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Home My WebLink AboutPRODUCT APPROVALProduct GULF COAST SUPPL 26 Ga. GulfRibTm Roof Florida Product Florida Bui Rt (;ONCEALED I-ASTENERS OR A TACHmws Per eMel ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, Subcatec Compliance M N G 6 li'C'�Woa t SUPPLY & MANUFACTURING luation Report � MANUFACTURING, LLC over 15132" Plywood pproval #11651.22 R3 ling Code 2017 e 61 G20-3 THESE PLANS AND ALL PROPOSED WORK iod: 1 -D ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO ry: Roofing COMPLY WITH ALL APPLICABLE CODES. Metal Roofing A 61 G20-3.005(1)(d) V HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. `� ��''�� 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ��`'`� .� N�E� S,, k �, ` • C E NSF Engineer Evaluator: Dan Kuhn, PE. #75519 _ Florida Evaluation ANE ID: 10743 -A-, STATE OF • •�?� Val'idator: .. '�, 6 ONA L E Locke Bowden. P.E. #49704 " I # j t i t I " zo/o5/202� ST. LUCIE COUNTY BUILDING D SION 9450 Alysbury Place REVIEWED FOR MP I /1gl�tgomery, AL 36117 REVIE D Y. e:'t� DATE - PLANS AND PE IT MUST BE KEPT ON JOB Contents: SITE OR NO INSPECTIONS) WILL BE MAgTvaluation Report Pages 1 - 5 r T 1 1-- TM Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R3 9 OCTOBER 5, 2017 CT APPRoV Gulfc6dft SUPPLY & MANUFACTURING 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: Minimuml26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Mini 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 vYith 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 a�1d plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Table "A" Maximum Total UP, Design Pressure M 69 25 psf 59 25 psf � � ` Fastener Pattern I 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5 "-2.5 "-6.5" Fastener Pattern Spaeingri24,® Design Pressure includes a Safety Factor = 2.0. CT0 r nV GuIfCdast SUPPLY & MANUFACTURING 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 thel 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 / I1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) ReportNo. 1IQ 7-0062T-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 co ply with Florida Building Code 2017, including Section 1507.4.2 and inFaccordance 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 I Building Code 2017 section 1507.1.1. FL# 11651.22 R3 • OCTOBER 5, 2017 Shear Diaphragm: Design Procedure: Shear Diaphragm va GuIfC®as°t SUPPLY & MANUFACTURING part of this acceptance. 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. FL# 11651.22 R3 0 OCTOBER 5, 2017 PILE COPY — Ao�"��.M\ — . ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Buildings having `a Roof. Mean N,otght <. 20 0 Roof; Slope }2" /12' f ,12 '/12 ! Gable -or HIp,Roof UUInd Spee`ds,Y120, 180mph; Exposure C, Risk Crategory il;°Enclosed Bulltlir g based one Fl"oritla�Bulldih QQ tle 2017 120 130! 140 ISO 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 I SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5", PlyVvood 24 TYPyE 1 24' TYPE i 24 TYPE 1- ;24 TYPE 1 24 „TjYP,E 1 24 TYPE1 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".,' Plyvv00d 24 TYPE 1< 24' TYPE,1 24 TYPEr1 '12 TYPE 2 � f1.i�' y12 sT>YPE`2 f y�tfnr,n�fi,y_t 12 TYPEE2� 12 RYPE 2•" 1.) PANEL DESCRIPTION: GULFRIBTNI, 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. 15h2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT*ST 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. 1LUNt L -"-- --- -" ZONE 3 ----------------- -RIDGE I ZONE 1 \\ \\\ //-----------------\\ 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. I TYPE 1 FASTENER PATTERN -t�9. i 91 Panel Lap' ZONE ^ 2—— GABLE ROOF TaT -- — —— — — - - — — _ �a I— I I I RIDGE ----- --------------�- _]a ------------------------+ a ZONE 1 I�-----------------------1I- "ZONE 3 HEAVE FL# 11651.22 R3 0 OCTOBER 5, 2017 Cont: Tape Seal for use on Slopes less than #9-15 x 1-1/2' w/Sealer Washer @ 24.O.C. Max Cont: Tape Seal for use on Slopes less than #9-15 x 1-1/2' w/Sealer Washer @ 12.O.C. Max. GTI P C P "yf