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© 2019 U.S. Institute of Building Documentation (USIBD) Building Better Within Existing Conditions WHY ITS TIME TO LEARN HOW TO USE POINT CLOUDS CHRIS EVERIST, CLIVE JORDAN, JOHN RUSSO, JOHN STEBBINS, JOSH DESTEFANO 2019

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Page 1: Building Better Within Existing Conditions...Figure 2– Reflected ceiling plan view showing overhead systems. Drawing courtesy of Koning Eizenberg Architecture, 3D Point Drawing courtesy

©2019U.S.InstituteofBuildingDocumentation(USIBD)

BuildingBetterWithinExistingConditions

WHYITSTIMETOLEARNHOWTOUSEPOINTCLOUDSCHRISEVERIST,CLIVEJORDAN,JOHNRUSSO,JOHNSTEBBINS,JOSHDESTEFANO

2019

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IntroductiontoSeriesThankyoufortakingthetimetolookdeeperintotheuseoflaserscanningonyourproject.WehavedevelopedthisWhitePaperinthreepartstoofferourguidanceasyouconsiderhowlaserscanningcouldbenefityourproject.

PartOneisacasestudyonhowtovalidatetheaccuracyofaBIMbycomparingitwithpointclouds.Onceyouhavedecidedwhetherlaserscanningcanbenefityourproject,PartTwoguidesyouthroughhowtofindandevaluateaBuildingDocumentationProfessional(BDP).Onceyouhavefoundqualifiedprofessionals,PartThreediscussescurrentbestpracticesBDPsareusingtodaythatcanbedeployedonyourproject.

Part1:Justdon'taskforascan.Knowthattherearelotsofchallengesusingscandata.

Part2:ContractaBuildingDocumentationProfessionalfortherightthings.

Part3:Whatyoumightwanttodowithscandata.

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Authors:

ChristopherEverist,USIBDBIMSubcommitteeChair,BNBuilders–BIMManager

CliveJordan,USIBDBIMSubcommittee,&LOASubcommittee,lodplanner.comSmartLeanBIMTM–Founder&CEO

JohnM.Russo,AIA,USIBDBIMSubcommittee,ArchitecturalResourceConsultants(ARC)–President

JohnStebbins,USIBDBIMSubcommittee,Gafcon,Inc.–BIMProjectManager

JoshDeStefano,USIBDTechnologySubcommittee,DPR–SouthwestVirtualDesign&ConstructionLeader

Abstract

Precisedigital3Drepresentationsofexistingspacescreatedthroughtheprocessoflaserscanningareknownaspointcloudsandcanbereferencedwithincommon3Dmodelingandcoordinationsoftwareusedbybuildingdesignandconstructionprofessionals.However,typicalworkflowsusedwhenworkingwithgeometryinmodelingsoftwarearedifferentthanthoseusedwhenutlizingpointclouds.Inthecontextofanactualproject,thispaperdescribescommonworkflowsforusingpointclouddata.Furthermore,wepresentimportantdecisionstoconsiderbeforepointcloudacquisitionanduse,andwhatrealisticexpectationstosetfortheiruse.

KeyWords

PointCloud,LaserScan,BIM,ModelValidation,BuildingDocumentationProfessional,BDP

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Part1:LimitationsofaCommonApproachtoValidateModelAccuracywithPointCloudDataIntroduction

Usinglaserscanimagery(pointclouddata)tovalidateBuildingInformationModels(BIMs)iscommonplaceintoday’sArchitecture,Engineering,andConstruction(AEC)industry.Thebenefitsofusinglaserscanningtodocumentexistingconditionsarenumerous.However,theprocesstovalidatetheaccuracyofcomplexout-of-plum/out-of-planereal-worldconditionsagainstamodelrepresentation,thatistypicallyorthogonalinnature,isfraughtwithchallenges.ThisCaseStudywilluseareal-worldprojecttoillustrateacommonapproachtovalidatingmodelaccuracywithpointclouddata,illustrateitslimitationsandlookatthepotentialforimprovingtheprocessthroughnewmeans,methods,andtechnologies.

Background

Forauniversitybuildingretrofit,thearchitectdocumentedtheexisting-to-remainspaceusing2Drecorddrawingsprovidedbytheuniversity.TosupportacompleteandaccurateconstructionphaseBIMcoordinationeffort,theexistingconditionsmodelneededtobevalidatedforaccuracy.

