Upload
others
View
3
Download
0
Embed Size (px)
Citation preview
TESTREPORT
ReportNo.:E1588.0230147
Renderedto:
CRLAURENCECO.,INC.
Vernon,California
PRODUCTTYPE:OutSwingAluminumBiFoldDoor
SERIES/MODEL:MontereyS55
Title SummaryofResults
DeflectionTest ±1000 Pa
OperatingForceTest 8.9N
AirInfiltrationTest 0.1 L/s/m2
WaterPenetrationResistanceTestPressure 150 Pa
UltimateStrengthTest ±1500 Pa
ReferencemustbemadetoReportNo.E1588.0230147,dated02/24/15forcompletetest
specimendescriptionanddetailedtestresults.
������������ ��� ���� �����������
��� ������������������ �������������
��������� ����� ��� �������� �� ���� !"#�$�%
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page1of9
1.0 ReportIssuedTo: CRLaurenceCo.,Inc.
2100East38thStreet
Vernon,California90058
2.0 TestLaboratory: ArchitecturalTesting,Inc.
asubsidiaryofIntertek(IntertekATI)
4RanchoCircle
LakeForest,California92630
9494609600
3.0 ProjectSummary:
3.1 ProductType:OutSwingAluminumBiFoldDoor
3.2 Series/Model:MontereyS55
3.3 ComplianceStatement: Resultsobtainedaretestedvaluesandweresecuredby
using the designated test methods. Test specimen description and results are
reportedherein.
3.4 TestDates:09/29/14–01/21/15
3.5 TestRecordRetentionEndDate:Alltestrecordsforthisreportwillberetained
untilJanuary21,2019.
3.6 TestLocation:CRLaurenceCo.,Inc.testfacilityinVernon,California.Calibration
oftestequipmentwasperformedbyIntertekATIinaccordancewithAAMA205
01"InPlantTestingGuidelinesforManufacturersandIndependentLaboratories".
3.7 Test Sample Source: The test specimen was provided by the client.
RepresentativesamplesofthetestspecimenwillberetainedbyIntertekATI fora
minimumoffouryearsfromthetestcompletiondate.
3.8 Drawing Reference: The test specimen drawings have been reviewed by
IntertekATI and are representative of the test specimen reported herein. Test
specimen constructionwas verified by IntertekATI per the drawings located in
AppendixC.Anydeviationsaredocumentedhereinoronthedrawings.
3.9 ListofOfficialObservers:
Name Company
GarrettOsterode CRLaurenceCo.,Inc.
MarcoRamirez CRLaurenceCo.,Inc.
RonWooten CRLaurenceCo.,Inc.
JarodS.Hardman IntertekATI
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page2of9
4.0 TestMethods:
AS4420.01996,Windows –Methods of test – Part 0: General introductionand list ofmethods
AS4420.11996,Windows –Methods of test –Method1:Test sample,preparation fortests,andtestsequence.
AS4420.21996,Windows–Methodsoftest–Method2:Deflectiontest
AS4420.31996,Windows–Methodsoftest–Method3:Operatingforcetest
AS4420.41996,Windows–Methodsoftest–Method4:Airinfiltrationtest
AS4420.51996,Windows–Methodsof test–Method5:Waterpenetrationresistancetest
AS4420.61996,Windows–Methodsoftest–Method6:Ultimatestrengthtest
5.0 TestSpecimenDescription:
5.1 ProductSizes:
OverallArea:7.52 m²(80.94 ft2)
Width Height
millimeters inches millimeters inches
Overallsize 2926 1153/16 2570 10113/64
Primarypanel 940 37 2438 96
Secondarypanel(x2)
914 36 2438 96
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page3of9
5.0 TestSpecimenDescription:(Continued)
5.2 FrameConstruction:
FrameMember Material Description
Head,sill,and
jambsAluminum
Compensation channel, see attached drawing
DieNo.12177,securedtoopeningatheadand
jambs with #10 x 11/2" Phillips pan head
screw,2" fromeachcornerand12"oncenter
spacing.
Sill Plastic
Glazing support shim, inserted into
compensation channel prior to raised bottom
trackbeinginserted.
Sill Aluminum
Raisedbottomtrack,seeattacheddrawingDie
No. 12180, secured through glazing support
shimandcompensationchannelwithone#10
x11/2"Phillipspanheadscrew,2"fromeach
endand12"oncenterspacing.
Head Aluminum Toptrack,seeattacheddrawingDieNo.12178.
Jambs Aluminum
Lateral frame, see attached drawing Die No.
12184, secured to compensationchannelwith
adjustablelevelerPart#AC/35.01.129.
Joinery Type Detail
Allcorners Flush
End dam (see attached Drawing No. MD55
001)sealedatcornerswithstructuralsilicone
sealantandcapbeadappliedtocompensation
channel to frame joint and compensation full
perimeterattheinteriorandexterior.
5.3 Panel Construction:
Panel Member Material Description
Toprail,bottom
rail,andstilesAluminum
Panel frame, see attached drawing Die No.
