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.

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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

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