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Home My WebLink AboutPRODUCT ARROVAL - METAL ROOFING\\"��IAMW%, Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. GulfRibTM Roof Panel over 15132" Plywood Florida Product Approval #11651.22 R3?"�I � Florida Building Code 2051.17 THESE PLANS AND ALL PROPOSED WORK LUCIE COUNTY BUILDING D ON ARE SUBJECT TO ANY CORRECTIONS Per Rule 61 G20-3 REVIEWED FOR COMPLIANC ' REQUIRED BY FIELD INSPECTORS THAT Method: 1 —D REVIE MAY BE NECESSARY IN ORDER TO DATE COMPLY WITH ALL APPLICABLE CODES. PLANS AND PEf T MUST BE KEP O/q JOB Category: Roofing SITE OR NO INSPECTION(S) WIV MADE Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ SCANNED Product Manufacturer: Gulf Coast Supply & Manufacturing, 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 PY Engineer Evaluator: LE� �� 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 LLC. BY St Lucia comy N1EL S. k �, • �,� C E Nscc ..t, * , No. 75519 r_ STATE OF (',Compliance Statement: Product Description: Panel Material/Standards: i Panel Dimension(s): Panel Fastener: i Substrate Description: Design Uplift Pressures: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. GulfRibTM' 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. 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: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. #9-15x1.5" HWH with sealing washing or approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Minimum 15A2." 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" Fastener Pattern 19"-9"-9"-91, 12.5"6.5"-2.5-�'"-�.5" 6.5"-2.5"-6I Design Pressure includes a Safety Factor = 2.0. 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. 117-0062T 07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) Q Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Pest 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 i 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. i installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. i Roof Panel Fire Classification: Shear Diaphragm: Design Procedure: Fire classification is not part of this acceptance. Shear Diaphragm values are outside the scope of this report. 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. ENGINEER LOAD TABLE: 26 Ga. Gulf RibTlM Panel over 15/32" Plywood Buildings lia�ing aRoof Mean Height < 20 O;Roof 51'ope'2'/12" ,12"/12G851e or MlpgRoof ;Wind 5peeds120 N I8,Ornph; Exposure C;:Risk' Categoryvll; EncI ""d Buildln'g basetl on FPorlda,Builtling3C °ode„2017. - 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEEID (MIN. 1/4" 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 15x1r5" Plywood 24 TYPE 1 24' TYPE1 24 ,TYPE 1�24` 1 24` T>YPEe1 24 ,TYPE 1 24' TYPE 1' Tc �Ty+YPE ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ZONE 3 �#9 15X1.5" Plywood ;24 24", TYPE 1 24`, TYPE 1 1Z TYPE�2 12 TYPE 2 12 ,TYPE 2a 12 TYPE.2- �TY-W1 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH 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. I utR Rnnr curve c ZONE 3 j \— — — — — — — — — — — — — '/ �\ \ RIDGE \i \----------/ / ZONE \\ \\\ /----- --- ---------------, Note: Dimension (a) is defined as 10% of the minimum width otthe building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be :::ja less than either 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF —= �————————--——— — — — — —a I I I I RIDGE --------------------- a =-------------------- a I ZONE 1 I' +=---------------------+ ''—ZONE 3 —EAVE FL# 111651.22 R3 9 OCTOBER 5, 2017 At Cont. Tape Seal for use on Slopes less than 3:1 #9-15 x 1-1/2' w/Sealer Washer aQ 24' O.C. Max. TYPE 2 FASTENER PATTERN Cont. Tape Seal for use on Slopes less than 3:1 #9-15 x 1-1/2' w/Sealer Washer @ 12' O.C. Max.