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Home My WebLink AboutPRODUCT APPROVAL - METAL ROOFINGProduct Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfRibTM Roof Panel over 15132" Plywood co T. LUCIE COUNTY BUILDING,bi�2� � EVIEWED FOR COMPL ANCE 6 E VIEW'W BY/ % , 7 /, 4,4 0' Q ANS AND PERM T I UST ga - _ TE OR NO INSPECTIOdVG�KE PT ,A, I lkel Florida Product Approval #11651.22 R3 Florida Building Code 2017 -1 gale 61 G20-3 ethod: 1 -D THESE ETTANREONSORK ARE SUCO Y CORCTO REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Category: Roofing COMPLY WITH ALL APPLICABLE CODES. 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 `' � � � �''� '�. Newberry, FL 32669 %% '0P.�`�.N, . 1EL Sr. ��. , kUy,�� I' FILE COPY Engineer Evaluator: Dan Kuhn, P.E. #75519 IFlorida Evaluation ANE ID: 10743 Validator: CONCEALED FASTENERS OR ATTACHMENTS Locke Bowden, P.E. #49704 ARtTHE RESPONSIBILITY OF THE PONTRACTOR OR RECORD 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 N" sF •.'y *: No.755i9 STATE OF 0RIDP ••`J��•� S • 'O� . 0.; �NA L % %10/05/201 j Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. TM 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, Product Description: GulfRib j through fastened roof panel 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 Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #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 ,Substrate Description: Design Uplift Pressures: I i Minimum 15/3z" 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" Max rnumRTotalUplifiDesig,Pressure 15925psf` Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5 "-2.5 "-6.5" astener Pattern Spacing O.C. Design Pressure includes a Safety Factor = 2.0. Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: i The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. 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. 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. 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) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. j 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. jInstallation: Install per Manufacturer's recommended details. JUnderlayment: 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. 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 i 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. i FL# J 1651.22 R3 • OCTOBER 5, 2017 ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Buil'tlings having a=Roof •Mean Height< 20'0" Roof Slope Tr2 `/12 12/12 Gable'or'Nip` Roof; Wind SJ�eds.1=20 1,80mph, Exposure, C Risk Category II;"Enclosed Building, ba°sad on Florida Building Code 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONEJ #9 15X1 5"� Plywood �. 24' TYPE 1 ., 24:, TYPE 1 24 ,TYPE 1 24 TYPE 1 24 T�YPE1 24 TYPE 1 24Tl!PE 1_ o, ZONE1 I #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 y' X P:tr i'RS ..-"h 'TYPE Prh�s.. i'f "Y�+ }�"n`��C _ �t'�` d^''-ir y� 1$ Sl.$T: ZONE 3,.#9 15X1 5" Plyvvood e.24 TYPE�1 24, TYPE 1 24 TYPE 1 12 212 TYPE2 12 ,TYPE 2 12TYPE 2 1.) PA14EL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PAN ILL 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. HIP RnnF a cane c ZONE 3 i 1 ---------------- \ \ \ RIDGE / / / 1 i ✓// // ZONE ------------------- Note: Dimension (a) is defined as 10% of the minimum width of the building or 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. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF — j—----—--—— — — — — — i i a � I RIDGE -----—/ ------------- 4i---------------------4 aa ZONE 1 ---------------------t � ZONE 3 —EAVE At Panel Cont: Tape Seal for use on Slopes less than #9-15 x 1-1/2- w/Sealer Washer @ 24' O.C. Max. TYPE 2 FASTENER PATTERN i"— r 2.5" r-6.5"— Cont: Tape Seal for use on Slopes less than #9-15 x 1-1/2- w/Sealer Washer @ 12" O.C. Max.