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Home My WebLink AboutPRODUCT EVALUATION REPORT-FGQRIOXCUPA", UNT OF. Business & Professional Regulation Florida r 91 Product Approval c USER: Public User SCANNEDMan Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Product Approval Menu > Product or Application search > Application List Search Criteria Refine Search Code Version 2017 FL# 11651.22 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL 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 Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - AoDlications FL# Tyne Manufacturer Validated By Status FL11651-R3 Revision Gulf Coast iSupply & Manufacturing, LLC. FL#: FL11651.22 Locke Bowden P.E. (334) 300-1800 Approved History Model: 26, Ga. GUIfRib Description: Min 26 Ga. GulfRib over 15/32" Plywood Category: Roofing Subcategory: Metal Roofing *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Contact Us :: 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 by 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 click here . Product Approval Accepts: i ®� iCf'Rtl Credit C6rd� Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. GulfRibTm Roof Panel over 15132" Plywood RECEIVED APR `Z.018 ST. Lucie County, Permittifl FL# 11651.22 R3 • OCTOBER 5, 2017 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 : Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 %.%`�4%EL, S��k'�, Newberry, FL 32669 ; `SOP ��G r;'N,�y •, 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 * , No. 7551.9 ;4r STATE OF 'FS►S 0111"R l O P.G�tJ��.: �NA �E % 10/05/201 j Compliance Statement: 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! 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: #9-15x1.5" 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: Minimum75/32" 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" �Maxirrium Total Uphft De ign Pres' q e 69 5 psf� 9 5�psf Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5 " FastererPatteni+Spacing ,}WE, Design Pressure includes a Safety Factor = 2.0. Aoft Ae I 1r!nWx\Pd 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 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. FL# 11651.22 R3 • OCTOBER 5, 2017 lr/wl` e o i Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. i 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. FL# 11651.22 R3 • OCTOBER 5, 2017 i_,N-�N -- ENGINEER LOAD TABLE: 26 Ga. GulfRibT'" Panel over 15132" Plywood Buildings having a Roof�Mean;Heigk 5:Z0' O';;Roof Slope: 2"/12` 12 /12'�Gable or Hlp,Roof, Wind Speeds 120 1'80mph;posure:C,, Risk Category'11; EncloseU Building, based on,>Ffonda.Buiiding Code 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 SPACING SPACING SPACING SPACING SPACING ZONE.1 #9 15x1 5' , Plywood TYPE 1 24" TYPE 1' 24 TyPE51 24 TYPE 1 f 24"> TYPE 1 r i Y 24 TYPE 1/ 24 TYPE 1 ` }24 , ZONE 2 #9-15x1.5" Plywood 24", TYPE I1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ZONES #9-15x1 5" Plywood ',24TYPE�1 i 4. TYPE 1^ 24 TYPE 1 kQ. e ' 12 TYPE 2 y 's 12 1TYPE 2. ` i s� 12 TYPE 2 i. 12 TYPE 2- . 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 @ 12" O,C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. 75/a2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, ILAP 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. wo MAC tulle z ZONE 3) J---------------- nIt RIDGE i•-- ------ ZONE1 \\\\\ l ------------------� Note: Dimension (a) is defined as 10% of the minimum width of the building or 1 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be :=Ia i less than either 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF TaT ----------------- t � I —a I RIDGE I �- ----- -- —— — — — — — — — — — — a +----------------------- a I � ZONE I \ I "ZONE3 HEAVE FL# 11651.22 R3 • OCTOBER 5, 2017 At Panel Cont. Tape Seal for use on Slopes less than 3:1 #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 #945 x 1.1/2° w/Sealer Washer @ 12' O.C. Max.