HomeMy WebLinkAboutPRODUCT EVALUATION REPORTy i SCANNED
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SUPPLY & MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
I26 Ga. SV Crim Roof Panel over 15132,. Plywood
RECEIVED Florida Product Approval #11651.12 R3
Florida Building Code 2017
MAR 2 10?8 Per Rule 61 G20-3
Method: 1 -D
ST. Lucie county, Permitting
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
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I Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
I14429 SW 2nd Place, Suite G30
Newberry, FL 32669 EL S+�'''�
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
FL# 11651.12 R3 •OCTOBER 5, 2017
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Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.12 R3 •OCTOBER 5. 2017
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RIDA PRODUCT APPROVAL
Gulfoast
SUPPLY & MANUFACTURING
The produ'd as described in this report has demonstrated compliance with the
Florida Bu Iding 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 15/3a" plywood
decking. on Structural application.
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.
Thickness: 0.018" Minimum
Width: I 24" Coverage
Rib Height: 3/8" Major Rib
#9-15xi' .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
Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design
l of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Table! "A"
Pattern I Panel Rib I Panel Rib
Design Pressure includes a Safety Factor = 2.0.
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. , .PRODUCT APPROVAL GuIX6a t
SUPPLY & MANUFACTURING
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Code Compliance: The product �escribed 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
requirementstscribed
f the Florida Building Code 2017, as relates to Rule 61 G20-3.
oduct
Performance Standards: The prherein 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 =t:
• TAS 110-00 - 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. 117-0065T07A-C, Dated 01/262007
2. TAS 1I00-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST 1654)
Repo No. T130-07, Dated 02/28/2007
Repo I No. T215-08, Dated 07/08/2008
3. TAS 1I10-00: Valspar Fluropon coated metal panel testing
A) ASI M G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certif;cate 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
3. ASTMS 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
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SUPPLY & MANUFACTURING.
Minimum Slope Range: Minimum Slobe shall comply with Florida Building Code 2017, including
Section 151512 and in accordance with Manufacturers recommendations. For
slopes less thn 3:12, lap sealant must be used in the panel side laps.
Installation:
Underlayment:
Install per Manufacturer's recommended details and RAS 133.
Per Manufactlinstallation Florida Building Code 2017 Section
rer's guidelines'per
1518.2, 15181.3, 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 wi hin the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear DiaphrZrn values are outside the scope of this report.
Design Procedure:
For roofs witl- in 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 paramete's 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
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SUPPLY & MANUFACTURING
ENGINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15/32" Plywood
120
1130
140
150
160
170
180
MIND FASTENER
SUBSTRATE
(MIN. 1/4"
SPEED penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
I 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
ZONE 3 1 #9-15x1.5" I Plywood 1 12" TYPE 1 1 112" TYPE 1 1 12" TYPE 1 1 12" TYPE 1 1 12" TYPE 1 1 12" TYPE 1 1 12" TYPE 1
YID DAM
cvnc c ZONE 3
----------------•—
`� \ RIDGE
\ \ /
I
ZONE1 \\\ \\
------------------�
_...:....,a
ZONE Z GABLE ROOF
..... ..... a
...... .... ...... ..... .._ ._..._. __ .._ _._ .._...... _._ ......_. ... —,
! I
I RIDGE
-l----------------------._.I.. ..._.. a
I
ZONE 1
I I
` ZONE EAVE
FL# 11651.12 R3 • OCTOBER 5, 2017
e: Dimension (a) is defined as 10% of the minimum width of the building or'
6 of the mean height of the roof, whichever is smaller, however, (a) cannot be
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