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Home My WebLink AboutPRODUCT APPROVALSCANNI;U sn.AP PA9Inw Z\�1\ Product' Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfRibTm Roof Panel over 15132" Plywood .-12NICEAIS FASTENERS 0R,4TTACF1I:uEidTR ARF THE RESF,OINSIRII.M OF THE Co,flTRACTOR OF RECORD, Florida Product Approval #11651.22 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D THESE PLANS AND ALL PROPOSED WORK REQUIRED BY FIELD INSPECTORS THAT Category: Roofing COMPLNECESSARY WITHLLL APPLICABLE CODES. Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) I NON HVHZ Product Manufacturer: Gulf CoastlSupply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 ��`'' �''••, Newberry, FL 32669 G E', k Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 ST. LUCIE COUNTY BUILD NG DIVISION ' REVIEWED FORDO REVIEWED DATE0,a i'+ll PLANS AND PMMIT MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE FL# 11651.22 R3 • OCTOBER 5, 2017 Validator: cke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 * : No. 7551.9 _ = STATE OF ' c<pRIpP •�kr� • 'G %*; ONA L 1EN%10/05/201 j CT I C �`n nv II . . - 1.+ i j ,r ..g• 7 1 - Y' tr � F Zf iP�.. ".cY'-^l. . `• J 'ice ,g jry� 47 Xi" `.i .. a+l. ♦ • r,; �I« 1`i (! _ % f... RC .k _ vk.'+ �'l Jb.l y�� v •' . �'M4 ',.� 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 G C'Woz st 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. I 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: Pain el Material shall comply with Florida Building Code 2017, Section 1507,.4.3. Thickness: 0.018" Width: 36" Covi Rib Height: 3/a" Majo #9-15x1.5" HWH with SE 1/4" minimum penetratio Corrosion Resistance: Per Minimum 15/32" thick, APA Design of plywood and pl, evaluation. Must be desig inimum Rib at 9" O.C. ling washing or approved equal through plywood. orida Building Code 2017, Section 1506.6, 1507.4.4 ,ated plywood over supports at maximum 24" O.C. vood supports are outside the scope of this �id in accordance w/ Florida Building Code 2017. Table "A" MaxuuimTotal UpliftDesigr P�ressilre 6925psffK p h 15925►sf .t,. Fastener Pattern I 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5'"-2.5 "-6.5" 'Fa FastenerxPatti=rSpacingfrA :�,24d®yCrm a� i 7! ;11L2OC�� yh'. ub'-.%'i5Y9..Y..aNYi'_ Design Pressure includes a Safety Factor = 2.0. Fri F rr) DV Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: Test Standard Equivalence: G6ilC'Wog's�-t SUPPLY & MANUFACTURING The product described' herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. 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. 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. 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117 1I0062T--07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) Q Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) 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. i 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. 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. installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. FL# 11651.22 R3 • OCTOBER 5, 2017 FILE COPY — Z., �-Lx - - Roof Panel Fire Classification: Fire classification is not, part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: 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 Ion 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 • OCTOBER 5. 2017 , At Cont. Tape Seal for use on Slopes less than #9-15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max TYPE 2 FASTENER PATTERN Cant: Tape Seal for use on Slopes less than #9-15 x 1-1121 w/Sealer Washer @ 12' O.C. Max ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Buildings having,a Roof `.Mean=Weight < 20 0 Roof,Slope 2'`l12" '12' /12" Gable:orjli0 Roof UUlnd Speetls 120 '':180mph;' Exposure C;• Risk' Category II;` Enclosed Building, based on, Florida,"B '*Idirig"C6de.2;017 120 130 140 150 160 170 180 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 I SPACING SPACING SPACING SPACING SPACING ZONE 1 n : #9 15X7 5 PlyvVciod 24 1 , TYPE 1' 24 TYPE 1 24 TYPE 1 24", TYPE 1 24 ,TYPE 1 '24 TYPE 1 ,TYPE f24 ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 24", 4PE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ZONE.3' #9 15x1 5' ` Plyuvood 24,'TYPE 1 24' TYPE;1 24 TrYPE 1 ;12 TYPE 2 'TALL... , 12'. TYP,E.2; ' 12 '. TYPE 2 Y '<12' TYPE Z 1.) PANEL DESCRIPTION: GU_L.•FJRI•BTM, MIN. 26 GA., GRADE80, I36"COVERAGE, 3/4' 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 580/1-11- 1897 TESTING. 4.) PLYWOOD DECKING: MIN.15/32" 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. ulo onnc ZO -- 1-----NE 3 -------- — RIDGE ' \\ \ ZONE 1 \\ \\\ 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 Tither 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF —�—-----------------a RIDGE ----- --— — — — — — — — — — — — - a a +---------------------- +- I ZONE 1 ' I I +----------------------F "ZONE 3 —EAVE FL# 11651.22 R3 • OCTOBER 5, 2017