TESTREPORT
ReportNo.:E1588.0130147
Renderedto:
CRLAURENCECO.,INC.
Vernon,California
PRODUCTTYPE:OutSwingAluminumBiFoldDoor
SERIES/MODEL:MontereyS55
SPECIFICATION(S):AAMA/WDMA/CSA101/I.S.2/A44008,NAFSNorthAmerican
FenestrationStandard/SpecificationforWindows,Doors,andSkylights.
Title SummaryofResults
AAMA/WDMA/CSA101/I.S.2/A44008 SP–PG20:2926x2570mm
DesignPressure ±960Pa(±20.05 psf)
AirInfiltration 0.1 L/s/m2 (0.01cfm/ft2)
WaterPenetrationResistanceTestPressure 150 Pa(3.13 psf)
TestCompletionDate: 01/21/15
ReferencemustbemadetoReportNo.E1588.0130147,dated02/18/15forcompletetest
specimendescriptionanddetailedtestresults.
������������ ��� ���� �����������
��� ������������������ �������������
��������� ����� ��� �������� �� ���� !"#�$�%
TestReportNo.:E1588.0130147
ReportDate:02/18/15
Page1of10
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 method. The specimen tested successfully met the
performancerequirementsforaSP–PG20:2926x2570mm rating.
3.4 TestDates:09/29/1401/21/15
3.5 TestRecordRetentionEndDate:Alltestrecordsforthisreportwillberetained
untilJanuary21,2019.
3.6 TestLocation:CRLaurenceCo.,Inc.testfacilityinVernon,California.Calibration
oftestequipmentwasperformedbyIntertekATIinaccordancewithAAMA205
01"InPlantTestingGuidelinesforManufacturersandIndependentLaboratories".
3.7 Test Specimen Source: The test specimen was provided by the client.
RepresentativesamplesofthetestspecimenwillberetainedbyIntertekATIfora
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.:E1588.0130147
ReportDate:02/18/15
Page2of10
4.0 TestSpecification:
AAMA/WDMA/CSA 101/I.S.2/A44008, NAFS North American Fenestration
Standard/SpecificationforWindows,Doors,andSkylights.
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
5.2 FrameConstruction:
FrameMember Material Description
Head,sill,andjambs
Aluminum
Compensation channel, see attached drawingDieNo.12177,securedtoopeningatheadandjambs with #10 x 11/2" Phillips pan headscrew,2" fromeachcornerand12"oncenterspacing.
Sill PlasticGlazing support shim, inserted intocompensation channel prior to raised bottomtrackbeinginserted.
Sill Aluminum
Raisedbottomtrack,seeattacheddrawingDieNo. 12180, secured through glazing supportshimandcompensationchannelwithone#10x11/2"Phillipspanheadscrew,2"fromeachendand12"oncenterspacing.
Head Aluminum Toptrack,seeattacheddrawingDieNo.12178.
Jambs AluminumLateral frame, see attached drawing Die No.12184, secured to compensationchannelwithadjustablelevelerPart#AC/35.01.129.
TestReportNo.:E1588.0130147ReportDate:02/18/15
Page3of10
5.0 TestSpecimenDescription:(Continued)
5.2 FrameConstruction:(Continued)
Joinery Type Detail
Allcorners Flush
End dam (see attached Drawing No. MD55001)sealedatcornerswithstructuralsiliconesealantandcapbeadappliedtocompensationchannel to frame joint and compensation fullperimeterattheinteriorandexterior.
5.3 Panel Construction:
Panel Member Material Description
Toprail,bottomrail,andstiles
AluminumPanel frame, see attached drawing Die No.12181.
Lockstile Aluminum
Jamb extender, see attached drawing Die No.12183, snap fit to lock stile of primary panelandsecuredwith#8x11/2"Phillipspanheadscrews 4" from each end and approximately18"oncenterspacing.
Joinery Type Detail
Allcorners Mitered
Secured at corners with corner block (seeattached drawing Part No. MDCORNERW andMDCORNERWBH), each corner block insertedinto adjoining member and retained by threedimples in metal. Corner block with holeutilized at lock stiles, all other corners werecornerblockwithouthole.
5.4 Weatherstripping:
Description Quantity Location
Bulb gasket (see attachedDrawingNo.WH343)
2rowsInsertedintochannelsofcompensationchannelfullperimeterofframe.
Foamfilled1/4"bulbgasket 1rowInsertedintochannelofexteriorlegofraisedtoptrackandbottomtrack.
Foamfilled1/4"bulbgasket 1rowInserted intochannelof interior legoflateralframe.
