BIM PORTFOLIO

Project01-EnzymesTower,HongKong

RIBAProjectStage

•InitialAssessment

•ResearchandInspiration

•ConceptDevelopment

•SpacePlanning

•MassingandFormStudies MaterialandColorSelection

•Visualization

•IdentifytheClient requirements

•ProjectFeasibility check

•Collaborationand Coordination

•ConceptualDocumentation

•DesignEvaluationand Feedback

•ModelCoordination

•ClashDetection–Navisworks

•ClashResolution

•DesignDevelopment

•TechnicalPackage Production

•FireNOVarationplan

•Reinforcement Drawings

•Detailing

•FacilityManagementCobie

•ClientBEP

•MIDP(MasterInformation DeliveryPlan)

•DesignStudies-Arcand Documentation

•DesignStudies-Strand Documentation

•FacadeDesignStudies andDocumentation

•CoordinationModel Integration

•ClientPackage Submission

•GovernmentPackage Submission

•InterferenceCheck

•4DSimulation–Revit

•4DSimulation–Navisworks

•QualityControl(QC)ofIFC andRVTModel

•ConstructionPackage

•Quantification

•PostOccupancy Evaluation

ENZYMESTOWER HONGKONG

Thegoalofthisprojectistobuildaniconiclandmarkattheintersectionof WellingtonStandQueensRoadCentral,intheheartofHongKongIsland’s centraldistrict.Theaimistodesignabuildingthatnotonlystandsasan architecturalmarvel,butalsosymbolizesprogressandmodernitytotheentire city.Thecurrentbuildingontheprojectsitehasbecomeoutdatedand inefficientintermsofspaceutilization.Theclientunderstandsthattheprime locationnecessitatesamoreambitiousapproachtomaximizethepotentialof thesite.Byexploringtheoptionofconstructinganotherbuildingvolume,the clientaimstoaddresstheunderutilizedarea,optimizingtheGFAavailableon thesite.

Fig:02/SiteLocation

Site: Theprojectsite’slocationatthe intersectionofWellingtonSt.and QueensRoadCentralis undeniablyoneofthemost strategicand covetedspotsinHongKong Island’scentraldistrict.

SoftwareUsedforProject:Modeling:Revit

ClashDetection:Navisworks

Render:Revit,Twinmotion&AITools

LevelofDetail: LOD350

Fig:01/RenderImageofEnzymesTower

ClientInformation:EnzymeAPDLtd

ProjectCoordinates:(E114°9’12.12’’N22° 17’5.40’)

BuildingType: Office

SiteArea: 203.7sqm

CurrentUtilizeGFA:1430.7sqm

MaximumSiteOccupation:162.7sqm

HeightRequirement:21Floors

FAR: 13.8

ConceptDevelopment&Massing

ExistingBuilding Envelopatthe intersectionof WellingtonSt. andQueens RoadCentral.

Extrudetothe maximum allowednumber ofstories.

Creatingaseries ofsetbacks allowedasperthe localregulationthe additionofextra stories,inorderto makeupforthe lostGFA.

Thecreationofsky gardensandpublic spaces,alsoallows thevolumetogrow higherrecovering GFA,increasingthe finalnumberofstories.

MASSINGSTUDY

•Toincreasethenumberofstories,extrudethebuilding upwardtomaximizeheightandaccommodateadditional floors.

•Tooffsetanylossofgrossfloorarea,addextrastoriesin compliancewithlocalregulationsbyincorporatingrequired setbacks.

•Addskygardensandpublicspacestoexpandthebuilding's volume,recoverthelostgrossfloorarea,andincreasethe numberofstories.

•Groundlevelisapublicareawithaprivatelobbyforoffices.

Fig:08/RenderofMassing

Fig:03

Fig:04

Fig:06

Fig:05

Fig:07/FinalMassing

ExistingGFA

Fig:09/RenderofMassing

Fig:10/SitePlanScale1:100

SitePlan

Thesiteplanshowscompliancetoregulationsby incorporatingampleopenspacesurroundingthe building.Thegroundfloorisconceivedtoserveas boththebuilding'sentrancelobbyandapotential publicarea.Moreover,theplanencompasses basementparkingspacestoelevateconvenience forbothoccupantsandvisitors.

Zone3AreaSchedule

CoordinationDiagram

CoordinationProcess

Thevisualrepresentationdisplaystheincorporationofvarious workzones,followingasimulatedBIMexecutionstrategy,for theconstructionofa21-storybuilding.Thisimageoffersa partialviewofthecomplete3Drenderingofthestructure.The showndiagramconsistZone3i.e.Level15toLevel21

Fig:11/FloorAreaforlevel15to21

Fig:15/RenderedImage

Fig:12/ArchitecturalModelFig:13/StructuralModelFig:14/MEPModel

AtypicalFloorPlan&Schedule

FloorPlanLevel17

Fig:16/AtypicalPlanScale1:50

Level17Details

•PlanandDetailsofAtypicalFloor.

