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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGEMM FwRIOA OQPART BW OF Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Zo ' i �` Product Approval Is r USER: Public User Product Approval Menu > Product or Application Search > Search Criteria I SCANNED tip: BY F - - cam mit Surcharge IoPi' Stats & Facts I Publications I FBC Staff BCIS Site Map Links I Search List 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 FL# Type Manufacturer I Validated By. Status FL11651-R3 Revision Gulf Coast Supply & Manufacturing, LLC. FL#: FL11651.22 Locke Bowden P.E. (334) 300-1800 Approved Hist - Model: 26 Ga. GulfRib Description: Min 26 Ga. GulfRib over 15/32" Plywood Category: Roofing Subcategory: Metal Roofing -Approves py vnrn. Approvals oy UUM snau ue reweweo dnu rauueu uy uie r­ anu,u, uie w lil s iuu n u­al y. Contact Us ;: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. (Lop yright 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 mall to this entity. Instead, contact the office byl 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 emalls provided may be used for official communlcation 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: W © cChecf Credit securi Ivt,t 1:'ritI ea' RE EC QED APR S-r. Lucie County, Permitting . c. ). I. . TM �v ORI I DA PRODU I CT APP�ROVAL Gulfc6dft 14 SUPPLY & MANUFACTURING Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. GulfRibTm Roof Panel over 15132" Plywood APR ST, Lude County/Permitting FL# 11651.22 R3 • ER 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 ompliance 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 ,III111110, .� r11E.. S. �. * No 75519 STATE OF .p :Q. s; oNA L �EN�io/o5/2027 IN Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s) Panel Fastener: Substrate Description: FL# 11651.22 R3/• OCTOBER 5, 2017 G U"" If C & & SUPPLY & MANUFACTURING The product as described in this report has demonstrated compliance with the Florida Juilding Code 2017, Sections 1504.3.2. GulfRibT"" 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, thro �gh fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. 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. 0.018" Minimum 36" Coverage 3/a" Major Rib at 9" O.C. #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 Minimum 15/32" 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. Table "A" Maximum�,TotaILUplift�De griiPressure'+�69�2�5�`psf,�i��,��'",1�59t2�5�psf�-;�'� '�� ;°s Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" s� Cnrwarh °0C'42npacin Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product de Florida Building /`"�n` o Gulfc®ast SUPPLY & MANUFACTURING 'd herein has demonstrated compliance with the 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 / 11897-98 Uplift Test Force EngineeIring & Testing, Inc. (FBC Organization # TST-5328) Report No. 11 I7-0062T-07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC i Test Standard Equivalence: (FBC Organization # ANE ID: 10743) 1. The UL 580-94ltest 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, lapi 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 DRIDAPRODUCT APPROVAL Gulfc6dft SUPPLY & MANUFACTURING Roof Panel Fire Classification: Fire classification is 'ot part of this acceptance. Shear Diaphragm: Shear Diaphragm va Lies are outside the scope of this report. Design Procedure: For roofs within the arameters listed on the load table, fastening pattern must at a minimum meet hose listed for the applicable wind zone. For all roofs outside the parameters liste 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. 0 FL# 11651.22 R3 9 OCTOBER 5, 2017 . //e`\Wi` ® o ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel overl15/32" Plywood BU ldings, having a Roof Mean Height <20'-0"; Roof Slope. 2,"/12"' = 12,'/12"'Gable,or Hip Roof;"wi6d Speeds 120- 1�80mph,-EX C, Risk CategoryII,'En`clos'ed Building,;based omFlorida�Building Code 2017.'- 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" Penetration) (MIN. 15/32") ON CENTER SPACING ON CENTER SPACING I ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING . ON CENTER SPACING -`• ZONE 1_ 49-15x1.5" Plywood 24'; TY?E.1, 24", TYPE 1 24 TYPE 1 24 TYPE 1 24", TYPE 1 ' 24", TYPE 1 ' 24', TYPE:1 ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ZONE.3 : 0-15X1 5"> 'Plywood . `24", TYPE ;1'. 24",TYPE 1 A. 24 , TYPE 1 12", TYPE 2 12", TYPE 2 - .12", TYPE 2 Ar .12", TYPE 2' 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 810, 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. '-/32" THICK PLYWOOD MUSTIBE 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. curves ZONE 3 r� ---------------- \\ ♦ RIDGE ZONE 1 //------------------- [A\/e Note,IDimension (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 t I an either 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF 1a —�—-----------------i_a I I I RIDGE ----------------------- a +---------------------� a I ZONE 1— I I +--------------------+ `—ZONE 3 —EA1 FL# 11651.22 R3 • OCTOBER At Cant. Tape Seal for use on Slopes less than #9-15 x 1-1/2' w/Seater Washer @ 24' 0.C. Max. i Cont:Tape Seal for use on Slopes less than #9-15 x 1-1/2' w/Sealer Washer @ 100.0. Max.