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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFfit 6 1 Business Professional Requiation BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map, I Links I Search b'or a ' Product Approval/� {�� , USER: Public User SCANNED Product pyroval Menu > Product or Application Search > Application L% Search Criteria Refine Search Code Version 2017 FL# 11651.22 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL I Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL I Approved for use outside HVHZ ALL Impact Resistant ALL i Design Pressure ALL Other ALL A... 11-44— lYpee Manufacturer I Validated By Status FL11651-113 Revision Gulf Coast Supply & Manufacturing, LLC. FL#: FL11651.22 Locke Bowden P.E. (334) 300-1800 Approved History- Model: 26 Ga. GulfRib Description: Min 26 Ga. GulfRib over 15/32" Plywood Category: Roofing Subcategory: Metal Roofing 'Approves oy unrK. Approvals oy unrK snail oe rewewea anu raaneu uy me ruu anuiui -w a uc--ry. I Contact Us I: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a'public-records request, do not send electronic mail to this entity. Instead, contact the office byj phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® ® M eChat Credit Carol Safe TM Produ GULF COAST SU) 26 Ga. GulfRibTM RECEIVED APR 18 2013 ST. Lucie County, Permitting FL# 11651.22 R3 • OCTOBER 5, 2017 G61 SUPPLY & MANUFACTURING Evaluation Report .Y & MANUFACTURING, LLC. Panel over 15132" Plywood Florida Product Approval #11651.22 R3 Florida Building Code 2017 IPer Rule 61 G20-3 Method: 1 —D Cateaorv: Roofina Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ i Product Manufacturer: Gulf Coast! Supply & Manufacturing, LLC. 14429 SW 2nd Piace, 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 rr%ntcntc: Evaluation Report Pages 1 - 5 '►11111fi,_ .%`�N1E� S, k'�. E N., y * : No. 7551.9 ��T • STATE OR •.�Q�� 'oNA L SO .rr Gulf Mt SUPPLY & MANUFACTURING Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfRibrM 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" 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: #9-150.5" HWH with sealing washing or approved equal 114" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood oversupports at maxitrltJJ)') 24" O.C. De-Cinn �f nitn :�C)nri nnri nhnnivn� 11 Jnnnr C- wro ru iicirjo t�p ci'nne of 011c `-' N J " N J • uVi—r c✓ r � uc✓ru... ✓ww w cr u✓ Design Uplift Pressures: evaluation, Must be designed in accordance w/Florida Building Code 2017. — Table A Fastener Pattern ' 6.5"-2.5"-6,5"- 2.5 "6.5 r'-2.5 DQsign Pressure includes a-"-�'�'�' Safety Factor = p I! P. G61a SUPPLY & MANUFACTURING Code Compliance: The productl 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 Upfift 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) Q Kuhn Engineering, LLC (F;BC Organization #*ANE' ID: I-0743) 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 s-iandard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accorda�ce 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: Minimu II Slope shall comply with Florida Building Code 2017, including Section I1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install pier Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. i FL# 11651.22 R3 • OCTOBER 5, 2017 Was, SUPPLY & MANUFACTURING TM Roof Panel Fire Classification: Fire classification Jis not part of this acceptance. Shear Diaphragm: Shear Diaphragml, 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 stIiess 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 Ah- ,..w or ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Buildings' Wi- g � Roof ivlean Nelght5< ZG O";'Roof Slope Z "%I C' i Z "/1 Z''' Gabie or, p;Roof, filVmd Speeds :180'mph,:Ekposure-C, Risk,Categary II;.Enclosed'Buifding, based orrFlorlda:•B'ulfding'Cade 20.17; 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 ., 49 15x1 5" Plywood 24 TY E 1 24" TYPE.J' 24',;TYPE 1 24i,,TYPE 1 24", TYPE 1'. 24 ,TYPE 1' -24`, TYPE 1 ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 I 14", TYPE 1i 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ZONE 3 . #9-15x1 5": Plywood 24 ,TYPE 1 .24", TYPE 1' 24 ,"TYPE 1 A,12 TYPE 2 '12", TYPE 2 12"; TYPE 2 12', TYPE_2 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"C;OVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER ORAPPROVED 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. 1-1/32" 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 ASCE17-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. wDDnnc tune c ZONE 3—j ------------------ RIDGE I ZONE1 \\ \\\ /------------------� ZONE 2 GABLE ROOF _a, t i I I RIDGE a ---------------------- 4- l ZONE 1 I — — — — — - 1 'ZONE 3 —ME FL# 11651.22 R3 - OCTOBER 5, 2017 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 less than either 4% ofthe minimum width of the buii&ng or 3-feet. TYPE 1 FASTENER PATTERN At Panel 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 Cont. Tape Seal for use on Slopes less than #9-15 x 1-1/2'w/Sealer Washer @ 12' O.C. Max.