HomeMy WebLinkAboutPRODUCT EVALUATION REPORT• SCANNED
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ST. Lucie County, Permitting
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
26 Ga. SV Crimp Roof Panel over 75132" Plywood
Florida Product Approval #11651.12 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
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Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 % ,,,xeL S0��" ,
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
)Ar , No, 75519
�'. STATE OF '
' .
%Sl"IVAL ENCa��•
�'��►iiiii.I" 10/05/20177
Contents:
Evaluation Report Pages 1 — 5 File COP$/
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
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: 50.0 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: 3/8" Major Rib
Panel Fastener:
#9-15x1.5" with sealing washing through panel rib.
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:
FL# 11651.12 R3 9 OCTOBER 5, 2017
Table "A"
OaxttnurrVTc�tal
Fastener Pattern
Panel Rib
Panel Rib
i ?
Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, 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 2017, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 1 10-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 117-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. 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
4. 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.
3. ASTM G 155 is equivalent to ASTM G26
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#i 11651.12 R3 • OCTOBER 5, 2017
Ago" -ax :` al
y
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1515.2 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 and RAS 133.
Underlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
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 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
FL# 11651.12 R3 • OCTOBER 5, 2017
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
'Eld diffS�t&ing
Cl
Hip k W,
A'�,V_ kl6ww bdfi�
i
Aid I T R0
En
0114 lie,
d, 7
r
120
130
140
150
160
170
180
MIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4"
(MIN. 15132")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
Penetration)
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE
#9-15x1.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12"TYPE 1
12"TYPE 1
742"`TT_YPEi4,'
"'Wr
Al2
Y
�421!,41411P,1�1
_4
ZONE
#9-15x1.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12"TYPE 1
12"TYPE 1
12" TYPE 1
.T
Q xi
47" 'G' 5HEROW" N`14,'��PE%TMIIQ
' 9 �5
-IN
M 10WA, jl� "'T �3i)'MMUM SFASASTENER-51 L BLE� _ANEVUPLIFTPRE$� SPA, E�V; q, - 1h R
D"
"TENER,zS'PAC,,[N.G,"T��YPE,�2"FAS,,TE,,N� "t", -_§AS '8 A'99-, ,TEST ,TSFfQ,6,T-O,'C`F4S ii-A IN !;
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W, N DQ J-6125 E4 G
0
'PL ',THIC X 'T)� YWOOD-1 X ' RL K K' I
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TABLE TW� INDRRESSURF 'GQATEDePER BUILDING.
Aj',,LOAD;� B AS 0 ON L AS
A-
-C, t: 4,111'L"1;A1
"ID RAM
ZONE 3,�
- ---------------
is
-RIDGE
..... ....
...
..... .....
..... ..... .. ..... .... ..
ZONE I
------------ -
ZONE 2
GABLE ROOF a
n
/--RIDGE
. .. ..... . . .. ... . . ... ..... . . .. .....
.. . ..... .... .... ..... ..... ..... .... ..... ..... ..... ..... ..... .
4 - - - - - - - - -
- - - - - - - - - - - - - ---
------ a
q
ZONE 1
I' A.
-ZONE 3 _MVh
FL4 11651.12 R3 - OCTOBER 5, 2017
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.
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
-1211 1211
At Panel Lap--/