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Home My WebLink AboutPRODUCT APPROVAL METAL ROOFi i I SCANNED Business & Professional Regulation FLORIOA-09PARTMOW OF b BCIS Home I Log In I User Registration I Hot Topics I Submit SIurcharge I Stats & Facts I Publications I FBC Staff I 8CIS Site Map I Links Search I Florida Product Approval / I .USER: Public User 1L- c n Product Approval Menu > Product or Applcation Search > Application List Search Criteria Refine Search Code Version 2017 FL# I 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 FL# In-@ Manufacturer I Validated By Status FL11651-113 Revision Gulf Coast Supply & Manufacturing, LLC. FL*: FL11651.22 I Locke Bowden P.E. (334) 300-1800 Approved i t ry Model: 26 Ga. GulfRib Description: Min 26IGa. GulfRib over 15/32" Plywood Category: Roofing Subcategory: Metal Roofing THpproveu uy uorn. approvals my uorn boon un ,ev —u auu la meu my um — a,,u,,, ,,a wu.....—..n, ...y r. Contact Us :: The State of Florida is an AA/EEO employer. CQI Under Florida law, email addresses are public records. I mall to this entity. Instead, contact the office by pl 455.275(1), Florida Statutes, effective October 1, 201; one. The emails provided may be used for official comm address, please provide the Department with an email it 2007-2013 State of Florida.:: Priva Statement :: Accessibility Statement :: Refund Statement do not want your e-mail address released in response to a public -records request, do not send electronic or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section nsees licensed under Chapter 455, F.S. must provide the Department with an email address if they have Lion with the licensee. However email addresses are public record. If you do not wish to supply a personal ss which can be made available to the public. To determine if you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® ® eCteck im Credit Card,- Safe- GULP CAST 26 Ga. FL# 1,1651.22 R3 & OCTOBER 5, 2017 Gulf? SUPPLY & MANUFACTURING Evaluation Report L 1( & MANUFACTURING, LLC. TM Roof Panel over 15132" Plywood 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: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 ``' _ � � �, 0'' Newberry, FL 32669 OA • •�� E 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 - STATE OF -• Q�Z' "I oNAe ,NGoi Gulf 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: GulfRIbTM/3/" 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 Cor osion 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/" 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: - Minimum 75/32" 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 RECEIVED APR 18 `018 ' ST. Lucie County, Permitting FL# 11651.22 R3 • OCTOBER 5, 2017 Table "A" Maximum Total Uplift Design Pressure 69 25 159 25 psf psf; Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"- 2.5"6.5 "-2.5 "-6.5" Faft. erierPattern Spacin 44' 0 C x12 `0 C Design Pressure includes a Safety Factor = 2.0. T Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: Test Standard Equivalence: Quality Assurance Entity: Minimum Slope Range: Gulf Coo �'yt SUPPLY & MANUFACTURING The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2.. The product evaluation islIimited 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 580-0'6 - Test for Uplift Resistance of Roof Assemblies UL 1897-1112 - Uplift Test for Roof Covering Systems. 1. UL 580-94 / 1897 ;98 Uplift Test Force Engineering !& Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T--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) 1. The UL 580-94 testistandard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 tes;t 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 under a quality assurance program audited by an approved quality assurance entity. Minimum Slope shall comply l'Iwith 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. I FL# 11651.22 R3 9 OCTOBER 5, 2017 l� 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 param, eters listed on the load table, fastening pattern must at a minimum meet thoselisted 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. i I I I FL# 11651.22 R3 • OCTOBER 5, 2017 ENGINEER LOAD TABLE: 26 Ga. Gulf RibTM Panel over 15/32" Plywood Bu latn�s"haven a Roof (vlean Helgr�rt s;z0 u` ; `x00 opt 2 `T1�" 2' /t2"` vable or Hrp`:F(odf UVlnd Spee-d 2u 1.84m�h,.:Expgsur C,.RiskvCategor'y.11; Enciased Bulldigg, bases# on Florida 6ullding,Code 2017 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"a' Plyuvt►gd 24" TYRE 1 2A` TYPE 1 2a" TYPE 1 z4 ,TYRE 1 24 TYPE 1 24 ,TYPE 1 ,24 ,TYPE 1= a . . ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24i1, TYPE 2 ZONE 3 #9 15x1 5" Plywood ' 24"„TXPE 1 24" TYPf� 1 24 jYPE 1 12 r, TYPE 2 12" TYPE 2 12 ,TYPE 2 •.12' TYPE 2 f.. 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 Q 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.75I32" 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. um onnc cunc4 ZONE3—,,—j \ / n \ / /1 \\ \ RIDGE i/ // 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 —1 a less than either 4% of the minimum width of the building or 3 feet. TYPE i FASTENER PATTERN ZONE 2 GABLE ROOF ,a). i I i RIDGE ----- -- -------------I a +--------------------- a I ZONE } { i ---------------------- OZONE 3 `-SAVE 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 .5" Cont. Tape Seal for use on Slopes less than #9-15 x 1-1/2" w/Sealer Washer @ 12' O.C. Max. 0