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fi � `a; 1 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/Emall,
Category Roofing
Subcategory Metal Roofing.
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
'. Evaluation Report-Hardcopy Receive&
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
R Validation Checklist-Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn'Eno:Ddf
FL-11651 R2 COI Letter of Name chanae.Ddf
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°/D2fTr... 1/20/2016
Florida Building Code Online • : Page 2 of 5
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 0 8118/2 0 15
Summary of Products
Go to Page Page 1/2
FL# Model,Number or Name Description
11651.1 0.032"Aluminum SV Crimp 0.032"5 V Crimp Aluminum Roof Panel over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R2 II 14FL116SI 1 R2 0325vCrimn �5=
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant:N/A FL11651 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-108.SPSF Verified By:Dan Kuhn,P.E.75519
Other:-108.5 psf @ 12"o.c.Install per manufacturers Created by Independent Third Party:Yes
details.Plot for use in HVHZ Zones. Evaluation Reports
FL1165i R2 AE 14FL11651 1 R2 0325vCrimp IS-
32Plvwood NonHVHZ.odf
Created by Independent Third Party:Yes
11651.2 0.032"Aluminum Gulf Lok 0.032"Aluminum 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_2 R2 032GuIfLok 16 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant:N/A FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-116.OPSF Verified By:Dan Kuhn,P.E.75519
Other:-52.5 psf @ 5 3/16"o.c.fastener spacing. Created by Independent Third Party:Yes
-116.0 psf @ 5 3/16'o.c.fastener spacing.Install per Evaluation Reports
manufacturers details. Not for use in HVHZ Zones. FL11651 R2 AE 14--ri11651 2 R2 032GuifLok 16 15-
32Plvwood NonHVHZ.pdf
Created by Independent Third Party:Yes
11651.3 1"24ga.Gulf Snap I'Gulf Snap 24 Ga.17"wide Roof Panel over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.pdf
Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 3 R2 1 24GulfSnap 17 15-
Impact Resistant:N/A 32Plvwood HVHZ..Ddf
Design Pressure:+N/A/-131.0PS Verified By:Dan Kuhn,P.E.75519
Other:-67.3 psf @ 24"o.c.clip spacing.-131 psf @ 6" Created by Independent Third Party:Yes
o.c.clip spacing.Install per manufacturers details.For Evaluation Reports
use in HVHZ Zones. FL11651 R2 AE 14FL11651 3 R2 1 24GuifSnap 17 15-
32Plywood HVHZ..pdf
Created by Independent Third Party:Yes
11651.4 1"24ga.VersaLoc 1"VersaLoc 24ga 16.5"Wide Roof Panel over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 24VersaI-oc SR 16.5 15-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf
Impact Resistant:N/A FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..pdf
Design Pressure:+N/A/-138.SPSF Verified By:Dan Kuhn,P.E.753-19•
Other.-71 psf @ 24"o.c.clip spacing.-133.5 psf @ 6" Created by Independent Third Party:Yes
o.c.clip spacing.Install per manufacturers details.For Evaluation Reports
use in HVHZ Zones. FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16.5 15-
32Plywood_HVHZ..pdf
Created by Independent Third Party:Yes
11651.5 1"VersaLoc.032"Aluminum 1"VersaLoc.032'Aluminum over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 5 R2 Sin 032VersaLoc SR 16 15-
Approved for use outside HVHZ:Yes 32Plvwood HVHZ..pdf
Impact Resistant:N/A FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detaii..pdf
Design Pressure:+N/A/-101.OPSF Verified By:Dan Kuhn,P.E.75519
Other:-63.3 psf @ Z4"o.c.clip spacing.-101.0 psf @ Created by Independent Third Party:Yes
6'o.c.dip spacing.Install per manufacturers details. Evaluation Reports
For use In HVHZ Zones. FL11651 R2 AE 14FL11651 5 R2 iin 032VersaLoc SR 16 15-
32Plvwood HVHZ..pdf
Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgsQFc5K%2fFr... 1/20/2016
. - - . . GuIfCoas ,
SUPPLY & MANUFACTURING
ROOF PANEL OVER • •
FLOI•
TP1
Product Evaluation Report
GULF COAST SUPPLY&MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15132"Plywood
Florida Product Approval#11651.13 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)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply& Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 +� DEL S,
� r
Engineer Evaluator: � 4 : No,
7551.9 -
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
�' STATE
r
Validator: �i'•`�0RID� •` ;
Locke Bowden, P.E. #49704 R'1"01VAL
�f flll Liti
9450 Alysbury Place o630207$
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 -S
FL#11651.13 R2•JUNE 15,2015
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SUPPLY & MANUFACTURING
5V
• ■ • • PANEL OVER • •
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Compliance Statement: The product as described.in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel,26 Ga.Steel,24" Coverage,through fastened
roof panel with fasteners in the panel flat over minimum IS/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: 24"Coverage
Rib Height: 3/8" Major Rib
Panel Fastener: #f9-15xl.5"with sealing washing.in the flat of the panel or approved equal,
1/a" minimum penetration through plywood.
Corrosion Resistance:Per Florida Building Code 2014, 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 2014.
Design Uplift Pressures: Table"A"
;Design
atter9.5"-2"-9.55essure includes a Safety Factor=2.0.
FL#11651.13 R2•1UNE 15,2015
f,
® . , , , . . . . Gulfs
SUPPLY & MANUFACTURING
5V
26 GA. • ROOF PANEL OVER • •
FLORIDA. PRODLIC
TPA
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. 117-0053T-05&117-0331T-08
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.
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#11651.13 R2•JUNE 15,2015
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• . . . : GuIfCoast
SUPPLY & MANUFACTURING
26 • 5VCRIMP ROOF PANELOVER • •
FLORIDA f
TM
ENGINEER LOAD TABLE:26 Ga.5VCrimp Roof Panel over 15/32"Plywood
NET!
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
.
ZONE 2 419-15x1.5" Plywood 16'TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
if
1.)PANEL DESCRIPTION:5V CRIMP,MIN.26 GA.,GRADE 80,24"COVERAGE.
2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN.A" PENETRATION.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16"O.C.FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0
PSF @16"O.C.FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125,UL 580AJL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.1%2"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
ZONE2 HIP ROOF a. Note-Dimension(a)is defined as 10%of the minimum width of the building or
�I ZONE3 rP a 400%of the mean height of the roof,whichever is smaller,however,(a)cannot be
lessthan either 4%of the minimum width ofthe building or 3 feet.
RIDGE
TYPE 1 FASTENER PATTERN
' ------ A (1) #9'-15'x 1-i'/2 HWH w/Sealing�Washer
ZONE 1``\�\ �� 12" 12"
s
/ -- -------\
EAVE At Panel Lap
ZONE GABLE ROOF 7�
zt _
— — ------------------j 1a
<; TYPE 2 FASTENER PATTERN
�/--RIDGE ' (1) #9-15 x 1-1/2" HWH w/Sealing Washer
-;-------i----'-----------
--------------
ZONE 1 -
t � I
t
\�_ZONE3 VEAVE
FL#11651.13 R2.1UNE 15,2015
ENGINEERING,KUHN
i
• � • • • r• r . . . . •
Gulfco �td
SUPPLY & MANUFACTURING
5V
26 GA. ■ ROOFPANEL OVER • •
TN+
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#11651.13 R2•JUNE 15,2015