Pacific Team 2001 TEAM INTRODUCTION Crystal Lang ARCHITECT

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Pacific Team 2001

Pacific Team 2001

TEAM INTRODUCTION Crystal Lang ARCHITECT Robert Wright ENGINEER Robert Alvarado OWNER Edgar Leenen Will

TEAM INTRODUCTION Crystal Lang ARCHITECT Robert Wright ENGINEER Robert Alvarado OWNER Edgar Leenen Will Clift CONSTRUCTION MANAGER APPRENTICE Pacific 2001

GENERAL INFORMATION Site: Univ. of the Pacific, Forest Grove, Oregon Year: 2015 Surroundings: •

GENERAL INFORMATION Site: Univ. of the Pacific, Forest Grove, Oregon Year: 2015 Surroundings: • Atop a cliff looking out on Pacific Ocean • Small pond on inland side Pacific 2001

GENERAL INFORMATION • Geologic Information: The site lies on top of bedrock. • Precipitation:

GENERAL INFORMATION • Geologic Information: The site lies on top of bedrock. • Precipitation: 65”-90” annually • Flooding occurs occasionally • Wind: Strong winds up to 85 mph can exist Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER BUDGET Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER BUDGET Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK • Light • Functional space

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK • Light • Functional space

ARCHITECTENGINEERCONSTRUCTIONMANAGER

ARCHITECTENGINEERCONSTRUCTIONMANAGER

ARCHITECTENGINEERCONSTRUCTIONMANAGER LOADING Live Loads • Atrium, Terrace, Storage • Corridors • Lobby, Auditorium •

ARCHITECTENGINEERCONSTRUCTIONMANAGER LOADING Live Loads • Atrium, Terrace, Storage • Corridors • Lobby, Auditorium • Classrooms, Offices • Roof 100 psf 80 psf 60 psf 50 psf 20 psf Seismic Requirements • Zone III Seismic Activity • Occupancy Category, I = 1. 0 Wind Requirements • Design Wind Speed 85 mph Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER M. E. P CONSIDERATIONS • Cooling capacity • Boiler room & chilled water

ARCHITECTENGINEERCONSTRUCTIONMANAGER M. E. P CONSIDERATIONS • Cooling capacity • Boiler room & chilled water • Space for cooling towers • Cooling air volume • Main supply or return ducts area • Branch supply or return ducts • Area of fan rooms • Area of fresh air louvers • Area of exhaust air louvers • Central mechanical room area 70 tons 450 ft 2 80 ft 2 27000 CFM 16 ft 2 27 ft 2 750 ft 2 65 ft 2 50 ft 2 1200 ft 2 Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK Structural Solution I Lateral System Gravity System Lateral System • Steel Moment

ARCHITECTENGINEERCONSTRUCTIONMANAGER 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 Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams W 18

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams W 18 X 55 Columns W 12 X 45 Slab t = 4. 5” Lateral Beams W 18 X 40 Columns W 18 X 35 Shearwall h = 10” Third Floor Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER STEEL CONNECTIONS Steel Beam-Shearwall Connection Beam-Girder Connection Moment Connection Girder-Column Connection Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER STEEL CONNECTIONS Steel Beam-Shearwall Connection Beam-Girder Connection Moment Connection Girder-Column Connection Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK Structural Solution II Lateral System Gravity System Lateral System • Post-Tensioned Moment

ARCHITECTENGINEERCONSTRUCTIONMANAGER 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 Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams 7”X 10”

ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams 7”X 10” Columns 12”X 12” Slab h = 9” Lateral Shearwall h = 10” Third Floor Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONCRETE POST-TENSIONED DETAILS Tendon Support Post-Tensioned Slab Moment Connection Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONCRETE POST-TENSIONED DETAILS Tendon Support Post-Tensioned Slab Moment Connection Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER EQUIPMENT

ARCHITECTENGINEERCONSTRUCTIONMANAGER EQUIPMENT

ARCHITECTENGINEERCONSTRUCTIONMANAGER SITE PLAN ROCK & EARTH Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER SITE PLAN ROCK & EARTH Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE ROCK 1 Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE ROCK 1 Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE ROCK 1 (steel) ROCK 2 (reinforced concrete/post-tensioned concrete) Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE ROCK 1 (steel) ROCK 2 (reinforced concrete/post-tensioned concrete) Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER • Dynamic WAVE • Explore

ARCHITECTENGINEERCONSTRUCTIONMANAGER • Dynamic WAVE • Explore

1 2 3

1 2 3

ARCHITECTENGINEERCONSTRUCTIONMANAGER

ARCHITECTENGINEERCONSTRUCTIONMANAGER

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE Structural Solution I Lateral System Gravity System Lateral System • Shear. Walls

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE Structural Solution I Lateral System Gravity System Lateral System • Shear. Walls • Concrete Moment Frames • Two Separate Buildings Gravity System • Two-Way Slabs • Reinforced Concrete Columns and Beams Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams Columns Slab

