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Home My WebLink AboutROOFING METAL - PRODUCT APPROVALror>Ad , ��uc�� Ar1>reL� GU1K a�ft SUPPLY & MANWACT.URING Product Evaluation Report SCANNED GULF COAST SUPPLY & MANUFACTURING, 'LLC. BY St. Lucie County 26 Ga. Gu1f/i'ibTm Roof Panel over 15132" P►yvvood Florida Product Approval #11651.23 R3 Florida Building Code 2017 Per Rule 61620-3 Method: 1 —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite 630 �%0 %ANF—L S. Newberry, FL 32669 ?� �• ' �Cery EngineerEvaluator: 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 11651.23 R3 • OCTOBER 5, 2017 L�t71 MOu IIlrn M GEC " a Fff No, 75519 ' 9 = STATE OF ��T�'�� OAIOP•.•�� SS;ONAL ENG•�`: �1811L& 1o/[ GulfCl3�t SUPPLY 'F MANUTACTURING Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1.518.9, 1523.&5.2.4. Product Description: GulfRibTM, l" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, 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: 3/4"'Major•Rib at 9" O.C. Panel Fastener: #9-15 HWH'1.5" with sealing washing, or approved equal 1/4" minimum penetration through plywood, Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507A.4 Minimum 15/n" thick, APA Rated plywood over supports at maximum 24" O.C. Substrate Description: 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: 'AFL# 11651.23'R3 •OCTOHER S, 2a17 Is _ l Uplift Design Pressure 71.75 psf 159.25 psfrn =Uplift 9-9-99" 6'S -2.5 65 - 2.56.5"-2.5 -6.5"rn Spacing 24" O.C. t2" OCe includes a Safety Factor = 2.0. ffi MOD IV(D-T & ° ` °t OLI&iL_ U-000 Nt SUPPLY 6 MAMUFACIURING Code Compliance: The product described herein has demonstrated compliance with the Florida Building 'Code 2017, Sections 1504.3.2, 1518:9, 1523.6.5.2.4. 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: • TAS 125-03 • UL 586-06 -Test for Uplift Resistance of Roof Assemblies UL 1897-12 - Uplift Test for Roof Covering Systems. • TAS 100-95 - Test Procedure for Wind and Wind DrivemRain Resistance of Discontinuous Roof Systems • TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTIv1 B 117. Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC organization # TST 5328) Report No. 117-0062T-07A-C Dated 02/19/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T126-07, Dated 02/26/2007 Report No. T270-08, Dated 10/13%2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by'PRI Asphalt Technologies dated 01/19%2004 '..B) ASTM B 117 by PRI..Asphalt Technologies dated 01/19/2004 4. 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 theUL'580=06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. 3. ASTM G 26iis equivalent to ASTM G 155. Quality Assurance Entity: The manufacturer hasestablished 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. FLO 11651.23 R3 •OC-OBER`5, 2017 I p� Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopeslless than 3:12, lap sealant must be used in the panel side laps. Installation: Install per' Manufacturer's recommended.details and RAS 133. Underlayment: Shall comply with Florida Building Code 2017 section 1518.2, 15183,'1518.4 Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory Misting for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Design Procedure: 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. LU-L1LqL5g,0 tLILO-wo If/"U. LLL; amils GulfC5�Mr SUPPLY F. MANUPACTURING .ENGINEER LOAD TABLE: 26 Ga. Gulf RibTM Panel over 15/32" Plywood Buildings having a Roof Mean Heights 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category 11, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180. WIND SPEED FASTENER (MIN. 114 SUBSTRATE (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER '.ON CENTER ON CENTER ON CENTER SPACING Penetration) SPACING SPACING SPACING SPACING SPACING 'SPACING ZONE 1 #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 2,V,TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 ZONE 2 #9-150.5" 'Plywood 24". TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 ZONE 3 #9-15x1.5" PIyWOOd 24", TYPE 1 24", TYPE 1 24", TYPE 1 12", TYPE 2 12", TYPE 2 12%TYPE 2, 12", TYPE 2 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15XLS" HWH WI I H SEALING WASHER OR APPROVED EQUAL PANEL UPLIFT PRESSURE: 71.75'PSF 0 74" O.C. FASTENER SPACING TYPE I FASTENER PATTERN,159.25 3.) MAXIMUM ALLOWABLE PSF Q 1.2"-O.C..FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. "/n" I HICK PLYWOOD MUSI BE DESIGNED IN ACCORDANCE W!1 H FLORIDA BUILDING CODE 201 /. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ONWINDPRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING - CODE 2017. �jpNE2 HIPROOF ZONE3-\i BRIDGE 7/ZONE1 /I20NE2 GABIEROOF a` \ I RIDGE ZONE 1 Note: Dimension (a) is defined as 10% of the minimum width of the building or 40•/a of the mean'height of the roof, whichever is smaller, however, (a) cannot be Tess than either 4% of the minimum width of the building or 3 feet. TYPE I FASTENER PATTERN " ZONE 3- — - �w c - FL# 11651.23 R3 • OCTOBER5, 2017 • a u l i�G1L', fff,' iJ�I@k) G3�C I Coni Tape seal for use on Slopes less .#&15 i 1.112, w,5aala, Washer at 24. O.C. TYPE 2 FASTENER PATTERN At Panel