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Product'Evaluation.Report
GULF COAST SUPP Y CT WING,:LLC.
0.032"'Aiuminum GulfLokTm 15" Wide Roof Pang over 1.5132"Plywood
Florida Product Approval'#:11654.2 R2
Florida Building Code 2b`14 (.1
Per Rule 61 Q-M; ST LUCL� OT.J�VY MUILDENC Dpzrlsio v
Method,:
RF9LEWED FOR CA!
FLIAN
THESE PLANS AND ALL PROPOSED WORK REVIV.,'VvTD BY
ARE SUBJECT TO ANY CORRECTIONS DAT
REQUIRED BY FIELD INSPECTORS THAT Cat o Fe;ain PLANS AND p- RNQT revs_ BE KEPT ON JOB
MAY BE NECESSARY IN ORDER TO '` 9. NQ INSPECTION WILL BE MADE.
COMPLY WITH ALL ApPL1CAI 69 COB UI�Cat2 ory IVleta-f Roofi
Compliance IVlethod: 61 G260 3:005(T)(d)
NON HVHZ
Product Manufact�rer:
Gulf Coast.5upply &Man ctu ring,:LLC.-
14429:SW 2nd Place, S�rlte:G30 �`' ;N{ L S.,I�
Newberry..FL 32669. Q�' iCN
ti sF yam'.
aC3�I� r y i S 7k- NO. 75519
CONCEhLiDf Th Engir eer-Evaluator.: _ .y
��tSFOn�1�I11�U _ � * r
Dan Kuhn,.P E #75519 'o
GO�T RQF Florida. Evaluation AME: 10743 �0• •. STATE OF
=;Fss o R 1 o�'.����;%
,41VAL
Valiidator:
Locke Bowden, P E #49704 o.6�3%�5
9450 Alysbury Place
Montgomery, AL 361 17
Contents:
Evaluation Repoft Pages 1 - 5
FL#11651.2 R2•JUNE 15,2015
PRODUCT EVALUATIONr REPORT
IFLO . � ; PRODUCT * � .
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Compliance Statement: The product as described jri.'tf isr report has demonstrated compliance with the
Florida,Building Code 2014, Sections 1504.3.2.
Product Description: GulfLokTM,�ls" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16"
. is/z plywood Roof panel restrairee with minim m decking. Non Structural application.. .
Panel Material/Standards: Material: Minimum 0:028",Aluminum conforming to Florida Building Code 2014
Section 1507.4.3.
Paint Finish Optional
Corrosion Resistance:..Panel Material shall comply with lorida Building Code
2014, Section 1507.4.3`:
Panel Dimension(s): Thickness: 0'028" Minimum
Width: .16" C:overage<Ivlaximum,
Female.Rib: 71s" Tall
Male Rib: 3/a" Tall Rib!Wlth'Slotted Strip
Panel Seam: . Snap.Lock
Panel Seam Sealant: Titebond Weathermaster Metal Roof Seal lnt apply:'/a"-sf6' diameter continuous
bead on.the male rib for Assembly B only.
Panel Fastener: Through Panel Slot: (1)410-12ki- Pancake Type A
A" Minimum Penetration through Plywood.
Corrosion Resistance Per Florida Bui{ding{Code 2014, Section 1.506:6, 1507.4.4
Substrate Description: Minimum 1s/3i" thick, APA Rated plywood lover support 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.
I I
Uplift
Design U Pressures: u
9 pf�
tvlaximuitl Tatal Uplift Design Pressure jS2.5 psf" 1 1'16 0—Ps
Sealant on Male Rib INOI USED''. USED ~
FL#11651.2 R2•JUNE 15,2015 .
PRODUC-T EVALUATION REPORT
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Code Compliance: The.product-described„herein has.demonstrated compliance with the
Florida'Building Code 2014,Sections 150 .3.2.
Evaluation Report Scope: The product evaluation.is-limited to:Ompl,iance with the structural wind load
requirements of.the Florida$uilding Code;2014, as relates to Rule 61 G20-3.
Performance.Standards: The product described herein,has demonstrated compliance with:
• UL 580-06=Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 189.7=98 Uplift Test
Force Engineering. Inc. (FBC Organization#TST 5328)
Report No. 117.03:17T'10.Dated 63/07/2011
2.1 Certificate of lridependence
By Dan Kuhn, P.E.`(FL#`75519) Kuhn Engineering, LLC
(FBC Organization #ANE ID: 10743.)
Test.Standard Equivalence: 1.. The UL 580 94 test standard:is equivalent to the Ut 580-06 test standard.