CurrentConditions

Comparing point clouds to 3D sol id models Problem / Solution 1 Theaccuracyof3Dmodelsintendedtorepresentexistingspacescanbevalidatedbyvisuallycomparingthemwith3Dpointclouds.Thisisdonebyidentifyingdeviations;areaswhere3Dmodelgeometryexistsbutpointclouddatadoesnot,orviceversa.Tovalidatetheaccuracyofthe3Dmodeledexisting-to-remainsystems,2Dsectionviewsareplacedatlocationsofinterest,orspacedregularlyovera2Dfloorplanusinga3Dmodelingtool.Differencesbetweenthepointcloudandthe3Dmodelarefoundandannotatedmanuallyinthesectionviews.

Forexample,themechanicaldesigninthisprojectwasdevelopedbasedonopeningsinaconcretemasonryshearwalldimensionedinthebuilding’s2Das-builtdocumentationandmodeledaccordingly.Alaserscanwascompletedabovetheceilingwhereopeningsintheshearwallwereexpected.The

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actualopeningswerecapturedinthepointcloudanddimensionedtoverifypreciselocationasshowninFigure1.

Figure1–Elevationviewofconcreteshearwallshowingwallpenetrationopenings.DrawingcourtesyofKoningEizenbergArchitecture,3DPointCloudproducedbyArchitecturalResourceConsultants,overlayandanalysisproducedbyBNBuildersInc..

Similarly,thepointcloudwasoverlaidwithreflectedceilingplanstolocatetheroutingofoverheadsystemsasshowninFigure2.Theheightofthereflectedceilingplanview-cuttingplanecanbeadjustedtoisolatedifferenthorizontallayersofrouting.

FIELDVERIFYLOCATIONOFEXISTINGPENETRATIONINSHEARWALL.

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Figure2–Reflectedceilingplanviewshowingoverheadsystems.DrawingcourtesyofKoningEizenbergArchitecture,3DPointCloudproducedbyArchitecturalResourceConsultants,overlayandanalysisproducedbyBNBuildersInc.

Problem / Solution 2 Usingpointcloudstodiscoverunanticipatedissuesdemandsabroaderapproachthantheonedescribedabove.Comparingthepointcloudstoa3Dmodelthroughregularlyspacedsectionswillrevealmissingormisplacedbuildingsystemsinthe3DmodelsuchasthedeviationsintheshadestructureidentifiedinFigure3.ThepointcloudinFigure3indicatestheshadestructurewasbuiltslightlybelowthedesignedheightofthestructure.

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Figure3–Sectionviewthroughoverhangshowingconflictbetweentherecorddrawingmodelandthepointcloud.DrawingcourtesyofKoningEizenbergArchitecture,3DPointCloudproducedbyArchitecturalResourceConsultants,overlayandanalysisproducedbyBNBuildersInc.

Table1:Problems&Solutions

Problems Solutions1 Validatespecificpartsoftheas-built3Dmodel Setupaviewinaknownlocationtoidentify

differencesbetweenthepointcloud&3Dmodel.

2 Discover differences between the 3D modelandwhatisbuilt.

Setupandreviewregularlyspaced2Dsectionsthroughamodelthathasacorrespondingpointcloudoverlaid.

3 Discoverconstructabilityissuesbetweenthe3Dmodeloftheproposeddesignandwhatisbuilt.

a) Clashpointcloudagainst3Dmodelofproposedsystems.

b) Produce3Dmodelbasedonpointcloudandclashitagainsta3Dmodelofproposedsystems.

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UseofthepointcloudisnotlimitedtotheBIMauthoringtoolandorthogonalplanandsectionviews.Perspectiveviewsbasedonuser-definedvantagepointscanbesetupusingpointcloudviewershostedonlinewithdimensioningcapabilitiesasshowninFigure4.

Figure2–Webviewersgivenon-technicaluserstheabilitytoviewanddimensionscandata

Whywouldexisting-to-remainsystemsbedocumentedbeforedemolition?MobilizationforBIMConstructionCoordinationcantakeacoupleweekstogetorganized.Whileit’simportanttohavethemostaccuraterepresentationofexisting-to-remainsystemsbeforeyoustart,sometimesit’snotavailableifdemolitionisn’tcomplete.Shouldyoustartcoordinationwithoutacompleteandaccuraterepresentationoftheexistingbuildingsystems?

