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Home My WebLink AboutPRODUCT APPROVALGulfCoa�s�t® SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC SCANNED BY St. Lucie County 26 Ga. GulfRibTm Roof Panel over 7x4 Wood Purlins over 15132" Plywood Florida Product Approval #11651.21 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 Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 '110111,,,,, ,��.O�N1EL S, kG �\GENSTATSF yam,; O��Ss ORE 9 P �If"",NAL Er1C?�` '��,ll lilt"10/05/2017L ��ipe—�.r`.® Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. Product Description: GulfRibTM' 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over Minimum 1x4 Wood Purlins over minimum uhz" Plywood Decking. Non Structural application. Panel Material/Standards: 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: 0.018" Minimum Width: 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: Design Uplift Pressures: Minimum 1x4 No. 2 SYP wood purlins over min. I%z" thick, APA Rated plywood over supports at maximum 24" O.C. The 1x4 wood purlins shall be fastened to the plywood with minimum 8D x 2Y2" Ring Shank Nails at 4" O.C. Design of 1x4 wood purlins, plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Table "A" Maximum Total Uplift Design Pressure 109.25 psf 164.25 psf .. "s Fastener Pattern 9"-9"-9"-9" 9"-9"-9"-91 Fastener Spacing 24" O.C. rz Design Pressure includes a Safety Factor = 2.0. A Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. 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. • FM 4471-1992, Section 4.4 Foot Traffic Resistance Test Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T-07D & E, Dated 02/192007 2. FM 4471-95, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0238T-09D, Dated 0721/2009 3. 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. 3. The FM 4471-95 test standard is equivalent to the FM 4471-1992 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 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. 1 „ „ p•:t s -... i a i l f� ' v f^ t 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 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. N� 4 11 k .. cY Y )y of � lr I Y ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 1x4 Wood Purlins over 15/320 Plywood Bulldmgs t aving a Roof Mean 7Hegt5200 Roof Sp27/12 12 /12Ga�61e oHFllp>W ndSpeeds 12D 8gmpH;Exposue Cf WskgCazegoryll Enclosed Bwldmgbasetl_�on Flonda Bullding.Code 207r7 - - 120 130 140� 150 160 170 180 WIIND FASTENER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED (MIN. do Penetration) n) SUBSTRATE SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 s i "'#9 15X1 ST, 1x4Woo"d�". 21' TYPE`1" - 24"c TYPE 1 -; 24 24-TYPE 24",aTYPE+11 24", TYPE't1 a `24", TYPE'`1) 24„TYPE tt a� " s , ,159lins I ZONE 2 #9-15X7.5" 1X4 Wood Purlins 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24%TYPE 1 24%TYPE 1 24%TYPE 1 ZONEt3 q9 15X1.5" 1%4AWOod 2q", TYPE 1 24", PE 7 24", TYPE 1 24',SYPE 1 24", TYPE 1 24", TYPE 1 24', fl'PE 1 .,- . Purlins 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: 109.25 PSF @ 24" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, 164.25 PSF W 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) SUBSTRATE: 1X4 WOOD PURLINS OVER MIN. 15&" THICK PLYWOOD. WOOD PURLINS ATTACHED TO PLYWOOD W/ MIN. BD X 2Y2" RING SHANK NAILS AT 4" O.C. PURLINS AND PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FBC 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) MULTIPUED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE a ZONE T j ---------- RIDGE j ZONE1 \� i ___________e FAVE ZONE GABLE ROOF N — RIDGE I ZONE 1 2ONE3 EAVE FL# 1165121 R3 •OCTOBER 5, 2017 I I I 1 I =:�a Note: Dimension (a) is detined as 10% of the minimum width of the Dwlaing or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN 1 x 4 Wood Purlins @ 24' O.C. Attached to Plywood with (1) ed x 2.51 Ring Shank Nails @ 41 O.C. At Panel Lap (1) #9-15 x 1-1/2' w/Sealer Washer 'Min. 15/32' Plywood 9"-9"-9"-9" Fastener Pattern @ 24' O.C. TYPE 2 FASTENER PATTERN 1-4 x 4 Wood Purlins @ 12" O.C. Attached to Plywood with (1) 8d x 2.5' Ring Shank Nails @ 4' O.C. At Panel LaD� (1) #9-15 x 1-1/2° w/Sealer Washer `-Min. 15/32" Plywood Fastener Pattern @ 12" O.C. ,Y xr ti',i y} �c yy'v 1a't 3� • Sly•. .. ], - P X Y