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.

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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: