team central - stanford universitypbl.stanford.edu/aec projects/year 2010-2011/central 2011...
TRANSCRIPT
![Page 1: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/1.jpg)
Team Central
Winter Quarter 2011
Chelsea
ELindsey
EImke
CMMarina
EAndres
CMSebastian
LCFMMads
MEPKarol
A
CENTRAL TEAMUniversity of California, Los Angeles
OWNERS:DimitraJoanna
ADVISOR:Renate
![Page 2: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/2.jpg)
Building site
PROJECT SITE
University of California, Los Angeles
![Page 3: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/3.jpg)
SITE ANALYSIS
Site
![Page 4: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/4.jpg)
• Warm, moderate, dry climate• Yearly precipitation – 13”• Avg. max temperature < 80°F• Avg. min temperature > 45°F
SITE CONDITIONS
![Page 5: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/5.jpg)
• NO Flooding Concerns• NO Snow• NO Freezing
• Earthquakeso Highly seismic area
• Air qualityo Smog
HAZARDS
![Page 6: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/6.jpg)
{ARCHITECTURAL DESIGN}
![Page 7: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/7.jpg)
GUIDELINES ARCHITECT
![Page 8: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/8.jpg)
SHAPE MERGE ARCHITECT
![Page 9: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/9.jpg)
SURFACES VERTICALDIVISION
ARCHITECT
![Page 10: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/10.jpg)
PANELS & FRAMES GUIDELINES
ARCHITECT
![Page 11: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/11.jpg)
ORGANIGRAM ARCHITECT
![Page 12: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/12.jpg)
N-S SECTION ARCHITECT
![Page 13: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/13.jpg)
S-W CORNER ARCHITECT
![Page 14: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/14.jpg)
SCULPTURE BASEMENT ARCHITECT
![Page 15: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/15.jpg)
GROUND FLOORARCHITECT
![Page 16: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/16.jpg)
N-E CORNER WITH ENTRANCES
ARCHITECT
![Page 17: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/17.jpg)
FIRST FLOOR ARCHITECT
![Page 18: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/18.jpg)
ORTHOGONAL CONCEPT ARCHITECT
COZY OLD TECH NEW REACTIVE SKIN
![Page 19: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/19.jpg)
ORGANIGRAM ARCHITECT
![Page 20: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/20.jpg)
N-S SECTION ARCHITECT
![Page 21: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/21.jpg)
BASEMENT ARCHITECT
![Page 22: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/22.jpg)
GROUND FLOOR ARCHITECT
![Page 23: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/23.jpg)
FIRST FLOOR ARCHITECT
![Page 24: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/24.jpg)
{STRUCTURAL DESIGN}
![Page 25: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/25.jpg)
EQ124 kips
30 psf DL + 20 psf LL
63 psf DL + 80 psf LL
63 psf DL + 100 psf LL
HVAC=8.2 kips
EQ62 kips
WATER TABLE= 15ft
SEISMIC LOAD:Los Angeles, CASs=1.779g S1=0.609gBase Shear V=186 kips
STRUCTURAL
SANDY SOIL: 5ksf
BUILDING LOADS
![Page 26: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/26.jpg)
CONCRETE DESIGN
STEEL DESIGN
STRUCTURALSCULPTURE CONCEPT
![Page 27: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/27.jpg)
TRUSS:Members – HSS 10x10x1/2Columns – HSS 12x12x1/2
COLUMNS:Single Column: W12x72
GIRDERS:Perimeter Girders: W27x84
FLOOR BEAMS:Auditorium : W24x68 North/South: W21x55East/West: W14x22
GROUND FLOORSTEEL
69’ 23’
50’
40’
100’
100’
STRUCTURAL
8’
![Page 28: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/28.jpg)
COLUMNS:Single Column: W12x72
GIRDERS:Perimeter Girders: W27x84
FLOOR BEAMS:Auditorium: W27x84 North/South: W27x84East/West: W21x55
FIRST FLOOR STRUCTURAL
STEEL
81’ 31’
56’
58’
121’
121’
Auditorium Detail
![Page 29: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/29.jpg)
GIRDERS:Perimeter Girders: W27x84
ROOF JOISTS:Steel Joists: 44LH11
HORIZONTAL BRACING:Truss System: HSS8x8x1/2
Vulcraft 1.5BA22 (Acoustical decking for educational facilities)
ROOFSTEEL
105’ 48’
158’
69’
83’
158’
STRUCTURAL
![Page 30: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/30.jpg)
FOUNDATION DESIGNSTEEL
10’10’ 2’
Spread Footing- Normal Weight Concrete10 #9s in each direction (Mentor Reference: Greg Luth)
3’12”
22”
12”
Strip Footing
STRUCTURAL
![Page 31: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/31.jpg)
TRUSS DETAILS
Perimeter Girder & Truss Connection
STEEL
STRUCTURAL
HSS 12”X12”X1/2”TRUSS COLUMN
16”X16”BASEPLATE
LEVELING NUTS
ANCHOR BOLTS
Connection at Intersection
![Page 32: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/32.jpg)
LOAD PATHSTEEL
STRUCTURAL
ROOF
1st FLOOR
GROUND FLOORBasement Wall
8’
![Page 33: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/33.jpg)
LAYOUTCONCRETE
Coupled Shear Walls, 14” Thick
10’
100’
100’
Coupled Shear Wall Elevation
STRUCTURAL
Architectural InspirationRound 16” Columns
8’
![Page 34: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/34.jpg)
ENABLING DETAILS
VOIDED BIAXIAL FLAT PLATE SLAB
HYCRETEWATERPROOFING
CONCRETE MIXTURE
STRUCTURAL
CONCRETE
![Page 35: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/35.jpg)
LOAD PATH STRUCTURAL
CONCRETE
![Page 36: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/36.jpg)
ORTHOGONAL CONCEPTSTEEL
STRUCTURAL
CONCRETE DESIGN
STEEL DESIGN
Standard bay width: 25’x25’ (allowed for use of ConXtech)
14”x14”Column
ROUND COLUMN DESIGN
![Page 37: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/37.jpg)
TOP OF BASEMENT WALL:Wall Thickness: 16”
SHEAR WALL:Wall Thickness: 12”
COLUMNS:Interior: HSS 16x16x5/8Exterior: HSS 8x8x1/2
CONXTECH MOMENT FRAME:Girders: W 21x62
FLOOR BEAMS:East/West: W 18x35
GROUND FLOORSTEEL
100’
41’
25’’
100’
50’ girder
Stairwell Opening
STRUCTURAL
North Elevation
![Page 38: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/38.jpg)
SHEAR WALL:Wall Thickness: 12”
COLUMNS:Interior: HSS 16x16x5/8Exterior: HSS 8x8x1/2
CONXTECH MOMENT FRAME:Girders: W 21x62
FLOOR BEAMS:E/W: W18x35
FIRST FLOOR & ROOFSTEEL
100’
100’41’
25’
50’ Girder
Stairwell Opening
STRUCTURAL
East Elevation
![Page 39: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/39.jpg)
CONXTECH 2-WAY MOMENT FRAME
+ SHEAR WALL
DUAL LATERAL RESISTING SYSTEMSTEEL
100’
41’
41’Shear WallConXtech Moment Frame W21x62
STRUCTURAL
![Page 40: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/40.jpg)
Elevation View
FOUNDATION DESIGN STRUCTURAL
STEEL
50’
50’
50’ 50’
Isolated Spread Footings 16”x16”x12”
Strip Footing 25’ x24”x12”
Grade Beams 50’x3”x2.5”
![Page 41: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/41.jpg)
LOAD PATHSTEEL
STRUCTURAL
![Page 42: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/42.jpg)
Columns, Round 14”x14”16” PT BubbleDeck slab with 14” bubbles10” BubbleDeck slab with7” bubblesCoupled Shear WallsShear Wall Boundary ElementsTop of Basement Walls
CONCRETE
100’
15’
15’
20’15’ 15’
20’
15’
15’
11’
EntrywayOpening
Coupled ShearWall System
STRUCTURALGROUND FLOOR
![Page 43: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/43.jpg)
FIRST FLOOR
Columns, Round 14”x14”10” BubbleDeck slab, 7” bubblesCoupled Shear WallsShear Wall Boundary Elements
CONCRETE
100’
15’
15’
11’
15’
15’
20’
20’15’ 15’StairwellOpening
STRUCTURAL
14”x14”Column
ROUND COLUMN DESIGN
![Page 44: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/44.jpg)
ROOF
Columns, Round 14”x14”10” BubbleDeck slab, 7” bubblesCoupled Shear WallsShear Wall Boundary Elements
CONCRETE
100’
15’
15’
11’
15’
15’
20’
20’15’ 15’
RoofSkylight
STRUCTURAL
![Page 45: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/45.jpg)
{MEP}
![Page 46: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/46.jpg)
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
95
90
85
80
75
70
65
60
55
50
Tem
pera
ture
(°F
)
Date: Jan to Dec
Max Dry-Bulb Temperature Max Wet-Bulb Temperature
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
95
90
85
80
75
70
65
60
55
50
Tem
pera
ture
(°F
)
Date: Jan to Dec
Max Dry-Bulb Temperature Max Wet-Bulb Temperature
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
95
90
85
80
75
70
65
60
55
50
Tem
pera
ture
(°F
)
Date: Jan to Dec
Max Dry-Bulb Temperature Max Wet-Bulb Temperature
MEPLOCAL WEATHER CONDITIONS
![Page 47: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/47.jpg)
Natural resourcesAnnual solar resource 211 kWh/ft2/yr (93 %)Annual rainfall 12“ (26 %)
On campus cogeneration plantElectricitySteamChilled water
LADWPWater
MEPLOCAL RESOURCES
![Page 48: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/48.jpg)
Class A
MEPINDOOR ENVIRONMENT
![Page 49: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/49.jpg)
Better to reduce loads than to raise ventilation/cooling!