Givenampleresources,scanningearlyandoftenmightbeideal.Laserscanningonthisprojectwasperformedbeforedemolition,andonlyonetime.Duringconstruction,manymainpipeslocatedandmodeledwerediscoveredtonotbemodeledaccuratelyforcoordination.Asaresult,theconstructionteamhadtorelocatethepipesonsitetoaccommodatemainductrunsascoordinated.ThiswasacostlyoptionthatcouldhavebeenavoidedhadfireprotectionmainpipesbeenmodeledaccuratelyforBIMcoordination.

However,evenwhenthepointcloudsdocumentedfireprotectionmains,opportunitiestoresolveclashesagainstthemwithnewductsduringBIMcoordinationweremissed.Figure5belowhighlightswhereapointcloudclasheswithamodeledduct.Theseclasheswerediscoveredinthefieldduringconstruction,resultingindelayedschedules,fieldreworkandtimespentfromprojectengineerstobesolved.

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Theprocessfordetectingclashesbetweensolidgeometryandpointcloudsisdifferentthanthatforclashingsolidgeometryonly.Isclashdetectionwithexistingsystemsbestperformedaftermodelingtheexistingsystemsfirst?PartthreeofthisseriesoutlinesstepstoclashsolidgeometryandpointcloudsusingNavisworks.

Figure3Viewofmodelandpointcloudshowingclashesbetweenmodeledelementsandexistingconditions.

3Dpointcloudsofferanaccurate3Drepresentationofexisting-to-remainsystems.Whilesoftwaredevelopershavedevelopedsolutionstoimprovetheprocessofusingpointclouds,capturingthemostvaluefrompointcloudsremainstimeconsumingbecausemanyissuesstillneedtobediscoveredbyintentionallynavigatingtothem,asopposedtobeingrevealedautomaticallyviaclashdetectiontools

AutomationisHere

Aslaserscanningbecomesmoreandmorecommononconstructionprojectsitcanbeexpectedthatleveragingthepointclouddatawouldbecomebethefocusofsavvysoftwaredevelopers.

Threesuchdevelopershavecreatedpowerfulsoftwaretohelpyousavetimeandgetthemostoutofyourpointclouddata.BuildITConstruction,SkurandClearedge3DVerityareexamplesofsoftwaredesignedtodetectandreportthevariancesbetweenpointcloudsandbuildinginformationmodels.Withvaryingfeatures,integrations,andpricingmodelstherecommendedsolutionhighlydependsonyourprojectobjectives.Thesesolutioncangreatlydecreasethetimeofanalyzingpointclouddatacomparedtomanualmethodsandallprovideexcitinginsightintowhatispossiblewithlaserscanning.

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likeNavisworksorBIM360Glue.

Don’tjustgooutandgetapointcloudwithoutsomebasicknowledgeaboutlaserscanning.It'simportanttodefineexpectedresultsfromtheuseof3Dpointclouddata.Forinstance,whenthepointcloudiscapturedmightinfluencewhatitcanbereliablyusedfor.Forinstance,pointclouddatacapturedbeforedemolitiononthisprojectmighthavebeenadequateforconfirmingplacementofstructuralsystemsandopeningsinshearwalls.Italsoincludedirrelevantcontentplannedfordemolitionandomittedexistingsystemstoremainobscuredduringthelaserscanning,makingthedatainadequatefordetailedoverheadsystemcoordination.

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PartTwo:HowtofindandevaluateaBuildingDocumentationProfessionalOnceyouhavedecidedthatlaserscanningcanbenefityourproject,steponeintheBuildingDocumentProfessional(BDP)procurementprocessistochoosethespecifictypesofservicesyouneed.SpecifytheminanRFP(RequestForProposal),beforeyoulookfortherightBDPpartnertoprovidethoseservices.

PossibleBDPservices

Check construction progress against the design WhenindividualscansareplacedintoaBIMorCADenvironment,thedensescandatamakesdesignproblemseasytovisualize.Ifproblemsareidentified,thescandatacanbeusedtoprovidemeasurementstothedesignteam,sothedesignteamcanrevisethedesigntoavoidfutureconflicts.