12181.
Lockstile Aluminum
Jamb extender, see attached drawing Die No.
12183, snap fit to lock stile of primary panel
andsecuredwith#8x11/2"Phillipspanhead
screws 4" from each end and approximately
18"oncenterspacing.
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page4of9
5.0 TestSpecimenDescription:(Continued)
5.2 PanelConstruction:(Continued)
Joinery Type Detail
Allcorners Mitered
Secured at corners with corner block (see
attached drawing Part No. MDCORNERW and
MDCORNERWBH), each corner block inserted
into adjoining member and retained by three
dimples in metal. Corner block with hole
utilized at lock stiles, all other corners were
cornerblockwithouthole.
5.4 Weatherstripping:
Description Quantity Location
Bulb gasket (see attached
DrawingNo.WH343)2rows
Inserted into channels of
compensationchannelfullperimeterof
frame.
Foamfilled1/4"bulbgasket 1rowInsertedintochannelofexteriorlegof
raisedtoptrackandbottomtrack.
Foamfilled1/4"bulbgasket 1rowInserted intochannelof interior legof
lateralframe.
Foamfilled1/4"bulbgasket 2rowsInserted intochannelsof lateral frame
atjambs.
Foamfilled1/4"bulbgasket 1row Insertedintochannelofglazingbeads.
Rigid EPDM gasket (see
attached drawing Part No.
AC/35.02.09)
1rowInsertedintoinnermostchanneloftop
railofeachpanel.
Rigid EPDM gasket (see
attached drawing Part No.
AC/35.02.09)
2rowsInsertedintoinnermostandoutermost
channelofbottomrailofeachpanel.
Rigid EPDM gasket (see
attached drawing Part No.
AC/35.02.09)
1row Insertedintochanneloftoptrack.
EPDM Gasket (see attached
drawingPartNo.AC/35.02.03)3rows
Insertedintochannelsofhingestilesof
eachpanel.
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page5of9
5.0 TestSpecimenDescription:(Continued)
5.5 Glazing: Noconclusionsofanykindregardingtheadequacyor inadequacyof the
glassinanyglazedtestspecimen(s)canbemade.
Glass
TypeSpacerType
Interior
Lite
Exterior
LiteGlazingMethod
1"IG
Aluminum
spacer– Dual
seal(A1D)
5/32"
tempered
5/32"
tempered
Interior glazed with snap in
glazing stop with glazing gasket,
see attached drawings Die No.
12185andPart#AC/35.02.17.
Location QuantityDaylightOpening
GlassBitemillimeters inches
Panel 3 2316x792 913/16 x313/16 1/2"
5.6 Drainage:
DrainageMethod Size Quantity Location
Weephole 3/4"x3/16" 7
Through bottom of exterior leg of
compensation channel and fittedwith
weepholecover(seeattacheddrawing
Part#MDWHC),8"fromeachendand
16"oncenterspacing.
Weephole 2"x3/8" 8
Throughbottomhorizontalmemberof
raisedbottom track to allowdrainage
into compensation channel, 5" from
eachendand15"oncenterspacing.
Weephole 2"x1/4" 6
Throughtophorizontalmemberofthe
bottom rail of each panel between
inner and center leg of extrusion to
allowglazingpocked todrain, located
ateachendoftheglazingpocket.
Weephole 2"x1/4" 6
Throughtophorizontalmemberofthe
bottom rail of each panel between
center and outer leg of extrusion to
allowglazingpocked todrain, located
ateachendoftheglazingpocket.
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page6of9
5.0 TestSpecimenDescription:(Continued)
5.6 Drainage:(Continued)
DrainageMethod Size Quantity Location
Weephole 2"x1/4" 6
Through lower horizontal member of
thebottomrailofeachpanelbetween
inner and center leg of extrusion to
allow the glazing pocket to drain,
located at each end of the glazing
pocket.
Weephole 2"x1/4" 6
Through lower horizontal member of
thebottomrailofeachpanelbetween
center and outer leg of extrusion to
allow the glazing pocket to drain,
located at each end of the glazing
pocket.
5.7 Hardware:
Description Quantity Location
LargeHandle Catch Assembly
(seeattacheddrawingPartNo.
MDAC350170EXT)
2
Located 40" from sill on each lock stile
and secured to stile with two #10 x 1
1/2" Phillips oval head SMS through
predrilledholes.
1/4"20threadedrod 4
Attached to the top and bottom of the
LargeHandle Catch Assembly, inserted
into the lockstileofpanelswithhandle
hardware, cut to length for the
attachmentofcatchbolt.
Catch bolt (see attached
drawingPartNo.MDBOLT)4
Threaded onto the threaded rod at the
topandbottomofeachlockstile.
Rod spacer (see attached
drawing Part No.
AC/35.01.55)
4Inserted into the topandbottomrailat
lockstiletoguidethecatchbolt.
Bottom hinge assembly (see
attached drawing Part No.
MDAC350153B)
1
Located11/8" frombottomrailofstile
opposite lock jamb stile and secured to
each stile with two #8 x 1/2" Phillips
panheadTekscrews.
