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Product Approval Menu >product Or Applicatlov Search> Aopikatlon List> Application Detail St. Lucie Coo*
FL #
FL11651-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Gulf Coast Supply & Manufacturing, LLC.
Add ress/Phone/Email
4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352) 498-0778
info@gulfcoastsupply.com
Authorized Signature Ray Bowen
info@gulfcoastsupply.com
Technical Representative David Eng
Add ress/Phone/Email 14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
info@gulkoastsupply.com
Quality Assurance Representative David Eng
Address/Phone/Email 14429 SW 2nd PI
Ste G30
Newberry, FL 32669
(352) 498-0778
david.eng@guifcoastsupply.com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 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
L� Validation Checklist - Hardcopy Received
Certificate of Independence FL11651 R3 COT Cart c df
Referenced Standard and Year (of Standard) Standard year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/12/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products
Go to Page 0 0 0 Page l/ 2 0 0
FL #
Model, Number or Name
Description
11651.1
0.032" Aluminum SV Crimp
Min 0.032" 5 V Crimp Aluminum Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 11 FL11651 1 R3 Metal Roof Panel De[all-
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-308.5PSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" ox. Install per manufacturers
Evaluation Reports
details. Not for use in HVHZ Zones.
32Plvwood NanHVHZ-sioned.odf
Created by Independent Third Party: Yes
11651.2
0.032" Aluminum Gulf Lok
Min 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 R3 11 FL11651 2 R3 Metal Roof Panel DE121L
sioned.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-116.OPSF
Created by Independent Third Party: Yes
Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -116.0 psf
Evaluation Reports
@ 5 3/16" o.c. fastener spacing. Install per manufacturers
FL11651 R3 AE FL11651 2 R3 032Gulfl-ok 16 IS -
32Plvwood Non HVHZ-sioned.Ddf
details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.3
1" 24ga. Gulf Snap
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
EL11651 R3 II FL11651 3 R3 Metal Roof Panel De[ail-
sianed.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/--131.OPS
Created by Independent Third Party: Yes
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6" o.c.
Evaluation Reports
clip spacing. Install per manufacturers details. For use in HVHZ
FL11651 R3 AE FL11651 3 R3 I 24GulfSnap
32Plvwood HVHZ-sioned.ndf
Zones.
Created by Independent Third Party: Yes
11651.4
1" 24ga. Versal-oc
1" Versal-oc 24ga 16.5' Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 11 FL11651 4 R3 Metal Roof Panel Datail-
sioned.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-138.5PSF
Created by Independent Third Party: Yes
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6" o.c.
Evaluation Reports
clip spacing. Install per manufacturers details. For use in HVHZ
FL11651 R3 AE FL11651 4 R3 24Versal-6c
32Plvwood HVHZ-sianed.odf
Zones.
Created by Independent Third Party: Yes
11651.5
1" Versal-oc .032" Aluminum
1" Versal-oc min .032" Aluminum over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL11651 R3 11 FL11651 5 R3 Metal Roof Panel Detail -
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519 -
Design Pressure: +N/A/-101.OPSF
Created by Independent Third Party: Yes
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @ 6" o.c.
Evaluation Reports
clip spacing. Install per manufacturers details. For use in HVHZ
FL11651 R3 AE FL11651 5 R3 lin 032Versal-oc
Zones.
SR 16 15-32Plvwood HVHZ-sianed.Odf
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 R3 IT FL11651 R3 M P t I
sioned.0df
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-116.OPSF
Created by Independent Third Party: Yes
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
Evaluation Reports
o.c. clip spacing. -116.0 psf @ 6"o.c. clip spacing. Install per
FL11651 R3 AE FL11651 R3 1.5 24GulfSnap
32Plvwood HVHZ-sioned.udf
manufacturers detals. For use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.7
1.5" 24ga. Versal-oc
1.5' Versal-oc min 24ga. 16" wide Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 11 FL11651f Panel DetAL
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-123.5PSF
Created by Independent Third Party: Yes
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @ 12"
Evaluation Reports
o.c. clip spacing. Install per manufacturers details. For use in
FL11651 R3 AE FL11651 7 R3 1.5 24Versal,oc 16 IS-
32Plvwood HVHZ-sianed.odf
HVHZ Zones.
Created by Independent Third Party: Yes
11651.8
2" 24ga. Megal-oc
Min 24 Ga. 2" Megal-oc 18" wide Roof Panel over 15/32"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail -
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-108.5PSF
Created by Independent Third Party: Yes
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @ 12"
Evaluation Reports
o.c. clip spacing. Install per manufacturers details. Not for use
FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 15-
32Plvwood NonHVHZ-sianed.udf
in HVHZ Zones.
