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Product Approval Menu > Product or ApRlication Search > Application List > Application Detail
FL # FL11651-113
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Gulf Coast Supply & Manufacturing, LLC.
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-0778
info@gulfcoastsupply.com
Eng David
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352)498-0778
info@gulfcoastsupply.com
David Eng
14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
david.eng@guifcoastsupply.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida Profess
Engineer
Evaluation Report - Hardcopy Received
Daniel S. Kuhn
PE-75519
Keystone Certifications, Inc.
04/12/2024
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
FL11651 R3 COI Cert of Independence 2017-10-09.pdf
Referenced Standard and Year (of Standard) Standard
FM 4471
TAS 100
TAS 110
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1992
1995
2000
2003
2012
2006
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL # E Model, Number or Name
.032" Aluminum SV Crimp
11651.1 T0
Method 1 Option D
10/10/2017
10/12/2017
10/17/2017
12/12/2017
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -108.5 psf @ 12" o.c. Install per manufacturers details. Not for
use in HVHZ Zones.
11651.2 10.032" Aluminum 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/-116.OPSF
Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf @ 5 3/16"
o.c. fastener spacing. Install per manufacturers details. Not for use in
HVHZ Zones.
11651.3 1 1" 24ga. Gulf Snap
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--131.OPS
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c. clip spacing
Install per manufacturers details. For use in HVHZ Zones.
11651.4
1" 24ga. VersaLoc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5PSF
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c. clip spacing.
Install per manufacturers details. For use in HVHZ Zones.
11651.5
1" VersaLoc .032" Aluminum
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.OPSF
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" o.c. clip
spacing. Install per manufacturers details. For use in HVHZ Zones.
11651.6
1.5" 24ga. Gulf Snap
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip
spacing. -116.0 psf @ 6" o.c. clip spacing. Install per manufacturers
detais. For use in HVHZ Zones.
11651.7 1.5" 24ga. VersaLoc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Description
Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 1 R3 Metal Roof Panel Detail-signe .pd
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 1 R3 0325vCrimp 15-32Piywood NonH
£igned.R4if
Created by Independent Third Party: Yes
Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Piyv
Installation Instructions
FL11651 R3 11 FL11651 2 R3 Metal Roof Panel Detail-sigr OAJ
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 2 R3 032GulfLok 16 15-
32Plywood NonHVHZ-signed pdf
Created by Independent Third Party: Yes
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 3 R3 Metal Roof Panel Detail-signed.pd
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 3 R3 124GuIfSnap 17 1 -
32PIy-w-q HVHZ-signed.p-if
Created by Independent Third Party: Yes
1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Installation Instructions--�___..._�._.___
FL11651 R3 II FL11651 4 R3 Metal Roof Panel Detail-sionn ,p-d
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 4 R3 24Versaloc SR 16.5 15-
1 plywood HVHZ-sioned,p, cif
Created by Independent Third Party: Yes
i" VersaLoc min .032" Aluminum over 15/32" Plywood w�
Instailation Instructions
FL11651 R3 II FLi1651 5 R3 Metal Roof Panel Detail-signed,pi
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
l FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc SR 16 15-
32Piywood HVHZ-Signed.p-df
Created by Independent Third Party: Yes
1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
} FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail-signed.od
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 6 R3 1.5 24GuIfSnap 16 is-
32P(ywood HVHZ-signe p-d
Created by Independent Third Party: Yes
^1.5" VersaLoc min 24ga. 16" wide Roof Panel over 15132" Plywood
Installation Instructions
FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail-signed.pdd
Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12" o.c. clip
spacing. Install per manufacturers details. For use in HVHZ Zones.
11651.8 i 2" 24ga. MegaLoc
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.SPSF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip
spacing. Install per manufacturers details. Not for use in HVHZ Zones.
11651.9
24 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/-96.7PSF
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf @ 5-1/8"
O.C. fastener spacing.-121.75 psf @ 5-1/8" fastener spacing. -161 psf @
5-1/8" fastener spacing. Install per manufacturers details. Not for use in
HVHZ Zones.
11651.10 124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.SPSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers details. Not for use
in HVHZ Zones.
