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HomeMy WebLinkAboutProduct approvals, metal roof Florida Building Code Online _ Pagel of 5 y t Ift BCIS Home Log In User Registration ' Hot Topics ; Submit Surcharge Stats&Facts j Publications j FBC Staff ? BCIS Site Map j Links Search 01j'AinProduct Approval USER,Public User m Product Approval Menu>Product or Abolication Search>Application List>Application Detail FL# FL11651-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Gulf Coast Supply&Manufacturing,LLC. 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 Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L� 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 Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eng.pdf FL11651 R2 COI Letter of Name chanoe.odf !` 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... 3/31/2017 Florida Building Code Online Page 4 of 5 Impact Resistant: N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-156.SPSF Verified By: Dan Kuhn,P.E.75519 Other:-108.5 psf @ 12"o.c.fastener spacing. -156.5 Created by Independent Third Party: Yes psf @ 6" o.c.fastener spacing.Install per Evaluation Reports manufacturers details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265v Crimp 15- 32Plvwood HVHZ.pdf Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp 26 Ga.5V Crimp over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 13 R2 265vCrimp 15- Approved for use outside HVHZ: Yes 32Plvwood NonHVHZ.odf Impact Resistant: N/A FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-131.PSF Verified By: Dan Kuhn,P.E.75519 Other:-94.25 psf @ 16"o.c.fastener pattern. -131.0 Created by Independent Third Party: Yes psf @ 16" o.c.fastener pattern. Install per Evaluation Reports manufacturers details.Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265v Crimp 15- 32Plvwood NonHVHZ.pdf, Created by Independent Third Party: Yes 11651.14 26 Ga.5V Crimp 26 Ga.5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 14 R2 265vCrimp 1x4 15- Approved for use outside HVHZ: Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II'14FL11651 14 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-156.SPSF Verified By: Dan Kuhn, P:E.75519 Other: -108.5 psf @ 12"o.c.fastener spacing. -156.5 Created by Independent Third Party: Yes psf @ 6" o.c.fastener spacing. Install per Evaluation Reports manufacturers details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265v Crimp 1x4 15- 32Plvwood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga.Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R2 II 14FL11651'15 R2 26GulfLok 16 15- Approved for use outside HVHZ: Yes 32Plvwood HVHZ.pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-161.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-63.5 psf @ 5 3/16" o.c.fastener spacing. Created by Independent Third Party: Yes -121.75 psf @ 5 3/16"spacing.-161.0 psf @ 5 3/16" Evaluation Reports o.c.fastener spacing. Install per manufacturers details. FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15- For use in HVHZ Zones. 32Plvwood HVHZ.pdf Created by Independent Third Party: Yes 11651.16 26 Ga.Gulf Lok 26 Ga.Gulf Lok 16"Wide'Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 16 R2 26GulfLok 16 15- Approved for use outside HVHZ: Yes 32Plvwood NonHVHZ.pdf Impact Resistant: N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-63.5PSF Verified By: Dan Kuhn,P'.E. 75519 Other:-63.5 psf @ 5 3/16" o.c.fastener spacing. Created by Independent Third Party: Yes -121.75 psf @ 5 3/16"fastener spacing. -161 psf @ 5 Evaluation Reports 3/16" fastener spacing.I nstall per manufacturers FL11651 R2 AE 14FL11651 16 R2 26G ulfl-ok 16 15- details. Not for use in HVHZ Zones. 32Plvwood NonHVHZ:pdf Created by Independent Third Party: Yes 11651.17 26 Ga.GulfPBR 26 Ga.Gulf PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.odf Approved for use outside HVHZ: Yes FL11651 R2 II 17 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other:-59.25 psf @ 24"o.c.fastener pattern.-154.75 Evaluation Reports psf @ 12" o.c.fastener pattern.Install per FL11651 R2 AE 17 R2 26GulfPBR 15- manufacturer details. Not for use in HVHZ 32Plvwood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.18 26 Ga.GulfPBR 26 Ga.GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R2 II 14FL11651 18 R2 26GulfPBR 1x4 15- Approved for use outside HVHZ: Yes 32Plvwood HVHZ.Pdf Impact Resistant: N/A FL11651 R2 II 18 R2 Metal Roof Panel Detail.pdf Design Pressure: +N/A/-151.7PSF Verified By: Dan Kuhn, P.E.75519 Other: -100.5 psf @ 24"o.c.fastener spacing. Created by Independent Third Party: Yes -151.75 psf @ 12"fastener spacing. Install per Evaluation Reports manufacturer's details. For use in HVHZ Zones FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 15- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5 K%2f Tr... 3/31/2017 (I 0i - uu GuIfCo�gt t SUPPLY & MANUFACTURING �c ,a � �f`" ,#' 5 �t • � tt� '�'+"i�. SF �.,^�' r�.M. r��,�.