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Home My WebLink AboutEVALUATION REPORTrce Engineering &Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report METALFORMING, INC. SCANNED BY St. Lucie County 1" Snap Lock, 24 Ga. Roof Panel over Plywood Florida Product Approval # 8629.4 Florida Building Code 2017 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product Manufacturer: Metalforming, Inc. 100 International Drive Peachtree City, Georgia 30269 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Brian Jaks P.E. #70159 Contents: Evaluation Report Pages 1-4 C E .....I Wo ;� : No. 4499 / �_1�-- A • STATE OF15 : q ee �S , FL# 8629.4 August 1, 2018 Force Engineering & Testing Inc. 19530 Ramblmood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1518.90 1523.6.5.2.4. Product Description: 1" Snap Lock Standing Seam Roof Panel, 24 Ga. Steel, 17" Wide, Roof Panel restrained with steel slider clips into APA Plywood decking. Non-structural Application. Panel Material/Standards: Material: 24 Ga. Steel, ASTM A792 unpainted or painted with Valspar Fluropon or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Yield Strength: Min. 50.0 ksl Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3 Panel Dimension(s): Thickness: 0.024" Width: 17" max coverage Rib Height: 1" Panel Seam: Snap Lock Roof Panel Clips: Product Name: 1000SNS Type: Fixed, 18 Ga., 3 %" long Corrosion Resistance: Per Florida Building Code 2017 Section 1506.7 Roof Clip Fastener: (2) #12-11 Pancake Type A W minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2017, Section 1517.6. Substrate Description: 1) For HVHZ construction, use 19/32" or greater APA Rated plywood or wood plank. In reroofing applications where the deck is less than 19/32" thick (min. 15/32") the attachment of the decking In no case shall be less than 8D annual ring shank nails at 6" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2017. FL# 8629.4 2) For Non-HVHZ applications, use 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. Substrate must be designed In accordance w/ Florida Building Code 2017. V%%111111111 to C E Al �� '.'• No. 4499 �j �•^• STATE OF :a:• r F , %' .l'LORI1)A. �.� August 1, 2018 Allowable Design Uplift Pressures: Code Compliance: Evaluation Report Scope: Performance Standards: Force Engineering & Testing Inc. 19530 Ramblewood Drive HumblgTX 77338 Table "A" Maximum Total Uplift Design Pressure: 67.3 psf 131.0 psf Clip Spacing: 24" O.C. 6" O.C. # Fasteners per Clip: 2 2 'Design Pressure Includes a Safety Factor= 2.0. The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1504.3.2, 1518.9, 1523.6.5.2.4. The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. The product described herein has demonstrated compliance with: TAS 125-03 • UL58O-06- Test for Uplift Resistance ofRoof Assemblies UL 1897-2012 - 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. 72-021OT-07, Dated 07/12/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T233-07, Dated 07/14/2007 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012 B) ASTM B 117 by PRI Asphalt Technologies dated 10/31/2012 4. 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 1897-2012 test standard. %%'.i,,ACsE r rI ��110 % No. 40 STATE OF ;m 1,`` FL# 8629.4 August 1, 2018 L I Force Engineering & Testing Inc. LJ 19530 Rambke ood Drive Humb1e,TX77338 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Product Code and Rule 61G2O-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2017, Including Sections 1515.2.2 and in accordance with Manufacturers recommendations. 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: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 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 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. FL# 8629.4 �% %5`,N CtE'� r/��i �� E . • h p �i C E N No. 449 A •a' STATE OF ; q 0 . FL O RI11111114 NAL August 1, 2018