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HomeMy WebLinkAboutSS PRODUCT7/8/2420 Business a � • . Professional Regulation BQS Home Log in User Registration I Hot Topics Floi-Aa Building Code Online Submit Surcharge Stats & Facts 1 Publications I Contact Us DM, site Map. ` Urtks Search Product Approval Evaluation Report Florida License . USER: Public User Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date Product Approval Menu n Product orAppl ication Search a Application List i Application Detail Locke Bowden RE. FL # FL11651-113 Application Type Revision Cade Version Application Status Approved Comments Archived FG Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-0778 info@gulfcoastsupply.com Authorized Signature Eng David info@g a Ifcoastsu pply, co m Technical Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 info@gulfcoastsupply.com Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352)498-0778 david.eng@gulfcoastsupply.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 RE. Validation Checklist - Hardcopy Received Certificate of Independence FL11651 R3 COI Cert of Indep ndenc 2017-10-0 ,pdf Referenced Standard and Year (of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 114 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 h ttps:/ffloridab u ild ing. org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgsQFc5K%2fTrZeCSHgw99RSwgrf9OEegvkzBZ4cWkSTfwnA%3d%3d 115 7/8/2020 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156,5PSF Other: -108,5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c, fastener spacing. Install per manufacturers details. For use in HVHZ Zones. �Ligned.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R AE FL11651 12 R3 265vCrimp 15 32Plywood._ HVgned.pdf Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp I Min 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-1.31.PSF Other: -94,2-5 psf @ 16" o.c, fastener pattern, -131.0 psf @ 16" o.c. fastener pattern. Install per manufacturers details, Not for use in HVHZ Zones. 11651.14 126 Ga, 5V Crimp Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A/-156.5PSF Other: -108.5 ps€ @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. 11651.15 126 Ga, Gulf Lok Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161.OPSF Other: -63.5 psf @ 5 3/16" o.c. fastener, spacing, -121.75 psf @ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener spacing. Install per manufacturers details. For use in HVHZ Zones. 11651.16 126 Ga. Gulf Lok Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-63.5PSF Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 psf @ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. 11651.17 126 Ga. GuIfPBR Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 4mpact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -59.25 psf @ 24" o.c. fastener pattern. -154.75 psf @ 12" o.c. fastener pattern. Install per manufacturer details. Not for use in HVHZ 11651.18 126 Ga. GUIfPBR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -100.5 psf @ 24" o.c, fastener spacing, -151.75 psf @ 12" fastener spacing. Install per manufacturer's details. For use in HVHZ Zones Installation Instructions FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 13 R3 265vCrimp 15- 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party: Yes Min 26 Ga, 5V Crimp Roof Panel over 1:x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 14 R Metal Roof Panel Detail- signed.pdff Verified By: Dan Kuhn, RE. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE Ft 14 Ra 265vCrimp 1x4 15- 3ZPIynrood NonHVHZ-signed.pdf Created by Independent Third Yes Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11 51 R3 II FL11651 15 R3 Metal R of Pan I Detail- signed.pdf Verified By: pan Kuhn, RE. 75515 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11 51 15 R�3 26G_ulfl-ok 16 IS- 2Plywood HV17-signed.pdf Created by Independent Third Party: Yes Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 16 R3 Metal Roof Panel Detail- signed.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FI 16 R3 26GulfLok 16 15- 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party: Yes Min 26 Ga. Gulf PBR Roof Panel over 15/32"° Plywood Installation Instructions FL11651 R3 II FL11651 17 R3Metal Roof PanM Detnil- signed.p-if Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 17 R3 2 GuIfPBR 15- 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party: Yes Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FI -1165t R3 II FL11651 18 R3 Metal Roof Panel Detail- sgn—ed .pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 IS R3 26GulfPBR 1x4 15- 2Plywood HVHZ;signed.pdf Created by Independent Third Party: Yes 11651.19 126 Ga. GuIfPBR I Min 26 Ga. GulfPBR over 15/32" Plywood https://floridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDgsQFc5K%2f rrZeCSHgw99R5wgrf9OEegvkzf3Z4cWkSTfwnA%3d%3d 415 7/8/2020 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-154.7PSF Other: -60.5 psf @ 24" o.c. fastener spacing. -154.75 psf @ 12" o.c. fastener spacing. Install per manufacturer's details. For use in HVHZ Zones. 