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Home My WebLink AboutProduct Approval Florida Building Code Online, File Cobye 1 of 3 ,p-z l af "3 71 BCIS Home Log In T User Registration Hot Topics ; Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map Links Search Product d "L' C�?UMIED FASTENERS ON ATTA(, 1MENTS �� ", USER:PubliAppr oval c User RESPONSIEI!M OF THE Product Approval Menu>Product or Application Search>Application List>Application Detaili � 7� FL# FL11651-R2 Application Type Revision Code Version 2014 Application Status Approved T fjCSE FL INS A IND ALL PPOFOSED WORK ARE SUBJECT TO ANY CORRECTIOrVNSflf! Comments Archived REQUIRED BY FIELD INSPECTORS THAT O ''srdAY B NECESSARY IN�1RD�R TA:fir, Product Manufacturer Gulf Coast Supply&Ch a1 riftypol!x6L'APPLIbl � &�®PES,� Address/Phone/Email 4020 S.W. 449th Street..,..,: .' Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative ��03�OJT?g Address/Phone/Email ST.LUCT C nUN-ry BUI7 PING DMSION I2 D Ft7R C'I�PLVL NCE Quality Assurance Representative R E vuliX"T�D',3 Address/Phone/Email DATE, 3 PLANS AND PERMIT-RUST BE INEPT CN Ji3P Category Roofing OR N0 NSPECTION NVML BE NIADE. Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Daniel S. Kuhn Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden 91 Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn EnQ.pdf FL11651 R2 COI Letter of Name chanoe.pdf Referenced Standard and Year (of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2f Tr... 3/28/2017 Florida Building Code Online• Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/18/2015 Summary of Products Go to Page O Page 2/2 0 4 FL# Model,Number or Name Description 11651.21 26 Ga. GulfRib 26 Ga.GulfRib over 1x4 Wood Purlins over 15/32"Plywood Limits of Use - Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 21 R2 26GulfRib 1x4 15-32Plvwood NonHVHZ.Ddf Approved for use outside HVHZ: Yes FL11651 R2 II 21 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E. 75519 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party:Yes Other:-109.25 psf @ 24"o.c.fastener spacing. Evaluation Reports -164.25 psf @ 12" fastener spacing. Install per FL11651 R2 AE 21 R2 26GulfRib 1x4 15-32Plvwood NonHVHZ.pdf manufacturer's details. Not for use in HVHZ Created by Independent Third Party: Yes Zones 11651.22 26 Ga. GulfRib 26 Ga.GulfRib over 15/32" Plywood Limits se Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 22 R2 26GulfRib 15- . Approved for use outside HVHZ: Yes 32Plvwood NonHVHZ.pdf Impact Resistant: N/A FL11651 R2 II 22 R2 Metal Roof Panel Detail.ndf Design Pressure: +N/A/-159.2PSF Verified By: Dan Kuhn,P.E.75519 Other:-69.25 psf @ 24"o.c. fastener spacing. Created by Independent Third Party: Yes -159.25 psf @ 12" fastener spacing. Install per Evaluation Reports manufacturer's details.Not for use in HVHZ FL11651 R2 AE 14FL11651 22 R2 26GulfRib 15- Zones 32Plvwood NonHVHZ.pdf Created by Independent Third Party:Yes 11651.23, 26 Ga. GulfRib 26 Ga.GulfRib over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R2 II 23 R2 26GulfRib 15-32Plvwood HVHZ-Pdf Approved for use outside HVHZ: Yes FL11651 R2 II 23 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-159.2PSF Created by Independent Third Party: Yes Other:-71.75 psf @ 24"o.c.fastener spacing. Evaluation Reports -159.25 psf @ 12" fastener spacing. Install per FL11651 R2 AE 23 R2 26GulfRib 15-32Plvwood HVHZ.pdf manufacturer's details. For use in HVHZ Zones Created by Independent Third Party: Yes 11651.24 26 Ga.GulfRib 26 Ga.GulfRib over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R2 II 24 R2 26GulfRib 1x4 15-32Plvwood HVHZ.odf Approved for use outside HVHZ: Yes FL11651 R2 II 24 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-164.2PSF Created by Independent Third Party: Yes Other: -106.75 psf @ 24"o.c.fastener spacing. Evaluation Reports -164.25 psf @ 12" fastener spacing. Install per FL11651 R2 AE 24 R2 26GulfRib 1x4 15-32Plvwood HVHZ.pdf manufacturer's details. For use in HVHZ Zones Created by Independent Third Party: Yes 11651.25 29 Ga. GulfRib 29 Ga.GulfRib over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 25 R2 29GulfRib 1x4 15-32Plvwood NonHVHZ.pdf Approved for use outside HVHZ: Yes FL11651 R2 II 25 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 Design Pressure: +N/A/-123.5PSF Created by Independent Third Party: Yes Other: -76.75 psf @ 24"o.c.fastener spacing. Evaluation Reports -123.5 psf @ 24" fastener spacing. Install per FL11651 R2 AE 25 R2 