The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALProduct GULF COAST 26 Ga. GulfRibTM FL# 11651.22 R3.00fOBER 5.2017 BY PPROVAL GuIfCoast 14 SUPPLY & MANUFACTURING aluation Report & MANUFACTURING, LLC. Panel over 15132" Plywood Florida Product Approval #11651.22-Rs Florida Building Code 2017 Per Rule 61 G20-3 jMethod: 1 -D CaItegory: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) i NON HVHZ RECEIVED JAN 2 9 2018 ST. Lucie County, Permitting Product Manufacturer: Gulf CoastjISupply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 ��`' E ��'' Newberry, FL 32669 ��`pPN;cE . kGy,�� Engineer Evaluator: Dan Kuhn, P.E. #75519 da Evaluation ANE ID: 10743 Validator: cke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: luation Report Pages 1 - 5 * : No. 75519 STATE OF -'Q: OR 10 1*1 '''�S,''O1iA1 �N`10/05/2017 Compliance Statement: Product Description: Panel Material/Standards: GullCoast 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. il: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to 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/" Major Rib at 9" O.C. Panel Fastener: /#9-15xl.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: I Minimum 1%2" 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. r Design Uplift Pressures: Table "A" Ma arnum Total Up i�D�,esign Pressure Fastener Pattern 69.25 psf 9"-9"-9"-9" 159.2y5 psf 6.5"-2.5"-6.5"- 2.5"6.5 "-2.5 "-6.5" Fastener Pat ern Spa�cing 2.4" ©,C. � 12" ©C. Design Pressure includes a Safety Factor = 2.0. GuIfC®ast 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 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 I • 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, 8, Dated 02J19/2007 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. (duality Assurance Entity: J,' The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3) for �r manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range7/ Minimum Slope shall comply with Florida Building Code 2017, including / Section 1507.4.2 and in accordance with Manufacturers recommendations. For r / slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: / Install per Manufacturer's recommended details. Llnderlayrnent: / Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not Shear Diaphragm: Shear Diaphragm value Design Procedure: For roofs within the pa at a minimum meet the the parameters listed o for each project in accc using allowable stress c not be exceeded. This: Hurricane Zone. Refer 1 product in High Velocit FL# 11651.22 R3 9 OCTOBER 5, 2017 of this acceptance. are outside the scope of this report. imeters listed on the load table, fastening pattern must e listed for the applicable wind zone. For all roofs outside the load table, design wind loads shall be determined dance with FBC 2017 Section 1609 or ASCE 7-10 sign. The maximum fastener spacing listed herein shall aluation report is not applicable in High Velocity current NOA or HVHZ evaluation report for use of this Hurricane Zone. Gu" I f C&69t SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32 Plywood �BuMIA*. Ihau>rj.g a Roof Mean Heights 2©°-0 '; Roof Slope: 2' 11 ' - 12 'i1 °' GablP11111111or Nip Roof; V�lind Speeds 20- E18,9 ph Exposure C, Risk Catego�,ry II, 1=nc osea3 Qui ding, based o Florida 6 ildingode 2017. 720 130 140 150 160 170 180 UVIIND FASTENER SUBSTRATE SPEED Penetration) (MIN. 15132") ON CENTER ON CENTER ION CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING 4"'ZONE7YPE 1 #9-15X1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", i 24 ,TYPE 1 " 24",1-YPE 1 ZONE 2 #9-15x1.S" Plywood 24", TYPE 1 24", TYPE 1 Z4", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ONE 3 #9-15x1.5" PI oud 24", TYPE 1 24", rYP 1 24", TYPE 1 12", TYPE 2 12", TYPE 2 12", TYPE 2 1-2", 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. 1SA2" 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. uto onnc tune c ZONE 3� J---------------- \\ \ RIDGE // I ` I ZONE1------------------ \\ \\\ / \ 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 o of the minimum width of the building or 3 feet. TYPE I FASTENER PATTERN ZONE 2 GABLE ROOF TaT I -!------------------1 -a/—RIDGE a I I j --RIDGE - ----- -- ------ a a I ZONE 1 I i -I----------------------+ -'�'--ZONE3 '—EAVE FL# 11651.22 R3 •OCTOBER 5. 2017 Cone Tape Seal for use on Slopes less than 3:1 #9.15 x 1-1/2' w/Sealer Washer @ 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.