ArchitecturalTest ing

TESTREPORT

ReportNo.:E3210.01­301­47

Renderedto:

CRLAURENCECO.,INC.

Vernon,California

PRODUCTTYPE:SlidingGlassDoor

SERIES/MODEL:3000

SPECIFICATION(S):AAMA/WDMA/CSA101/I.S.2/A440­11,NAFS2011­NorthAmerican

FenestrationStandard/SpecificationforWindows,Doors,andSkylights.

Title SummaryofResults

AAMA/WDMA/CSA101/I.S.2/A440­11ClassCW– PG40:SizeTested2438x

2438mm(96x96in.)–TypeSD

DesignPressure ±1920 Pa(±40.10 psf)

AirInfiltration 1.0 L/s/m2 (0.20 cfm/ft2)

WaterPenetrationResistanceTestPressure 290 Pa(6.06 psf)

TestCompletionDate: 11/25/14

ReferencemustbemadetoReportNo.E3210.01­301­47,dated01/05/15forcompletetest

specimendescriptionanddetailedtestresults.

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1.0 ReportIssuedTo: CRLaurenceCo.,Inc.

2100East38thStreet

Vernon,California90058

2.0 TestLaboratory: ArchitecturalTesting,Inc.

4RanchoCircle

LakeForest,California92630

949­460­9600

3.0 ProjectSummary:

3.1 ProductType:SlidingGlassDoor

3.2 Series/Model: 3000

3.3 ComplianceStatement: Resultsobtainedaretestedvaluesandweresecuredby

using the designated test method. The specimen tested successfully met the

performancerequirementsforaClassCW–PG40:SizeTested2438x2438mm

(96x96in.)–TypeSD rating.

3.4 TestDate: 11/25/14

3.5 TestRecordRetentionEndDate:Alltestrecordsforthisreportwillberetained

untilNovember25,2018.

3.6 TestLocation:CRLaurenceCo.,Inc.testfacilityinVernon,California.Calibration

of test equipment was performed by Architectural Testing in accordance with

AAMA 205­01 "In­Plant Testing Guidelines for Manufacturers and Independent

Laboratories".

3.7 Test Specimen Source: The test specimen was provided by the client.

Representative samples of the test specimen will be retained by Architectural

Testingforaminimumoffouryearsfromthetestcompletiondate.

3.8 Drawing Reference: The test specimen drawings have been reviewed by

ArchitecturalTestingandarerepresentativeofthetestspecimenreportedherein.

TestspecimenconstructionwasverifiedbyArchitecturalTestingperthedrawings

locatedinAppendixC.Anydeviationsaredocumentedhereinoronthedrawings.

3.9 ListofOfficialObservers:

Name Company

MarcoRamirez CRLaurenceCo.,Inc.

JarodS.Hardman ArchitecturalTesting,Inc.

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4.0 TestSpecification:

AAMA/WDMA/CSA 101/I.S.2/A440­11, NAFS 2011 ­ North American Fenestration

Standard/SpecificationforWindows,Doors,andSkylights.

5.0 TestSpecimenDescription:

5.1 ProductSizes:

OverallArea:5.95 m²(64.0 ft2)

Width Height

millimeters inches millimeters inches

Overallsize 2438 96 2438 96

Activepanel 1253 49­11/32 2374 93­15/32

Screen 1280 50­3/8 2372 93­3/8

5.2 FrameConstruction:

FrameMember Material Description

Head AluminumThermallybrokenextrusionconsistingofheadinterior (see attached Part No. D1017) andheadexterior(seeattachedPartNo.DE017).

Head Nylon

Screen door bumper and cap (see attachedPart No. HS3SCEC1), inserted into ends ofscreen trackandsecured through topof trackwithtwo#8x1/2"Phillipsflatheadscrews.

Sill AluminumThermally broken extrusion consisting of sillinterior(seeattachedPartNo.D1027)andsillexterior(seeattachedPartNo.DE018)

Sill StainlesssteelRollertrack(seeattachedDrawing No.EL103),snapfit intosill interior(PartNo.D1027), fulllengthofsill.

Sill PVCSillriser(seeattachedDrawing No.3000­154)pressfitintosillexterior(PartNo.DE018)fulllengthofsill.

Sill AluminumThreshold cap (see attached Part #DU007),snapfitintosillexterior(PartNo.DE018)fromjambtointerlockontopofsillriser.

Jambs AluminumThermallybrokenextrusionconsistingofjambinterior (see attached Part No. D1016) andjambexterior(seeattachedPartNo.DE1016).

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5.0 TestSpecimenDescription:(Continued)

5.2 FrameConstruction:(Continued)

Joinery Type Detail

Allcorners Coped

Securedthrough jambs intoheadwithtwo#8x 1" Phillips truss head screws into screwbosses. Secured through jambs into sill withone #8 x 1" Phillips truss head screw atexteriorsideintoscrewbossesandone#8x2"Phillips truss head screw at interior side intoscrewbosses.

5.3 Panel Construction:

Panel Member Material Description

Fixedpaneltoprail

AluminumThermally broken extrusion consisting of toprail interior(seeattachedPartNo.D1002)andtoprail exterior(seeattachedPartNo.DE002).

Fixedpanelbottomrail

Aluminum

Thermally broken extrusion consisting ofbottom rail interior (see attached Part No.DE051)andbottomrailexterior(seeattachedPartNoD1051).

Fixedpaneljambstile

AluminumThermallybrokenextrusionconsistingof stileinterior (seeattachedPartNo.D1022)andstileexterior(seeattachedPartNo.DE022).

Fixedpanelinterlock

Aluminum

Thermally broken extrusion consisting ofinterlock interior (see attached Part No.D1021) and interlock exterior (see attachedPartNo.DE021).

Activepaneltoprail

AluminumThermallybrokenextrusionconsistingofheadinterior (see attached Part No. DE002) andheadexterior(seeattachedPartNo.D1002).

Activepanelbottomrail

Aluminum

Thermally broken extrusion consisting ofbottom rail interior (see attached Part No.D1051)andbottomrailexterior(seeattachedPartNoDE051).

Activepanellockstile

AluminumThermallybrokenextrusionconsistingof stileinterior(seeattachedPart No.D1009)andstileexterior(seeattachedPartNo.DE009).

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5.0 TestSpecimenDescription:(Continued)

5.3 PanelConstruction:(Continued)

Panel Member Material Description

Activepanel

interlockAluminum

Thermally broken extrusion (see attached

DrawingNo.3001­109),interlockcap(PartNo.

EC327BLN)fittedtotopofextrusionatheadof

interior and secured with two #10 x 1­1/2"

Phillipsflatheadscrews.

Activepanel

interlockPVC

Ventisolator(seeattachedDrawingNo.3000­

160) press fit into active panel interlock

extrusion(PartNo.300­109).

Fixedpanel

interlockPVC

Ventisolator(seeattachedDrawingNo.3000­

159),snapfitoverfixedpanelinterlock.

Joinery Type Detail

Allcorners Flush

Securedthroughjambstilesattoprailwith one

#8x2"Phillips trussheadscrew, through the

fixedjambstilesatbottomrailwith one #8x3"

Phillips truss head screw, and through active

jamb stiles at bottom rail with two #12 x 4"

Phillipstrussheadscrews.

5.4 Weatherstripping:

Description Quantity Location

2fingervinylweatherstrip 1row

Insertedintothermalbreakatexterior

side,fulllengthofhead,sill,andjambs

(seeattachedDrawingNo.DP­SP­011).

0.270x0.250triplefinweather

strip1row

Insertedintothermalbreakat interior

side,fulllengthofhead,sill,andjambs.

0.270x0.250triplefinweather

strip1row

Inserted into interior legof fixed jamb

andfixedpanelventisolatorfulllength

ofspan.

0.190x0.310plainpileweather

strip2rows

Insertedintoactivepanelventisolator

fulllengthofspan.

PVCsweepgasket 1row

Inserted into fixed panel vent isolator

full length of span (see attached

DrawingNo.3000­158).

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5.0 TestSpecimenDescription:(Continued)

5.5 Glazing: Noconclusionsofanykindregarding theadequacyor inadequacyof the

glassinanyglazedtestspecimen(s)canbemade.

Glass

TypeSpacerType

Interior

Lite

Exterior

LiteGlazingMethod

1"IG

Aluminum

Spacer– Dual

Seal(A1­D)

1/4"

tempered

1/4"

tempered

Channel glazed with 1" glazing

gasketDrawingNo.3000­162.

Location QuantityDaylightOpening

GlassBitemillimeters inches

Activepanel 1 1098x2236 43­1/4x88 5/8"

Fixedpanel 1 1095x2236 43­1/8x88 5/8"

5.6 Drainage:

DrainageMethod Size Quantity Location

Weephole 1­3/4"x1/4" 6

One located 3­1/4" from each corner

andfourlocatedmid­spanofsill2"on

center spacing frommid­point. Weep

cover, Drawing No. USA­2960 fitted

with Drawing No. USA­2961, inserted

intoeachweephole.

Breathingport 1"x1/2" 2

Reliefcutintocenterlegthermalbreak

ofsillateachjamb,allowingairflowto

travel up the jamb thermal break

centerleg.

5.7 Hardware:

Description Quantity Location

Handlehardwareset 1

Part #BOH1011, centered 42" from sill

andsecuredthrough lockstilewithtwo

#10­32 x 2.25" Phillips oval head

screws.

Mortiselock 1

Part #BOH1016, centered 42" from sill

andsecuredinsideofjambstilewithtwo

#10x1/2"Phillipsflatheadscrews.

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5.0 TestSpecimenDescription:(Continued)

5.7 Hardware:(Continued)

Description Quantity Location

Deepbacksetstrike 1

Drawing#0132,securedtoactivepanel

jamb with four #12 x 4" Phillips flat

head screws through predrilled holes,

centered directly opposite lock

hardware.

Screenstrike 1

Fastened to lock jamb42" fromsill and

secured with two 8­32 x 1/2" Phillips

hexheadscrews.

PVCguide 1row

Insertedintotheinteriorlegofthehead,

sill, and jambs (see attached Drawing

No.USA­3180).

Ventstop 1

Securedat fixed jamb in sillwith#14x

1­1/2" Phillips flat head screws (see

attachedDrawingNo.3025­060).

Ventstopbumper 1

Rubberbumperpressfitintoendofvent

stop directly opposite active panel

interlock.

Fixedpanelclip 2

Inserted into ends of fixed panel

interlock and secured with one #12 x

3/4" Phillips hex head screw into the

interlock and two#12 x 3/4" hex head

screws into both the head and sill to

retain the fixed panel (see attached

DrawingNo.3025­062).

3­1/2"radiusendplug 1

Inserted into both interlocks at sill to

coverfasteneraccesshole(seeattached

DrawingNo.3000­150).

2­1/4"radiusendplug 1

Insertedintofixedpanelinterlockatsill

to cover fastener access hole (see

attachedDrawingNo.3000­153).

Roundendplug 2

Inserted into active panel interlock at

head to cover fastener access hole (see

attachedDrawingNo.3000­152).

Dualwheelrollerassembly 2

Insertedintobottomrailofactivepanel

and secured at jambs with fasteners

used to join jamb to rail (see attached

PartNo.1997­PRS­3115SS).

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5.0 TestSpecimenDescription:(Continued)

5.8 Reinforcement:Noreinforcementwasutilized.

5.9 ScreenConstruction:

FrameMaterial CornerConstruction MeshType MeshAttachmentMethod

Aluminum

Miteredcornerwith

cornerkeysecured

withfour#6x9/16"

Torxtrusshead

screws,twoperside

Heavy­Duty

Fiberglass3/16"solidfoamspline

6.0 Installation:

ThespecimenwasinstalledintoaPinewoodbuck. Theroughopeningallowedfora

1/4" shim space. The exterior and interior perimeter of the door was sealed with

structuralsiliconesealant.

Location AnchorDescription AnchorLocation

Throughframe

fullperimeter#10x2"Phillipsflatheadscrews

Two fasteners at eachpoint, 3"

formcornersand15"oncenter

spacing.

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7.0 Test Results: The temperature during testing was 22°C (71°F). The results are

tabulatedasfollows:

TitleofTest Results Allowed Note

OperatingForce,

perASTME2068

Initiatemotion:

173.5 N(39.0 lbf) 180N(40.5 lbf) max.

Maintainmotion:

62.3N(14.0 lbf) 115N(25.9 lbf) max.

