TEST REPORT Report No. : E4231.0130147 - CRL-ARCH · 2016-09-23 · Test Report No.: E4231.0130147...

TESTREPORT

ReportNo.:E4231.0130147

Renderedto:

CRLAURENCE,CO.,INC.

Vernon,California

PRODUCTTYPE:CurtainWall

SERIES/MODEL:4500TSG–UnitGlazed

Title SummaryofResults

DesignPressure ±1920Pa(±40.10 psf)

AirInfiltration 0.1 L/s/m2 (0.01 cfm/ft2)

WaterPenetrationResistanceTestPressure 580 Pa(12.11 psf)

UniformLoadStructuralTestPressure ±2880Pa(±60.15 psf)

ReferencemustbemadetoReportNo.E4231.0130147,dated01/15/2015forcomplete

testspecimendescriptionanddetailedtestresults.

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TestReportNo.:E4231.0130147

ReportDate:01/12/15

Revision1Date:01/15/15

Page1of7

1.0 ReportIssuedTo: CRLaurenceCo.,Inc.

2100East38thStreet

Vernon,California90058

2.0 TestLaboratory: ArchitecturalTesting,Inc.

4RanchoCircle

LakeForest,California92630

9494609600

3.0 ProjectSummary:

3.1 ProductType:CurtainWall

3.2 Series/Model:4500TSG–UnitGlazed

3.3 ComplianceStatement: Resultsobtainedaretestedvaluesandweresecuredby

using the designated test methods. Test specimen description and results are

reportedherein.

3.4 TestDates:12/30/2014

3.5 TestRecordRetentionEndDate:Alltestrecordsforthisreportwillberetained

untilDecember30,2018.

3.6 Test Location: CR Laurence Co., Inc.'s test facility in Vernon, California.

Calibration of test equipment was performed by Architectural Testing in

accordancewithAAMA20501"InPlantTestingGuidelinesforManufacturersand

IndependentLaboratories".

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

Representative samples of the test specimen will be retained by Architectural

Testingforaminimumoffour yearsfromthetestcompletiondate.

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

ArchitecturalTestingandarerepresentativeofthetestspecimenreportedherein.

TestspecimenconstructionwasverifiedbyArchitecturalTestingperthedrawings

locatedinAppendixA.Anydeviationsaredocumentedhereinoronthedrawings.

3.9 ListofOfficialObservers:

Name Company

GarrettOsterode CRLaurenceCo.,Inc.

RonWooten CRLaurenceCo.,Inc.

JarodS.Hardman ArchitecturalTesting,Inc.


ReportDate:01/12/15


Page2of7

4.0 TestMethods:

ASTM E 28304, Test Method for Determining Rate of Airflow Through ExteriorWindows, Curtain Walls and Doors Under Specified Pressure Differences Across the

Specimen.

ASTME33002,TestMethod forStructuralPerformanceofExteriorWindows,Curtain

WallsandDoorsbyUniformStaticAirPressureDifference.

ASTME33100,TestMethodforWaterPenetrationofExteriorWindows,CurtainWalls

andDoorsbyUniformStaticAirPressureDifference.

5.0 TestSpecimenDescription:

5.1 ProductSizes:

OverallArea:12.59m²

(135.54 ft2)

Width Height

millimeters inches millimeters inches

Overallsize 4604 1811/4 2735 10711/16

Panel size 1524 60 2735 10711/16

5.2 FrameConstruction:

FrameMember Material Description

Sill Aluminum

Subsill(seeattachedPartNo.TW703)securedtobuckwith3/8"x2"zinccoatedlagbolts6"from each end and 18" on center spacing,sealed at top of interior leg with cap bead ofsiliconesealantfulllengthofspan.

Sill AluminumBase unit extrusion (see attached Part No.TW747).

Head AluminumHeader extrusion (see attached Part No.TW744).

Jamb Aluminum Flushfiller(seeattachedPartNo.PS145).

Jamb AluminumVertical end mullion (see attached Part No.TW718).

