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Gulf�ost
® SUPPLY & MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
26 Ga. GulfRibTm Roof Panel over 15132"
Florida Product Approval #11651.22 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
SCANNED
By
St Lucie Countv
ood ST. LUCIE COUNTY
BUILDING, DIVISION
REVIEWED
FOR COMPLI CE
REVIEWED Y
DATE N7o /!a
PLANS AND PE IT
MUST BE KEPT O JOB OR
NO INSPECTION WI_L BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY COPRECTIONS
REQUIRED W FlU INSPECTORS THAT
UAY BE WCESSARY IN ORDER TO
COMPLY WITH ALL APPUCA&E CODES,
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 + tgF-L S' %',,,
Newberry, FL 32669 : +OP' ' C r: A" , 1-�41
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# Ill651.22 R3 •OCTOBER 5. 2017
* No, 75519
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CONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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Compliance Statement:
Product Description
Panel Material/Standards-
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
1651.22 R3 • OCTOBER 5, 2017
G 61iCoLw� *s\ t
SUPPLY & MANUFACTURING
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
GulfRibTM 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" 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: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
#9-15x1.5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building• Code 2017, Section 1506.6, 1507.4.4
Minimum15/32" 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"
Maximum Totalli� IIftDeslnPressure�
9
69�25psf
�..=p_ .flU
w „� ,pt1592�5'psf�Y':
Fastener Pattern
9"-9"-9"-91,
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
�"' s rid rdZ •, � S;g''� )
Fasteners Pattern Spada, g
� Ir '��?' T1�5's�"'>'d
24 ®C
t 1 � �i;
12" opC.
v ar t a. eaaaa
a nr
ram'•
Design Pressure includes a Safety Factor = 2.0.
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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 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.
Reference Data: 1. UL 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: 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.
111651.22 R3 • OCTOBER 5, 2017
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GullC®ast
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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 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# 1,1651.22 R3 • OCTOBER 5, 2017
GulfCdao tQ
SUPPLY & MANUFACTURING
ENQINEER
LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood
Buildings
hav(ng a Roof Mean Height s.20 0 , Raaf Sjope 2"(12' 1.2'/12 'Gable orsHlp Roof Wind Speeds 120
180
j ph, Exposure C ;Risk Cafegory it Ehciosed i3u)lding -based on Flonda BufldingCode2017 Tz .;
120
130
140
150
160
170
180
W1
ND
FASTENER
SUBSTRATE
SF
ED
(MIN. 1/4"
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
'NE
1 `�
#9-1.Sx1 5";
Plywood �
�24 TYPE 1,
241 TYPE 1�'
24"� TYPE 1,
24 TYPE 1)Y
24 �,tTYPE 1„;
24 TYPE 1
24 TYPE1
I
ZOINE
2
#9-15x1.5"
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 2
ZONE
3
#9-15X1 5
Plywood
24 TYPE 1
24 TYPE 1-
24 TYPE1
"72 TYPE 2 `,�12
TTYPE Z>;
�i2 TYPE 2
12 TYPE 2`
d
1.) PANEL
DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) INEL
FASTENER. #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.)AXIMUM
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.) P
DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.)
IYWOOD
OOF 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
C09E
2017.
zONE2 NIP ROOF a
ZONE
Note: Dimension (a) is defined as 10% of the minimum width of the building or
be
40% of the mean height of the roof, whichever is smaller, however, (a) cannot
j -----------------,a
less than either 4% of the minimum width of the building or 3 feet.
^ \ / /�
`I \\ / I
TYPE 1 FASTENER PATTERN
\ RIDGE //
\ �--------J I
I I
" At " p
I At Panel La
9":q�
i `
ZONE 1 \\ \ I
L peal for use on Slopes less than 3:12
(1) #9-15 x 1.1/21 w/Sealer Washer @ 24' O.C. Max.
------------------�
SAVE
ZONE 2 GABLE ROOF
TYPE 2 FASTENER PATTERN
Tad2.5"
6.5" 2.5" 6.5" 2.5" 6.6 2.5"
---------------------
I I
RIDGE
L Cont, Tape Seal for use on Slopes less than 3:12
----- ------------- — I
(1) #9.15 x 1.1/2° w/Sealer Washer @ 12' O.C. Max.
a
a
+----------------------I
I
ZONE 1
' ZONE —EAVE
11651.22 R3 • OCTOBER 5, 2017