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Home My WebLink AboutPRODUCT EVALUATION REPORT•• c11E� S �. .%�oP.••' •ey •'�\GEN•kS� No. 75519 - STATE OF :Fs. <ORIDP �: "��,,0NA� EN`io/os/�oi� JCI1 I SCANNED BY Product Evaluation Report GULF COAST SUPPLY & '00 Gulfcodft SUPPLY & MANUFACTURING ST. LI'CTF COU.NTy REVIEWED FOR CC REVIEIVED BY . OR NO t SPACTION IVLLL DE MADE. 26 Ga. GulfRibT'" Roof Panel over 15132" Plywood Florida Product Approval #11651.22 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 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT .MAYBE NECESSARY IN ORDER TO APPLY Wird AI4 APMAIM 99958, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 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 FL# 11651.22 R3 • OCTOBER 5. 2017 tw"WA, Q"wy QW 1 141C V "T �WY j ANKM Iv f NOV, V. to oq ion /" I Ir AO i` Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s) Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R3 • OCTOBER 5, 2017 The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. GulfRibTM, 3/aj' 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 15/32" 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. Table ., f spa Eoa+ MaxinumTotal�UplrftDesignPressure f 6925�psfw 1p59�25 psfs" Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" a� T.Y.' ✓. ( - .[ P'4ph b X J Fasteher�Pattern�Spaang � yy� .ti .C.F. ,.. 4.:.:Sx .m t 1!.Y:. ♦s..i. v.�wB�R5y..8T,S.ar. ( ti/, 24Jr CO- 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) @ 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. FL# 11651.22 R3 • OCTOBER 5, 2017 /r ��!!Wn`.d6 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 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# 11651.22 R3 0 OCTOBER 5, 2017 .dFftAe1lr�W5M\.0G ENGINEER LOAD TABLE: 26 Ga. GulfRibTJM Panel over 15/32" Plywood Buildings having a Roof Mean Helght <20 0"; Roof,Slope 2' 11 Z s{12 '/1 Z ':Gable or HIp.Roof-,Win_ci Speeds 12�0 ' 180mph, Exposure C, Risk Category II,JEnclosed-Building,based on Florida Building Code 2017. 120 1130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (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.' #9-15x1 5'r. " Plywood ' .:`24"; TYPE 1 : ,'24",,TYPE 1° br, TYPE 1 24 `,'TYPE 1 247, TYPE 1 ", -24", TYPE 1` "24'; TYPE'1 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", TYPE 1 24'', TYPE`1 11 24", TYPE 1 12", TYPE 2 „12",-TYPE 2,: 12", TYPE Z 12",TYPE 2 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. 75/32" 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 (KID = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. curvc c ZONE 3 f1 f RIDGE // // I \ \ / / ZONE 7 \\ \\\ I 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 a �—-----------------� I I I I RIDGE -----�-------------- a 4----------------------+ a I ZONE 1 I I I +----------------------- '-ZONE 3 —EAVE 1`0 T165i.22 R3 - OCTOBER'S, 2017 At Cont. Tape Seal for use on Slopes less than (1) #9-15 x 1-1/2' w/Sealer Washer @ 24.O.C. Max TYPE 2 FASTENER PATTERN Cant. Tape Seal for use on Slopes less than #9-15 x 1-1/2' w/Sealer Washer @ 12. O.C. Max