HomeMy WebLinkAboutPRODUCT EVALUATION REPORTSCANNED
BY
St Lucie rhinf9, -�
C
MAR 13 ?013
ST. Lucie County, Permitting
Gulfcoat
SUPPLY & MANUFACTURING
Product Evaluation Report 003-0373
GULF COAST SUPPLY & MANUFACTUR!Nyy��__�T Av �'4L„�ITY BIS
�1) FOR COMP T " ION
TE__�(/5
26 Ga. 5V Crimp Roof Panel over 15132" PERMIT MUST DE KEPT ON J0.1
01 NO INSPECTION WML IRE MA- i !.
FL# 11651.12 R3 • OCTOBER 5, 2017
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,
I 14429 SW 2nd Place, Suite G30
f Newberry,. FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
THESE PLANS AND All. PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
QQMPhY WITh A APFWQABL- COpESA
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
LLC. CONTRACTOR OF RECORD
t%jilliff"I,
tgEL S.
= * No, 7551.9 --
STATE OF
T A,
S • Cap .�
L %N`,i�io�i2ox
, 1 50' " 11 li, ff 13 5 W� .1 � =rw'
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
*
Gull
SUPPLY & MANUFACTURING
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.
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 75/3z" plywood
decking. Non Structural application.
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Pain Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Thilckness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
#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 • OCTOBER 5, 2017
Table "A"
MaxltTtutrt Tat' I U fifttCJe53 n Pr ssL re
1 p
1'qB S si` `. "
P
� 5�sf i
P._
Fastener Pattern
Panel Rib
Panel Rib
Fa teer fi,L{ lfT�JnA s 2 .k
1bO 6
,& `4 > ^ "
�C�3
Design Pressure includes a Safety Factor = 2.0.
e■
0 V ■` g M,
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 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data: 1. i 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# 11651.12 R3 • OCTOBER 5, 2017
'CoaR%
Gulf
SUPPLY & MANUFACTURI
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including
Section 1 51 5.2 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, 11518.3, 1518.4.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing forl
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 all6wable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
I
— Z.
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
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# Vfi�Id G47� iUlfi SsiJUe
Mini' ,.-x
,z€„�
120
130
140 150
160
170
180
WIND
FASTENER
SUBSTRATE
Penetration) (MIN. do
n)
(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
#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
%e e
NE;
4K,
axv ���
"im.
I
1••"`i�l c:
.,r"x
x eT
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12" TYPE 1 12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
ZONE
#9-15x1.5"
Pllyw{o�od{ 12" TYPE�j1
12" TYPE
y1
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ZONE �\ ��
-------------------
'-ZONE 3 `-EAVE
FL# 11651.12 R3 - OCTOBER 5, 2017
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
"—X 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
-12"-- 12"
At Panel Lap