11651.11 124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip
spacing. Install per manufacturers details. Not for use in HVHZ Zones
11651.12 126 Ga. 5V Crimp
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-156.SPSF
Other: -1O8.5 psf @ 12" o.c. fastener spacing. -156.5 psf @ 6" o.c.
fastener spacing. Install per manufacturers details. For use in HVHZ
Zones.
11651.13 26 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/-131.PSF
Other: -94.25 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. SV 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.SPSF
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.
11651.15126 Ga. Gulf Lok
Limits of Use
Approved for use in HVHZ: Yes
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 15-
2Plywood HVHZ-signed.pdf
Created by Independent Third Party: Yes
Min 24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail-signe .pd
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651. R3 AE_FL11651.8_R3 24VersaLoc 18 15-
J?Pjywood NonHVH2-signnd pdf
Created by Independent Third Party: Yes
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Installation Instructions
FL11651 R3 1I FL11651 9 R3 Metal Roof Panel Detail-signed.0
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651.4_R3 24GulfLok 16 15-
2P ywood NonHVHZ-signe .pdf
Created by Independent Third Party: Yes
Min 24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins ov
15/32" Plywood
:Installation instructions
FL11651 R3 II FL11651 10 R3 Metal Roof Panel Detail-signed.o
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 1x4 15-
32Plywood NonHVHZ-sigpgd.pdf
Created by Independent Third Party: Yes
Min 24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over
15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 it R3 Metal Roof Panel Detail-signed.g
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 it R3 24GulfSeam 18 15-
32Plywood NonHVHZ-signed pdf
Created by Independent Third Party: Yes
Min 26 Ga. SV Crimp Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail-sign,q
Verified By: Dan Kuhn, P.E. 75519
Created by independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 12 R3 265vCrimp 15-32Plvwood HVHZ
Slgneddf
.o
Created by Independent Third Party: Yes
Min 26 Ga. 5V Crimp over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail-signe R
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 13 R3 265vCrimp 15-32Piywood NonH
,gne .pdf
Created by Independent Third Party: Yes
Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32"
Plywood
Installation Instructions
FL11651 R3 II FL11651 14 R3 Metal Roof Panel Detail ig amp
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 14 R3 265vCrimp 1x4 15-
32Plywood NonHVHZ-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 15 R3 Meta( Roof Panel Detail-signned.p
Approved for use outside HVHZ: Yes Verified By: Dan Kuhn, P.E. 75519
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-161.OPSF 1 Evaluation Reports
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf @ 5 3/16" FL11651 R3 AE FL11651 15 R3 26GulfLok 16 15-32Plywoo H\j
spacing. -161.0 psf @ 5 3/16" o.c. fastener spacing. Install per Ligned,p- f
manufacturers details. For use in HVHZ Zones. 1 Created by Independent Third Party: Yes
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.SPSF
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. GulfPBR
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact 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 i 26 Ga. GulfPBR
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
11651.19 126 Ga. GulfPBR
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 {26 Ga. GulfPBR
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
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
installation Instructions
i FL11651 R3 II FL11651 16 R3 Metal Roof Panel Detail-signedp
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 16 R3 26GulfLok 16 IS-
322PIywood NonHVHZ-signe .pff
Created by Independent Third Party: Yes
Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood
i Installation Instructions
FL11651 R3 II FL11651 17 R3 Metal Roof Panel Detail-signed.p
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 17 R3 26GulfPBR 15-32Piywood NonH'
sig tie spy
Created by Independent Third Party: Yes
Min 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32"
Plywood
Installation Instructions—._._.....__
FL11651 R3 II FL11651 18 R3 Metal Roof Panel Detail-sigrn p
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 18 R3 26GulfPBR 1x4 15-32Plywood 1-
1igl>Q&LPAf
Created by Independent Third Party: Yes
Min 26 Ga. GulfPBR over 15/32" Plywood
Installation Instructions
FL_1_1651 R3 II FL11651 19 R3 Metal Roof Panel Detail-signe .p
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 19 R3 26GulfPBR 15-32PIl wood HVHZ
!i:igng�Lpdf
Created by Independent Third Party: Yes
Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 15/32" Plywood
Installation Instructions
FL11651 R3 II FL11651 20 R3 Metal Roof Panel Detail -signed p
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R3 AE FL11651 20 R3 26GulfPBR 1x4 15-
32PIlywood NonHVHZ-signed ppff
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CopyLight 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 se
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. *Pursuar
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds
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 wi:
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 liter
under Chapter 455, F.S., please click here .