11651.20 126 Ga. GUIfPBR Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-151.7PSF Other: -94.25 psf @ 24" o.c. fastener spacing. -151.75 psf @ 12" fastener spacing. Install per manufacturer's details. Not for use in HVHZ Zones Installation Instructions FL11651 R3 II FL11651 19 R3 Metal Roof Panel Detail- signgd.pdf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 19 R3 2r,(-,- BR 15- 32Plywood HVHZ-slgned.pdf Created by Independent Third Party: Yes Min 2.6 Ga. GUIfPBR over 1x4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 R3 II FL11651 20 , R3 Metal Roof Panel Detail- signed.pLf Verified By: Dan Kuhn, P.E. 75519 Created by Independent Third Party: Yes Evaluation Reports FL11651 R3 AE FL11651 20 R3 26GUlfPBR 1x4 15- 32Plywood NonHVHZ-signed.pdf Created by Independent Third Party: Yes Go to Page 0 O Page 1/ 2 0 0 contact Us :: Z5o1 6 it Stone R ad, Tallahassee FL 32399 Phone : 850-4 7-1824. The state of Florida is an AA/EEO employer. j(;opyright_ 2007-2013 State of Fbrida :: Privacy Statement :: Accessibility. Statement :: RtIund 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 455.275(1), F Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, .S. must provide the Department with an email address if they have one. The emads provided may he used for official communication with the ilcensee. 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 click here . Product Approval Accepts- ;.. ON e—WR Credit Safe S(? tJYitk 1€tTIt1C https:llfloridabuilding,orgfprlpr app_dtl.aspx?pararr=wGEVXQwtDgsQFc5K%2fTrZeCSHgw99R5wgrf9OEegvkzBZ4cWk5TfwnA%3d%3d 5/5 G uff t SUPPLY & MANUFACTURiNG Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LCC. 26 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.16 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. ��titirrrrrr. 14429 SW 2nd Place, Suite G30 %%%% 41F -L S kU •., Newberry, FL 32669 ,,• �+�0Elvs•'.y'lr•= Engineer Evaluator: Dan Kuhn, RE. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.16 R3 • OCTOBER 5, 2017 * . No. 7551 g ©=, STATE OF Jot f0111A4L� s Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, 7/s" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 1$/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/g" Tall Male Rib: 314" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed -121.75 psf. Panel Fastener: Through Panel Slot: (1) #10-12x1 " Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 1$/32" thick, APA Rated plywood over supports at maximum 24" Q.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 Pressures: FL# 11651.16 R3 * OCTOBER 5, 2017 Table "A" Maximum Design Pressures Roof Areas Asser&v A Assern'oly B Assembly C Maximum Design Pressures -63.5 psf -121 .75 psi 161 psf Fastener Spacing 51/8, 0.0 SAIL 0.0 A 1/31 0.0 Sealant No Yes Nti Panel Clip No No les *Design Pressure includes a Safety Factor = 2.0. IN" ■ iG 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 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 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0301 T 10A -C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization # TST 1527) Report No. B9000.01-450-18, Dated 1 2/1 2201 2 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) Q 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 equivaient 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. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification Is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL# 11651.16 R3 • OCT08ER 5, 2017 �.I�■ !� :: 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# 11651.16 R3 • OCTOBER 5, 2017 ENGINEER LOAD TABLE: 26 Ga. Gulf LokTm 16" Wide Roof Panel over 15/32" Plywood ASSEMBLY A Buildings having a Roof Mean Height <— 20'-U"; ,Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wield Speeds 120- 20-180mph, 1 SOmph,Exposure C, Disk Category II, Enclosed Building, based can Florida Building Code 2017. ��WlX 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B V-1 1 /4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT--- 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED VIIN. 114" (MIN. 15/32") e Penetration) ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 'I (1) #10-12x1" CDX PLYWOOD ASSEMBLY A ASSENIIBLY A ASSEMBLY A ASSEN4BLY A ASSEMBLY A ASSEMBLY A A,SSEi\iBLY A ZONE 2 (1) #10-12x1" PL CDX XOD ASSEMBLY A ASSEIMBLY A. ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY S ZONE 3 1 (1) #10-12x1" CDX I ASSEPVi PLYWOOD LY B 6LY A ASSEMBLY A ASSEMBLY B ASSEMBASSEMBLY B ASSEMBLY B ASSEMBLY B 1.) PANEL DESCRIPTION: GULFLOKTM MIN. 26 GA, 7/8" RlB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT. (1) #10-12X1 " PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 51/3" O.C. ASSEMBLY A, -121.75 PSF AT SA" O.C. WITH SEALANT ASSEMBLY B, -161 PSF AT 5%8" O.C. WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL .580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.) PLYWOOD DECKING: MIN, 15/32" THICK, APA RATED PLYWOOD, GRADE C -D, MUST BE DLSIGNED IN ACCORDANCE WITH FBC 2017 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. / I.,ZONE 2 ZONE 3 1y RIDGE ZONE 1 —EAVE `a ZONE 2 a. GABLE ROOF —RIDGE a ZONE I ' ZONE 3 '- EAVE FL# 11651.16 R3 0 OCTOBER 5. 2017 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 fess than either 4% of the minimum width of the building or 3 feet. ASSEMBLY C W/CLIP GuifLok" CLIP 24 GA. -- 0010-12 X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY A 16" COVERAGE— ��WlX 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B V-1 1 /4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT--- - (1) #10-12 X 1"TYPE A PANCAK SPACING: SEE UPLIFT TABLE ASSEMBLY C W/CLIP GuifLok" CLIP 24 GA. -- 0010-12 X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE