Bay team’s Output

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Bay team’s Output. Architect Cindy Chan. Engineer Yang, Yao-Hung. Construction Manager David Walthall. San Francisco Seismic Concern Liquefaction and Landslides. Climate Data San Francisco Oceans, California USA Located at 37.73 N 122.50 W, 100 feet above sea level. - PowerPoint PPT Presentation

Transcript of Bay team’s Output

  • Bay teams Output

    EngineerYang, Yao-HungConstruction ManagerDavid WalthallArchitectCindy Chan

  • San FranciscoSeismic Concern Liquefaction and Landslides

  • Climate Data San Francisco Oceans, California USALocated at 37.73 N 122.50 W, 100 feet above sea level

    Average Temperature 55.6 FAnnual Rainfall1.9 inchesHeating Degree

  • Urban TextureCampus Transaction of Urban and NatureCampus Grid vs. City GridN

  • San Francisco State UniversityStudent Health CenterBurk HallStudent Service ComplexCesar Chavez Student CenterJ.P. Leonard LibraryN

  • Redesign- Sundial Project

    Original ConceptThe Sundial will be a marker of time and movement of the activities that occur inside the building Hallways acting like a Telescope (provide view to SF), allowing outsiders to have a clear view of the activities occurring inside.GoalAdd Cafeteria and GymUsing the unique cone structure to centralize main social activity Provide more efficient circulation and encourage interaction.

  • Floor Plan Gym 2 Floor height open space 660 SF- 26 400 SF - 16

    RRColumns and Glass Panels alone the GymChair Office Faculty Office SecretariesCafeteria ENB1st 2nd 3rd

  • Attempt of Material ChoiceA: Using Tensile structure for the cone structureE: Concern about safety Issues: Wind velocityOwner : Low R-Value for the tensile structureUse double glazing for the structure A: short life cycle of the structural material

  • Redesign Structure Alts

    Side View

    Steel SMRFConcrete MRSF

  • RedesignConcrete selected

  • Alt 1 - The Spine Project The fundamentals of Engineering ProfessionResearchRecordingAnalyzingStoringInformation KnowledgeCentralizeDisplayEncourage Social InteractionPrivateFacultyStudentPublicE`

  • Spine Floor Plan1st2nd 3rd

  • Spine Material Choice

  • Spine Structure Alternatives

    3D Model Side ViewCore + Brace, Steel SMRFBrace, Concrete SMRFShear walls with Concrete SMRF

  • SpineSpine with glass claddingBrace with Energy dissipation devices

  • Spine Alt 1Brace & Damping

  • The Curve Wall Project

  • ConceptEntranceEntranceCurve WallCantilever StructureCirculation/ServiceStrip

  • Plan Evolution2nd Classroom/ Lab Receive defuse North light1st Basement Auditorium Public Space alone the Curve WallLobby 2 fl height open space Student Office Close to student body Ramp Handicap Access.

    Curve Wall Sense of continuity Cantilever Bridge to the nature

  • Material Choice

  • Curve Alternatives

    Core with Steel MRF and lightweight concrete slab and steel deck

    Shear walls, Core with Postensioned Gravity Floor System

  • Auditorium & CantileverAuditoriumCantilever PartShear connection

  • Foundation: FootingSpread Footing (Shallow Foundation)UsedDimension: 3.6 x 3.6 Square Footing

  • Retaining Wall Water table - 16-20 Soil Friction angle - 20 Cohesion - 250 lb/Ft2

  • Construction Constraints and ConsiderationsSite LocationClose to ocean San Francisco seismic activityMetropolitan area accessibility and construct ability

  • Location of SiteMajor Highway

  • AVOID!!

  • Alternative Site LayoutsTrailerRadius of CraneMaterial StorageFlow of Traffic

  • Flow of TrafficTrailerRadius of CraneMaterial Storage

  • Funds Available for Project

  • Conservative values+Inflation +Cyclical Costs+Improved Methods$500,000 =

  • Equipment SelectionMobilityManeuverabilityCostAvailability

  • For use with heavy columns And beams as wells as Decking

    Reach of 72 feet to 115 feet. Heights from 52 feet to 72 feet. Lift capacities at maximum reach of 1320 pounds to 2200 pounds. Maximum lift of up to 8800 pounds. For use with VRML

  • Price Breakdown

  • Comments

    + s- s- Strong sense of directionality- Clear frame and core defined- Repetition, Symmetry Scarify large amount of space Complex interactions between systems- Too Expensive Simple Form and Clear Circulation path Various informal social space Two Uniformed structure system- Challenging Design- Exceeding height limit The form is too Rigid Eccentric moment issue- Amount of Glass Strong Form and Gesture Provide multi level special experiences Simple gravity system Reassembly of materials\ Lack of informal social space- Non-Uninformed Long beams Complicated concrete

  • Team Dynamics

  • Lessons Learned / ImprovementLessonsArchitect Communication through 2D and 3D graphic program, Patient and Trust.Engineer 3D coordination,Communication, CM Complete Documentation exchange between disciplineImprovementPrecisely define the size of components3 D software modelingAlways Keep other members inform of ideas, progress, and changes through websiteTime management and Efficient group meeting