HomeMy WebLinkAboutProduct Approval e ® A ® ® ♦.• ® o ` Gulf
SUPPLY & MANUFACTURING
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26 GLIAGE GULFRIB TM PANEL OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.22 R2
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Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. GuifRibTm Roof Panel over 75132"Plywood
Florida Product Approval #11651.22 R2
Florida Building Code 2014 R E ;= If E
Per Rule 61 G20-3
Method: 1 —D APP 19
PERMITTING
Category: Roofing St. Lucie County, F
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1
OONCUS FASTRSS ORAI��CHMEI NON HVHZ
4:
ARE THE RESPONSIHII�j OF THE FIL
WftCTOR OF REOR Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 '''�� �
Newberry, FL 32669 N�E�; S,
CENS�,.�L
Engineer Evaluator: =*. No. 75519
f� Dan Kuhn, P.E. #75519 �-
`
Florida Evaluation ANE ID: 10743 ;��•, STATE of :Q:
ST. LUCIE COUNTY � '�•• 'c� P ,•���
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BUILDING DIVISION ;Fs'•, 1D .•��
Validator: %r�ONAL SO 1%
FOR COM !` Locke Bowden, P.E. #49704 I''', 'I%%%
REVIEwE By 9450 AI sbur Place o,613 -t5
j DATE Y Y
LANS AND PERMIT Montgomery, AL 36117
MUST BE KEPT ON JOB OR THESE PLANS AND ALL PROPOSFO WORK
NO INSPEG'ITION WILL BE MADE
---- ......�.•,,._ .: - ARE SUR.)E0T`i{i -,J, C(yr .:0110N'S
Contents: 0 1�R E I I rel F4E1.0OT0AS,THAT
Evaluation Report Pages 1 - Y BE IN ; ER TO
0011M WITH Ail,Al"'Pl,1CM01,0-00H,
FL#11651.22 R2 JUNE 15,2015
11670 ISLjkND LAKES LAiNE,
• •N, FL 33498 FL COA 430464
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SUPPLY & MANUFACTURING
GULFR U L_3
26 GUAGE GULFRIB TMPANEL OVER • •
Or MA PRODUCT APPROVAL (!j 11651 - E';.
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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.
ProLt 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: 49-15x1.5" 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 15/32" 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 2014.
Design Uplift Pressures: Table"A"
Maximum Total Upllft Deslgn-Pressure 69=:Z5 psf-- 159;25 psf'
Fastener Pattern 9"-9"-9"-9" 6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
Fastener Pattern Spacing 24' OCE x - 12
Design Pressure includes a Safety Factor=2.0.
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FL#11651.22 R2•JUNE 15,2015
11670 ISLAND LAKES LANE,BOCA RKfON •
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SUPPLY & MANUFACTURING
GULFLMULO
26 GUAGE • : OVER • •D
FLORIDA PRODUCT APPROVAL �NO. 11651.22 R2
TIM
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.
Unl erlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
1
FL#11651.22 R2•JUNE 15,2015
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116701S1-ANDJ..A:KES LANE,
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SUPPLY & MANUFACTURING
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26 GUAGE GU LFRIB PANELOVER • •
FLORIDA PRODUCT APPROVAL NO 11651.22 R
I[VI
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.
L E
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FL#11651.22 R2•JUNE 15,2015
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11670 ISLAND BOCA;RATON. FL33498 -FI,COAht"0464
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SUPPLY & MANUFACTURING
GULFLM U
• GUAGE GULFRIBTI PANELOVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.22 R2
I
ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32"Plywood
Buildings having a RoofMean Height:_ 20'-0"; Roof Slope: 2"/12"- 12"/12:`Gable or Hip=Roof;Wind Speeds 120-
180mph, Exposure:C, Risk Category ll;Enclosed Building, based'on Florida Building Code 20'14. ,
120 130 140 1500—' 170 180
WAND FASTENER SUBSTRATE
(MIN.1/4" r )
SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER f ON.CENTER` ON CENTER ON CENTER
SPACING SPACING SPACING SPACING ` ISPA JAGS SPACING SPACING
ZONE 1 49-15x1.5" Plywood 24",TYPE 1: 24",TYPE 1- 24",TYPE 1 247,TYPE 1 ,T P 1 24",TYPE 1 24",TYPE1..
ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24%TYPE 1 24%TYPE 1 24%TYPE 1` 24;TYPE 124",TYPE 1 24",TYPE 2
ZONE:3 10-15x1:5„` Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 '12',TYPE A 111 92%TYPE 2 12",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.IC. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.75/32"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
ZO I HIP ROOF a, Note:Dimension(a)is defined as 10%of the minimum width of the building or
/j� I ZONE 3 1 I 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
\1 �
--- less than either 4%of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
RIDGE i
---__/ At Panel Lap
I � ` I
/. \ \
I / / ZONE 1 \\ \\ I L Cont.Tape Seal for use on Slopes less than 3:12
\ \ I (1)#9-15 x 1.1/2°w/Sealer Washer @ 24.O.C.Max.
I
SAVE
ZONE 2 TYPE 2 FASTENER PATTERN
I\ GABLE ROOF �a1 {-6.5"—{-2.5°-{-6.5"72.5"1-6.5"—{-2.5"1-6.5"�2.5°
I I
I I
—RIDGE L Cant.Tape Seal for use on Slopes less than 3:12
_i--- — -- ------------ _ —ta (1)#9-15x1.1!2'w/Sealer Washer@121O.C.Max.
a
I -----ZONE 1— I Py
ZONE 3 SAVE �ttv
FL#11651.22 R2•JUNE 15,2015
11670 TSLAND L.AKFS LANE,BOCA RATON, 49' • 1