Download - Winter Presentation
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Winter Presentation
Island 2000
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Introducing
ISLAND 2000
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Jonathan Wong
Michael Hughes
Renee Elsdon
Jonghoon Kim
Group PresentationMarch 10, 2000
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ISLA
ND
20
00
Project Overview:
Design a new engineering center to replace an existing 3 story building at Island University, Florida.
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ISLA
ND
20
00
Project Overview:
One building has a square footprint and one has an L-
shaped footprint.
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ISLA
ND
20
00
Project Overview:
Requirement: The palm tree grove must be preserved, and
some internal spaces must have views to the grove.
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ISLA
ND
20
00
Project Overview:
Requirement: Interior organization is based upon the affinity table.
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The AFFINITY TABLE
Auditorium
FacultyLounge
Tech.supportComputer
Room
Secretaries
FacultyOffices
Chair’sOffice
SeniorAdmin.
Storage
Instructional Lab
StudentOffices
SmallClass
Seminar
Large Classrooms
* Size of bubble directly relates to required size of each room
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TH
E
PR
OC
ES
S
architect
Aesthetics
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A local site was selected
to authenticate the project
and aid in the architectural design process
A local site was selected
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A local site was selected
That had a sandy, semi-populated beach
And offered a sense of serenity
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San Francisco Bay
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ANGEL ISLAND
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Quarry Beach
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Site Contours
OtherUniversityBuildings
And Site Model
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ISLA
ND
20
00
Other “University” Buildings….
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Don’t you want to be there?
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ISLA
ND
20
00
Qualities of the site:
Strong visual attraction to specific points on the horizon
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Tilden Park/Berkeley
Treasure Island/Bay Bridge
Chevron/San Rafael Bridge
ISLA
ND
20
00
Qualities of the site:
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Nature of cove and hill forms gives the site a strong directional quality
ISLA
ND
20
00
Qualities of the site:
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ISLA
ND
20
00
Cove form: radial directional
quality
ISLA
ND
20
00
Qualities of the site:
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Qualities of the site:
Hill Form: Sloping
directional quality
Beach/Bay Form: endless horizontal directional quality
ISLA
ND
20
00
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ISLA
ND
20
00
Sense of seclusion; other campus buildings are located out of sight
Qualities of the site:
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Structural engineer
TH
E
PR
OC
ES
S
architect
Aesthetics
Structure
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ISLA
ND
20
00
No seismic consideration
Qualities of the site:
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ISLA
ND
20
00
Building needs to be designed for 110 mph wind
Qualities of the site:
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Advantages of Material Selection
R/C Beams R/C with composites
Timber Timber w/ composites
Strength
Weight
Weather
Resistant
Cost
Effective
Ductile
Failure
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Construction Manager
owner
Iterations between the members
Structural engineer
TH
E
PR
OC
ES
S
architect
Aesthetics
Structure
Planning
Chooses
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Construction Manager
Structural engineer
architect
owner
TH
E
PR
OC
ES
S
Iterations between the members
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–
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A plan with
symmetry:
And organized
around the
auditorium
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“”
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Iteration Process
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Iteration Process
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Components
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Components
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Auditorium is central elementAuditorium is curvilinear in all dimensions
Wall installed to support auditorium at the request of E-C
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EN
GIN
EER
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”
””
”
EN
GIN
EER
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Issues
CO
NSTR
UC
TIO
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EN
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–EN
GIN
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””
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CO
NSTR
UC
TIO
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Establish Lines of Importance
San
Rafa
el B
ridg
eBerkeley
Treasure Island
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Plan View
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Circular Stairwell at intersection of circulation zones
Radial Circulation
Regions
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auditorium
Large Class
Small class
Student Off.Seminar
lab
Tech support
Computer
Secretary
Chair’s Office
Senior Admin
Faculty
LoungeStorage
Interior organization
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Section Cut Along an Axis
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”
EN
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EN
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Roof inspired by palm tree fronds
Want to achieve a curved, light roof
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Auditorium has access from both the first and second floor. Second floor walkways are visible from the interior of the auditorium.
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A-E-C Discussions
Will a glass wall hold up in a hurricane?
