Date post: | 20-Dec-2015 |
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MEMBERS
Introduction
Architect: Angela RibasUC Berkeley
Engineer: Matthias NieblingBauhaus-University Weimar, Germany
Construction Manager:
Kevin CoyneStanford University
Product Manager:
Torsten SchluesselburgFH Aargau, Switzerland
Owner: David SteinbachWeimar, Germany
BAY TEAM 2002
• BAY AREA / SAN FRANCISCOBAY AREA / SAN FRANCISCO
• UNIVERSITY OF SAN FRANCISCOUNIVERSITY OF SAN FRANCISCO
• MAIN CAMPUS AT FULTON STREETMAIN CAMPUS AT FULTON STREET
CAMPUS LOCATION
SURROUNDING:SURROUNDING:
• GOLDEN GATE PARKGOLDEN GATE PARK
(HUGE GREEN AREA)(HUGE GREEN AREA)
•RESIDENTIAL NEIGHBORHOODRESIDENTIAL NEIGHBORHOOD
•HILL AREAHILL AREA
Matrix
DECISION MATRIX
$5.9 Mil $6.8 Mil
PROS:
CONS:• Extended footprint
• Interesting structure and details
• Base Isolation System costly
• Daylight / Green area inside
• Owners preference
• Large glass facade
• Construction Sequencing
• More unusual design
• Interesting structure
• EBF system is cost efficient
• More conventional design
• Relatively simple box - structure
• Retractable roof/Glass facadecostly
A
A
E
E
C
C
FOREST PLAZA
A_First concept
CORE VIEW
DESIGN CONCEPT
“AN OPEN AND FRIENDLY SPACE WHERE PEOPLE CAN INTERACT”
FOREST
PLAN
N
Technical support
Large classrooms
Computer room
Mechanical room
Storage
Restrooms
Auditorium
BASEMENT FLOOR PLAN
Faculty office
Student office
Instructional lab
Seminar rooms
Small classrooms
Storage
Restrooms
N
SECOND FLOOR PLAN
THIRD FLOOR
PLAN
N
Chair’s office
Faculty lounge
Secretaries
ADM offices
Faculty office
Restrooms
THIRD FLOOR PLAN
STRUCTURAL SYSTEM
HEB 260
HEB 340
180x180x10 [mm]
HEB 240
Concrete Walls: 30cm
All members: Grade 50 steel
MOMENT DIAGRAM
780 kNm
480 kNm
150 kNmMoments My (design) according to the ASCE Standard including:
1.2D + 1.0E + 0.5L + 0.2S
STAIRCASE
Structural System of the Staircase
1,80m
1,80m
2,50m
Max. 9 mm
Frequency: 10,6 Hz
Max. 560 mm
Frequency: 1,25 Hz
400x60x10 [mm]
1800x200x10 [mm]
STAIRCASE CONNECTION DETAILS
Moment: 58,4 kN
Shear: 30,9 kN
N= +/- 315 kN
Lever arm: 19cm
Screws: M22, 8.8 pre-tensioned
STRUCTURAL TRUSS ITERATION
`
A E CFramework Truss in the Main Facade Use joists (cost)
Gravity deformations are too big
Use 4 cables to hold each joist up
Cables are too expensive,
no benefit compared to 3D-Truss
3D-Truss satisfies load requirements
Existing Buildings
Site Access (Fulton)
Project Office
Material Laydown & Storage
Building Perimeter
Site Perimeter
Crane
Site Plan
Fulton street
Materials and Methods
EXTERIOR FACADE:• Hollow-Core Concrete Panels• Glass/Louver Curtain Wall System
SUPERSTRUCTURE:• Steel Moment Frame•Cast-in-Place Composite Concrete/Steel Floor System
FOUNDATION:• Poured Reinforced Concrete Mat Slab w/ 4 Interior Column Footings
EXCAVATION:• 18’ Hard Strata
Schedule
ID Task Name
1 Site Work
2 Substructure
3 Foundation
4 Milestone #1 - Foundation
5 SuperStructure
6 Milestone #2 - Frame
7 Exterior Façade
8 MEP
9 Interior
10 Milestone #3 - Move-In
3/1
5/10
9/30
7/57/127/197/268/2 8/98/168/238/309/69/139/209/2710/410/1110/1810/2511/111/811/1511/2211/2912/612/1312/2012/271/31/101/171/241/312/72/142/212/283/63/133/203/274/34/104/174/245/1 5/85/155/225/296/56/126/196/267/37/10July August September October November December January February March April May June July
Start: 9/20/2015 – End: 7/7/2016
Schedule Duration = 9 months
MILESTONE #3: 9/30/16 – Move-In
MILESTONE #1: 3/01/16 – Foundation Complete
MILESTONE #2: 5/10/16 – Shell Complete
Cost
Sitework2%
Exterior16%
Interior8%
Misc.3%
MEP31%
Fees16%
Superstructure17%
Foundation7%
,
Sitework $119,890.00Substructure $10,500.00Foundations $350,100.00Superstructure $905,000.00Exterior Façade $881,225.00Interiors $352,280.00Finishes $106,480.00Misc. $166,855.00MEP $1,640,100.00Subtotal $4,532,430.00
Contigency $362,594.40General Conditions $362,594.40Fee $135,972.90Excess Liability $30,367.28Fee Subtotal $891,528.98
Total: $5,423,956
Per Square Foot: $164.4
FINAL
PRESENTATION
FISHBOW
L #2
WIN
TER Q.
PRESENTATION
FISHBOW
L #1
KICK -
OFF
TEAM INTERACTION / OUTPUT
Apprentice
- Great learning experience
ADVANTAGES
- Software solutions
- Kick off
- Other disciplines
- Different ways of working
- Other cultures
- Good mix between disciplinary, bi- disciplinary and
multi disciplinary work
ADVANTAGES (ctd.)
- Group space
- Very effective
- Easy access
- Expandable
- Granularity
- Inventory file
The discussion forum should be used more often
We should announce team-meetings (with all the members) once a week
The notification mechanism should be improved
Discussing with everybody (other disciplines) brings an improved learning experience
Importance of knowing if an email, attachment arrived and was useful
Process Improvement
The discussion forum should be used more often
Heavy initial use of discussion forum was lessened for a reliance on Email.
We should announce team-meetings (with all the members) once a week
Discussion with everyone (other disciplines) brings an improved learning experience.
The notification mechanism should be improved
Importance of knowing if an email, attachment arrived and was useful.