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HomeMy WebLinkAboutPRODUCT APPROVALA ^�2'�Oq Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. 5 V Crimp Roof Panel over 15132" 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 Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place,',Suite G30 %W111111,,,,, Newberry, FL 32669 ��% N1EL S.• pP. ..vy ` �, • No. 75519 STATE OF : 0. ASS•., .G�.• ;0NA L EN`10/05/2017 Engineer Evaluator: Ilan 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 CQNPEALEIJ PA � ATTACHMENTS CON7 RAC7 R B 13IILV OF F E MT I = ran DV w 40 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 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 2017 Section 1507.4.3. Paint Finish Optional Yield Strenoth: 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: 3/8" 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 75/32" 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. Design Uplift Pressures: FL# 11651.13 R3 0 OCTOBER 5, 2017 Table "A" M, ;fl[ n(i C�Total Upl ft Design Pressure 94 25 psf 131 0 ps# Fastener Pattern 12"-12" 9.5"-2"-9.5" e cmg 1=a�tiner Pattern Sp ©.C. 16 a:C. Design Pressure includes a Safety Factor = 2.0. w Code Compliance: The ;:ic, -t described herein has demonstrated compliance with the Florida i";.,,Iding Code 2017, Sections 1504.3.2. Evaluation Report Scope: The uroduct 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 & 117-0331T-08 2. 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. 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 _iAr :\�® Design Procedure: Ior roofs within the parameters listed on the load table, fastening pattern must :A a minimum meet those listed for the applicable wind zone. For all roofs outside fhe 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 :,urricane Zone. Refer to current NOA or HVHZ evaluation report for use of this uroduct in High Velocity Hurricane Zone. ENGINEER LOAD TABLE: 26Ga. 5`'':mp Roof Panel over 15/]2'Plywood Ilk SPEED (MIN. 1/4" Penetration) (MIN. 15/32", )N CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING Mo- SNIP, Ef 1.)PANEL DESCRIPTION: 5VCRIMP, M'% GA,GRADE 0l24^[OVEKAGE. 2JPANEL FASTENER: #9'l5X1.5^H\&^. ISEALING WASHER wxMIN. 1/4^PENETRATON. 3.)MAXIMUM ALLOWABLE PANEL U'.' 'PRESSURE- '942sFSp0lh^Ol.FASTENER SPACING TYPE l FASTENER PATTERN, '131.O PSF@1h^ OI.FASTENER SPACING TY''� 6TEN[KPATTERN BASED ONTAS 125' UL580UL 1897TEST|NG. 4.)P[YVVQOD DECKING: M|N '*u^T|'.- YwO0DMUST BEDESIGNED |NACCORDANCE WITH FLORIDA BUILDING CODE Z017. 5.)ROOF SLOPE: ONROOF SLOPES LE' ;T \N3:lZ.LAP SEALANT MUST BEUSED |NPANEL SIDE LAPS. 6.)LQAD TABLE BASED ONWIND PRE" SCALCULATED PER AS[E7'l0(KD~0.85)MULTIPLIED DYO.hPER FLORIDA BUILDING CODE 2U17. "a' Note: Dimension (a)udefined as1o%v,the minimum width mthe building n, 4omofthe mean height ofthe roof, whichever issmaller, however, (a)cannot oe —�o less than either 4%mthe minimum width ofthe building n,ufeet. DGE ' TYPE 1FASTENER P/7rERN (1) #9-15X 1 1/2" H\&HVV/Sea|iOgWasher ` l At Panel Lap EAVE ZONE 2 GABLE ROOF —a ---��-�ja TYPE 2FASTENER PATTERN \ /1\#9-15 x1-1/2"HVVHvv/Sea|ingWasher _� �_��o -p" ZONE 1 — `-ZONE 3 -^z%Vu