2. the UL 1.897-98 test,standard is equivalent to the UL 1897-04 test
standard..
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the.Florida$uilding Code and-Rule.61 G20-3.005(3)-for
manufacturing undera quality assurance rogram audited by an approved quality
assurance,entity.
Minimum Slope:Range: Minimum5iope shall t.ompl.y with Florida Building Code 2014, including
Section 1507.4.2 and:in:accordance.'with Manufacturers recommendations.
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Installations Install.per:Manufacturer's recor-hrnended details.
Underlayment: Shall comply with Florida Building,Code 2014 section,1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire-Classification: Fire classification is:not,part,of-this.acceptance.
Shear Diaphragm: . Shear'Diaphragrn values are:outside the-scope of this report.
FL#11651.2 R2•JUNE 15,2015.
PRODUCT EVALUATIONoaf
FLORIDAtuoa
PRODUCT
APPROVAL
S6PR 'CX & MANUFACTURING
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W . pattern i'n P re: For roofs°within the arame'ters.listed on the load table fastening atte must
Des rocedu g p
9 p.
at a,mihimium 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 FSC 2014 Section 1609 or ASCE 7-10
using allowable stress.:de'sign.Tl e rriazirnum 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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FL#11651.2 R2 I JUNE 15,2015
PRODUCT
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ENGINEERS LOAD TABLE S P'E.0
SUPPLY & MANUFACTURING
f f , tlOF PANEL # ' fl4 � re
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ENGINEER''LOAD TABLE:0.032"Aluminum GulfLokTm 16"Will f Panel over 15/32"Plywood
7ONCENTER
170WIIND FASTENER(MIN.1/4" SUBSTRATE
. SPEED ' penetration) (MIN.15/32") . ON CENTER ON CENTER ON•CENTER ON CENTER ON CENTER ON CENTER
SPACING SPACING.. SPACING SPACING SPACING SIrAUNG SPACING
ZONE 2 #10-1Zx1 CDX
Assembly-A. Assembly A.-Assembiq A 115semtilq A Asse»bly:e 'ssemb(q B Asserriblq B
PLYWOOD• :. , ,: L _.,I
1 )PAIVfL DESCRIPTION GULFLOKT"^,,MIN. 0.028 ALUMINUM 7/8:''RIB 1j6"MAXIIVIUMrCOUfRAGE S(VAP SEAM.
2)PA,NE!FASTENER:THROUGH PANEL SLOT(1)#19=12 1V'PANCAKE TYPE A %a' MIN. PENETRATIO! II ROUGH PLYWOOD.
3)MAXIMUM ALLOWABLE PANEL UPLIFT,PRESSURE ASSEMBLY A 52 5 PSF PANEL FASTENERS AT 5Ya"O.C:;ASSEMBLY 6:116.0 PSF
PANEL FASTENERS'AT 5'�/s'O.C.WITH '/4"-5/s" DIAMETER CONTINUOUS BEAD:OF TITEBONID WEATHERMASITER,METAL ROOF
SEALANT ON THE MALE RIB. PRESS.URE'BASED ON UL 580%UL 1897 TESTIN.G'BY-FORCE ENGINEERING-&TESTING.
4.)PLYWOOD DECKING:MIN.Is/3z" THICK,APA RATED PLYWOOD., GRADE GD MUST BE-D.ESIGNED IN ACCORDANCE WITH FLORIDA
BUILDING CODE 2014:
5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 740(KD 9.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE,2014
ZONE 2 HIP-ROOF Ya Note D!menslon(a)is defined as 10%of the minlmdni vvidtti,of the building or
20HE3- T 40°/d of the mean height of the-roof;whichever is smaller however,(a)cannot be
? --•--- - -------- =ra Tess,than either4P/o of Ehe rr►iit�mum uvrrfth�bo the budding&3'feet.
,.. / SA; BLY A.
—RIDGE.. ,• I ..
66:COUERAlm
ZONE 1 \
\—SAVE
ZONE 2 '.
GA6LEROOF (1)-#1O iZ X V P;E:A PANGAKE
-- ------- ----� Tyd
S,PAClNG:SEi UPLIFT fiAE LE
RIDGE ; A$ BLY g
--------s =—�a 1/4°-511'6"DIAMETER.E3EAi10I=TiT $OND:SEALANT
------------- l -
ZONE 1
--� (f).#t0-12,X;1"TYPE A PANCAKE.
r- -- _...-- ------ ;�
"`ZONE 3 EavE SFAiG'ING:SEEUPLIFT TABLE
FL#1,1651.2 R2•JUNE 1:5,2015