HomeMy WebLinkAboutPROJECT INFORMATIONG ull
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SUPPLY Fe IMANJUFACTUR
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
2 6 G 5 V rui I
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:
GtAf Coast Supply & ManufacuHng, LLC.
14429,SW 2nd Place, Suite G.30
-
Newberry, FL 32669 0", Dl� jAXF-L S. A-i"......
Engineer Eva ' ivator:
Dan Kuhn, RE. 475519
Florida Evaluation ANE ID: 10743
Validator:
Loclk,e Soi&yal(an. PE.
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaivatzo,n Rqport pages'l - 5'
FL# 11651.13 R3 - OCTOBER 5, 2017
V..
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No. 75519
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Compliance Statement:'
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
11651.13 R3 m OCTOBER 5, 2017
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Gulft9 e drG "� irrC fi�"`C k1 �Pt`j SUPPLY & M'ANUFACTURING
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/k" 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 1507A3.
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/a" Major"Rib
#9-15xl .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 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.
Table ",A"
I llaxirnurriF%tal Upir C Desrgr i�resstr e
94 5,ps ;�
1`-3 psfi '
Fastener Pattern
12"-12"
9.5"-2"-9.5"
r
Fas�erier Pattern Spat►n�g � r � v ��, � <
1 �z Q C 4
16"�-O.0
Design Pressure includes a Safety Factor = 2.0.
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SiiPPI't &_P,AANUr'�aC,U{;t1�3C
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
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 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
o UL 580-06 - Test for Uplift Resistance of Roof Assemblies
® UL 1897-12. - Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94 / 1897798 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0053T-05 & 117-0331 T-0$
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) 0 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. .
(duality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005(3) for
manufacturing under a quality assurance program audited_ .by an approved quality
assurance entity.
Minimum Slope Range: 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 Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FLY 11651.13 R3 o OCTOBER 5, 2011
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Design Procedure:
FL# 11651.13 R3 OCTOBER 5, 2017
NhW
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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.
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SUPPLY &.. MANUFACTURING
E
GINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15132". Plywood
B?Idtngs
Flauing a Roof1lean Helgiti<0' 0" Roof Slope 2"Y12r"2'11"! Gailer,hfip Roof,/lnd �pe�tls2Q #F_
1,a
Jmpk1�,,t±Xposur"erC �Rrs4� Category II, Enclosed Bulldil7g� based on Flot�da Bu►fding Code 2�}`1-/ _ .. ,,,, �.::. .
~ ` 3.• 4 ~ . -
120
.130
140
150
160
170
.180
LIND
FASTENER
SUBSTRATE
(MIN.
(MIN. 15132")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
(PEED
ti
Penetrati
Penetration)
SPACING,
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
�Ot�E
4w{
1 �
#� `�X'C 5"
��, F'Iywoad �
�k..
?16 TYPE"
r
16" TYPE1i
P
'16"
3G" TYPI� 1
''16" TYPE �
3
16"`TYPE i '
16"TYPE 1
�16" TYPE 1= .
ZONE
2
#9-15x1.5"
Plywood
16" TYPE T
TYPE 1
16- TYPE 1
1V TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPE 1
QN 3
#9 15X1 `S'Y
Plywacrd
16 TY!'E 1
a1 F TYPE 1
16" YPE 1
16 ,TYPE 1
16" TYPE 1 'i
1 TYPE 2
76" TYPE'42
1.
PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE. 80, 24"COVERAGE.
2:
PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. 1/4" PENETRATION,
3.
MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSi
@16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.
PLYWOOD DECKING: MIN.'S/3z" 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.
1 LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
C
DE 2017.
ZONE 2 HIP ROOF
,'�t ZONE 3-,.j
�,`, - _• 1,
w RIDGE
/ ZONE 1 1
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,
N
TYPE 1 FASTENER PATTERN
EAVE
ZONE 2 GABLE ROOF
'rl -------- --------I-- -- .ra
1 i
' I
/—RIDGE
-----\\-�---r— — — — — — — — — — — a
—_------------------=- J.a
t
ZONE 1
s
-ZONE3 `—EAVE
FL# 11651.13 R3 o OCTOBER 5, 2017
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
��---12" 12'1-�
At Panel Lap �s .
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
vt
ff
.....
Gul
& MANUFACTURING
:TYPE 1 FASTENER PATTERN
F
(1) #9-15 x 14/211 HWH W/Sealing Washer
12" 1211
At Panel Lap
TYPE 2 FASTENER PATTERN
-(1) #9-15 x 1-1 /2" HWH W/Sealing Washer
2" -- 9.5" 905112" 1
a� N1EL S.�.
�'\GE/V 4
m * No, 75519
STATE O
Al
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11651.13 R3 o OCTOBER 5, 2017
IN