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Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
26 Ga. GulfRibTM Roof Panel over 15132" Plywood
Florida Product Approval #11651.22 R2 17
Florida Building Code 2014:ST. LUC!E CLLTy BLrII.nr!'C Njj,'TSI0,,v
Per Rule 61 G20-3 _RFVIEWED POR CO?VIPI ` / n
THESE PLANS AND ALL PROPOSED WORK Method: 1 —D r'VEAD B 1 G�lZM
ARE SUBJECT TO ANY CORRECTIONS DATI;
MjK( BE N CE SARISLD INSPECTORS THAT ]PLANS AND ER ST BE N JOB
MAYBE NECESSARY IN ICAB i 0 Category: Roofing
COMPLY WITH ALL APPLICABLE COgBA' OR NO INSPECTION WILL BE MADE.
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
CONCEALED FASTENERS OR ATTACHMENTS Product Manufacturer:
ARE THE RESPONSIBILITY OF THE Gulf Coast Supply & Manufacturing, LLC.
CONTMCTOROFWORD 14429 SW 2nd Place, Suite G30 % ����+�''
Newberry, FL 32669 ; %%SOP ..... . , .
• 1GEN
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
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Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description:
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.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener:
#9-15x1.5" HWH with sealing washing or approved equal
'/a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 75/3z" 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 2014.
Design Uplift Pressures:
FL# 11651.22 R2 • JUNE 15, 2015
Table "A"
mums;TotalGUpliftDesignPr�essure692p
15925 psf ">
NMax
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6.5"-2.5 "-6.5"
� ., . �,
Fas�te"ner Patfern Sp c g
2A C
CAM
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 2014, 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 2014, 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 1897-04 - 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 1897-04 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 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2.
FL# 11651.22 R2.1UNE 15, 2015
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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 2014 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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ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood
„3
[3uildings,kaving ayRoof;IUleaHeight00 s, RoofSlop 2 /12
�r 'f% }w
/12>' GaE?I,e oHlp
> r u,wtf,1
Roof; 1NInd Speeds
180mph, :ExposurexC Rlsk. Cafegory 11 Enclosed 8ullding based
Florl= gilding Gil
ee 20 4,, '
on
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN.
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
'ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING)
SPACING
"ZONE 1...
°#9 15X1 5,
'°f PIywOOd'"'Tyr�24
24EYPE 1�
yySPAC'IING
�'uJvs .,�^
24 TYP�E
1QJ24 TYPE 1
24- TYPE 1,
24', TYPE T
�24 1s
�TYPEy1
,1
�.+t'"fiib^.
r7YPE
N'e:_SS^":.7°•
11's
:�3
ZONE 2
#9-15x1.5"
Plywood
24!', TYPE 1
24"NN,,1 TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
12", TYiPEJ2y
ZONE 3
#9
�!�L�ST4'h'�'S.:,.
1.
24"., TYPE 9
12 TYPE 2
f
12", TYPE 2
=41
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7@ TYPE2:
!
15x�15,P
'4T�YPE
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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. 15/a2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
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 2014
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RIDGE
ZONE
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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
4a less than either 4% of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATrERN
ZONE 2 GABLE ROOF TaT
--- -----------------
—RIDGE
i-----—---------; a
— — — — — — — — a
I
ZONE
N.\---------------------�
OZONE 3 EAVE
FL# 11651.22 R2 •1UNE 15, 2015
At
Cont. Tape Seal for use on Slopes less than 3:1
49-15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max.
Cont. Tape Seat for use on Slopes less than
09.15 x 1-1/2' w/Seater Washer @ 12' O.C. Max.