Pacific Team 2001
TEAM INTRODUCTION Pacific 2001 Crystal LangARCHITECT Robert WrightENGINEER Edgar LeenenCONSTRUCTION MANAGER Will Clift APPRENTICE Robert AlvaradoOWNER
GENERAL INFORMATION Pacific 2001 Site: Univ. of the Pacific, Forest Grove, Oregon Year: 2015 Surroundings: Atop a cliff looking out on Pacific Ocean Small pond on inland side
GENERAL INFORMATION Pacific 2001 Geologic Information: The site lies on top of bedrock. Precipitation: annually Flooding occurs occasionally Wind: Strong winds up to 85 mph can exist
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 BUDGET
ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK Light Functional space
ARCHITECTENGINEERCONSTRUCTIONMANAGER
Pacific 2001 LOADING Live Loads Atrium, Terrace, Storage100 psf Corridors80 psf Lobby, Auditorium60 psf Classrooms, Offices50 psf Roof20 psf Seismic Requirements Zone III Seismic Activity Occupancy Category, I = 1.0 Wind Requirements Design Wind Speed85 mph
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 M.E.P CONSIDERATIONS Cooling capacity 70 tons Boiler room & chilled water 450 ft 2 Space for cooling towers 80 ft 2 Cooling air volume27000 CFM Main supply or return ducts area16 ft 2 Branch supply or return ducts27 ft 2 Area of fan rooms750 ft 2 Area of fresh air louvers65 ft 2 Area of exhaust air louvers50 ft 2 Central mechanical room area1200 ft 2
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 ROCK Structural Solution I Lateral System Gravity System Lateral System Steel Moment Resistant Frames (N – S) Reinforced Concrete Shearwalls (E – W) Gravity System Composite Steel/Concrete Deck
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 ROCK First Floor E E + A TYPICAL SIZES Gravity Beams W18X55 Columns W12X45 Second Floor Slab t = 4.5 Lateral Beams W18X40 Columns W18X35 Shearwall h = 10 Third Floor
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 STEEL CONNECTIONS Steel Beam-Shearwall Connection Moment Connection Beam-Girder Connection Girder-Column Connection
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 ROCK Structural Solution II Lateral System Gravity System Lateral System Post-Tensioned Moment Resistant Frames (N – S) Reinforced Concrete Shearwalls (E – W) Gravity System Two-Way Post-Tensioned Slab Reinforced Concrete Columns and Beams
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 ROCK First Floor E E + A TYPICAL SIZES Gravity Beams 7X10 Columns 12X12 Second Floor Slab h = 9 Lateral Shearwall h = 10 Third Floor
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONCRETE POST-TENSIONED DETAILS Tendon Support Post-Tensioned Slab Moment Connection
ARCHITECTENGINEERCONSTRUCTIONMANAGER EQUIPMENT
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 SITE PLAN ROCK & EARTH
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SCHEDULE ROCK 1
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SCHEDULE ROCK ROCK 1 (steel) ROCK 2 (reinforced concrete/post-tensioned concrete)
ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK
ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE Dynamic Explore
1 2 3
ARCHITECTENGINEERCONSTRUCTIONMANAGER
Pacific 2001 WAVE Structural Solution I Lateral System Gravity System Lateral System ShearWalls Concrete Moment Frames Two Separate Buildings Gravity System Two-Way Slabs Reinforced Concrete Columns and Beams
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 WAVE First Floor E E + A TYPICAL SIZES Gravity Beams 10X12 Columns 12X12 Second Floor Slab h = 10 Lateral Beams 18X18 Columns 16X14 Shearwall h = 10 Third Floor
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 REINFORCED CONCRETE CONNECTIONS Column Reinforcement Beam Reinforcement Beam-Column Shear Reinforcement
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 WAVE Structural Solution II Lateral System Gravity System Lateral System ShearWalls Steel Moment Resistant Frames Gravity System Composite Steel/Concrete Deck Steel Beams and Columns with Simple Shear Connections
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 WAVE First Floor E E + A TYPICAL SIZES Gravity Beams W16X36 Columns W12X40 Second Floor Slab h = 4.5 Lateral Beams W16X40 Columns W16X31 Shearwall h = 8 Third Floor
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 SHEARWALL DETAILS Shearwall Reinforcement Wall-Footing Elevation Shearwall Corner Reinforcement
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 SITE PLAN WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SCHEDULE WAVE WAVE 1 (reinforced concrete) WAVE 2 (steel)
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE
ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH Functional Flexible
ARCHITECTENGINEERCONSTRUCTIONMANAGER
Pacific 2001 EARTH Structural Solution I Lateral System Gravity System Lateral System ShearWalls (N – S) ShearWalls (E – W) Gravity System Post-Tensioned Two-Way Slabs Reinforced Concrete Beams and Columns
ARCHITECTENGINEERCONSTRUCTIONMANAGER b Pacific 2001 EARTH First Floor E E + A TYPICAL SIZES Gravity Beams 7X12 Columns 12X12 Second Floor Slab h = 9 Lateral Shearwall N h = 10 Shearwall E h = 8 Third Floor
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 EARTH Structural Solution II Lateral System Gravity System Lateral System ShearWalls (N – S) ShearWalls (E – W) Gravity System Composite Steel/Concrete Deck Steel Beams and Columns with Simple Shear Connections
ARCHITECTENGINEERCONSTRUCTIONMANAGER b Pacific 2001 EARTH First Floor E E + A TYPICAL SIZES Gravity Beams W18X55 Columns W12X45 Second Floor Slab h = 9 Lateral Shearwall N h = 10 Shearwall E h = 8 Third Floor
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 FOUNDATION SYSTEM Spread for interior columns Typical Size 4 X 4 X 2 Strip for perimeter columns and shearwalls Typical Size 4 X 2 Typical Steel Column-FootingTypical Concrete Column-Footing
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SCHEDULE EARTH EARTH 1 (reinforced concrete/post-tensioned concrete) EARTH 2 (steel)
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 COST COMPARISON BUDGET
ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 COST COMPARISON BUDGET Structural system $ Total$ COSTS Structural system $ Total$ WAVE 2 Beams Steel ColumnsSteel Moment framesSteel SlabComposite RoofSteel
TEAM INTERACTIONS 1 A A+E+CA+E+C A+E E+C E+C SAMPLE DESIGN ITERATION Time C
DECISION MATRIX
PACIFIC 2001 CHOICE WAVE!
LESSONS LEARNED AND GOALS Pacific 2001 Utilize available technology more effectively Improve communication Coordinate media we work in More interactions: Between team members With mentors With owner
QUESTIONS Pacific 2001 ?