Glass wall is expensive.
Cloth roof will not allow MEP system to be located in roof, as
typically done.
Are wooden columns available
in 2’ diameter?
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How Much Will These Alternatives Cost?
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0%
20%
40%
60%
80%
100%
Site Work
Special Construction
Electrical
Mechanical
Conveying
Interior Construction
Roofing
Exterior Closure
Superstructure
Substructure
Foundations
Cost Breakdown Comparison
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Cost Estimates
18%
1%
12%
8%1%
16%1%
23%
14%3% 3%
Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
18%
1%
12%
8%1%
17%1%
23%
14%2% 3%
Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
19%
1%
9%
8%
1%17%1%
24%
14%
3% 3%Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
$ (Millions)
R/C withComposite
Reinforcement
R/C Steel R/C withComposite
Reinforcement
R/C Steel
Cost
Budget
Budget = $ 4.33 MCost = $ 4.7-4.9 M
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Cost Estimates
12%1%
13%
8%
1%
17%2%
25%
15%
3% 3%Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
12%1%
15%
8%
1%
17%2%
24%
14%
3% 3%Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
12%1%
12%
8%
1%
18%2%
24%
15%
4% 3%Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
$ (Millions)
R/C Wallswith
CompositeReinforced
Timber
R/C R/C withTimber
Framing
R/C Wallswith
CompositeReinforced
Timber
R/C R/C withTimber
Framing
Cost
Budget
Cost = $ 3.7-3.8 MBudget = $ 4.33 M
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Cost Estimates
16%
1%
13%
12%
1%16%1%
21%
13%3% 3%
Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
17%
1%
10%
13%
1%16%
2%
21%
13%3% 3%
Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
$ (Millions)
R/C Walls withComposite Reinforced
Concrete
R/C Walls with SteelFraming
R/C Walls withComposite Reinforced
Concrete
R/C Walls with SteelFraming
Cost
Budget
Cost = $ 4.3-4.4 MBudget = $ 4.33 M
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Cost Estimates
5% 1%
14%
12%
2%
18%2%
25%
15%
3% 3%Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
5% 1%
17%
12%
2%
17%2%
24%
14%
3% 3%Foundations
Substructure
Superstructure
Exterior Closure
Roofing
Interior Construction
Conveying
Mechanical
Electrical
Special Construction
Site Work
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
$ (Millions)
R/C Walls with SteelFraming
Timber Walls withTimber Framing
R/C Walls with SteelFraming
Timber Walls withTimber Framing
Cost
Budget
Cost = $ 3.6-3.8 MBudget = $ 4.33 M
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Site Layout
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Palm Grove
Existing Parking Lots and Roadways
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Job Trailers
Mat’ls Laydown
Temporary Easement
Mobile Crane
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Job Trailers Mat’ls Laydown
Temp. Easement
Mobile Crane
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How Long Will It Take?
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• Wood structure
• R/C in auditorium:
Sequence coordination
• Pile foundation
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Quantity
Daily Output
• RS Means Data
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• Based on Wood
Structure• 9.5 month
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8.5 9 9.5 10 10.5 11
R/C
Wood Structure
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• R/C structure• Pile foundation• Hillside excavation: 3 times backfill after
retaining wall
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• Based on R/C• 12 month
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0 2 4 6 8 10 12
R/C
Steel Framing
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• Steel structure• Glass wall in 1st floor• Spiral stair• Skylight
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• Based on steel
structure• 11.5 month
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10.5 11 11.5 12 12.5 13
Steel Structure
R/C
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• Steel truss• Canvas roof: vyl.
coated polyester fabric shell
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• Based on wood structure, canvas roof
• 9 month
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7.5 8 8.5 9
Wood Structure
Steel Structure
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Does it meet affinity requirements?
Safe?View requirements?
Meet Budget?
OP
TIO
N C
OM
PA
RIS
ON
S
Exciting Statement?
Complexity
Best Choice
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Our Choice
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ISLA
ND
20
00
Reasons
• Owner preferred modern look for school
• Cost is Right Around Budget (Challenge)
• Easier Site Access
• Its OUR Design
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Any Questions?
Thank You For Your Time