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HomeMy WebLinkAboutPRODUCT APPROVALSCAM -P .. � GulfCoast SUPPLY & MANUFACTURING Product Evaluation Report RECEIVED GULF COAST SUPPLY & MANUFACTURING, LLC JUL 19 e"013 26 Ga. 5V Crimp Roof Panel over 15132" Plywood ST. Lucie County, Pernim.ing i MESS P4NS AND ALL PROPOSED WORK Florida Product Approval #11651.13 R3 Am SUDJ T TO ANY CORRECTIONS Florida Building Code 2017 REQUIRED i�Y FIELD INSPECTORS TWAT Per Rule 61 G20-3 COT. LUC'E !'!aTTICT•; BUI? Dr;� !ON Method: 1 -D REVIEWED FOR C©AIP �l�T I',,�AY BE N CESSARY IN ORDER TO az;;vI�tviv � COMPLY l TH A tMl!" POD, i` DATE Category: Roofing PLAINS AND PERMIT NWST BE KEPT OSi JOD Subcategory: Metal Roofing cry PTO MPECTION IV _ L U 11IA E. Compliance Method: 61 G20-3.005(1)(d) .ARE THE RESPONSIBILITY OF THE NON HVHZ TRACTOR OF RECORD Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ��% PN1EL S, k/11 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 11651.13 R3 • OCTOBER 5, 2017 � •��c�Ns� titi,, * ' No. 7551.9 - ;� -• STATE OF : Q 1. All s A IGN. O VA L ,VN `1D/o5/202 7t F r R� M� •.laY IY. IJ �h. ♦i,. NX kRIDA , Gulfcod t SUPPLY & MANUFACTURING 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 ,5/32" 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 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: 3/8" {Major Rib Panel Fastener: Substrate Description: Design Uplift Pressures: 11651.13 R3 • OCTOBER 5, 2017 #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 Minimum 75/3z" 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. Table "A" Maximum Total Uplift Design_ Pressure 94.25 psf; 131.0 psf Fastener Pattern 12"-12" 9.5"-2"-9.5" Fastener Pattern Spacing 16" O.C. ` 16".O.C. Design Pressure includes a Safety Factor = 2.0. L FLORIDA P.. , APPROVAL G6iCoakt '11SUPPLY & MANUFACTURING 5V 26 • 5VCRIMP ROOF PANEL OVER • • TM 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. 117-0053T05 & 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. 11651.13 R3 • OCTOBER 5, 2017 G 6 li'CWoa �'t SUPPLY & MANUFACTURING 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. 11651.13 R3 • OCTOBER 5, 2017 Gu"If C&& SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 26 Ga..5VCrimp Roof Panel over 15/32" Plywood Buildi'ngs having a Roof Mean Height 5 20'-0"; Roof Slope: 2"A2" - 12"/12". Gable or Hip Roof; Wind Speeds 1.20- 180rriph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WII D FASTENER .SUBSTRATE SP D (MIN. 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.S" Plywood 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1, 16" TYPE 1 16" TYPE 1 ZOI IE 2 , #9-15x4.5" Plywood 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16"-TYPE 1 16" TYPE 1 ZONE 3 #9-15x1.5" Plywood 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 2 16" TYPE 2 1.).P�iNEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. 'A" PENETRATION. 3.) 'AXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF® 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0 PSF 116" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) P, Y OOD DECKING: MIN. 's/a2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) R , OF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LI AD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODI 2017. ZONE 2 HIP ROOF ,a Note: Dimension (a) is defined as 10% of the minimum width of the building or ZONE 3- 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be a � - - �• less than either 4% of the minimum width of the building or 3 feet. --RIDGE -----------—ZONE1 /—--\i— —�\ �—\�- \ iI ZONE 2 GABLE ROOF --�—---=-------------1 - 5a. I 1 I I RIDGE +----------------------4 a I ZONE i I —ZONE 3 `- EAVE 11651.13 R3 at OCTOBER 5, 2017 TYPE 1 FASTENER PATTERN �=l 115 x 1-1/2" HWH w/Sealing Washer 2" 12" f At Panel Lap TYPE 2 FASTENER PATTERN (1) #9-15 x 1-1/2" HWH w/Sealing Washer