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Home My WebLink AboutProduct Approval C&ift � . , . . . , ® . . . . � . Gulf SUPPLY k MANUFACTURING 26 GA. 5VCRIMP ROOF PANEL OVER • • TM ST. Lucie County, Permitting Product Evaluation Report GOLF COAST SUPPLY& MANUFACTURING, LLC. 26-Ga. Si/Crimp Roof Panel over. 75132"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: 61 G20-3.005(1)(d) NON HVHZ Foft Product Manufacturer: Gulf Coast Supply,& Manufacturing,oxv 60�vx 14429 SW 2nd Place, Suite G30 g 0 Newberry, FL 32669 GOID p1E , S.,�- �.,♦ S F •. Engineer'Evaluator: No. m19 Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 : SrA • rE of �• Validator: �'��`cS'••��p P;' �� Locke Bowden, P.E.449704 �'�.;ONAL 04 �o/os/2o� 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R3 OCTOBER 5,2017 FILE COPY � t t • • • ��r®� , . , . . . , , . . . . , . Cda�t Gulf SUPPLY & MANUFACTURING 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD TNI Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, 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 minimum 15h2" plywood decking. Non Structural application. Panel Material/Standards: 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. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: %" Major Rib Panel Fastener: #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 Substrate Description: Minimum 132" 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. Design Uplift Pressures: Table"A" Fastener-Pattern 12"-12" 9.5"-2"=9:5-" rn Pressure includes a Safety Factor=2.0. FL#11651.13 R3■OCTOBER 5,2017 •G '• s • MEOW Cdaft Guff WLSUPPLY & MANUFACTURING 5V 116�1 �k 0 9 (01 iN N 26 GA. 5VCRIMP ROOF PANEL OVER PLYWOOD 11651.13 w I IVI Code Compliance: The product described'herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. 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: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-12-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 &117-0331 T-08 2. Certificate of Independence By Dan Kuhn, RE: (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. 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. 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 less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply 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. FL#11651.13 R3•OCTOBER 5,2017 ENGINEERING,�-171--1200-C-LTNT • B• : • NMI . , . . . , , . . . . , . Gulf C5� st SUPPLY & MANUFACTURING 5 V 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD TM 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.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. FL#11651.13 R3.00TOBER 5,2017 . . s , EV ALUATION , • ID • • i D . : Gulf CC)a�t SUPPLY & MANUFACTURING 411 CR 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD r TM ENGINEER.LOAD TABLE:26 Ga.SVCrimp Roof Panel.over 15/32"Plywood 120 130 140 ISO 160 1707EN WIIND FASTENER SUBSTRATE SPEED (MIN.1/4° (MIN.15!32") ON CENTER ON CENTER ONCENTER ONCENTER ONCENTER ONCENTERPenetration) SPACING SPACING SPACING SPACING SPACING SPACING ZONE 2 #945X1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 1.)PANEL DESCRIPTION:5V CRIMP, MIN.26 GA.,GRADE 80,24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN.1/4" 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 DECCIONG:-MIN.IsIn"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WIT-+4 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. ZONE 2 HIP ROOFYONE3 �� 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. r—AtDGE TYPE-1 FASTENER PATTERN --------- `.\ (1) #9-15 x 1-1/2" HWH w/Sealing Washer 2GNE 1 12" 12"-- -----------------_� k--EAVE At Panel Lap ZONE 2 GABLE ROOF — ------------------- TYPE 2.FASTENER.PATTERN. A__ r'-EDGE ------ (1) #9-15 x 1-1/2" HWH w/Sealing Washer +----------------------� e 211-l--9.511 9.5"------f2"1 I ZONE1 I i ZONES PAVE FL#11651.13 R3•OCTOBER 5,2017