29GulfRib 1x4 15-32Plvwood NonHVHZ.Ddf manufacturer's details. Not for use in HVHZ Created by Independent Third Party: Yes Zones 11651.26 29 Ga. GulfRib 29 Ga.GulfRib over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 26 R2 29GulfRib 15-32Plvwood NonHVHZ.pdf Approved for use outside HVHZ: Yes FL11651 R2 II 26 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD gsQFc5K%2f Tr... 3/28/2017 ' 0 ` y Gu (add SUPPLY & MANUFACTURING GU� LFKIE; TM • : . . . FLORIDA PRODUCT APPROVAL NO. 1165:1.22 R2 a�77'Al Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. G` IfR®bT m Roof Panel over 15132"Plywood Florida Product Approval #11651.22 R2 Florida Building Code 2014 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 `'��j111��`'' .�`` N1E� S Newberry, FL32669 OP•' . `*; No, 75519 Engineer Evaluator: ®an Kuhn, P.E. #75519 �- Florida Evaluation ANE ID: 10743 %-A-, STATE of 1lalidator: ;oNAL EN, �`� Locke Bowden, P.E. #4�9704 ', 9450 Alysbury Place o.6130�2015 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.22 R2-JUNE 15,2015 WUHN • 000 ID s ® � Gulf I }� SUPPLY & MANUFACTURING GULFR. B 3E dTM �i, • GUAGE GU:LFRIBTm PANEL OVER • •D `'M Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfRibT11 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 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, 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 '/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, 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 2014. Design Uplift Pressures: Table"A" Mak166'n Total Uplift Design Pressure 69'25 psf 159:25 psf G Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"- 2.5"6.5"-2.5"-6.5" Fastener Pattern Spacing Design Pressure includes a Safety Factor=2.0. FL#11651.22 R2•JUNE 15,2015 KUHN 10, G U I f 6(��""(2 4 SUPPLY & MANUFACTURING 1111111110111h TM ULFRIts OVER • • r FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 rTM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 2014, 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 1897-04- 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 1897-04 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 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2. FL#11651.22 R2•JUNE 15,2015 ,'/�'w , t Gullll� SUPPLY & MANUFACTURING GULFruts l�h s' . GUAGE GULFRIBTM PANEL OVER • •D FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 i m 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 2014 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 R2•JUNE 15,2015 G U If C 70) SUPPLY & MANUFACTURING F a GULFRIks • • •D FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 f TM ENGINEER LOAD TABLE:26 Ga. GulfRibTM Panel over 15/32"Plywood Bu''t(cftn�s'f'avin aRoof$fUlean�Net�fi�t s''`:ZO' 0. Roof,Slog e; 2'/12 1�2� /1`2�:��Gable,~`or.�Hfy� ` WInc1�5 e4ecls;1:2�:0 � ,��1�� ; .;��:�.�,.?:�;-�'t;.�-�.. 18f7mph",Exposure CR kCategory$IIEnciosedBullding; based onFlondaBulldmgC 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED penetration) (MIN.75/32") ON CENTER ON CENTER ON CENTER ON CENTEI ON CENTER �ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING . L'k `�;g't. .z„s jP� - {Yy.,,.f 's ,.� ` -�*^. w. iv `.e 1 sG` 20N Y E 1 .: ,#9 15ic1 5 z Plyw,aod 24�TYPE1"y24s£TPE n24�,XYPE 1( Z4TYPE 424e:TYPE21 �4 Gu E24y (PE 1 77 ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24 TYPE 1 24",TYPE 1 24",TYPE 24",TYPE 1 4",TYPE 1 12",TYPE 2 ,'r>-; 4', > &� £ ;", ..V f d3x")A6, he ZONE 3 #9,15x1 5f , q PlyWood24 �TtE€124PE1 24� TYPE1 12 YPE 2 12= TY!PE[ $�2TYNPE 22vT;YPE23 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 E 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.15/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 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 2014 ZONE 2 NIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3 I 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ' ,! ---------------- —1a less than either 4%of the minimum width of the building or 3 feet. N \ / /1 'TYPE 1 FASTENER PATTERN RIDGE // / —9„ 9„ 9„ 9" \ �-- ------J / I At Panel Lap 1 / --------- t ZONE 1 \\\\ I L Cont.Tape Seal for use on Slopes less than 3:12 (1)#9-15 x 1-1/2°w/Sealer Washer @ 241 O.C.Max. SAVE TYPE 2 FASTENER PATTERN ZONE GABLE ROOF iaja (-6.5"—{2.5"{ —6.5"—{2.5" 6.5"—{2.5"{-6.6 2.5" 1 1 1 —RIDGE Cont.Tape Seal for use on Slopes less than 3:12J -----\ -- /----------- �(1) 9-15x1.1/2"w/Sealer Washer@12°O.C.Max. i -/ a I ZONE1 I \ ZONES EAVE FL#11651.22 R2 01UNE 15,2015 11670 33498