Foamfilled1/4"bulbgasket 2rowsInserted intochannelsof lateral frameatjambs.
TestReportNo.:E1588.0130147ReportDate:02/18/15
Page4of10
5.0 TestSpecimenDescription:(Continued)
5.4 Weatherstripping:(Continued)
Description Quantity Location
Foamfilled1/4"bulbgasket 1row Insertedintochannelofglazingbeads.
Rigid EPDM gasket (seeattached drawing Part No.AC/35.02.09)
1rowInsertedintoinnermostchanneloftoprailofeachpanel.
Rigid EPDM gasket (seeattached drawing Part No.AC/35.02.09)
2rowsInsertedintoinnermostandoutermostchannelofbottomrailofeachpanel.
Rigid EPDM gasket (seeattached drawing Part No.AC/35.02.09)
1row Insertedintochanneloftoptrack.
EPDM Gasket (see attacheddrawingPartNo.AC/35.02.03)
3rowsInsertedintochannelsofhingestilesofeachpanel.
5.5 Glazing: Noconclusionsofanykindregarding theadequacyor inadequacyof theglassinanyglazedtestspecimen(s)canbemade.
Glass
TypeSpacerType
Interior
Lite
Exterior
LiteGlazingMethod
1"IGAluminum
spacer– Dualseal(A1D)
5/32"tempered
5/32"tempered
Interior glazed with snap inglazing stop with glazing gasket,see attached drawings Die No.12185 andPart#AC/35.02.17.
Location QuantityDaylightOpening
GlassBitemillimeters inches
Panel 3 792 x2316 313/16x913/16 1/2"
TestReportNo.:E1588.0130147ReportDate:02/18/15
Page5of10
5.0 TestSpecimenDescription:(Continued)
5.6 Drainage:
DrainageMethod Size Quantity Location
Weephole 3/4"x3/16" 7
Through bottom of exterior leg ofcompensation channel and fittedwithweepholecover(seeattacheddrawingPart#MDWHC),8"fromeachendand16"oncenterspacing.
Weephole 2"x3/8" 8
Throughbottomhorizontalmemberofraisedbottom track to allowdrainageinto compensation channel, 5" fromeachendand15"oncenterspacing.
Weephole 2"x1/4" 6
Throughtophorizontalmemberofthebottom rail of each panel betweeninner and center leg of extrusion toallowglazingpocked todrain, locatedateachendoftheglazingpocket.
Weephole 2"x1/4" 6
Throughtophorizontalmemberofthebottom rail of each panel betweencenter and outer leg of extrusion toallowglazingpocked todrain, locatedateachendoftheglazingpocket.
Weephole 2"x1/4" 6
Through lower horizontal member ofthebottomrailofeachpanelbetweeninner and center leg of extrusion toallow the glazing pocket to drain,located at each end of the glazingpocket.
Weephole 2"x1/4" 6
Through lower horizontal member ofthebottomrailofeachpanelbetweencenter and outer leg of extrusion toallow the glazing pocket to drain,located at each end of the glazingpocket.
TestReportNo.:E1588.0130147
ReportDate:02/18/15
Page6of10
5.0 TestSpecimenDescription:(Continued)
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 topandbottomrail at
lockstiletoguidethecatchbolt.
Bottom hinge assembly (see
attached drawing Part No.
MDAC350153B)
1
Located11/8" frombottomrail ofstile
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.
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.
TestReportNo.:E1588.0130147
ReportDate:02/18/15
Page7of10
6.0 Installation:
ThespecimenwasinstalledintoaPinewoodbuck. Theroughopeningallowedfora
1/4" shimspace. The interiorand exteriorperimetersof thedoor were sealedwith
structuralsiliconesealant.
Location AnchorDescription AnchorLocation
Throughcompensation
channelatheadandjambs,
throughraisedlowertrack
andcompensationchannel
atsill.
#10 x 1" Phillips flat head
screwat head and jambs and
#10 x 11/2" Phillips pan
headscrewatsill
2" from each corner and
12"oncenterspacing.
