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Home My WebLink AboutEvaluation Report Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,TS 77338 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15/32"Plywood Florida Product Approval ## 11651.13 R1 Florida Building Code 2010 Per Rule 9N-3 Method:1—D Category:Roofing Subcategory:Metal Roofing Compliance Method:9N-3.005(1)(d) NON HVHZ Product Manufacturer: GULF COAST SUPPLY&MANUFACTURING, LLC. 4020 S.W.449th Street Horseshoe Beach,Florida 32648 Engineer Evaluator: Terrence E.Wolfe, P.E.#44923 Florida Evaluation ANE ID:1920 Validator: Locke Bowden,P.E.,FL#49704 9450 Alysbury Place Montgomery,AL 36117 Contents: Evaluation Report Pages 1—4 ,,l�1114111�I1�f! 0 x GE NSF <�f* Na.4fi9� STATE OF ;a AaT. FLOp,-1 ID w� 2W ofykAb Y2s71s o�f,s�ANAL• fix\ FL#11651.13 R1 February r+��1�, 2012 Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,T%77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010,Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" coverage, through fastened roof panel with fasteners in the panel flat over Min. 15/32" Plywood decking. Non- Structural Application. Panel Material/Standards: Material: Min.26 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional Yield Strength: Min.80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2010 Section 1507.4.3. Panel Dimension(s): Thickness: 0.018"min. Width: 24"Coverage Rib Height: 3/8"major rib Panel Rollformer: Metal Rollforming Systems Panel Fastener: #9-15 x 1-1/2" Woodgrip with sealing washing in the flat of the panel or approved equal,V minimum penetration through plywood. Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4 Substrate Description: Min.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 2010. Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 94.25 psf 131.0 psf Fastener Pattern: 12"-12" 9.5--2--9.5- Fastener Pattern: 16"O.C. 16"O.C. *Design Pressure includes a Safety Factor=2.0. �`� •G E' ' •h'Q f'r C STATE OF 40 1Z ORI 4 MassrAas O'N A L.�`z`� *� FL#11651.13 R1 February , L012 r�� Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,T%77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010,Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" coverage, through fastened roof panel with fasteners in the panel flat over Min. 15/32" Plywood decking. Non- Structural Application. Panel Material/Standards: Material: Min.26 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint finish optional Yield Strength: Min.80.0 ksi Corrosion Resistance:Panel Material shall comply with Florida Building Code 2010,Section 1507.4.3. Panel Dimension(s): Thickness: 0.018"min. Width: 24"Coverage Rib Height: 3/8"major rib Panel Rollformer: Metal Rollforming Systems Panel Fastener: #9-15 x 1-1/2" Woodgrip with sealing washing in the flat of the panel or approved equal,%"minimum penetration through plywood. Corrosion Resistance:Per Florida Building Code 2010,Section 1506.6,1507.4.4 Substrate Description: Min.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 2010. Design Uplift Pressures: Table"A". Maximum Total Uplift Design Pressure: 94.25 psf 131.0 psf Fastener Pattern: 12"-12" 9.5"-2--9.5- Fastener Pattern: 16"O.C. 16"O.C. *Design Pressure includes a Safety Factor=2.0. �,1��{f1111f,1tf�t �•C E, E.• I 41 <�,f'i No.40 'a STATE OF :a { �� FL#11651.13 R1 Februaryn',' Force Engineering&Testing Inc. 19530 Ramblewood Drive Humble,T%77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010,Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010,as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06-Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04-Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.117-0053T-05&117-0331T-08 2. Certificate of Independence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) Test Standard Equivalency: 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. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-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 2010,including Section 1507.4.2 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. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. CG E.Z. h1O.449� �°• STATE OF :a FI,#11651.13 R1 February 22, 2012 Force Engineering&'Testing Inc. 19530 Ramblewood Drive Humble,T%77338 Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. ,; f.'• IVB.473 a• 5TATE OF * 0�, 'r~ 0 R.,ID , 4.t � FL#11651.13 R1 February 22, 2012