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PLY & MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. GulfRibTM; Roof Panel over 15132" Plywood
Florida Product Approval #11651.22 R3
Florida Building Code 2017
CONCEALED FASTENERS OR ATTACHMENTS � Per Rule 61 G20-3
Method: 1 —D THESE PLANS AND ALL PROPOSED WORK
ARE THE RESPONSIBILITY OFT[ [ ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
CONTRACTOR OF RECORD. MAYBE NECESSARY IN ORDER TO
Category: Roofing COMPLY WITH ALL APPLICABLE CODES.
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 .•`NA�'''�,
EL S�
Newberry, FL 32669 •`�pP • • " k�,y';
* ; No. 75519
Engineer Evaluator: '
Dan Kuhn, P.E. #75519 -.
Florida Evaluation ANE ID: 10743 STATE OF
Al •�Q.
Validator: ' `r/ • ' ' .0
Locke Bowden, P.E. #49704
ST. LUCIE COUNTY BUILDING DM Montgomery, 9450 Alysbury
ry Place
REVIEWED FOR P
36117
REVIEWED Y J
DAT
PLANS AND PERMIT UST BE KEPT ON JOB Contents:
SITE OR NO INSPEC ION(S) WILL BE MACEvaluation Report Pages 1
�NA L �N`io/05/2Cz7
LE COPY
% 03' AD 0
G CoW; i's"t
SUPPLY & MANUFACTURING
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 61 G20-3.
Performance Standards: The produl t described herein has demonstrated compliance with:
• I UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
Reference Data:
1. L 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0062T-07A, B, Dated 02/19/2007
2. 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.
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.
Minimum Slope Range:
Minimtim 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 Manufacturer's recommended details.
Underlayment:
mply with Florida Building Code 2017 section 1507.1.1.
Shall c�er
FL# 11651.22 R3 6 OCTOBER 5, 2017
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofslwithin 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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G U" I f C & i t®
SUPPLY & MANUFACTURING
ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panellover 15/32" Plywood
Buildings hawng a RooftMean Height < 20 0, Roaf Slope 2 %1�2 1'2 /1�2 �Gablepr;
onda46u�ild,lriCotl2017
Hlpp Roofs VU�nd
Speeds
180mph-Exposure C Category ll; Ei closed'Bulldingbasedon F
tRlsk �.
120 I
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4"
Penetration)
(MIN. 15/32")
ON CENTERI
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
* t,.=t
a4.,
xF tR¢�a
<�+
4' TYPPE 1
°24
24TYPE`�':
' ZONE 1
#9 15x1�5' '
plywoatl w
24j �TYPE,1
TYPE 9
' 24 TYPE 1
r
24 TYPE1
r: 1 r
21
aToYPEi1l
2r a
,
y
Y,
ZONE 2
#9-15x1.5"
Plywood
24", TYPE 11
24", TYPE 1
TYPE 1
24", TYPE 1
24", TYPE 1
TYPE 1
2y4", TYPE 2
�PlyvvOod'
PE1
ti",
/2(4",
2
�2p4",
�
2
1j23yTFYP,E,2'
s4
TYPEII
124,;TYPE1112�nP
$1�2rTYE 2TyYP,
1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
.4.) PLYWOOD DECKING: MIN. 75f32" 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 CALCI LATED PER ASCE 7-10 (KID= 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
wo onnc
tuNt_ z ZONE 3 �I
J-----------------
\\ \ RIDGE
l ` I
ZONE \\ \\\ I
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
3a less than either 4% of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
ZONE 2 GABLE ROOF 1a�
—�—----------------- — a
I I I
I I I
RIDGE
--------------------� a
+---------------------+a
I I
ZONE 1
----------------------
I j
"ZONE 3 `EAVE
FL# 11651.22 R3 • OCTOBER 5, 2017
At
Cant. Tape Seal for use on Slopes less than
#9.15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max.
Cant. Tepe Seal for use on Slopes less than
#9-15 x 1-1/2' w/Seater Washer @ 12' O.C. Max.