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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
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Daniel S. Kuhn
the Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
s Validation Checklist-Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Ena.pdf
FL11651 R2 COI Letter of Name chanoe.odf
Referenced Standard and Year(of Standard) Standard Year
FM 4471 1992 7
TAS 100 1995 f
TAS 110 2000
TAS 125 2003
UL 1897 2004
I
UL 580 2006 €
E
9
Equivalence of Product Standards
Certified By
}
Sections from the Code
32Plywood HU iL
Created by Independent Third Party: Yes
11651.6 1.5" 24ga. Gulf Snap 1.5" Gulf Snap 24ga. 16"Wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 6 R2 1.5 24GulfSnap 16 15-
Approved for use outside HVHZ:Yes 32Plywood HVHZ..pdf
Impact Resistant: N/A FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..pdf
Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn, P.E. 75519
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes
o.c. clip spacing. -116.0 psf @ 6"o.c. clip spacing. Install Evaluation Reports
per manufacturers detals. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 6 R2 1.5 24Gulf5nap 16 15-
32Plywood HVHZ..pdf
Created by Independent Third Party: Yes
11651.7 1.5" 24ga. VersaLoc 1.5"VersaLoc 24ga. 16"wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 7 R2 1.5 24VersaLoc 16 15-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf
Impact Resistant: N/A FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..pdf
Design Pressure: +N/A/-123.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ Created by Independent Third Party: Yes
12"o.c. clip spacing. Install per manufacturers details. For Evaluation Reports
use in HVHZ Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15-
32Plvwood HVHZ..pdf
Created by Independent Third Party: Yes
11651.8 2" 24ga. MegaLoc 24 Ga. 2" MegaLoc 18"wide Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 8 R2 24MeaaLoc 18 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant: N/A FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail pdf
Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -71.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes
o.c. clip spacing. Install per manufacturers details. Not for Evaluation Reports
use in HVHZ Zones. FL11651 R2 AE 14FL11651 8 R2 24MeaaLoc 18 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
11651.9 24 Ga. Gulf Lok 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 9 R2 24GulfLok 16 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant: N/A FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail pdf
Design Pressure: +N/A/-96.7PSF Verified By: Dan Kuhn, P.E. 75519
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 Created by Independent Third Party: Yes
psf @ 5-1/8" o.c. fastener spacing. -121.75 psf @ 5-1/8" Evaluation Reports
fastener spacing. -161 psf @ 5-1/8"fastener spacing. FL11651 R2 AE 14FL11651 9 R2 24GulfLok 16 15-
Install per manufacturers details. Not for use in HVHZ 32Plywood NonHVHZ.pdf
Zones. Created by Independent Third Party: Yes
11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16"Wide 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 10 R2 24GulfSeam 16 1x4 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail pdf
Design Pressure: +N/A/-93.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -93.5 psf @ 18"o.c. Install per manufacturers Created by Independent Third Party: Yes
details. Not for use in HVHZ Zones. Evaluation Reports
FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 15-
32Plvwood NonHVHZ.Ddf
Created by Independent Third Party: Yes
11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over
15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11651 R2 II 14FL11651 11 R2 24GulfSeam 18 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 11 R2 Metal Roof Panel Detail pdf
Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -69.25 psf @ 24"o.c. clip spacing. -108.5 psf @ Created by Independent Third Party: Yes
12"o.c. clip spacing. Install per manufacturers details. Not Evaluation Reports
for use in HVHZ Zones. FL11651 R2 AE 14FL11651 11 R2 24GulfSeam 18 15-
32Plvwood NonHVHZ.pdf
Created by Independent Third Party: Yes
11651.12 3a. 5V Crimp 26 Ga. 5V Crirr, .)f Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651-12 R2 265vCrimp 15- ,
Approved for use outside HVHZ:Yes 32Plvwood HVHZ.odf
Impact Resistant: N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail pdf
Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes
@ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports
details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimp 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 265vCrimn 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
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 psf Created by Independent Third Party: Yes
@ 16" o.c. fastener pattern. Install per manufacturers Evaluation Reports
details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15-
32Plywood 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/-156.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes
@ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports
details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265vCrimp 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.Ddf
Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.odf
Design Pressure: +N/A/-161.OPSF Verified By: Dan Kuhn, P.E. 75519
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes
psf @ 5 3/16"spacing. -161.0 psf @ 5 3/16"o.c. fastener Evaluation Reports
spacing. Install per manufacturers details. For use in HVHZ FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15-
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.Ddf
Design Pressure: +N/A/-63.5PSF Verified By: Dan Kuhn, P.E. 75519
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes
psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16" fastener Evaluation Reports
spacing. Install per manufacturers details. Not for use in FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 15-
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.pdf
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 psf Evaluation Reports
@ 12"o.c, fastener pattern. Install per manufacturer FL11651 R2 AE 17 R2 26GulfPBR 15-
details. Not for use in HVHZ 32Plywood 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.Ddf
�e\\ �
FLORIDA PRODUCT . . . . , .