Top hinge assembly (see
attached drawing Part No.
MDAC350153T)
1
Located 11/8" from top rail of stile
opposite lock jamb stile and secured to
each stile with two #8 x 1/2" Phillips
panheadTekscrews.
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page7of9
5.0 TestSpecimenDescription:(Continued)
5.7 Hardware:(Continued)
Description Quantity Location
Fixed hinge assembly (see
attached drawing Part No.
MDAC350150)
6
Located 321/2" and 64" from sill of
each panel to panel joint and at fixed
jamb, secured to each stile and lateral
frameat fixed jambwith two#8x1/2"
PhillipspanheadTekscrews.
Adjustable lever (seeattached
drawing Part No.
AC/35.01.129).
16
Located in lateral frame at jambs,
screwed into frame approximately 4"
fromeachendand12"oncenterspacing
forjambadjustment.
5.8 Reinforcement:Noreinforcementwasutilized.
5.9 ScreenConstruction:Noscreenwasutilized.
6.0 Installation:
ThespecimenwasinstalledintoaPinewoodbuck. Theroughopeningallowedfora
1/4" shimspace. The interiorandexteriorperimetersof thedoorwere sealedwith
structuralsiliconesealant.
Location AnchorDescription AnchorLocation
Through compensation
channelatheadandjambs,
throughraisedlowertrack
andcompensationchannel
atsill.
#10 x 1" Phillips flat head
screw at head and jambs and
#10 x 11/2" Phillips pan
headscrewatsill.
2" from each corner and
12"oncenterspacing.
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page8of9
7.0 Test Results: The temperature during testing was 18°C (65°F). The results are
tabulatedasfollows:
AS4420.2,DeflectionTest
Load
(Pa)
Indicator
Location
Measured
Displacement
(mm)
Midspan
deflection
(mm)
Allowed
(mm)
Deflection
/Span
Ratio
Note
+1000
1 4.57
14.61 16.25 1:1661,2,3,4,
52 19.56
3 5.33
1000
1 6.10
15.11 16.25 1:1611,2,3,4,
52 22.35
3 8.38
AS4420.3,OperatingForceTest
Titleoftest Measuredforce(N) Allowed(N) Note
Toinitiatemovement 8.9 180 1,5
Tosustainmovement 8.9 110 1,5
AS4420.4, AirInfiltrationTest
TitleoftestMeasured
infiltration(L/sm2)
Allowed
(L/sm2)Note
Positiveairinfiltration 0.1 1.0 1,5
Negativeairinfiltration 0.1 1.0 1,5
AS4420.5,WaterPenetrationResistanceTest
Titleoftest Results Allowed Note
WaterPenetrationat150Pa PassNouncontrolled
water1,5
AS4420.6,UltimateStrengthTest
Titleoftest Results Allowed Note
+1500Pa Pass Nocollapse 1,2,5,6
1500Pa Pass Nocollapse 1,2,5,6
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Page9of9
7.0 TestResults:(Continued)
General Note:Alltestingwasperformedinaccordancewiththereferencedstandard(s).
Note1:OperationandpreloadingasdescribedinAS4420.1wereperformedpriorto
testing.
Note2:LocationofalldisplacementmeasuringdevicesinAppendixA.
Note3:Spanlengthbetweensupportsis2438mm.
Note4:Loadswereheldfor60 seconds.
Note5:TestspecimencompliedwithtestrequirementsofAS2047.1.
Note6:Loadswereheldfor10seconds.
IntertekATIwillservicethisreportfortheentiretestrecordretentionperiod.Testrecords
that are retained such as detailed drawings, datasheets, representative samples of test
specimens,orotherpertinentprojectdocumentationwillberetainedbyIntertekATI for
theentiretestrecordretentionperiod.
Thisreportdoesnotconstitutecertificationofthisproductnoranopinionorendorsement
by this laboratory. It is theexclusivepropertyof theclientsonamedhereinandrelates
onlytothespecimen(s)tested.Thisreportmaynotbereproduced,exceptinfull,without
thewrittenapprovalofIntertekATI.
ForIntertekATI
___________________________________________ ________________________________________________
JarodS.Hardman LeatonKirk
LaboratoryManager Director–RegionalOperations
JSH:ss
Attachments(pages):Thisreportiscompleteonlywhenallattachmentslistedareincluded.
AppendixA:Diagrams(1)
AppendixB:Drawings(33)
ThisreportproducedfromcontrolleddocumenttemplateATI00479,issued 01/27/12.
TestReportNo.:E1588.0230147
ReportDate:02/24/15
AppendixA
Diagrams
TestReportNo.:E1588.0230147
ReportDate:02/24/15
Diagram 1 – Deflection Measurement Locations
Deflection 1
Deflection 2
Deflection 3
TestReportNo.:E1588.0230147
ReportDate:02/24/15
AppendixB
Drawings
E1588-301-47
02/04/2015
Report #:
Date:
Verified by: