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Home My WebLink AboutPRODUCT APPROVALTM /SCANNED FLORIDA .. Gulfc6&t 14 SUPPLY & MANUFACTURING Product Evaluation Report GULP COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. EL# 11651.22 R3.00TOBER 5.2017 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 RECEIVED JAN 2 9 2018 9Ta ! ueR§ r eunty, Permitting Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 % %J` I I I I. 11�� Newberry, FL 32669 ; `�Op:NkE� S. !t� cE Ai ti Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 '9450 Alysbury Place Montgomery, AL 36117 i Contents: Evaluation Report Pages 1 - 5 * ; No. 75519 �0:• STATE F A,� O R 1 D p' • ��a s/0NA L Sk' I'% ��'' ►# I I I k I t `'10/05/201j )rJr Compliance Statement: 000,N4 :` GUIX66 t SUPPLY & MANUFACTURING The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfRibTM , 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through astened roof panel over minimum 15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R3 •OCTOBER 5, 2017 Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida BIuilding Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 20117., 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'5/z" 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" Maxni um Total Uplift Desggi Pressure 679YREEMN 159lff-S ' f MW Fastener,' Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5 "-2.5"-6.5" utu�v�rt FastenerfPatrn�Spng 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 61G20-3.005(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 Tess 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. Roof Panel Fire Classification: Shear'Diaphragm: Design Procedure: �W-l� GuIfCoaSt SUPPLY & MANUFACTURING it Fire classification is not part of this acceptance. 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 eachproject 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. at! r`\r r x d o ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood rBuldlgs having a Roof Mean Heights 2()'-0"; Roo# -lope: 2"/12" - 12 '/12" Gable or Nip Roo#; Wind Speeds 120 180mph� Exp,�osure C, Risk Categry II, Enclosed Bwi�, !ding, based or1 Florida Building Code017. 126 130 140 150 160 170 180 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 i 9-1'528.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYP i 24", TYPE 1 24", TYPE 1 24", TYPE 1 ZONE 2 #9-15x1.5" Plywood 24% TYPE 1 I 24", TYPE 1 24% TYPE 1 24% TYPE 1 24% TYPE 1 24% TYPE 1 24% TYPE 2 3 #9-15X1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 12", TYPC 2 12", TYPE 12", TYPE 2 12", TYPE 2 yQNE 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 0 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. 15&" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:1.2, 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. ZONE 2 ZONE 3 rl ------------------ RIDGE ZONE \\ \\\ 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 Ala less than either 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF TaT —�—------------------ -1a I I I — RIDGE I I 4---------------------- -f a I ' ZONE 1 I _'k-ZONE3 `-EAVE FL# 11651.22 R3 •OCTOBER 5, 2017 At Panel Cont: Tape Seal for use on Slopes less than 59-15 x 1.1/2' w/Sealer Washer @ 24' O.C. Max. TYPE 2 FASTENER PAI7ERN Cont.-Tape Seal for use on Slopes less than *9.15 x 1.1/2' w/Sealer Washer @ 12' O.C. Max.