MEPINTEGRATED DESIGN
![Page 50: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/50.jpg)
Reduce ventilation demand• Avoid emitting materials• Sensors
Reduce cooling demand• Insulation• Cool roof• Recirculate return air• Sensors
Reduce fresh water use• Energy efficient products• Sensors
Reduce fresh water use• Waterless urinals• Water saving sanitary
wares• Rainwater harvesting• Grey water recycling
MEPSTRATEGY | REDUCE
![Page 51: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/51.jpg)
Air for ventilationWater for cooling
Air for ventilationAir for cooling
Air flow needed 11,500 cfm 45,000 cfm
Main duct diameter (max)
37” 72”
Chilled beams will be used for cooling
Reason 1: Water better than air to remove sensible heatReason 2: Cooling by air requires larger air flow = larger ducts
MEPSTRATEGY | SYSTEM
![Page 52: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/52.jpg)
MEPVENTILATION / COOLING
![Page 53: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/53.jpg)
MEPAIR DISTRIBUTION | ROOM
![Page 54: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/54.jpg)
MEPAIR DISTRIBUTION | BUILDING
![Page 55: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/55.jpg)
MEPAIR DISTRIBUTION | ROOM
![Page 56: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/56.jpg)
MEPAIR DISTRIBUTION | BUILDING
![Page 57: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/57.jpg)
MEPOVERVIEW
![Page 58: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/58.jpg)
Increased Ventilation
Energy Savings
Water Savings
Reflective Roof
Enough points for LEED Silver/Gold
MEPSUSTAINABILITY
![Page 59: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/59.jpg)
{CM}
![Page 60: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/60.jpg)
Construction traffic circulation (red)
Pedestrian circulation (green)
Parking structure
Site
logistics
Potential traffic-control sites
CMTRAFFIC
![Page 61: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/61.jpg)
Excavators
Wellpointsat 4 corners
Truck traffic – RED ARROWS
Recycle bins
Site
logistics
Entrance/exit 30’ wide
CMEXCAVATION
![Page 62: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/62.jpg)
4 boom lifts
Forklift
Mobile crane Steel lay-down
Site
logisticsCMSTEEL/CONXTECH
![Page 63: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/63.jpg)
Rebar/formwork lay-down
Site
logisticsCMCONCRETE
![Page 64: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/64.jpg)
•Capacity – 35 USt•Boom – 30’ to 95’•Outrigger pads store within crane width
Crane
Schwing 42•Boom pump•Hydraulic outrigger•MACK engine•PTO Pump power
Concrete Pump Excavator
Compact Excavator 14504•101.9 Hp•18’ Digging Depth•30’ Digging Radius
CMEQUIPMENT
![Page 65: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/65.jpg)
• ‘Life-size erector set’
• FAST - 10,000 GSF/day
Modularity
& Prefab
CMORTHOGONAL STEEL
![Page 66: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/66.jpg)
Concrete/civil contractor – 9.2 miles from site
Steel fabricator – 13.3 miles from site
Equipment rental – 26.7 miles from site
MEP Supplier – 20.7 miles from site
Swinerton
Challenge
•Hire local companies•Buy local construction materials•Reuse/recycle construction waste AMAP
CMGOING NATIVE
![Page 67: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/67.jpg)
Cost
$7.1
millio
n
$5.9
millio
n
$6.1
millio
n
$5.8
millio
n
$-
$1,000,000.00
$2,000,000.00
$3,000,000.00
$4,000,000.00
$5,000,000.00
$6,000,000.00
$7,000,000.00
$8,000,000.00
Steel Concrete Steel Concrete
Sculptural Orthogonal
Cost
354 days
350 days
334 days365 days
CMCOST/SCHEDULE
STEEL CONCRETE STEEL CONCRETE
![Page 68: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/68.jpg)
$3,559,900.00
$2,323,300.00 $2,558,900.00 $2,231,700.00
$-
$1,000,000.00
$2,000,000.00
$3,000,000.00
$4,000,000.00
$5,000,000.00
$6,000,000.00
$7,000,000.00
$8,000,000.00
Steel Concrete Steel Concrete
Sculptural Orthogonal
Sitework
Special construction
Equipment and furnishings