Product Approval Accepts:
eC e6 CM
Credit Card
Safe
ASSEMBLY A/B
16" COVERAGE
(1) # 10-12 X 1" TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
ASSEMBLY C
1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT
FL# 11651.9 R3 * OCTOBER 5, 2017
(1) #10-12 X 1" TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
ASSEMBLY D W/CLIP
— GulfLok T" CLIP 24 GA.—
(1) #10-12 X 1" TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
I % t % I I I I I t I , , "
•tEEL S ,,
,�k C E IV
Z*: No. 7,5519
0 STATE OF
0 R I ID
'%O/VAL
"' * i % t'% 0/051201
. '.l a of H X ,
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
, Il 1, 111 111 111 ;i1i'l �
jqg ill: " I , jj� I I I �1:' ;;
Florida Product Approval #11651.9 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,
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Valiclator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL# 11651.9 R3 * OCTOBER 5, 2017
LLC. J
C E /V
Z*: No. 75519
z
STATE OF
�0-
R 19
'0"01VAL'r--t0,%%
, , , , " I - , - li� 1'i0/0'5'/20:L7
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, 7/8" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum '$%2" plywood
decking. Non Structural application.
Panel Material/Standards: Material: Minimum 24 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: 0.0235" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/8" Tall
Male Rib: 3/ " 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 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.
Design uplift Pressures:
Table "A" Maximum Design Pressures
µ�0. IM -;
Maximum Design Pressures 81.75 psf 96.75 psf
-121.75 psf -161 psf
bE' vJ"� _ 'C.;a4'z r'�'k'y i hn'.a k:' `Ng+ :+^ x•{*_'.w
IN
�
c. �. ," ,.. 4*tA'. `�"`� xi�",f ��. �:�' ��<`r a, .,x2 .t"'.s„"°q^'�.
m=,.t -_.
Sealant No No
Yes No
,�
AN
Y
*Design Pressure includes a Safety Factor = 2.0.
FL# 11651.9 R3 + OCTOBER 5, 2017
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. 117-0089T-05 Dated 06/2005
2. 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
3, TAS 125
Architectural Testing, Inc. (FBC Organization # TST-1527)
Report No. B9000.01-450-18, Dated 12/12/2012
4. 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 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.
FL# 11651.9 R3 • OCTOBER 5, 2017
/' ■ am 11:1 _.
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.
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# 11651.9 R3 • OCTOBER 5, 2017
AOM AO"' I & V2 X ,,
ENGINEER LOAD TABLE: 24 Ga. Gulf LokTM 16" Wide Roof Panel over 15/32" Plywood
4 Q'ff
'2110 M'411'a �,z 't
Owl AN INV, WE NO'
41
4-
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
(MIN. 1/4" (MIN. 15/32-) ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPEED Penetration)
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
=0 a
ffis
"a
ZONE (1) #10-1120" PLYCDWOX OD ASSEMBLY A
ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A
ASSEMBLY A ASSEMBLY A
5 SW
1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 24 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.) PANEL FASTENER: (1) #10-1 2X1 " PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 81.75 PSF AT 101/4" O.C. ASSEMBLY A, 96.75 PSF AT 51/8" O.C. ASSEMBLY B,
-121.75 PSF AT 51/a" O.C. WITH SEALANT ASSEMBLY C, -161 PSF AT 51/s" O.C. WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL
1897 TESTING BY FORCE ENGINEERING & TESTING.
4.) PLYWOOD DECKING: MIN.'5/32" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA
BUILDING CODE 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.
UID prv%r
3
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
less than either 4% of the minimum width of the building or 3 feet.
ASSEMBLY A/B
16" COVERAGE
(1)#10-12 X 1" TYPE A PANCAKE------/
SPACING: SEE UPLIFT TABLE
Aqqf=KARI Y r.
I/4"-5/W DIAMETER BEAD OFTITEBOND SEALANT—
#10-12 X V TYPE A PANCAKE—/4
SPACING: SEE UPLIFT TABLE
ASSEMBLY D W/CLIP
GutfLok" CUP 24 GA
SPACING: SEE UPLIFT TABLE