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HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFFlodda awo ",-%, r av r SCANNED - T -- Professional B Y BCIS Home I Log In I User Registration I Hot Topics I Submits urcharge I Stats & Facts I Publications I FBC Staff •� BCIS Site Map I Links I Search I ' Product Approval i -USER: Public User Product A{Iproval Menu > Product or Application Search > Application List I 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 C­h Qom dfc .. ennliratinna i FL# Ing Manufacturer I 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 j Subcategory: Metal Roofing -)Approveu oy unrre. Hpprovais oy vorrc WWII oe revmweu analrauueu uy urc I-— auuJm we wuuui­,,uIII ucw­1 y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 1 The State of Florida is an AA/EEO employer. fop yni' ht 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 455.27S(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 berg . Product Approval Accepts: ®® ca RE im Credit Card' Safe Sec-urltl-nt l• T1tICs r■ r` a Gulf��� SUPPLY & MANUFACTURING uation Report ibIANUFACTURIT4Q, LLC. 26 Ga. GulfRibTm Roof Panel over 15132" Plywood ED APR 18 2M ST. Lucie County, Permitting 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: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 1%►1rrrrr1ii 14429 SW,2nd Place, Suite G30 %%PNOL S, Newberry, FL 32669 O• . • • C E{� - 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 �.� S� •.ti * ; No. 7551.9 � 1 STATE 1. kOF .',Z .•0R10�.•��1�� s ; o ar e I I ' i 05/20� j ro zlv 7!w i` n a 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 Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: i 0.018" Minimum Width: 36" Coverage Rib Height: ; 3/a" Major Rib at 9" O.C. Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R3 • OCTOBER 5, 2017 #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" Max�rrlum Total Uplift Design Pressu'►e,, 69 25Mpsf,.: 159 25 psf Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"- 2.5 "6.5 "-2.5 "-6.5" Fastener Pattern Spaung Design Pressure includes a Safety Factor = 2.0. /10 ZIJr � 0W\ 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 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • 6L 580-06 - Test for Uplift Resistance of Roof Assemblies • 1 L 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) i 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. !!WMW\ /\ � n r, 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 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 ... _A0N ENGINEER LOAD TABLE: 26 Ga. Gulf RibTMl Panel over 15%32" Plywood BGldmgs Ylaving a Roof Mean Helgni Zu v `, Roof Slope 2 JI t , 'i2 J12 c�ableo( Hlp_Roof; VVlnd Speeds 1`2i? , 1d8QtY)ph;`'ExpQsur� C, Risk�Cafiegary�l,,'.Enc�Asec[ Budding, b"ased on t loildailkd�ng,Gode.2b17 'r 120 1301 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 12 #9 1 Sx1 5" Plywood 24 TYRE 1 24` TYPE 1 24 , TYPE 1, ,:24 TYPE 1 24", IY -El 24 , TYPE 1 34 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 BONE 3 49' 15x1 5 Plywood z4 TYPE 1 24' , TYPE 1 24 TYPE 1 12 TYPE 2 12" TYPE 2 12" TYPE 2 ; 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.'S/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 ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE 2 ZONE 3— ?�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. r �I —ter—TYPE i FASTENER PATTERN 911 I 91f I { AtPanel Laa-, ZONE 2 GABLE ROOF a, —`ya I � I t RIDGE ----- -- I �----------------------= a I l ZONE 1 t +---------------------y "'ZONE 3 -EAVE FL# 11651.22 R3 • OC T OBER 5, 2017 Cant Tape Seal for use on Slopes less than 3:1 ' (1) #9-15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max. TYPE FASTENER PATTERN Cant. Tape Seal for use on Slopes less than j #9.15 x 1-1/2' w/Sealer Washer a0 121 O.C. Max.