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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF3/12/2018 d lorida : �.�•.ttarm�`m BQS Home I Log In I User Registration i Product Approval 0 USER: Public User Product Approval Menu > FL # Application Type Code Version Application Status Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Flodda ..> Online y 5urcharge - �I;,,� `-;iQHPR NDYE',ABdiSi`D9PI+•< 08RR bIX1910NSz „[:Q.1tTACT 11$pt� Q at Publications FBC Staff BCIS Site Map unks search St > Application List > Application Detail I Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By I Certificate of Independence I I Referenced Standard and Year (of Standard) i FL11651-R3 Revision 2017 Approved Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-0778 lnfo@gulfcoastsupply.com Ray Bowen info@gulfcoastsupply.com David Eng 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352) 498-0778 info@gulfcoastsupply.com David Eng 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 david.eng@gulfcoastsupply.com Roofing Metal Roofing >j>o3,om%7 FILE COP'. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Daniel S. Kuhn PE-75519 Keystone Certifications, Inc. 04/12/2024 Locke Bowden Validation Checklist - Hardcopy Received FL11651 R3_C0I_Cert of Indgpendence_2017-10-09.pdf Standard 2012 Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 hfps://floridabuilding.org/pr/pr app_ U.aspx?param=wGEV QwtDgsQFc5Kp/a2frrZeCSHgw99R5wgrf9OEegvkzBZ4cWkSTfwnA%3d°/p3d 1/5 •3/1212018 Florida Building Code Online UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code I I 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 FL # Model, Number or Name 11651.1 0.032" Aluminum 5V Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A 'Design Pressure: +N/A1-108.5PSF Other: -108.5 psf @ 12" o.c. Install) per manufacturers details. Not for use in HVHZ Zones. 11651.2 10.032" Aluminum Gulf Lok Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A • Design Pressure: +N/A/-116.OPSF Other: -52.5 psf @ 5 3/16" o.c: fastener spacing. -116.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. 11651.3 11" 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/--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. I 11651.4 1 1" 24ga. Limits of Use Approved for use in HVHZ: Yes j 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. 0 4) Page 1 /, 2 0 0 Description Min 0.03275 V Crimp Aluminum Roof Panel over 15/32" Plywood Installation Instructions FL11651_R3_l_I_FL11651 -1_R3_Metal _Roof_Panel_Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651_113_AE_FL11651_i_R3_0325vCrimp 15- 32Ply5ood_Non HVHZ-sig n ed. pdf Created by Independent Third Party: Yes Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651_R3_II FL11651 2_R3_Metal _Roof Panel _Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes . Evaluation Reports . FL11651_R3_AE FL11651 2_R3_032GulfLok 16 15- 32Plywood_NonHVHZ-signed.pdf Created by Independent Third Party: Yes 1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood Installation Instructions FL11651_113_II FL11651 3_R3_Metal _Roof Panei_Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651_R3_AE_FL11651 3_R3_1_24GuIf5nap 17 15- 32Plywood_HVHZ-signed. pdf Created by Independent Third Party: Yes 1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651_R3_II FL11651 4_R3_Metal _Roof Panel_Detail- signed.pdf 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- 32Plywood_HVHZ-sig ned. pdf Created by Independent Third Party: Yes 11651.5 1" VersaLoc .032" Aluminum 1" VersaLoc min .032" Aluminum over 15/32" Plywood Limits of User Installation Instructions Approved for use In HVHZ: Yes FL11651_R3_II_FL11651 5_R3_Metal_Roof Panel_Detail- Approved for use outside HVHZ: Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 https://floridabuilding.org/pr/pr app_ U.aspx7param=wGEVXQwtDgsQFc5K°/"2frrZeCSHgw99R5wgrfgOEegvkzBZ4cWkSTfwM%3d%3d 2/5 3/12/2018 r , 1 Florida Building Code Online Design Pressure: +N/i i.OPSF I Created by Ind, lent Third Party: Yes Other: -63.3 psf @ 24" O-X clip spacing. -i01.0 psf b 6" O.C. Evaluation Reports clip spacing. Install per manufacturers details. For use in HVHZ FL11651_113_AE_FL11651_5_R3 lin_032VersaLoc Zones. SR 16 15-32Plywood_HVHZ-signed.pdf Created by Independent Third Party: Yes 11651.6 11.5" 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.OPSFI Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. -116.0 psf @ 6" o.cl. clip spacing. Install per manufacturers detals. For use in HVHZ Zones. 1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651_113_II_ L11651_6_R3_Metal _Roof Panel _Detail - signed pdf Verified By: Dan Kuhn, RE., 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3_AE FL11651 6_R3_1.5 24GuifSnap 16 15- 32Piywood_HVHZ-signed. pdf Created by Independent Third Party: Yes 11651.7 1.5" 24ga. iVersaLoc 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 - Approved for use outside HVHZ: Yes signed.pdf Impact Resistant: N/A I Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-123.SPSF 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 in FL11651_R3_AE_FL11651 7_R3_1_5_24VersaLoc_16 15- HVHZ Zones. 32Plywood_HVHZ-signed.pdf 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- signed.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.5PSF Other: -71.0 psf @ 24" o.c. clip spacing. o.c. clip spacing. Install per manufacturers -108.5 psf @ 12" details. Not for use Created by Independent Third Party: Yes Evaluation Reports FL11651 R3_AE_FL11651 8_R3_24VersaLoc_18 15- 32131ywood_NonHVHZ-signed.pdf in HVHZ Zones. Created by Independent Third Partyr Yes 11651.9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood Limits of Use I Installation Instructions Approved for use in HVHZ: No FL11651_R3_II FL11651 9 R3_Metal _Roof Panel_Detail-. Approved for use outside HVHZ: Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-96.7PSF1 Created by Independent Third Party: Yes Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf Evaluation Reports @ 5-1/8" o.c. fastener spacing.-121.75 psf @ 5-1/8" fastener FL11651_R3_AE_FL11651 9_R3_24GuIfLok 16 15- spacing. -161 psf @ 5-1/8" fastene,' spacing. Install per 3213lyAood_NonHVHZ-signed.pdf 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 - signed.pdf Approved for use outside HVHZ: Yes Impact Resistant, N/A i Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-93.5PSF Created by Independent Third Party: Yes Other: -93.5 psf @ 18" o.c. Install per manufacturers details. Evaluation Reports Not for use in HVHZ Zones. FL11651_R3_AE_FL11651_10_R3_24GulfSeam 16 1x4 15- 32Plywood_NonHVHZ-signed.pdf 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_113_Metal Roof Panel_Detail- signed.pdf 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 use FL11651_R3_AE_FL11651_11_R3_24GulfSeam 18_15- 32131ywood NonHVHZ-signed.pdf in HVHZ Zones. Created by Independent Third Party: Yes https:/lfloridabuilding.org/pr/pr app dd.aspx?param=wGEVkQwtDgsQFc5K%2rrrZeCSHgw99R6wgrfgOEegvkzBZ4cWkSTfwnA%3d%3d 3/5 -3/12/2018 Florida Building Code Online 11651.12 r `.ia. 5V Crimp I Min 26 Ga. 5V C Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156.5PSF 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 FL11651_R3_II_FL11651_12_R3_Metal Roof Panel _Detail - signed pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651_R3_AE_FL11651 12_R3_atj Crimo 15- 32Plywood_ VHZ-signed.pdf Created by Independent Third Party: Yes 11651.13 126 Ga. 5V Crimp I Min 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: +N/A/-131.PSF •; Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @ 16" o.c. fastener pattern. Install per imanufacturers details. Not for use in HVHZ Zones. 11651.14 126 Ga. 5V Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156.5PSF 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. I 11651.15 126 Ga. Gulf Lok Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161.OPSF Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf @ 5 3/16" spacing. -161.0 psf @ 5I3/16" o.c. fastener spacing. Install per manufacturers details. For use In HVHZ Zones. i 11651.16 26 Ga. Gulf Lok Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A i Design Pressure: +N/A/-63.5PSF Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf @ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener spacing. Install per manufacturers) details. Not for use in HVHZ Zones.. 11651.17 126 Ga. 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 pattem. Install per manufacturer details. Not for use in HVHZ Installation Instructions FL11651 93_II FL11651 3R3_ eta) &oof anel_Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3_AE_FL11651 13 R3 265yCrimo 15- 32Plywood_NonHVHZ-signed.pdf Created by Independent Third Party: Yes Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651_R3_I_I_FL11651 14 R_3_Metal _Roof Panel_Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651_R3_AE_FL11651 14_R3_265vCrimo 1x4 15- 32Piywood_NonHVHZ-signe .pdf 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.pdF Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651_R3_AE_FL11651 15_R3_26GulfLok 16 15- 32Plywood_HVHZ-signed. pdf 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_16_R3_Metal—Roof Panel_Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651_R3_AE_FL11651 16_R3_26Gulf-ok 16 15- 32Piywood_NonHVHZ-signed.pdf Created by Independent Third Party: Yes Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Installation Instructions FL11651_R3_II FL11651_17 R3_Metal Roof Panel _Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3_AE_FL11651_17 R3_26GuIfPBR 15- 32131ywood_N onHVHZ-signedpdf Created by Independent Third Party: Yes 11651.18 126 Ga. GuIfPBR I Min 26 GaPlywood BR Roof Panel over ix4 Wood Purlins over Limits of Use IInstallation Instructions Approved for use in HVHZ: Yes FL11651_R3_II FL11651_18 R3_Metal _Roof Panel Detail - Approved for use outside HVHZ: Yes signed.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-151.7PSF Created by Independent Third Party: Yes Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf @ Evaluation Reports 12" fastener spacing. Install per manufacturer's details. For FL11651_R3_AE_FL11651_18_R3_26GuifPBR ix4 15- use in HVHZ Zones i https://floddabuilding.org/prlpr app dtl.aspx7param=wGEVXQwtDgsQFc5K%2FrrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 4/5 i 3/12/2018 i Florida Building Code Online 32Pivwood_HVW ned.pdf Created by IndEp.naBnt Third Party: Yes 11651.19 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 15/32" Plywood Limits of Use Installation Instructions 'Approved for use in HVHZ: Yes FL11651_R3 II FL11651 19_R3_Metal _Roof Panel —Detail - signed.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: +N%A/-154.7PSFI Verified By: Dan Kuhn, P.E. 75519 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 manufacturer's details. For use in HVHZ Zones. FL11651_R3_M_FL11651_19_R3_26GulfPBR_15- 32Plywood_HVHZ-signed.pdf Created by Independent Third Party: Yes i 11651.20 26 Ga. GulfPBR Min 26 Ga. GulfPBR 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_II_FL11651_20 R3 Metal Roof Panei_Detail- signed.pdf 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 @ 12" fastener spacing. Install per manufacturer's details. Not for Evaluation Reports FL11651_113 AE_FL11651 20_R3_26GulfPBR 1x4 15- 32Piywood_NonHVHZ-signed.pdf use in HVHZ Zones j Created by Independent Third Party: Yes Go to Page 8acl< - Next Ali 0 Page 1 / 2 * 0 i Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement i Under Florida 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *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 emails provided may be used for offfdal 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 ere . Product Approval Accepts: i Credit Card We i i i i https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2frZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 5/5 Gulf C699t SUPPLY & MANUFACTURING 'Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. 5V 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: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast! Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 %ttgEL S, ., . L�CENSF;yy Engineer Evaluator: _ * No, 7s519 ban Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: :e Bowden, P.E. #49704 9450 Alysbury Place ontaomerv. AL 36117 i Contents: Evaluation Report. Pages 1 - 5 i FL# 11651.13 R3 •OCTOBER 5, 2017 'p = STATE oF:- J. ,•� IFS;. 4ORIOQ• •.��.� %r,0NAL ENG�``�• ,'' I I I I I I I I I, ` �/10/05/20:L7 Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.13 R3 9 OCTOBER 5, 2017 R7DA*P4RO`DUCT AP-PROVAL ja The product as described in this report has demonstrated compliance with the FloridE Building Code 2017, Sections 1504.3.2. 5V CriMp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15/`32" plywood decking. Non Structural application. 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. Thickness: 0.018" Minimum Width: 24" Coverage Rib Heght: 3/1 " Major Rib #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 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. Table "A" Fastener Pattern 12"-12"I 9.5"-2"-9.5" Design) Pressure includes a Safety Factor = 2.0. lam A, Gulfca �t SUPPLY & MANUFACTURING Code Compliance: The product described herein has demonstrated compliance with the FloridaBuilding Code 2017, Sections 1504.3.2. Evaluation Report Scope: The pro)duct 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. I UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) I Report No. 117-0053T 05 & 117-0331 T 08 2. Certificate of Independence I By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. I 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 i standard. Quality Assurance Entity: The man, ufacturer 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 lellss than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall co ply 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. I I For roofs within the parameters listed on the load table, fastening pattern must at a i inimum 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. TM Design Procedure: FL# 11651.13 R3 + OCTOBER Ix GuIfCoaKt 1, SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood d n� " F►a�i g�a 1il ,g R9M � p . 12 o �2 r oo L"in�. 80mph;w posurC Eik 6te oly1ose+rBull, ase o1 bl a„Buell mCodcZy017 ➢!^, - s �120 +,.-•.gaC'i t' L%•Na+M ,...A.. S .#.+n. .r...` -swvs �+�4+t . -... 130 140 150 160. 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1- (MIN.15/32") Penetration) j ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING � 0�11I C 1 ��Sx145" p g, 1'IytNOods 16"= P�.1 VAIN ON flip T1 I+E 1 f 16" E 6" PE 1 .6 TfifP r � PE 1 16` TYPE : ZONE 2 #945x1.5" Plywood 16" I PE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16".TYPE 1 16" TYPE 1 ..1m E 6Tiyp�7 16�'TYPE1 16"iY 76 PEr2 6" E zk, Z 4�NE3' 9-1�5 1�'1y(yw > 1�6.TYP y� y Cs3rn'.,'.iz _ Yf�.`Y�3.'. 1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GAS., GRADE 80, 24"COVERAGE. 2.) PANEL FASTENER: #9-15X1..5" HWH WITH SEALING WASHER W/ MIN. A" 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. 75h2" 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. uku onnc ZONE2 N ZONE3 RIDGEi��E1--------\, CAIIE 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. IE 2 GABLE ROOF a TYPE 1 FASTENER PATTERN (1) #9-15 x 1-112' HWH w/Sealing Washer -1211 1211 At Panel Lap TYPE 2 FASTENER PATTERN I RIDGE I (1) #9-15 x 1-1/2" HWH w/Sealing Washer I ----- -- ------------I a a II II 11 11 II J ZONE 1 I "'--ZONE3 HEAVE FL# 11651.13 R3 0 OCTOBER 5, 2017