TestReportNo.:E1588.0130147
ReportDate:02/18/15
Page8of10
7.0 Test Results: The temperature during testing was 18°C (65°F). The results are
tabulatedasfollows:
TitleofTest Results Allowed Note
OperatingForce,
perASTME2068
Initiatemotion:
8.9 N(2 lbf) 135N(30 lbf) max.
Maintainmotion:
8.9 N(2 lbf) 90 N(20 lbf) max.
Locks:
31.1 N(7 lbf) 100 N(22.5 lbf) max.
AirLeakage,
InfiltrationperASTME283
at75 Pa(1.57 psf)
0.1 L/s/m2
(0.01 cfm/ft2)
1.5 L/s/m2
(0.3 cfm/ft2) max. 1
WaterPenetration,
perASTME547
at140Pa(2.92 psf) N/A N/A 2
UniformLoadDeflection,
perASTME330
Deflections takenatnonlocking
hingestile
+720 Pa(+15.04 psf)
720Pa(15.04 psf) N/A N/A 2
UniformLoadStructural,
perASTME330
Permanentsets takenatnon
lockinghingestile
+1080Pa(+22.56 psf)
1080Pa(22.56 psf) N/A N/A 2
ForcedEntryResistance,
per ASTMF842,
Type:AGrade:10 Pass Noentry
ForcedEntryResistance,
per AAMA1304, Pass Noentry
TestReportNo.:E1588.0130147
ReportDate:02/18/15
Page9of10
7.0 TestResults:(Continued)
Optional Performance
TitleofTest Results Allowed Note
WaterPenetration,
perASTME547
at150Pa(3.13 psf) Pass Noleakage
UniformLoadDeflection,
perASTME330
Deflections takenatnonlocking
hingestile
+960 Pa(+20.05 psf)
960Pa(20.05 psf)
14.5mm(0.57")
15.0mm(0.59") ReportOnly 3,4,5
UniformLoadStructural,
perASTME330
Permanentsets takenatnon
lockinghingestile
+1440Pa(+30.08 psf)
1440Pa(30.08 psf)
0.3 mm(0.02")
0.5 mm(0.01")
9.4mm(0.37")max.
9.4mm(0.37")max. 4,5
Note 1: The tested specimen meets (or exceeds) the performance levels specified in
AAMA/WDMA/CSA101/I.S.2/A440forairleakageresistance.
Note2:Theclientoptedtostartatapressurehigherthantheminimumrequired.Test
resultsarereportedunderOptionalPerformance.
Note3: Thedeflections reportedarenot limitedbyAAMA/WDMA/CSA101/I.S.2/A440
for this product designation. The deflection data is recorded in this report for special
codecomplianceandinformationonly.
Note4:Loadswereheldfor10seconds.
Note5:Tapeandfilmwereusedtosealagainstairleakageduringstructuraltesting.In
ouropinion,thetapeandfilmdidnotinfluencetheresultsofthetest.
TestReportNo.:E1588.0130147
ReportDate:02/18/15
Page10of10
IntertekATI willservicethisreportfortheentiretestrecordretentionperiod.Testrecords
suchasdetaileddrawings,datasheets,representativesamplesof testspecimens,orother
pertinentprojectdocumentation,willberetainedby IntertekATIfortheentiretestrecord
retentionperiod.
Thisreportdoesnotconstitutecertificationofthisproductnoranopinionorendorsement
by this laboratory. It is theexclusivepropertyof the client sonamedhereinand relates
onlytothespecimentested.Thisreportmaynotbereproduced,exceptinfull,withoutthe
writtenapprovalofIntertekATI.
ForIntertekATI
___________________________________________ ________________________________________________
JarodS.Hardman LeatonKirk
LaboratoryManager Director–RegionalOperations
JSH:ss
Attachments(pages):Thisreportiscompleteonlywhenallattachmentslistedareincluded.
AppendixA:AlterationAddendum(1)
AppendixB:LocationofAirSeal(1)
AppendixC:Drawing(33)
ThisreportproducedfromcontrolleddocumenttemplateATI00438,revised06/27/14.
TestReportNo.:E1588.0130147
ReportDate:02/18/15
AppendixA
AlterationAddendum
Alteration#1: Date–01/20/2015
Causeforalteration–failureoflockinghardwareduringstructuralloads
Remedial action taken – locking rod in panels switched from hollow
aluminumto1/420allthreadandlockingboltattachedtorodswitched
fromcastaluminumto4130carbonsteel.
TestReportNo.:E1588.0130147
ReportDate:02/18/15
AppendixB
LocationofAirSeal:Theairsealbetweenthetestspecimenandthetestwallisdetailed
below. Theseal ismadeoffoamweatherstrippingandisattachedtotheedgeofthetest
specimen buck. The test specimen buck is placed against the test wall and clamped in
place,compressingtheweatherstrippingandcreatingaseal.
TestReportNo.:E1588.0130147
ReportDate:02/18/15
AppendixC
Drawings
Report #: E1588-301-47
Date: 02/13/15
Verified by: