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Home My WebLink AboutPRODUCT APPROVAL METAL ROOF, �f9 W ^�� b✓t�.4't �,�'�� fi.�i � � .l Y� n.` ^T;Ct ti+ ��,c �•�i Y � b f+ ,1. � � ■' ; 3/5/2018 Florida Building Code Online �' i 1�.,�r� * ..�s�,q�„da,� :-asoufuegs(; naFxulvisfoxs eokractna�ai BM Home Log In Use, Registration Hot Topics I Subm Publications FBC StEff BaS Site Map Unks Search • d..b K' .%rUSER: Pub ic User ProductProduct Approval Menu > or T• r G x Application T•Revision Code Version1 Applicationrr r -• Comments Archived Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352)498-0778 info@gulfcoastsupply.com I Authorized Signature Ray Bowen info@gulfcoastsupply.com Technical Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 info@gulfcoastsupply.com Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 david.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 the Daniel S. Kuhn Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden d Validation Checklist - Hardcopy Received Certificate of Independence 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 httpsJ/floridabuilding.org/pr/pr app dU.aspx?param=wGiVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf90EegvkzBZ4cWkSTfwnA%3d%3d 1/5 w Product Evaluation Report GULF COASTSUPPLY & MANUFACTURING, LLC. 25 Ga. 5t/ Cripip 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: 61 G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 1�4429 SW 2nd Place, Suite G30 Newberry, FL 32669 ,,W"""''r1, 1EL S 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 • OCTOBER 5, 2017 ccdo * ; No. 75519 1 r r 3 '. STATE r 0OF ; 4 , -1 Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.12 R3 • OCTOBER 5, 2017 The prpduct 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 Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum15/32" 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: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 24" Coverage Rib .Height: 3/8" Major Rib #9-15x1.5" 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 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" Maximum To•,taI Uplift D.e-siara P'.r�essur�e 108.5 psf 156. psf Fastener Pattern Panel Rib Panel Rib Fastener Pattern Spacing 12" 0. 6" O.C. Design Pressure includes a Safety Factor = 2.0. _4b /`"�"` 1 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 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 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. FL# 11651.12 R3 • OCTOBER 5, 2017 'Mm .401 �00'7!W-X- � . 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. FL# 11651.12 R3 • OCTOBER 5, 2017 ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood Buildings having a Roof Mean' Heighf� 20`_(}" Roof Slope: 2"/12" 12"/1'2"'Gable-or Hip Roof, i 'Wind Speeds 120-: 1°80mph; Exposure,C; Risk Category II,.Enclosed 'Building, based on Florida 13.ulldlngRCode 2017. 120 130 140 150 160 170 180 WIND FASTENER SUBSTRATE SPEED (MIN. 1/4" Penetration) (MIN. 15/32-) ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER 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 ZONE 2 #9-1Sx1.5" Plywood - 12" TYPE 1 12" TYPE 1 12-TYPE-1 12 4'TYPE.1 12" TYPE 1 12`TYP.E 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 .1.)PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA:,;GRADE 50,`24"COVERAGE,',ye TALC.. 2.)PANEL FASTENER:..#9-1.5X1.5",HWHWITH SEALING WASHER W/MIN..YV' PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: °108.5 PSFC 12.°-b,C. FASTENER SPACING. TYPE 1 FASTENER PATTERN„1,56.5. PSF @ 6"-O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED"C7N TAS 125, U(58 .- U7 1,897 TESTING. 4.)'PLYWOOD'DECKING: MIN.° 15�" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WTH FLORIDA BUILDING CODE'2017. 5'.) ROOF SL(jPE:,ON ROOF SLOPES`LESS THAN 112, LAPS 'EALANT,MUST BE USED IN PANEL- SIDE LAPS.,- 6.) LOAD TABLE B GSEQ;ON ilV1NQ. PRESSURES CAL,CUI Al ED'PER ASC,E 7-16 (KD = 0.85) MIJiTIFLIlIi 13Y" ,6 PER ,FLORIDA BliILDING CODE 2017. uio nnnc cvnc c ZONE 3 ---------------- n / ,I \ RIDGE ZONE ------------------' Note: Dimension (a) is defined as 10% of the minimum width of the building or ---ja 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. ZONE Z GABLE ROOF ---- -- ---- I - .1_ I a ' I RIDGE +--------------------- + - -1a ZONE 1 I I "-ZONE 3 `-EASE FL# 11651.12 R3. OCTOBER 5, 2017 (1) #9-15 x 1-1 /211 HWH w/Sealing Washer -1211 1211' At Panel Lap —/