Locks:

8.9 N(2.0 lbf) 100 N(22.5 lbf) max.

AirLeakage,

InfiltrationperASTME283

at75 Pa(1.57 psf)

1.0 L/s/m2

(0.20 cfm/ft2)

1.5 L/s/m2

(0.3 cfm/ft2) max. 1

WaterPenetration,

perASTME547

at140Pa(2.92 psf) N/A N/A 3

UniformLoadDeflection,

perASTME330

Deflectionstakenatinterlock

+720 Pa(+15.04 psf)

­720Pa(­15.04 psf) N/A N/A 3

UniformLoadStructural,

perASTME330

Permanentsets takenatinterlock

+1080Pa(+22.56psf)

­1080Pa(­22.56 psf) N/A N/A 3

ForcedEntryResistance,

per ASTMF842,

Type:A­Grade:10 Pass Noentry

ForcedEntryResistance,

per ASTMF842,

Type:D Pass Noentry

Deglazing,

perASTME987

Operatingdirection,

320N(70lbf) Pass Meetsasstated

Remainingdirection,

230N(50lbf) Pass Meetsasstated

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7.0 TestResults:(Continued)

Optional Performance

TitleofTest Results Allowed Note

WaterPenetration,

perASTME547

at290Pa(6.06 psf) Pass Noleakage 2

UniformLoadDeflection,

perASTME330

Deflectionstakenatinterlock

+1920 Pa(+40.10 psf)

­1920Pa(­40.10 psf)

10.9mm(0.43")

9.9mm(0.39")

13.2mm(0.52")max.

13.2mm(0.52")max. 4,5

UniformLoadStructural,

perASTME330

Permanentsetstakenatinterlock

+2880Pa(+60.15 psf)

­2880Pa(­60.15 psf)

0.5mm(0.02")

0.3mm(0.01")

6.9mm(0.27")max.

6.9mm(0.27")max. 4,5

Note 1: The tested specimen meets (or exceeds) the performance levels specified in

AAMA/WDMA/CSA101/I.S.2/A440forairleakageresistance.

Note2:Withandwithoutinsectscreen.

Note3:Theclientoptedtostartatapressurehigherthantheminimumrequired. Test

resultsarereportedunderOptionalPerformance.

Note4:Loadswereheldfor10seconds.

Note5:Tapeandfilmwereusedtosealagainstairleakageduringstructuraltesting.In

ouropinion,thetapeandfilmdidnotinfluencetheresultsofthetest.

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Architectural Testing will service this report for the entire test record retention period.

Test records such as detailed drawings, datasheets, representative samples of test

specimens, or other pertinent project documentation, will be retained by Architectural

Testing,Inc.fortheentiretestrecordretentionperiod.

Thisreportdoesnotconstitutecertificationofthisproductnoranopinionorendorsement

by this laboratory. It is theexclusivepropertyof the client sonamedhereinand relates

onlytothespecimen tested.Thisreportmaynotbereproduced,exceptinfull,withoutthe

writtenapprovalofArchitecturalTesting,Inc.

ForARCHITECTURALTESTING,Inc.

___________________________________________ ________________________________________________

JarodS.Hardman LeatonKirk

LaboratoryManager Director–RegionalOperations

JSH:ss

Attachments(pages):Thisreportiscompleteonlywhenallattachmentslistedareincluded.

Appendix­A:AlterationAddendum(1)

Appendix­B:LocationofAirSeal(1)

Appendix­C:Drawings(83)

ThisreportproducedfromcontrolleddocumenttemplateATI00438,revised06/27/14.

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AppendixA

AlterationAddendum

Note:Noalterationswererequired.

TestReportNo.:E3210.01­301­47

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AppendixB

LocationofAirSeal:Theairsealbetweenthetestspecimenandthetestwallisdetailed

below. Theseal ismadeoffoamweatherstrippingandisattachedtotheedgeofthetest

specimen buck. The test specimen buck is placed against the test wall and clamped in

place,compressingtheweatherstrippingandcreatingaseal.

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AppendixC

Drawings