•AreaPlanshowingtheSellableandNonsellableArea.

•Roomschedules

•DoorSchedule

•AxonometricView

Fig:17/AreaPlanNTS

SchedulesLevel17

RoomSchedule

SellableArea

Non-SellableArea

Fig:18/Room&DoorScheduleLevel17

Office-1

Staircase

LiftLobby

Fig:19/Level17AxonometricView

Office-2

TypicalFloorPlan&Schedule

FloorPlanLevel19

Level19Details

•PlanandDetailsofTypical.

•AreaPlanshowingtheSellableandNonsellableArea.

•Roomschedules

•DoorSchedule

•AxonometricView

SchedulesLevel19

RoomSchedule

Office-1

SellableArea

Non-SellableArea

Staircase

LiftLobby

Office-2

Fig:19/TypicalPlanScale1:50

Fig:20/AreaPlanNTS

Fig:22/Level19AxonometricView

Fig:21/RoomScheduleLevel19

SectionalView

Fig:23/SectionA-Scale1:200

Section

Theprojecthasatotalheightof 82700MMfromGroundlevel.It comprises21floors,includinga basement.

In(Fig.23),Zone3hasbeen highlighted,whileZone-1andZone-2 havebeenshowninhalftone.Zone3 encompassesfloorsfromLevel15to Level21.

SectionB(Fig.24)representsa partialsectionofZone-3,while SectionCandD(Fig.25&Fig.26) displaycalloutsforLevel15and Level18.

Fig:24/SectionB-Scale1:100

Fig:25/SectionC-Scale1:50

Fig:26/SectionD-Scale1:50

ElevationalView

Elevation

Theprojecthasatotalheightof82700MMfrom Groundlevel.Itcomprises21floors,includinga basement.

Façadeofthebuildingconsistsofcurtainpanelof GlasssupportedwithAluminummullions.Thesouth sidepanelsconsistsofrotatingLouverswhichcan beangledaccordingtothesundirection.

AluminumMullion 50MMX500MMthk.

GlassPanel 20MMthk.

Fig:29/CalloutDetail-Scale-1:20

Fig:28/ElevationB-Scale1:200Fig:30/PartElevation-Scale1:200

Fig:27/ElevationA-Scale1:200

CeilingLegend

Fig:31

Fig:32Fig:33Fig:34

StructuralFramingPlan&Details

AtypicalFloorFramingPlan

Fig:39/FramingPlan-Scale1:50

Fig:35/StructuralDetail1-Scale1:20Fig:36/StructuralDetail2–Scale1:20

Fig:37/StructuralDetail3-Scale1:20

Fig:38/StructuralDetail4-Scale1:20

StructuralPlan&FireSafetyPlan

EdgeofSlabPlan

Fig:40/EdgeofSlabPlan-Scale1:50

FirePlan ReinforcementPlan

Fig:41/ReinforcementPlan-ScaleNTSFig:42/FirePlan-ScaleNTS

ParameterFamily&Schedule

FamilyCreation-Wall

WallW1100MMThk.WallW2100MMThk.WallW3200MMThk.

FamilyCreation-Floor

FloorF1150MMThk.

FamilyCreation-Door

StaircaseDetail

FloorF2150MMThk.

Fig:43Fig:44

Fig:45

Fig:46

Fig:47

Fig:49

Fig:48

Fig:51

Fig:50

Fig:52

Dynamo

DynamoScriptforSurfaceofCurves

DynamoScriptforPanelizedtheSurface

SurfaceofCurves

1.Createdpoint

2.Created3pointsforNurbs

3.CreatedNurbs

4.CreatedSurface

PanelizedtheSurface

Result

Fig:53

Fig:54

Fig:55/Renderedimageoftheresult

Fig:56

NavisworksCoordination

NavisworksCoordination&ClashDetection

ClashdetectionhasbeenperformedinNavisworksManage,whereboththestructural andMEPfileswerecoordinatedforclasheswiththearchitecturalmodel.Theclash reportshavehelpedforresolutionthroughtheswitchbackoptionorbytheclashID.To enhancevisualcomprehension,coordinationmodelelementshavebeenvisually highlightedbyoverridingtheircolors.

ArchitectureModel StructureModel Coordination Model

Fig:57

Fig:58/T01

Fig:59/T02

Fig:60/T03&T04

Fig:61/ResolvedClashesT01&T02 ClashResolved

4DSimulation&5DCostPlanning

ExportedQuantities