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams Columns Slab 10”X 12”X 12” h = 10” Lateral Beams 18”X 18” Columns 16”X 14” Shearwall h = 10” Third Floor Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER REINFORCED CONCRETE CONNECTIONS Column Reinforcement Beam-Column Shear Reinforcement Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER REINFORCED CONCRETE CONNECTIONS Column Reinforcement Beam-Column Shear Reinforcement Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE Structural Solution II Lateral System Gravity System Lateral System • Shear. Walls

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE Structural Solution II Lateral System Gravity System Lateral System • Shear. Walls • Steel Moment Resistant Frames Gravity System • Composite Steel/Concrete Deck • Steel Beams and Columns with Simple Shear Connections Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams W 16

ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE First Floor E E+A TYPICAL SIZES Second Floor Gravity Beams W 16 X 36 Columns W 12 X 40 Slab h = 4. 5” Lateral Beams W 16 X 40 Columns W 16 X 31 Shearwall h = 8” Third Floor Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER SHEARWALL DETAILS Shearwall Reinforcement Wall-Footing Elevation Shearwall Corner Reinforcement Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER SHEARWALL DETAILS Shearwall Reinforcement Wall-Footing Elevation Shearwall Corner Reinforcement Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER SITE PLAN WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER SITE PLAN WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE WAVE 1 (reinforced concrete) WAVE 2 (steel) Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE WAVE 1 (reinforced concrete) WAVE 2 (steel) Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE WAVE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER • Functional EARTH • Flexible

ARCHITECTENGINEERCONSTRUCTIONMANAGER • Functional EARTH • Flexible

ARCHITECTENGINEERCONSTRUCTIONMANAGER

ARCHITECTENGINEERCONSTRUCTIONMANAGER

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH Structural Solution I Lateral System Gravity System Lateral System • Shear. Walls

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH Structural Solution I Lateral System Gravity System Lateral System • Shear. Walls (N – S) • Shear. Walls (E – W) Gravity System • Post-Tensioned Two-Way Slabs • Reinforced Concrete Beams and Columns Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH First Floor E E+A TYPICAL SIZES Gravity Beams 7”X 12” Columns 12”X

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH First Floor E E+A TYPICAL SIZES Gravity Beams 7”X 12” Columns 12”X 12” Slab h = 9” Second Floor b Lateral Shearwall N h = 10” Shearwall E h = 8” Third Floor Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH Structural Solution II Lateral System Gravity System Lateral System • Shear. Walls

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH Structural Solution II Lateral System Gravity System Lateral System • Shear. Walls (N – S) • Shear. Walls (E – W) Gravity System • Composite Steel/Concrete Deck • Steel Beams and Columns with Simple Shear Connections Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH First Floor E E+A TYPICAL SIZES Gravity Beams W 18 X 55

ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH First Floor E E+A TYPICAL SIZES Gravity Beams W 18 X 55 Columns W 12 X 45 Slab h = 9” Second Floor b Lateral Shearwall N h = 10” Shearwall E h = 8” Third Floor Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER FOUNDATION SYSTEM • Spread for interior columns • Typical Size 4’ X 2’

ARCHITECTENGINEERCONSTRUCTIONMANAGER FOUNDATION SYSTEM • Spread for interior columns • Typical Size 4’ X 2’ • Strip for perimeter columns and shearwalls • Typical Size 4’ X 2” Typical Steel Column-Footing Typical Concrete Column-Footing Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE EARTH 1 (reinforced concrete/post-tensioned concrete) EARTH 2 (steel) Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SCHEDULE EARTH 1 (reinforced concrete/post-tensioned concrete) EARTH 2 (steel) Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER COST COMPARISON BUDGET Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER COST COMPARISON BUDGET Pacific 2001

ARCHITECTENGINEERCONSTRUCTIONMANAGER COST COMPARISON WAVE 2 Beams Columns Moment frames Slab Roof COSTS Steel Composite

ARCHITECTENGINEERCONSTRUCTIONMANAGER COST COMPARISON WAVE 2 Beams Columns Moment frames Slab Roof COSTS Steel Composite Steel Structural system Total $ 178. 000 $ 3. 700. 000 BUDGET Structural system Total $ 296. 000 $ 3. 620. 000 Pacific 2001

TEAM INTERACTIONS SAMPLE DESIGN ITERATION A A+E+C A+E E+C 1 Time C

TEAM INTERACTIONS SAMPLE DESIGN ITERATION A A+E+C A+E E+C 1 Time C

DECISION MATRIX

DECISION MATRIX

PACIFIC 2001 CHOICE WAVE!

PACIFIC 2001 CHOICE WAVE!

LESSONS LEARNED AND GOALS • Utilize available technology more effectively • Improve communication •

LESSONS LEARNED AND GOALS • Utilize available technology more effectively • Improve communication • Coordinate media we work in • More interactions: • Between team members • With mentors • With owner Pacific 2001

QUESTIONS ? Pacific 2001

QUESTIONS ? Pacific 2001