Construction Validation Laserscansallowyoutocheckaspecificaspectofconstructionandmineinformationsothatcorrectiveactioncanbetakenifneeded,likeevaluatingtheflatnessofaconcreteslab.Pointcloudscanusecolorstorevealanyhighorlowareasinthepour.Theextentsoftheseareascanbeestablished,anddistinctpointscanbederivedandthenuploadedtoatotalstationforstakingoutlocationsinthefield.Additionally,thevolumeofmaterialneededtofillinthelowareascanbecalculatedfromthelaserscanQualityAssuranceValidation

Automatedqualityassurancetoolsprovidevaluableinsightsthathelpcontractorsplanbetterandheadoffproblemsbeforetheymaterializeonthejobsite.Oneofthesimplestandmostvaluablelaserscanningapplicationsisscanningduringtheconstructionprocesstovalidatethattheworkputinplaceisasdesigned.Withoutthecontextofbuildingelementsyettobeinstalled,thenakedeyemaynotbeabletodetectmanyconstructionissues.ValidateWorkComplete

Laserscanningiscurrentlyoneofthefastestandmostaccuratewaystocapturethejobsite’sexistingconditionstoevaluateworkonadailyorweeklybasistoassurethebestqualityconstruction.Forexample,ownerscancompareactualconstructionusinglaserscanswiththeBIM4DproposedconstructiontimelineforvalidationofpayappsbyregisteringthepointcloudstogetherandorientedtomatchthefederatedBIM.

Validate Model Content Pointclouddatacanalsobeconsolidatedwiththemodelgeometryandeithervisuallyanalyzedorevaluatedwithautomatedtoolstoidentifyclashesanddeviations(areaswheremodelgeometryexistsbutnopointclouddata,orviceversa).Whendeviationsorclashesareidentified,theteamcaninvestigatetheas-builtpointcloudandthefederatedBIMtovalidatethesourceoftheproblemandfindasolutionbeforeitaffectsthebudgetorschedule.

Renovation as-built scanning

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As-builtdrawingsareofteninaccurate,incomplete,ordonotexist.Ifabuildingrenovationorretrofitisdesignedbasedonoutdatedorincompletedrawings,errorscouldbeinadvertently“designedin”andremaininvisibleuntiltheconstructionphase,whentheyareveryexpensiveandtimeconsumingtofix.Thebestwaytoavoidthesesurprisesduringconstructionistoperform3Das-builtscanningtocapture

thecompleteinformationaboutthespacetoberenovated.

Oftenreferredtoas“scantoBIM”,thisprocesscanreducethetimerequiredtobuildcomplex3Dmodelsofexistingreal-worlditems.

Afterpointcloudsareregisteredorstitchedtogether,theyareorientedtomatchthecoordinatesystemofthedrawingormodelsobothsetsofdataalign.Then,theas-builtscandatacanbecomparedtotheexistingdrawingsormodels.Thedrawingsandmodelscanbeadjustedtomatchthescandata,sotheteamcanbegintodesign.Ifnomodelsordrawingsexist,thescandatacanbeutilizedasastartingpointforcreatingthenewdocumentation.Isolatingpointclouddataisagreatwaytomodelordraftontopofpointclouds.ThepointcloudcanbesectionedhorizontallytoexposeaplanviewthatcanbetracedinaBIMauthoringtooltocreateveryaccuratefloorplans,oritcanbecutverticallytoprovideelevationorsectionviewsfortracing.

Validating As-built models ThesameprocessdiscussedabovecanalsobeusedbyGeneralContractorstovalidatethequalityoftheAs-builtmodelsprovidedbytheirsub-contractorsattheendofaproject,ensuringthatthemodelsturnedovertotheownerareaccurateandreflectas-constructedconditions.

Boundary & topography surveying Laserscanningcanbeusedtocollectdatapointsforpropertyandtopographicalpointcloudsthatcanalsobeconvertedintomodels.Note:itisimportanttoverifywithyourlocaljurisdictionwhetheralicensedProfessionalLandSurveyor(PLS),orCivilEngineerlegallymustperformtheseservices.

As-BuiltModelProduction

Thereareseveral“scantoBIM”platformsofferingsemi-automateddevelopmentof3Dmodelsbasedonlaserscandata.CloudWorxandEdgewisearegreatexamplesofsoftwarewhichfeaturestheabilitytoderivesmart3Dgeometryfrompointclouddata.Existingarchitectural,structural,andMEPcomponentscanbemodeledinafractionofthetimecomparedtomanualworkflows.

LevelofAccuracy

HowdoesyourBDPpartneridentifytheaccuracyofthedataormodels?ConsiderutilizingtheUSIBD’sLevelofAccuracy(LOA)Specification.TheUSIBD’sLOAutilizesatieredscaleapproach,similartotheAGC’s(AssociationofGeneralContractor’s)LevelofDevelopment(LOD),asareferenceorguidelinetoenableprofessionalsAECIndustrytospecifyandarticulate,withahighlevelofclarity,theaccuracyandmeansbywhichtorepresentanddocumentexistingconditions.

