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SUPPLY & MANUFACTURING
LO IDA PRODUCT APPROVAL
TM
GULFRIB
PANEL OVER •• •
FLORIDA PRODUCT APPROVAL •, 11651.22 R2
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Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. GulfRibTM Roof Panel over 151.32"Plywood
Florida Product Approval #11651.22 R2
Florida Building Code 2014
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 ;`�OPN. , '
L�cENs�;Sy�.
*: No. 755,9
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743 :�0•, STATE OF :Q;
:t�'�;•�ORIDP •'��:
Validator: s!O/vq:L EN�'; `�
Locke Bowden, P.E. #49704 � ''"�
9450 Alysbury Place o.613o�iois
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.22 R2•JUNE 15,2015
PRODUCT EVALUATION REPORT
00,
GulfFLORIDA . . . . ,
SUPPLY & c&&MANUFACTURING
GULFHD
1TM
• GUAGE GULFRIBTM ' ' PLYWOOD
FLORIDA PRODUCT APPROVAL NO 11651.22 f';_'TM
41
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Code Comrpliance: The product described herein has demonstrated compliance"w th"-th1e
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
PRODUCT EVALUATIDN REPORT
FLORIDA PRODUCTAPPROVAL Gulf CoaA
SUPPLY & MANUFACTURING
GULFED TM
• r , PRODUCT APPROVAL
• r • Nt•I 11651.22 l.,
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.
FL#11651.22 R2•JUNE 15,2015
PRODUCTEVALUAT10N REPORT
11670
l
ENGINEER'S LOADTA&LE SPEC Gulf cabN
SUPPLY & MANUFACTURING
GULFRIB
�I eTIVI
26
GUAGE GULFRIBTM PANEL OVER OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.22 R2
/e TM 4^„
ENGINEER LOAD TABLE:26 Ga. GulfRibTM Panel over 15/32"Plywood
Bildin s hauin9 a Roof Mean ei9 ERR
`-0"' Roof Slope: 2"/12" - 12"/12"!16
abfflo
Hip Roo ;Wlnd Speeds 120-
1$01 ph, Exposure C, Rink Catego lo5e Buildl 9, based on Florida i3uiine 2A14.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
Penetration)(MIN. do (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
n) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
. 1
` MN� M Plywood 24' TYPE 1 24",TYPE 1 4",TYPE 1 4",TYPE 1 24",TYPE 24",TYPE 1 24',TYPE 1
ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 12",TYPE 2
ZONE 9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 1�" TYPE 2 12",TYPE 12",TYPE 2 13",TYPE 2
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.15/32"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
"If
ONE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or
---- ZONE 3 ' 1 1 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
.! --------- a less than either4%of the minimum width of the building or 3 feet.
\ N \ 1 TYPE 1FASTENER PATTERN
`i\\\ \\ RIDGE � p
\� \-- ------J I At Panel La
I ,
ZONE 1 \\ \ I L Cont.Tape Seal for use on Slopes less than 3:12
\\ \ti (1)#9-15 x 1.1/2°w/Sealer Washer @ 24.O.C.Max.
——————————————————
SAVE
TYPE 2 FASTENER PATTERN
ZONE 2 GABLE ROOF Ta (-6.5" 2.5"{-6.5"—{2.5°{ —6.5"--{2.5"{-6.5 #2.5°
C I
RIDGE Cont.Tape Seal for use on Slopes less than 3:12
I ——— I (1)#9-15 x 1-1/2'w/Sealer Washer @ 12'O.G.Max.
--�-- ------------i- a
14-—————————————————————-
a
I
ZONE 1
I \ I
ZONES EAVE
FL#11651.22 R2•JUNE 15,2015
PRODUCT EVALUATIONREP ® .
11670 4