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G61Coast
SUPPLY & MANUFACTURING
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Product Evaluation Report -SCANNED
'GULF COAST SUPPLY & MANUFACTURING, LLC BY
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26 Ga. 5V Crimp Roof Panel over 15132" Plywood
F orida Product Approval #11651.13 R31
Florida Building Code 2017
Per Rule 61 G20-3 2
Method: 1 -D v(�� `�
LE.C.QPe�
FL# 11,651.13 R3 •. OCTOBER 5, 2017
Category: Roofing
Subcategory: Metal Roofing
ompliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
If Coast Supply & Manufacturing, LLC.
14.429 SW 2nd Place, Suite G30
Newberry, FL 32669 %%%r PN1EL S, k
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validato'n
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
No, 75519 -
STATE OF Q
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PRODUCT APPR.. GUIX06st
SUPPLY & MANUFACTURING
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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 15/32" 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: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
j
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
`
Rib Height: 3/s" 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 1-/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:
11,651.13 R3 • OCTOBER 5, 2017
Table "A"
Maximum -total ,Uplif Design Pressure 94.25 psf 13,1.E psf
Fastener Pattern 12"-12" 9.5"-2 9.5".
Fastener Pattern Spacing 16" O C:P 16"
Design Pressure includes a Safety Factor 2.0.
L
Code Compliance:
Evaluation Report Scope:
Performance Standards:
Reference Data:
Test Standard Equivalence:
Quality Assurance Entity:
GUIX66ft
SUPPLY & MANUFACTURING
The product described herein has demonstrated compliance with the .
Florida Building Code 2017, Sections 1504.3.2.
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.
The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies.
UL 1897-1.2 -Uplift Test for Roof Covering Systems.
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)
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.
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 Ranger 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 Classificatio : Fire classification is not part of this acceptance.
Shear Diaphragm:I Shear Diaphragm values are outside the scope of this report.
11.651.13 R3 • OCTOBER 5, 2017
W14
Design Procedure:
11651.13 R3 • OCTOBER 5, 2017
GulfCoast
SUPPLY & MANUFACTURING
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 fastenerspacing listed herein shall
riot 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.
WIZ4
GuIfCo6 t
SUPPLY & MANUFACTURING
EIlGINEER LOAD TABLE: 26 Ga. 5V
rimp Roof Panel over 15/32" Plywood
•Byy�tldings'having,a Roof Mean'Herght�'
20 -0", Roof Slope:,2'712"-12"/12" 'Gable or Hip, Roof ,.Wlnd Speeds.120
1$Omph;'Expbsure C; Risk GategoiV [I,,"Enclosed
Building, based orl,F"lorida'Building Code 2017.-
120
130
140
150
160
176 "'
180
IIND
FASTENER
.SUBSTRATE
PEED
(MIN. U4"
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
ZONE`
1
#19-15X1.5"
' aPyywood
16" TYPE"'1
16" TYPE 1'
1fi" T1+PE 1
16" TYPE 1
16" TYPIE 1 "
16" TYPE 1
16' TYPE`1 {.
ONE 2 "
- 0-15X7"3"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
ONE.3 :
,#9-15x1.5", ;�
Plywood ,
" , 16" TYPE 1
' 16" TYPE1
18" TYPE 1,
� 16" TYPE 1
16" TYPE 1 `'
16" TYPE 2
16" TYPE, 2, .
1.
PANEL DESCRIPTION: 5V CRIMP, MIN
26 GA., GRADE 80, 24"COVERAGE.
2.
PANEL FASTENER: #9-15X1.5" HWH.
NITH SEALING WASHER W/ MIN. '/4" PENETRATION.
3.
MAXIMUM ALLOWABLE PANEL UPLIFT
PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
P5
@16" O.C. FASTENER SPACING TYPE
2'FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.1
PLYWOOD DECKING: MIN. 15/32'.THIC
< PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.1
ROOF SLOPE: ON ROOF SLOPES LESS
rHAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6q,
LOAD TABLE BASED ON WIND PRESS
RES CALCULATED PER ASCE 7-10 (KD = 0,85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
C
DE 2017.
;I
ZONE 2 HIP ROOF
- - - .- .ZONE:
►. - - -
\� y RIDGE
I V t
ZONE 1
-----------------
ra), Note: Dimension (a) is defined as 10% of the minimum width of the building or
a 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.
TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
i
* I
,�---1211 1211
At Panel Lap---/X
2 GABLE ROOF
1 Ja
I
�
\
I
-RIDGE
4 - - - - - - - - -
- - - - - - - - - - -
- +
_a
\11—
ZONE1
I
_.
_______.-_--_--_._---
--4
"a-ZONE'3 `-SAVE .
11,651.13 R3 . OCTOBER 5, 2017
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealiing Washer