Services
Interiors
Shell
Substructure
CostCMCOST DISTRIBUTION
STEEL CONCRETE STEEL CONCRETE
![Page 69: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/69.jpg)
Sculpture Orthogonal
Stee
l
Prefab curved steel trusses ConXtech ® system
Co
ncr
ete
Curved concrete walls Bubbledeck ® System
Cost
Curved façade
materials/ construction
ALL – Dewatering during construction
CMMAIN COST ITEMS
![Page 70: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/70.jpg)
+ -
STEEL
•No shoring
•Little CIP
•Prefabrication
•Transportation
CONCRETE
•Prefabrication
•Modular slip forms & void forms for windows
•Interior CIPcolumns/shear
CMCONSTRUCTABILITY
![Page 71: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/71.jpg)
+ -
STEEL•Modular grid system
•ConXtech = SPEED•Blinds installation
CONCRETE
•Very regular/repetitive
•Prefabrication
•Concrete bubble decks
•CIP columns/shear walls
•Blinds installation
CMCONSTRUCTABILITY
![Page 72: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/72.jpg)
STEEL 350 days
CONCRETE 354 days
Congested site? - No!
Trades conflicting? - No!
CMSCHEDULE
![Page 73: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/73.jpg)
Labs
Pedestrian Flow
Basement
Labs
Separation/Stories
CMEARLY OCCUPANCY
![Page 74: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/74.jpg)
CONCRETE 365 days
Project duration right to due date!
STEEL 334 days
2 1/2 weeks savings1 month float
CMSCHEDULE
![Page 75: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/75.jpg)
{LCFM}
![Page 76: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/76.jpg)
LCFMBUILDING PROGRAM
![Page 77: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/77.jpg)
LCFMBUILDING PROGRAM
![Page 78: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/78.jpg)
LCFMRISK LIST - EXCEPT
![Page 79: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/79.jpg)
Damage impact
Event risk
af
aap
o
k
ja
ae
This is an example, the scoring matrix was done for all 36 risk
Nr. name score
k earthquake 10
o cost of material 8
ae fire/vandalism 7
i unexpected demands of the owner
6
p higher operating cost 6
aa material risk 6
a wrong sizing 2
af cost of repair 1
LCFMRISK MATRIX
![Page 80: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/80.jpg)
Based on JL Office Buildings – the usage in University Buildings is much higher
Exact calculations next quarter
LCFMCASHFLOW – O+M
![Page 81: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/81.jpg)
How to transform the owners preference into cluster cost
LCFMVALUE FOR MONEY -OWNERS
![Page 82: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/82.jpg)
How to transform the owners preference into cluster cost
Owner input
LCFMVALUE FOR MONEY -CLUSTERING
![Page 83: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/83.jpg)
*No consideration of fixed cost e.g. excavation
LCFMTVD – OWNER WEIGHTED CLUSTERS
![Page 84: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/84.jpg)
TEAM PROCESS
![Page 85: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/85.jpg)
Dialogue/Feedback/Re-iteration
by Wave/GoToMeeting& Phone Calls
IPD
![Page 86: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/86.jpg)
+ ∆ How?
•Information•Research
•Applying•Developing
•Sub-group meetings
•Sharing•Communicating
•Inter-disciplinarycoordination•Technology coordination
•Teleplace•Process planning meetings
•Enthusiasm •Project Management•Pull Schedule•Leadership•Organization
MOVING FORWARD
![Page 87: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/87.jpg)
DECISION MATRIX
![Page 88: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/88.jpg)
The winner is…
Sculptural Steel
Design
![Page 89: Team Central - Stanford Universitypbl.stanford.edu/AEC projects/Year 2010-2011/Central 2011 Winter.pdfTeam Central Winter Quarter 2011 Chelsea E Lindsey E Imke CM Marina E Andres CM](https://reader033.vdocuments.mx/reader033/viewer/2022041622/5e400db5047f8c396e30e48e/html5/thumbnails/89.jpg)
Thank You!
Thank you!