GuIfCcash
SUPPLY & MANUFACTURING
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FLORIDA PRODUCT APPROVAL NO. 11651.15 R2
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TM
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: 61G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Gulf Coast Supply &'Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669NOEL�
S•
• P k�.
Engineer Evaluator:
Dan Kuhn, P.E. #75519 -,A,: No, 75519
Florida Evaluation ANE ID: 10743
= 3 STATE of
- o • :Q.
Validator: 0 R I D P •\��
Locke Bowden, P.E. #49704 ,S/pNAL ENG .•
9450 Alysbury Place o�/3o y�75
Montgomery, AL 36117 /
Contents:
Evaluation Report Pages 1 — 5
FL#11651.15 R2•JUNE 15,2015
PRODUCT EVALUATION REPORT
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SUPPLY & MANUFACTURING
TM
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PLYWOOD
FLORIDA PRODUCT APPR.®VA,L N.O. 11651.15 R2
TM
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 1-'A2" 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: 7/8" 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: #10-12x1" Pancake Type A
'/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum l-/az" 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
Roof Areas Assembly A 4ssembly B Assembly C
Maximum Design Pressures -63.5 psf -121.75 psf -161 psf
Fastener Spacing ` Ne® C
Sealant No Yes No
Panel Clip
*Design Pressure includes a Safety Factor=2.0.
6 f
FL#11651.15 R2•JUNE 15,2015
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FLORIDA PRODUCT APPROVAL GUIKOast
SUPPLY & MANUFACTURING
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FLORIDM
A PRO '1 T APPROVAL NO. 11651.15 R2
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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-1 OA-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
-PRODUCT REPORT
ENGINEERING,KUHN
FLORIDAGulf Coast.
SUPPLY & MANUFACTURING
,
TM
r'3 4 ® • • PANEL OVER • •D
FLORIDA 'PRODUCT:,APPROUAL NO. 11651.15 R2
TM
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•JUNE 15,2015
PRODUCT EVALUATIOWREPORT
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SUPPLY & MANUFACTURING
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` FLORIDAfPRODUCT APPROVAL NO. 11651.15 R2 `x ,.
TM
ENGINEER LOAD TABLE:26 Ga.GulfLokTM 16"Wide Roof Panel over 15/32" Plywood
4.
Buildings having a Roof MeanuHeight,5.20 0 :'Roof Slope: 2"/12". - 12"/12" Gable or Hip Roof; Wind Speeds 120-
18.O.mph Exp`sure C Risk Cat g/ory�IlEnclos d.,;Building, based on Florida Building Code 2014. ;
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 SPACING SPACING SPACING SPACING SPACING
CDX� ;..
ZONE 1 (1i)#10-12x1" PLhY4WQOD 'ASSEMBLY Ar ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A iASSEMBLY�A'
ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B
ZONE 3 (1i)#10-12x1" CDX >ASSEY A _ASSEMBLY A ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B
PLYeWOOD ;
1.)PANEL DESCRIPTION:GULFLOKTM, MIN.26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, 'A" MIN. PENETRATION THROUGH PLYWOOD.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5'/a"O.C.ASSEMBLY A,-121.75 PSF AT 5'/e"O.C.WITH SEALANT
ASSEMBLY B,-161 PSF AT 5'/a"O.C.WITH CLIP ASSEMBLY C.PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &
TESTING.
4.)PLYWOOD DECKING:MIN.'s/h2"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/FBC 2014
5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014, SECTION 1609.1.5.
ZONE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or
ZONE 3 n 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
RIDGE �� I 16"COVERAGE
ZONE \\ \\\ I
i�__________ (1)#10-12X1"TYPEAPANCAKE
SPACING:SEE UPLIFT TABLE
�VE ASSEMBLY B
ZONE 2 GABLE ROOF 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT
-----------------
RIDGE !- a
-I I
I � (1)#10-12 X 1"TYPE A PANCAKE
I I SPACING:SEE UPLIFT TABLE
�-----
--------------- I-
______________- a ASSEMBLY C W/CLIP
I
ZONE 1 GuIlLok"CLIP 24 GA.
I I
`-------------- ---4F
(1)#10-12 X 1"TYPE A PANCAKE
\ ZONE 3 \-EAVE SPACING:SEE UPLIFT TABLE
FL#11651.15 R2•JUNE 15,2015
PRODUCT REPORT