Horizontalmullion

AluminumHorizontal mullion (see attached Part No.TW728).


ReportDate:01/12/15


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5.0 TestSpecimenDescription:(Continued)

5.2 FrameConstruction:(Continued)

FrameMember Material Description

Verticalmullion Aluminum

Female vertical extrusion (see attached Part

No. TW770) press fit over male vertical

extrusion (Part No. TW771) exposed interior

unionjointwassealedatsillapproximately2"

upfromtopofsubsill.

Verticalmullion Aluminum

Male vertical extrusion (see attachedPartNo.

TW771)pressfitintofemaleverticalextrusion

(PartNo.TW771),exposedinteriorunionjoint

wassealedatsillapproximately2"upfromtop

ofsubsill.

Head,sill,

horizontal

mullions

Aluminum

Horizontal face cap (see attached Part No.

TW917),press fit toexterior faceofmembers

and retainedby trimmountingclips (PartNo.

NC900)2"fromendsand6"oncenterspacing.

Jambs,vertical

mullionsAluminum

Vertical face cap (see attached Part No.

TW912),press fit toexterior faceofmembers

and retainedby trimmountingclips (PartNo.

NC900)2"fromends and6"oncenterspacing.

Sill Aluminum

End dam (see attached Part No. EL680), slid

into endsof sub sill (PartNo.TW703), sealed

with silicone sealant and secured with two

zinc plated #8 x 5/8" Phillips oval head Tek

screws.

Joinery Type Detail

Allcorners Flush

Secured through vertical jamb members at

head and sill joints into screw bosses with

three#10x1"Phillipshexheadscrews.

Horizontal

mullionsFlush

Secured through verticalmembers into screw

bosses with four #10 x 1" Phillips hex head

screws.

Vertical

mullionsSnapfit

Secured at male female union with snap fit

system.


ReportDate:01/12/15


Page4of7


5.3 Weatherstripping:

Description Quantity Location

15/32"EPDMGasket

(PartNo.NP726)2rows

Press fit into interior side of vertical

andsillfacecapsfulllengthofspan.

15/32"EPDMGasket

PartNo.NP726)2rows

Pressfitintointeriorsideofhorizontal

mullion and head face caps full length

ofspanwith10"spaceslocated8"from

eachend oftheundersideofthecaps.

11/32"EPDMGasket

(PartNo.NP718)1row

Pressfit intoexteriorfaceofhead,sill,

and jamb framemember full lengthof

glazingpocket.

11/32"EPDMGasket

(PartNo.NP718)2rows

Pressfitintoexteriorfaceofhorizontal

and vertical mullion full length of

glazingpocket.

CurtainWallGasket

(PartNo.NP503)1row

Press fit into male vertical extrusion

(PartNo.TW771) at exterior face, full

lengthofmember.

VinylIsolator

(PartNo.VS200000021)1row

Inserted into interior side of inner

most leg of male vertical extrusion

(PartNo.TW771).

5.4 Glazing: Noconclusionsofanykindregardingtheadequacyor inadequacyof the

glassinanyglazedtestspecimen(s)canbemade.

Glass

TypeSpacerType

Interior

Lite

Exterior

LiteGlazingMethod

1"IG

Aluminum

Spacer–Dual

Seal(A1D)

1/4"

tempered

1/4"

tempered

Capture glazedwith back bead of

structural silicone sealant at the

verticalmullionmembers.Secured

inplaceatthehorizontalmullions

andheadwithsnapinfacecaps.

Location QuantityDaylightOpening

GlassBitemillimeters inches

Upperlite 3 1470x1765 577/8 x691/2 1/2"

Lowerlite 3 1470x795 577/8x319/32 1/2"


ReportDate:01/12/15


Page5of7


5.5 Drainage:

DrainageMethod Size Quantity Location

Weephole 1/8"x6" 12

8" from ends and 12" on center

spacing through exterior face of base

unitextrusion(PartNo.TW747).

Weephole1/4"

diameter12

4"fromendsofhorizontalmullionand

headfacecaps(PartNo.TW917).