*�awe ;� ,�,r as �� - t€""'�' �FLOfR 1'D A 'P°R D U CST A PyP R VA L NO 1165'1.7 5 R2 �" ���`,�# . T(\;, Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. GulfLokTM 16" Wide Roof Panel over 15132"Plywood Florida Product Approval #11651.15 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC! 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 �``� �''�• ��AN,1EL S,, k •, G E IV Engineer Evaluator: = No, Z5s19 Dan Kuhn, P.E. #75519 ='�� Florida Evaluation ANE ID: 10743 - O • STATE of :Q Validator: s �4oRiDp- .•�A" Locke Bowden, P.E. #49704 1,1,pNAL Ec1C?�.��� 9450 Alysbury Place ,1 1 1 �► ` Montgomery, AL 36117 °6�3o 2015 Contents: Evaluation Report Pages 1 — 5 FL#11651.15 R2•JUNE 15,2015 0 @ kd � b tl • �� � 4 @ �� p! - G61iCoWA-\t SUPPLY & MANUFACTURING i. i all � LF �s x FL®RI®Aµ.P�RU�CT�AP�PR®vA{� NO°..1.1°6'51.15 R�2 TNi Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: GulfLokTM, 7/s" Nailstrip Roof Panel, 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/3z" 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: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/S" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga.Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: #10-12xl" Pancake Type A '/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/3z" 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" Maximum Design Pressures Assembly{A A semblyB - Assembly C Roof yeas `z ' Maximum Design Pressures -63.5 psf -121.75 psf -161 psf �Fkastener Spacing. , i"° k �5'/e ;0 C {4 E5'% 0 C 5'8 ©:C Sealant No Yes No No, xYeS *Design Pressure includes a Safety Factor=2.0. FL#11651.15 R2•JUNE 15,2015 • . ® e ® . t Y_ N� Gulf t SUPPLY & MANUFACTURING r F L 0 R I®A P R�®®IJiCT�A�P TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. 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. TAS 125-03: UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 117-0301T-10A-C, Dated 10/11/2010 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/12/2012 3. TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization#TST-1654) Report No.T356-10, Dated 10/29/2010 4. TAS 110-00: Valspar Fluropon coated metal panel testing A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 5. 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. 3. ASTM G 26 is equivalent to ASTM G 155. 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. FL#11651.15 R2•JUNE 15,2015 WM ail GuIfCoast �}. SUPPLY & MANUFACTURING x Th:1 Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2014 section 1518.2, 1518.3, 1518.4. Self Adhered roofing underlayment must be used in the valley up 18" on each side of valley. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. 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. FL#11651.15 R2•1UNE 15,2015 o • a P , 'e 000"N GulfcotNt r SUPPLY & MANUFACTURING - - ' L 11 p� p0 �" FLO`RIDAPRODUCT�APPRFOVALNO 7.165111'5R2 j?'11i'4iK'$,s<" t ;r' ��t— �r '� _ •i c,' �� '�' '.t TM GINEER LOAD TABLE:26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood IIdln°gs�hav g�Roofk�Mean H fight s�20 0� Roo'f Slope;.2 /12", 12 /1 Z G6 'le' or'Hip Roof;Wmd Speed.M;216 80kmph Exposure C,;Risk C�ategoryll Enclgsed.Building based:on Florida`Bulld,ing Code"2014 ` r , 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING .LSPACING SPACING SPACING SPACING SPACING 14 1 ONEY.1 (1),#10 12x1 G ASSEM %" BLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLYFA ASSEMBLYA �ASSENIBLYA' Fail � �r PLYWOOD ONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B ONE ' (1)#10ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEfvIBLY B ASSEMBLY B ASSEMBLY�B ASSEMBLY B i_ ��1 ��d PLYWOOD: wg PANEL DESCRIPTION:GULFLOKTM, MIN.26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 51/8"O.C.ASSEMBLY A,-121.75 PSF AT 5'/a"O.C.WITH SEALANT SEMBLY B,-161 PSF AT 5'/s"O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING& TING. PLYWOOD DECKING:MIN.15/32." THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/FBC 2014 LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING DE 2014 NIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or AIZONE 2 ZONE 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. ASSEMBLY A •I\�\ \�\ RIDGE rr r 16"COVERAGE ZONE 1 �� � r � r---_.-_----____—_—_ (1)#10-12X1-TYPE APANCAKE SPACING:SEE UPLIFT TABLE SAVE ASSEMBLY B ZONE 2 GABLE ROOF Ta \ 1/4'-5/16'DIAMETER BEAD OF TITEBOND SEALANT --- --'---- ------- —'- %a \ — � � (1)#10.12 X 1'TYPE A PANCAKE /-RIDGE , SPACING:SEE UPLIFT TABLE y---------------; ._Sa---- a ►.I_--_.--•-_------ .----__-_-- -..-__.-, __ ASSEMBLYCW/CLIP ZONE 1 i l--GullLok'"CLIP 24 GA. I i (1)#10.12 X 1'TYPE A PANCAKE "'_ �ZONE 3 `-EAVE SPACING:SEE UPLIFT TABLE FL#11651.15 R2•JUNE 15,2015 TA B � ® • D i � � � z Y�` ����7 iCy o yy�� yY F