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Unmanned Aerial Vehicle systems (UAVs) Anotherwaytocapturethedataneededtocreate3Dtopoorbuildingmodelsistouseunmannedaerialvehicles(orUAVs).Whenstakeholderscanlookatclear,accurateanddetailedrepresentationsofapieceoflandorafacility,planningbecomeseasier,knowingthatanyassumptionstheymakeareaccurate.UAVsworkfasterthantraditionalsurveyingteamsandusethelatesttechnologiestocapture

detailedandaccuratelandorbuildingdata.

Subsurface Utility Engineering (SUE) Subsurfaceutilityengineering(SUE)canbeusedtohelpmanagetherisksassociatedwithundergroundas-builtutilitymapping.

Whatareyourdataneeds?

Knowinghowthelaserscanningdatawillbeappliediskeytoidentifyingtherightsolutionandthenecessarydeliverables.BeforeevaluatinghardwareandsoftwareorcomparingBDPproposals,considerthefollowing:

Laserscanningcanobtainhighdefinitiondatasufficienttoshowfinedetailsuchasboltpatternsonsteelpipefittings.Manysoftwarepackageshavebuilt-inlibrarieswhereactualsizesofsteeland/orpipescanbeidentifiedandmodeleddirectlyfromthepointcloud.Librariesofshapesorgroupedmodelscanbemadeandusedthroughoutthesite.Thepointcloudcanalsobeusedtocreatepathswiththecorrectclearancestoremovelargeequipmentfromthesiteonceconstructioniscomplete.

Whatareyourdatadeliverablesandformats?

• BuildingInformationModels(ScantoBIM)inRVT,STP,IGES,SAT,DWG,DXF,IFC,PLN,VWX• ExactSurface3DmodelsinIGES,STPformats• Parametricsolid3DmodelsinSLDPRT,SLDASM,IGES,STPformats• 2DdrawingsinDXF,DWG,PDF,SLDDRWformats,DGN• 2DtopographymeshinDTM,DXF,DWG,STL,OBJ,X3Dformats• ScansinSTLformat• PointCloudinXYZ,PTS,PTX,E57,RCP/RCSandotherformats• 3D-printcompatibleSTLfiles

ConvergingTech:GreaterthantheSumofItsParts

UAVAerialphotographyalonehasproventobeavaluabletoolonconstructionprojectsinrecentyears.Withphotogrammetrysoftware,suchasPix4D,Skycatch,orDroneDeploy,UAVdatacanbeleveragedevenfurther.Photogrammetryenablesthecreationof3dimensionalpointclouddatasimilartothatcapturedbyascanner.Whiletheresultingpointcloudisnotasaccurateaslaserscandataitcanbeusefulforverifyingsitework,comparingtoprojectBIMs,andcalculatingexcavationandspoilsvolumes.

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• 3DPhoto,orthophotoorortho-rectifiedimagesinTIF,PNG,orJPGformats• Videosandanimationssuchas3Dwalk-throughsandfly-throughs• Panoramicviews• Inspectionreports• Deviationimages

UniquequestionstoasktheBDP

Does the BDP use the latest technology and produce survey-grade data? OneofthebiggestchallengeswhentryingtohireaBDPisseparatingthehobbyistsfromqualifiedprofessionals.Forexample,inaerialsurveying,asUAVsbecomelessexpensiveovertime,moreandmorepeoplearestartingtothinktheyhavethetechnologyandexperienceittakestoperformsurveyingservices.However,thereisacleardifferencebetweentheworkofexperiencedUAVoperatorsflyingthelatesttechnology,andtheworkofamateursorhobbyists.

ContractingaBuildingDocumentationProfessionalwillhelpensureyoureceivehighquality,surveygradedatafromwhichyoucanmakeinformeddecisionsbasedonaccurateinformation.WhileBDPsandhobbyistsalikecanobtainandusethelatesttechnology,whattrulyseparatestheBDPsfromthehobbyistsandamateursaretheprocessesandprovenworkflowsthatcanonlybedevelopedthroughexperienceovertime.

Does the aerial BDP employ certified UAV operators? TheUAVspacehaslongbeensubjecttogovernmentregulations.Whiletheseregulationshavemadelifeabitmoredifficultforpeoplelookingtosourcedataquicklyandcost-effectively,theyarealsonecessarytoensurethatUAVsareoperatedsafely.Cuttingcornersbyhiringsomeonewhoisn’taUAS-certifiedUAVpilotmaynotseemimportantatfirst,buttheconsequencesofsuchadecisioncouldcomebacktohauntyou.IfaUAVoperatordoesn’tfollowallapplicablelawsandguidelines,aswellashavetheproperliabilityinsurancewhileworkingonyourproject,yourcompanymayfacelegalcomplicationsasaresult.HiringacertifiedUAVoperatoristhebestwaytoavoidthesekindsofproblems.

Is the Building Documentation Professional an end-to-end service provider? AfteraBDPcollectsyourprojectdata,thenwhat?Willtheysimplydeliveradatadumpandexpectforyoutohandletherest?Ideally,youshouldworkwithanend-to-endserviceproviderthatnotonlyhelpsyougatheryourdatabutalsohelpsyouuseitappropriately.

Theprocessisn’tcompleteuntilthedatahasbeenfullyprocessedandstored.Anend-to-endserviceprovidercanensurethatthishappens.Suchapartnernotonlymakessureyourdataisstoredsecurely,butadditionally,itmakessurethatyoucanaccessthedatawhenneeded.

Ask for examples of projects like yours WhenyouhavenarroweddownthetoptwoorthreeBDPs,askeachofthemtoprovidealistofrecentprojectstheyhavecompletedlikeyours.Fromthislist,askthemwhichtwoorthreeprojectstheyarewillingtoofferasreferencesandsharecontactinformation.Contacteachreferencetodiscusshoweachprojectwassuccessfulandwhatcouldhavebeenimproved.

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Use the USIBD RFQ template ToensureyouareengagingwithqualifiedBDP’s,theUSIBDhascreatedaRequestforQualificationstemplatethatcanbecustomizedforyourproject.Itisavailableforpurchasehere:http://www.usibd.org/store

Use the USIBD RFP template Toensureyouobtainapples-to-applesbids,theUSIBDhascreatedaRequestforProposaltemplatethatcanbecustomizedforyourproject.Youshouldusethistemplateasastartingpoint,andmodifyisasappropriateforyourspecificneedsandproject.Thetemplateisavailableforpurchasehere:http://www.usibd.org/store

Obtain a list of BDPs in your area Tostartyourprocurementprocess,contactUSIBDat833-874-2348[833-USIBD4U]foralistofBDPsthatareUSIBDmembersinyourarea.WhileUSIBDmembersareencouragedtonetworkamongthemembership,youshouldnotshortcutyourretentionprocessbynotaskingtherightquestionsofprospectiveBDPssothattheneedsofyourspecificprojectaremet.

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PartThree:Howtoidentifyclashesbetweenpointcloudsandsolidgeometry.AspointclouddatabecomesavailableduringconstructionphaseBIMcoordination,itisimportanttounderstandwhatonecandowithit.SolidgeometrycanclashagainstpointcloudswithaccuracywithinNavisworks.Thestepsbelowexplainhowthisisdone.

Whatyouneedtofollowalong.

1. AworkingversionofNavisworksManage2. StepfilesavailablefromthelinkattheQRcodebelow

Steps 1. DownloadthethreefilesavailableattheQRcodeaboveandputtheminafolderofyour

choosing2. Open“pointcloudclash.nwd”inNavisworksManage3. LaunchClashDetective

Refertonumbersintheattachedimagecorrespondingtostepsbelow4. Select“scan_007.rcs”inonepane5. Setittoclashpoints6. Select“duct.nwc”intheotherpane7. Setittoclashsurfaces8. Under“Settings”Select“Clearance”underthe“Type:”dropdown9. Setthe“Tolerance”to0.001m10. RuntheClashTest

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Afterrunningtheclashanalysis,selecttheReporttabtoviewtheclashesfoundlikethelistinFigure 6

below.

Figure 6Clash1willlooklikeFigure 7

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Figure 7

ThanksforyourinterestintheUSIBDandfortakingsometimetoreadthispaper.Bynowyouarefamiliarwiththechallengesinherentinusingscandata.Knowingwhatyouplantodowiththescandatabeforeacquiringitiskey.Aninvestmentintrainingandequipmentmightsupportyourdesiredusecase.YouknowwhatcriteriatoconsiderwhenhiringaBuildingDocumentationProfessional.Also,youarereadytopracticesomesimpleworkflowsusingcommonsoftwareintheAECfield.Finally,considerjoiningtheUSIBD.TheUSIBDisanetworkofsupportandinformationfortheBuildingDocumentationIndustry.