HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFTM
Gulf
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SUPPLY & MANUFACTURING
Product Evaluation Report &CA�#4184,
GULF COAST SUPPLY & MANUFACTURING, LLC. Vq OBBy
0.032" Aluminum GulfLokTI" 16" Wide Roof Panel over 15132" Plywood
Florida Product Approval #11651.2 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 `�.oPN1E� 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# 11IC51.2 R3 0 OCTOBER 5, 2017
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* : No, 755,
STATE
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Gulf
SUPPLY & MANUFACTURING
mpliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
ct Description: GulfLokTM, 7/a" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood
decking. Non Structural application.
Material/Standards: Material: Minimum 0.028" Aluminum 3105 H-24 conforming to Florida Building
Code 2017 Section 1507.4.3.
Paint Finish Optional
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Dimension(s): Thickness: 0.028" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/a" Tall
Male Rib: 3/a" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply/"-5/16" diameter continuous
bead on the male rib for Assembly B only.
Fastener: Through Panel Slot: (1) #10-12x1 " Pancake Type A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
-ate Description: Minimum 75/32" 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.
gn Uplift Pressures:
FL# 11;fi51.2 R3 • OCTOBER 5, 2017
Table "A"
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n6,5
NPanelAsse
I
Maximum Total Uplift Design Pressure
52.5 psf
116.0 psf
Pane1S(otFastener Sp�cing° _
%6""�®;:C
Sh6 OTC
Sealant on Male Rib
NOT USED
USED
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Gulf
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SUPPLY & MANUFACTURING
Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
ation 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.
rmance Standards: 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.
Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 117-0337T-10 Dated 03/07/2011
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
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.
lity 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.
inimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations.
stallation: Install per Manufacturer's recommended details.
iderlayment: Shall comply with Florida Building Code 2017 section 1507.1.1.
Iof Panel Fire Classification: Fire classification is not part of this acceptance.
sear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL# 11;0,51.2 R3 • OCTOBER 5, 2017
Hl
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GulfC�o t
SUPPLY & MANUFACTURING
n 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.
FL# 11;§51.2 R3 • OCTOBER 5, 2017
v
TIM
191
SUPPLY & MANUFACTURING
ENGINOER
LOAD TABLE: 0.032" Aluminum GulfLokTM 16" Wide Roof Panel over 15/32" Plywood
B iildin 's
g.Ex
° ' a m = Raof
u
Mean Heir` ht
20' O Roof
Slo e�2''%12"N
p
2 ' 12 .{Gabl'e or
Hi `iRoof Ui/Ind S"t eels 120
` m
18Orn
C Rlsk>Ca
og it
E = closed Buildii
based
anrlda 6u�lds Code
2�
.
.. �9�
..: P 4w-��,
120�
130
140
150
160
170
180
WIIN D�
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
. Y
ZONE1
G.. "a-.`^....e
#70 12x1"
.y, ASRR. P.a.,.0
% C�Xx
S•. tip.=i'*�#T°$�v'^,".�
a�Assembl.X
As�ssmb y ;
;Assembly
�6£#
.�S»..yY":^2`�._F4y'.
Assembly A
Assembly L1
1
.
„a ..,
PLYWI�O.Dw
..:5 *�'�...
AAssemblyAEAssembly
"n�; A ,k
,, .�.sk
.,u'zo,ArRfli� :a
+t
IICDX
ZONE 2
II.
#10-12x1"
PLYWOOD
Assembly A
Assembly A
Assembly A
Assembly A
Assembly B
Assembly B
Assembly B
ZONE
fir,.
`„
#70 12x1�
` z, CDX .
bt A
.. a.
1 Sein
- �
B;
.„ z.
B
c . ff
Assembly B
t .
Asser►ibly B
PLYWOO�p
?ss6
y�B
*l1s e y
.Assembly
As semblyE6
1.) PAN
iL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.) PANEL
FASTENER: THROUGH PANEL SLOT: (1) #10-12X1 "PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.) MA�,
UM ALLOWABLE PANEL UPLIFT PRESSURE: ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5'/s" O.C.; ASSEMBLY B:116.0 PSF
PANEL F,
STENERS AT 5'1W O.C. WITH '/4"-5Ae" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF
SEALAN
iON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING.
4.) PLY
DECKING: MIN.'s/s2" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA
1IMDOD
BUILDING
CODE 2017.
5.) LOA IDS
TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 20�17.
I.
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.
ASSFMRI Y A
16" COVERAGE
SPACING: SEE UPLIFT TABLE
ASSEMBLY B
i /AII_C11911 IlIARACTCQ QCArI f11=T1TCQll Al rl QCAI AKIT
SPACING: SEE UPLIFT TABLE