Created by Independent Third Party: Yes
11651.9
24 Ga. Gulf Lok
Min 24 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLA1651 R3 II FLA15513 Metal Roof Panel DgLWL
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-96.7PSF
Created by Independent Third Party: Yes
Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. -96.76 psf
Evaluation Reports
@ 5-1/8" o.c. fastener spacing.-121.75 psf @ 5-1/8" fastener
FL11651 R3 AE FL11651 9 R3 24GulfLak 16 15-
32Plvwood NonHVHZ-sinned.0df
spacing.-161,psf @ 5-1/8" fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.10
24 Ga. Gulf Seam
Min 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 R3 11 FL11651 10 R3 Metal Roof Panel Detall-
sioned.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-93.5PSF
Created by Independent Third Party: Yes .
Other: -93.5 psf @ 18" o.c. Install per manufacturers details.
Evaluation Reports
Not for use in HVHZ Zones.
FL11651 R3 AE FL11551 10 R3 24GulfSeam 16 Ix4
32Plvwood Non HVHZ-siuned.udf
Created by Independent Third Party: Yes
11651.11
24 Ga. Gulf Seam
Min 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
FL11551 R3 IT FL11651 f Panel Detall-
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-108.SPSF
Created by Independent Third Party: Yes
Other: -69.25 psf @ 24" O.C. clip spacing. -108.5 psf @ 12"
Evaluation Reports
o.c. clip spacing. Install per manufacturers details. Not for use
FL11651 R3 AE F
32Plvwood Non HVHZ-sianed.0df
in HVHZ Zones.
Created by Independent Third Parry: Yes
11651.12 26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 11 FL11651 12 R3 Metal Roof Panel Detal-
sloned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.SPSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
Evaluation Reports
6" o.c. fastener spacing. Install per manufacturers details. For
FLIIGSI R3 AE FL11651
32Plvwood HVHZ-sianed.odf
use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.13 26 Ga. 5V Crimp
Min 26 Ga. 5V Crimp over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 II FL11651 13 R3 Metal Roof Panel Detail -
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-131.PSF
Created by Independent Third Party: Yes
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0 psf @
Evaluation Reports
16" o.c. fastener pattern. Install per manufacturers details.
FL11651 R3 AE FL11651 13 R3 265vCrimo I5-
32Plvwood NonHVHZ-sianed.odf
Not for use In HVHZ Zones.
Created by Independent Third Party: Yes
11651.14
26 Ga. SV Crimp
Min 26 Ga. SV Crimp Roof Panel over lx4 Wood Purlins over
15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Metal Roof Panel Detail -
sianed.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-156.5PSF
Created by Independent Third Party: Yes
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5 psf @
Evaluation Reports
6" o.c. fastener spacing. Install per manufacturers details. For
FL11651 R3 AE FL11651 14 R3 265vComo Sx4 15-
32Plvwood NonHVHZ-sioned.odf
use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.15
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 11 FL11651 15 R3 Metal Roof Panel De ai
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-161.OPSF
Created by Independent Third Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psi
Evaluation Reports
@ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c. fastener spacing.
FL11651 R3 AE FL11651 15 R3 26Gulfl.ok 16 15-
32Plvwood HVHZ-sioned.odf
Install per manufacturers details. For use in HVHZ Zones.
Created by Independent Third Party: Yes
11651.16
26 Ga. Gulf Lok
Min 26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
FL11651 11 FL11651 16 R3 Metalof Panel Detall-
sicned.odf
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-63.5PSF
Created by Independent Third Party: Yes
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing.-121.75 psf
Evaluation Reports
@ 5 3/16" fastener spacing. -161 psf @ 5 3/16" fastener
FL11651 R3 AE FL11651 16 R3 26GuIfLok 16 IS -
32Plvwood NonHVHZ-sicned.odf
Created by Independent Third Party: Yes
spacing. Install per manufacturers details. Not for use in HVHZ
Zones.
11651.17
26 Ga. GuIfPBR
Min 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIX651 R3 If FL11651 17 R3 Metal Roof Panel Detall-
sioned.odf
Approved for use outside HVHZ: Yes
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 psi @ 24" o.c. fastener pattern. -154.75 psf @
Evaluation Reports
12" o.c. fastener pattern. Install per manufacturer details. Not
FL11651 R3 AE FL11651 17 R3 2GGulfPBR IS -
for use in HVHZ
32Plvwood NonHVHZ-sianed.odf
Created by Independent Third Party: Yes
11651.18
26 Ga. GuIfPBR
Min 26 Ga. GuIfPBR Roof Panel over 1x4 Wood Purlins over
15132" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 It FL11651 18 R3 Metal Roof Panel Detail -
sjaned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-151.7PSF
Created by Independent Third Party: Yes
Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75 psf @
Evaluation Reports
12" fastener spacing. Install per manufacturer's details. For
FL11651 R3 AE FL11651 18 R3 26GuIfPBR Ix4 15-
use in HVHZ Zones
320vwood HVHZ-sianed.odf
Created by Independent Third Party: Yes
11651.19
26 Ga. GuIfPBR
Min 26 Ga. GulfPBR over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R3 11 FL11651 19 R3 Metal RoofPanel D
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 7SS19
Design Pressure: +N/A/-154.7PSF
Created by Independent Third Party: Yes
Other: -60.5 psf @ 24" o.c. fastener spacing.-154.75 psf @
Evaluation Reports
12" o.c. fastener spacing. Install per manufacturer's details.
FL11651 R3 AE FLI1651 19 R3 26GulfPBR IS -
For use in HVHZ Zones.
32Plvwood HVHZ-sinned Ddf
Created by Independent Third Party: Yes
11651.20
26 Ga. GUIfPBR
Min 26 Ga. GUIfPBR over 1x4 Wood Purlins over 15132"
Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11651 R3 11 FL11651 20 R3 MetalRoof Panel
sioned.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Dan Kuhn, P.E. 75519
Design Pressure: +N/A/-151.7PSF
Created by Independent Third Party: Yes
Other: -94.25 psf @ 24" o.c. fastener spacing.-151.75 psf @
Evaluation Reports
12" fastener spacing. Install per manufacturer's details. Not for
FL11651 R3 AE FL11651 20 R3 26GuIfPQR
32P[vwood Non HVHZ-sianed.Ddf
use in HVHZ Zones
Created by Independent Third Party: Yes
Go to Page 00 Page 1/ 2 0 0
Buck Ne t
Conrad Us 2601 Blair Stone Road. Waliessee a 32399 Phone: 850-487-1824
The State of Florlda Is an MIEEO employer. COovriahe 2007-2013 State of Floritla.:: privacy statement :: Accessibility statement :: Refund Statement
Under Florida law, emall addresses are public records. It 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 mall. If you have any questions, please contact 850.487.1395. "Pursuant M Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email acid ress if they have
one. The emaiis provided may be used for official communication with the licensee. 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 45S, 6S.,
please dick here .
Product Approval Accepts:
® ® ® H]
Credit Card
Safe
fo
Product Evaluation Report L;pr
GULF COAST SUPPLY & MANUFACTURING, LLC. S' Lucie Cou*
26 Ga. SV Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.13 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.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
01,,,1,,,,,11
�,OPNtEL S, h.Gy
\GEIV"
q 2
F'
Engineer Evaluator:
* : No, 75519
Dan Kuhn, P.E. #75519 --
�
Florida Evaluation ANE ID: 10743
=v
STATE
P
Validator:
';SS •.. D
Locke Bowden, P.E. #49704
.
�11,;0NAL eoG `
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, 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 Isla" 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: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/a" Major Rib
Panel Fastener:
#9-15x1.5" with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum'sA2" 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"
�M m �ToYa(g�i`! . esignlPressfi�
't94'25 psf�' � „�
�1�,fla"�P��z`>¢
Fastener Pattern
12"-12"
9.5"-2"-9.5"
VC01MI� r
Design Pressure includes a Safety Factor = 2.0.
_0 4�0�_a
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. 117-0053T-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 1897-12 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. 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 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.
_�4 4���_a
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
EILAIdings havfrig a Roof Me4 height 5 20`, k,s af'Slope !,
12'fY2,1tep)e or Hf Roof; Wind SpeodS,120
S�mgh, Expog E, RiskCaiyory iE, Encjg Btiilcfing
aoFlonda B �1i,�¢`}ng Code 2£3j:'-
. _v
s,
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4"
Penetration)
(MIN. 15l32")
ON CENTER
OCENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
S
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
,,
";ZONE 1
f)9;t5k1.5
Ptyood
16"TYpEit
16"TYPt,�'16"TYPE115'TYPE'1
Sfi RTY,PEt,
76 TYPf�7'
76"TYPE;'j;;
ZONE 2
#9-15X1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
ZONE 39-YSK1;5
/F
PiyWood
!l
46 �Y `-X'
1�P3�'
76"TYrer
iI'
�16"TYPE1
76 TYPE1
1'�.:
:Y6 iVPEa
r
16 2
'
76"TYPfi`
,.t,.
✓.,
,-
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. V4" 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 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 1sh2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
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 2017.
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Note: Dimension (a) is defined as 10% of the minimum width of the building or
-tea 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.
ZON2 GABLE ROOF )a-r
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FL# 11651.13 R3 • OCTOBER 5, 2017
TYPE FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
12"I�1211
At Panel Lap1
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer