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Pacific Team 2001. TEAM INTRODUCTION Pacific 2001 Crystal LangARCHITECT Robert WrightENGINEER Edgar LeenenCONSTRUCTION MANAGER Will Clift APPRENTICE Robert.

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Presentation on theme: "Pacific Team 2001. TEAM INTRODUCTION Pacific 2001 Crystal LangARCHITECT Robert WrightENGINEER Edgar LeenenCONSTRUCTION MANAGER Will Clift APPRENTICE Robert."— Presentation transcript:

1 Pacific Team 2001

2 TEAM INTRODUCTION Pacific 2001 Crystal LangARCHITECT Robert WrightENGINEER Edgar LeenenCONSTRUCTION MANAGER Will Clift APPRENTICE Robert AlvaradoOWNER

3 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

4 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

5 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 BUDGET

6 ARCHITECTENGINEERCONSTRUCTIONMANAGER ROCK Light Functional space

7 ARCHITECTENGINEERCONSTRUCTIONMANAGER

8 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

9 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

10 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

11 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

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

13 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

14 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

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

16 ARCHITECTENGINEERCONSTRUCTIONMANAGER EQUIPMENT

17 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 SITE PLAN ROCK & EARTH

18 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SCHEDULE ROCK 1

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

20 ARCHITECTENGINEERCONSTRUCTIONMANAGER CONSTRUCTION SEQUENCE ROCK Pacific 2001

21 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK

22 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK

23 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK

24 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK

25 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK

26 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE ROCK

27 ARCHITECTENGINEERCONSTRUCTIONMANAGER WAVE Dynamic Explore

28 1 2 3

29 ARCHITECTENGINEERCONSTRUCTIONMANAGER

30 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

31 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

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

33 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

34 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

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

36 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 SITE PLAN WAVE

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

38 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE

39 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE

40 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE

41 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE

42 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE

43 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE

44 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE WAVE

45 ARCHITECTENGINEERCONSTRUCTIONMANAGER EARTH Functional Flexible

46 ARCHITECTENGINEERCONSTRUCTIONMANAGER

47 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

48 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

49 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

50 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

51 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

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

53 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE

54 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE

55 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE

56 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE

57 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE

58 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE

59 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 CONSTRUCTION SEQUENCE

60 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 COST COMPARISON BUDGET

61 ARCHITECTENGINEERCONSTRUCTIONMANAGER Pacific 2001 COST COMPARISON BUDGET Structural system $ Total$ COSTS Structural system $ Total$ WAVE 2 Beams Steel ColumnsSteel Moment framesSteel SlabComposite RoofSteel

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

63 DECISION MATRIX

64 PACIFIC 2001 CHOICE WAVE!

65 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

66 QUESTIONS Pacific 2001 ?


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