651 19 R3 Metal Roof Panel Detail - sioned.0 Impact Resistant: N/A Verified By; Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf Evaluation Reports @ 12" o.c. fastener spacing. Install per manufacturers FL11651 R3 AE FL11651 19 R3 26GUIfPBR 15- 32Plvwood HVHZ-siened.odf details. For use In HVHZ Zones. Created by Independent Third Party: Yes 11651.20 26 Ga. GUVPBR Min 26 Ga. GuIFPBR over Ix4 Wood Purlins over 15/32" Plywood Limps of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 11 FL11651 20 R3 Metal Roof Panel Dgi;Ak sianed.ndF Approved for use outside HVHZ: Yes 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" o.c. fastener spacing.-151.75 psf Evaluation Reports @ 12" fastener spacing. Install per manufacturer's details. Not for use in HVHZ Zones FL11651 R3 AE FL11651 20 R3 26GUIFPBR Ix4 IS - 32Plvwood NonHVHZ-sinned odf Created by Independent Third Party: Yes Go to Page Bach Neal m O Pagel/20 m Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-1824 The SOW of Florida Is an AAIM employer. COny4nht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :; Refund statement Under Runde law, mall address¢ are pudic mcolds. if you do not want your e-mail address released In rest.. th a robiic-rowed, request, do not send elacbonk.11 to this entity. Instead, mntaft Me pmce by one.. or by trod tIonal mail. If you have any questions, please contact 850.487.1395.'pursuant he Section 455.275(1), Florida Statvt , eRectNe October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an man address If they, bave One. The smalls P.,Id.d may be used for offset Onnfurlcad.n with the licensee. However mall addresses am public record. If you do not wish to supply a personal address, please provide the Department with an mall address which On m made available to Me public To determine if you are a licensee under Product Approval Ad:epW: P-MI0O�M D SCCUPIL�'AI hTItics, https://floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgsQFc5KB/`2fl'rZeCS... 3/20/2018 (1) #9-15 x 1-1 /2" HWH w/Sealing Washer 12" 1211 At Panel Lap •��cENSF•,2 =. No. 75519 .D,S�TOREVP "'I,;s oNAL ENG30/05/z017 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.12 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ` ��OPNIEL 3"j�Gy�' L\GE/J&If,:, : .:• No.7551.9 �pOT STATE OFAl / G� '�,,�NAL �C"IO/05/201� 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 FL# 11651.12 R3 Compliance Statement: 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. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum iIA2" 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: 50.0 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: 3/8" Major Rib Panel Fastener: k9-15x1.5" with sealing washing through panel rib. 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" 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: FL* 11651.12 R3 • OCTOBER Table "A" MaximurmTotal Uplift Design Pressure; „108.5,psf 156 51psf�` ,' Fastener Pattern Panel Rib Panel Rib Fastener^Pattern Spacing, 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, 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 described herein has demonstrated compliance with: • TAS 125-03 • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 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 117. Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0065T-07A-C, Dated 0126/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T130-07, Dated 02282007 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 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. 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 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 and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier 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: 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. ENGINEER LOAD TABLE: 26 Ga. SVCrirnp Roof Panel over 15/32" Plywood Buildings having 'a,Roof Mean Height s 20'-0'; Roof Slope: 2"/12" - 12' 712" Gable or Hip Roof; Wind Speeds 120- 118omph, Exposure C, Risk Categoryll„Enclosed Building; 'based 'on Florida Build_ing'Code 2017. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED (MIN .1/4" Penetration) (MIN. 15132") SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #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 i . - ZONE 2 49r15X1':5. � . - i 'Plywood 12-,TYPE Ti , - i'12"TtYPE 1 ' 12" rYP,E,1 ! 1 12"TYPEil' I 12"TYPE 1 12"TYPE 11 12" TYPE 1.� ZONE 3 N9-15X7.5" Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" T'PE 1 '1;),PANEL DESCRIPTION:,SV CRIMP, MIN. 26 GA., GRADE 50, 24"CQVERAGE;3/o" TALL. 2'ip PANEL FASTENER: #9 15X1:5' -HWH'1 WITH'1 SEALING'WASHER'V/ MIN, A—P.ENETR'ATION. 30 MAXIMUM AL•LOWABLE'PANEL•UPLIFT PRESSURE: 108' 5'PSF® 12" A.C. FASTENER SPACING TYPE 1 FASTENER. PATTERN, 156.5, -PSF.%6":O,C. FASTENER SPACING TYPE FASTENER PATTERN BASED: ON TAS 125,,UL.580/UL 1897 TESTING. 4i) P-LYWOOD,DECKING: MIN: 1sh2" THICK PLYWOODMUST BEAESIGNED IN ACCORDANCE WITH, FLORIDA BUILDING:,CODE 2017. I5:)'LROOPSLOP.E: ;ON,ROOF SLOPES LESS?HAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. (6J-LOAD TABLE BASED ON WIND PRESSURES CALCULATED. PER.ASCE 7-10'.(KD.=0,85). MULTIPLIED. BY 0.6 PER FLORIDA BUILDING 'CODE 2017. \ __- RID I , ZONE ----------------- FL# 11651. GABLE ROOF RIDGE \� ZONE 1 , 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. (1) #9-15 x 1-1/2" HWH w/Sealing Washer 1211----1211�' At Panel Lap—/ �a a -Florida Building Code Online, Page 1 of 2 -] FLeftlC4_MPNIIM[M 4F] t � ,i nl Business ti&;Professional Regulation ry� �>!� °x � ei�; �n i� �_ �',� ' � 4,. �Yr � s '`�' oeFa aavc .�acunoarn oaraoivuroxs' coxumoeva db® Producti-"- USER: PublIc User FL # FL5259-R28 Application Type Revision SCANNED Code Version 2017 BV Application Status Approved SL Lucie County 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 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) POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954)233-1330 Ext 242 malpert@polyglass.com Maury -Alpert malpert@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Apel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Underiayments RECEIVED DEC B 6 2018 ST. Lucie County, Permitting Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 09/13/2021 John W. Knezevich, PE 9 Validation Checklist - Hardcopy Received FL5259 R28 COI 2018 01 COI NIEMINEN.odf Y ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 UL1897 2012 httD://www.floridabuilding.orLY/Dr/nr ann dtl.asnx?oaram=wGEVXOwtDovbSoAaZn3Cr--- 12/19/2.01 R Florida Building Code Onlin Page 2 of 2 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 Method 1 Option D 01/24/2018 01/29/2018 01/30/2018 04/10/2018 FL # Model, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Undedayments Limits of Use Installation Instructions Approved for use In HVHZ: No FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- 2R Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular FL5259 R28 AE 2018 OL FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R 8. df underlayment system (over concrete deck) for use under foam -on the systems (where Created by Independent Third Party: Yes the undedayment forms part of the load - path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Nevt contact llf :: 2601 Blair Stone Road, T4llabassee R 32399 More: 650-487-1824 The State of Florida Is an WCW employer. Coovdpht 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refpnd Statement Under nodda law, email addresses are public: records. If you do not want your e-mail address released N response N a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone of by tadnional man. if you have any questions, pumas contact 850.487.1395. *pursuant to section 455.225 (1), nodda statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Demrtment Who an email address If they have me. The emai4r provided may be used for official communication with the Immee. However emal addresses are public record. it you do not wish to supply a personal address, please provide the Department with an email address which can be made available t9 the public To determine If you are a licensee under chapter 455, F.S., please click ho ct. Product Approval A®Pb: 1M0 law zzl� m6=94110171r, SCCl17111'AI LTRICS' http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Cr... 12/ 19/2018