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HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFINGFlorida Building Code Online File MOY 5 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map I Links Search I FI rida Product Approval aba 00-1 r d��cc"1d USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11651-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 IJ Validation Checklist - Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.pdf FL11651 R2 COI Letter of Name chanae.pdf Referenced Standard and Year (of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f Tr... 6/29/2017 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. SV Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.12 R2 Florida Building Code 2014 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. 14429 SW 2nd Place, Suite G30 Newber FL 32669 W1111"'''' ry, N1EL 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 R2 • JUNE 15, 2015 .%'pP. • •'• kvy,, �\CENs 7k • No. 7551.9 ,-a: - STATF OF : Q ID �' .-,"ONA L EN o.6j3o �L15 _t w �I` wWX--.® Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, 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 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib Panel Fastener: #9-15x1.5" with sealing washing through panel rib. ''/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, 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 2014. Design Uplift Pressures: FL# 11651.12 R2 • JUNE 15, 2015 Table "A" MaximumTotalUpliftD�esign Pre sure `1085 sf :.,I? �,.�.�u 1565psf' Fastener Pattern Panel Rib Panel Rib Fast enerPatternSpacing�.12r0 A e r 1 S. rY ,F.. C ry -: F.,n+Fs_. 2 ...d'.. uZ f. 6OtC ,t{; fi�''d......n 5k' 40 Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 2014, 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 1897-04 - 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 1897-04 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 R2 9 JUNE 15, 2015 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, 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 2014 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 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. FL# 11651.12 R2 •1UNE 15, 201.5 ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood B,ulldings having'a Roof Mean,Height s 20'-0"; Roof Slope- 2"112,'-12112" Gable or Hip Roof;'"Wind; Speeds 120- 780mph,,;Exposure, C, Risk'Catego'ry Il, Enclosed Building,=based on Florida Building'Code'2014'. 120 130 140 150 160 170 180 WIIND 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 49ASX1:5" • .Plywood ; 12"TYPE 1 : 12' TYPE 1; 12" TYPE 1 12" TYPE -A . 12".TYPEA 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, 3/8" TALL. 2.) PANEL FASTENER: #9-15X1.5" iHWH WITH SEALING WASHER,W/ MIN'. A". PENETRATION, 3.) MAXIMUM' ALLOWABLE PANEL UPLIFT PRESSURE: 108 5 PSF@ 12 " O:C. FASTENER SPACING TYPE 1 FASTENER,, PATTERN, 1,56.5 . PSF @ 6", O C:,FASTENER SPACING:TYPE 2 FASTENER PATTERN, BASED ON TAS 125'°„UL 580/UL 1897 TESTING; .44PLYWOOD DECKING: MIN.35/ar" THICK '•PLYWOOD. MUST BE DESIGNED'IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)'ROOF;SLOPE: ON ROOF SLOPES LESS THAN3:12, LAP SEALANTMUST 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 2014. curvtc '- ZONE3I \� 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 2 -- - - GABLE ROOF-- 1#1 I -J-------� a I � I RIDGE ---------------------� _ +--------------------- +a ZONE 1 I I +----------------------4 "-ZONE 3 -EAVE FL# 11651.12 R2 • JUNE 15, 2015 (1) #9-15 x 1-1 /2" HWH w/Sealing Washer -12"it 1211 At Panel Lap —/