HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFING PAPERWORKIf �:. Y
& .MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC,
26 Ga. 5V Crimp Roof Panel over 13132" 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: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 11E
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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# 11651.13 R3.00TOBER 5.2017
• �,� C E Ns. , •�,
* ; No. 7551,9
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SUPPLY & MANUFACTURING
Product Description:
Panel Material/Standards:
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i
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15/V' 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.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Thickness:
0.018" Minimum
Width:
24" Coverage
Rib Height:
3/s" Major Rib
#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
Minimum t5f32" 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.
Table "A"
1w �;
".4
Fastener Pattern
12"-12"
9.5"-2"-9.5"
1100
Design Pressure includes a Safety Factor = 2.0. .
GulfCo'%k
SUPPLY & MANUFACTURING
I
Evaluation Report Scope:
F erformance Standards:
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Reference Data:
lest Standard Equivalence:
Quality Assurance Entity:
Minimum Slope Range:
Installation:
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Underlayment:
Roof Panel Fire Classification:
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Shear Diaphragm:
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 1897-12 - 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 & 117-0331 T 08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) Q 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 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.
Install per Manufacturer's recommended details.
Shall comply with Florida Building Code 2017 section 1507.1.1.
Fire classification is not part of this acceptance.
Shear Diaphragm values are outside the scope of this report.
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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.
ENGINEER LOAD TABLE 26 Ga. 5VCrlmp Roof Panel over 15/32" Plywood yc
.'-4w - 4 A q� "" II �T' �' 1 o- I�.c'q M, l I+ Gig � SLR S`'0.1
B�tpgs h� g aih�oof Me���gh24)�r°W yY.'a, k��
180[nplh>4�(posure��RFsE���tegor�.I1�Er>�ose B_ ufltlirl,fr� o�`�� �e2U
130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4 (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
M.
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r s F
,ZQNE115'�7
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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
s tr -,w t rP
-"ram'.&";'
Dfia' ..
.. r w r1b� ib" TYPE 1 Wit$" 11Ps:-2� i 1YQE2�
5�ZOI3��ooc116�It�
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. 'A" 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.. 75/u" 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.
NIP ROOF
a- - - - - -
ZO
NE Z -- ZONE 3 I I
RIDGE
ZONE 1 ,
--------- —---EAVE
--\�
Note: Dimension (a) is oerinea as -iuw oT Tne innomum MUL11 V1 L—
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
tea' less than either 4% of the minimum width of the building or 3 feet.
ZONE 2
I GABLE ROOF
'L�—------------------ -;a
RIDGE
----------'
---------_-- a
" ZONE 1
i
`ZONE3 rwt
FL# 11651.13 R3 • OCTOBER 5, 2017
TYPE FASTENER PATTERN
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
12" 12°
At Panel Lap—�
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer