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Home My WebLink AboutPRODUCT EVALUATION REPORT�,� sF •,ti * : No. 75519 STATE OF �'%S; �tVA L ENGo/o5/2oZ GuIX6ast SUPPLY & MANUFACTURING Product Evaluation Report GULP COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfRibTm 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 ategory: Metal Roofing :e Method: 61 G20-3.0050)(d) NON HVHZ RECEIVED JAN 2 9 2018 ST. Lucle Cdungy, Pormitting i7 is , ti I�. E•r ,� Ls Product Manufacturer: Gulf/Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 �`''�""`�'' Newberry, FL 32669 %` OP - r' � N, , - . S% Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 J Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.22 R3.00TOBER TM Compliance Statement: Product Description: Panel Material/Standards: .... , GuIfCoaft SUPPLY & MANUFACTURING The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. GulfRibT"^, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastenediroof 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. Panel Dimension(s): Thickness: j 0.018" Minimum Width: i 36" Coverage Rib Height;' 3/a" Major Rib at 9" O.C. Panel Fastener: #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 Substrate Description: Minimum15/a2" 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. Design Uplift Pressures: FL# 11651.22 R3 • OCTOBER 5. 2017 Table"A" ,Ma Ix muol'� Ta i fit besign Pressure 69.2,-S � p fMH N 159 2y5 psf Fastener Pattern 911-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5 "-6.5" Faste `n`er f'aitern Spaun1g 24" O.C. 12" O..C. De'sign Pressure includes a Safety Factor = 2.0. GuIfC®ast SUPPLY & MANUFACTURING TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building CodeI2017, 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 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 11897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engi leering & Testing, Inc. (FBC Organization # TST-5328) Report No7117-0062T-07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan K hn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Org i nization # 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 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 finder a quality assurance program audited by an approved quality assurance entity. i 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. i Installation: Install per Manufacturer's recommended details. Underlayment Shall comply with Florida Building Code 2017 section 1507.1.1. I I I FL# 11651.22 R3 • OCTOBER 5, 2017 i.IRIOA... , Gulfc6dft SUPPLY & MANUFACTURING Roof Panel Fire Classification: Fire classification is nqt part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: FL# 11651.22 R3 •OCTOBER 5.2017 For roofs within the at a minimum meet the parameters liste, for each project in a using allowable stre notbe exceeded. n Hurricane Zone. Ref product in High Velc arameters listed on the load table, fastening pattern must lose listed for the applicable wind zone. For all roofs outside on the load table, design wind loads shall be determined :ordance with FBC 2017 Section 1609 or ASCE 7-10 design. The maximum fastener spacing listed herein shall evaluation report is not applicable in High Velocity to current NOA or HVHZ evaluation report for use of this itv Hurricane Zone. Gulf C&zift SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Bu(dti�gshaving a R of ears Height s 20 -0"; R of 510 e: 2"/12° - 12" 12°' Gable orHiP Roof; Wind Speeds 12aQ- 184mph E, pos C R s Categ, tyy !l=nctOsed Building, based on Fl r►c1a Bclif'cling Code 2017. ,fe 120 130 140 150 160 170 180 WAND FASTENER SUBSTRATE SPEED (MIN. Penetration) (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING I SPACING SPACING SPACING ZONE'1#g 15X+l.5" P{ytNvod 24". TYPE 1 24", iYPE 1 24", TYPE 4 24". TYPE 1 4". TYPE 1 24", i YPE 1 24", iYPE 1 ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 29% TYPE 1 24% TYPE 1 24% TYPE 1 24", TYPE 1 24% TYPE 1 2V, TYPE 2 z 2dNE 3 #9-15it7 5" Plywood Z4", PE 1 ZA", TYPE 24", TYPE 7 12', i YPE i 12", TYPE 2 12". TYPE 2 12", f YP 2 y 1.) PANEL :DES`CRIPTION: 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. 1%2" 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 7I 10 (KD = 0:85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. um onnc �Vlvr < ZONES - ------ ' J \\ \ RIDGE --------- ��///i/ 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 a less than either 4e/d of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF TaT —J—-----------------�a I I I I RIDGE ----- -------------- - -a -------------------------+ a ZONE 1— I -------------------- I "ZONE 3 '-EAVE FL# 11651.22 R3 •OCTOBER 5, 2017 At Cont. Tape Seal for use on Slopes less than #9-15 x 1.1/2' w/Sealer Washer @ 241 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.