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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFI>� Professional Regulation BCIS Home I Login I User Registration I HotTapics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida I Product Approval r USER: Public User r as Product AR2roval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version i 20171 FL# 11651.22 Application Type ALL Product Manufacturer ALL Category ALLI Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALLI Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL' Product Description ALL Approved for use in HVHZ ALLI Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - ADolications FL# Type Manufacturer Validated By Status FL11651-R3 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 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contal Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: a50-487-1824 The State of Florida is an AA/EEO employer. CoovnM ht 2007-2013 State of Florida, :: Privagr 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., Iplease click here . Product Approval Accepts: I Coedit Gard , I - I • Safe:.;..: I Gulfc� SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. GulfRibTm Roof Panel over 15132" Plywood ST. Lucie County, Permitting FL# 11651.22 R3 • OCTOBER 5, 2017 Florida ProductlApproval #11651.22 R3 Florida Building Code 2017 Per Rule 61G20-3 Method: 1 -D I Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(l)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 Engineer Evaluator: ®an Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, PE. #497 04 9450 Alysbury Place Montgomery, AL 36117 i Contents: EvaluaI tion Report Pages 1 - 5 LLC. ','llll1711//ff AXEL S. k * ; No. 75519 STATE 001 ��'s��NAL EN�'�``�• f fff�llll+�t`�10/0.�;�201j- Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Fastener: Substrate Description: Design !Uplift Pressures: FL# 11651.22 R3 • OCTOBER 5, 2017 The product as described in this report has demonstrated compliance with the Florida Building Ciode 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 applicItion. Material: Minimr 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. Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 13/a" Major Rib at 9" O.C. #9-15x1.5" HVIH 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 Minimum 15f32" 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. Table "A" Fastener Patten 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5 "6.5 "-2.5 "-6.5" Fastener Pattern Spacing 2:4' C Design Pressure includes a Safety Factor = 2.0. Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: Test Standard Equivalence: Quality Assurance Entity: Minimum Slope Range: Installation: Underlayment: FL# 11651.22 R3 • OCTOBER 5, 2017 Gulf C 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 61G20-3. bed herein has demonstrated compliance with: L 580-06 - Test for Uplift Resistance of Roof Assemblies L 1897-12 - Uplift Test for Roof Covering Systems. i / 1897-98 Uplift Test neering & Testing, Inc. (FBC Organization # TST-5328) 117-0062T-07A, B, Dated 02/19/2007 of Independence fin, P.E. (FL# 75519) Q Kuhn Engineering, LLC nization # ANE ID: 10743) 1. The UL 5;80-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1;897-98 test standard is equivalent to the UL 1897-12 test standard. 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 u der a quality assurance program audited by an approved quality assurance entity. 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. Install per Manufacturer's recommended details. i Shall comply witI h Florida Building Code 2017 section 1507.1.1. Gulfcoa�t SUPPLY & MANUFACTURING 1M 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 i i accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. I 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 ENGINEER LOAD TABLE: 26 Ga. Gulf RibTM Panel over 15/32" Plywood BUINIngs"-9 f tVfeart Helght 9r '0 U`F, Rtio'f Slop 2``f11" t1',i1 'y vabie'or yip Root, tilllInd Sfii 1r80mph', exposure .C,',Risk Cafie ory H` Enclosed Building based 66"Florida B:ullding Cade Z,017 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9 15x1 5`' , a PlyVli00dt 24 ,TYPE 1 24` T�(PE ,1 24 �, TYPEy 1 24 TYRE 24 TYPE 1; 24 ,TYPE 1 24". TYP,E 1., ... µ .. .'' .x,.v..x, ., .- .i. i,'; ','➢« ..+.n ... ... fit_ }�`dc i �,` ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 I 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 20NE 3 #9�15x1`5"PIyVV00"d 24";rTYRE`1 24.'"F TYP,E'1 24 1 � 12',,TYPE 2r 12'! TYPE 2, 12 TYPE 2 'f2" TYPE 2 .i. N .. ... . .. -.. y .. fit. ,TYPE 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. 15h2" 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. urn onnc euNt e - - --- - ZONE 3— ? ,I ---------------- \ / n \ � /1 \� RIDGE ZONE \\ \\\ // -----\\ 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 4% of the minimum width of the building or 3 feet. TYPE FASTENER PATTERN ZONE 2 GABLE ROOF l l I f —RIDGE — — — — — --------------- a +---------------------= a i l ZONE 1 ---------------------- "'ZONE3 `—EAVE FL# 11651.22 R3 • OCTOBER 5, 2017 At Cont: Tape Seal for use on Slopes less than 3:1 #9.15 x 1-1/2' w/Sealer Washer p 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 p 12' O.C. Max.