5.6 Hardware:

Description Quantity Location

Mountingclipheadanchor 9

Located at the head of the specimen,

three per panel, with 5" from each end

and midspan of each panel, each

securedtobuckwithone3/4"x2"zinc

coatedlagbolt.

Trimmountingclip 132

Twist locked intoexterior faceof frame

members 2" from each end of member

and 6" on center spacing, 21 clips per

jamb and 10 clips per horizontal

member.

5.7 Reinforcement:

Part Number Location Material

TW700

Clipfittointeriorsideofmale

verticalextrusion(PartNo.

TW771)

Aluminum

6.0 Installation:

ThespecimenwasinstalledintoaPinewoodbuck. Theroughopeningallowedfora

1/4"–1/2"shimspace.Theinteriorandexteriorperimeterofthewindowwassealed

withsiliconesealant.

Location AnchorDescription AnchorLocation

Through

headclip3/4"x3"zinccoatedlagbolt

One fastener per clip through

providedpredrilledhole.

Through

subsill3/8"x2"zinccoatedlagbolt

6" from each end and 18" on

centerspacing.


ReportDate:01/12/15


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7.0 Test Results: The temperature during testing was 17°C (63°F). The results are

tabulatedasfollows:

TitleofTest Results Allowed Note

AirLeakage,

perASTME283

at300Pa(6.2psf)

0.1 L/s/m2

(0.01 cfm/ft2)

0.5 L/s/m2

(0.1 cfm/ft2)max.

WaterPenetration,

perASTME331

at580Pa(12.11 psf) Pass Noleakage

UniformLoadDeflection,

perASTME330

takenatverticalmullion

+1920Pa(+40.10 psf)

1920Pa(40.10 psf)

9.4mm(0.37")

11.7mm(0.46")

15.2 mm (0.60")max.

15.2mm (0.60")max. 1,2

UniformLoadStructural,

perASTME330

takenatverticalmullion

+2880Pa(+60.15 psf)

2880Pa(60.15 psf)

0.2mm(0.01")

1.5mm(0.06")

5.6 mm(0.22")max.

5.6 mm(0.22")max. 1,2

General Note:Alltestingwasperformedinaccordancewiththereferencedstandards.

Note1:Loadswereheldfor10seconds.

Note2: Tapeandfilmwereusedtosealagainstairleakageduringstructuraltesting.In

ouropinion,thetapeandfilmdidnotinfluencetheresultsofthetest.


ReportDate:01/12/15


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

Test records that are retained such as detailed drawings, datasheets, representative

samples of test specimens, or otherpertinentproject documentationwill be retainedby

ArchitecturalTesting,Inc.fortheentiretestrecordretentionperiod.

Thisreportdoesnotconstitutecertificationofthisproductnoranopinionorendorsement

by this laboratory. It is theexclusivepropertyof theclientsonamedhereinandrelates

onlytothespecimentested.Thisreportmaynotbereproduced,exceptinfull,withoutthe

writtenapprovalofArchitecturalTesting,Inc.

ForARCHITECTURALTESTING,Inc.

___________________________________________ ________________________________________________

JarodS.Hardman LeatonKirk

LaboratoryManager Director–RegionalOperations

JSH:ss

Attachments(pages):Thisreportiscompleteonlywhenallattachmentslistedareincluded.

AppendixA:Drawings(16)

ThisreportproducedfromcontrolleddocumenttemplateATI00479,issued 01/27/12.


ReportDate:1/12/15


RevisionLog

Rev.# Date Page(s) Revision(s)

0 1/12/15 N/A OriginalReportIssue.

1 1/15/15 Cover,Page1 Revisedseries/model name.


ReportDate:01/12/15


AppendixA

Drawings

TEST REPORT Report No. : E4231.0130147 - CRL-ARCH · 2016-09-23 · Test Report No.: E4231.0130147...

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Transcript of TEST REPORT Report No. : E4231.0130147 - CRL-ARCH · 2016-09-23 · Test Report No.: E4231.0130147...