Team Atlantic - Stanford Universitypbl.stanford.edu/AEC projects/Year...

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Cyber Presentation

RithEngineer

FrankEngineer

MartinEngineer

AstridArchitect

Lauren Construction

Manager

Lena Construction

Manager

Architecture The Link Corn Silos Water Rings

Engineering

MEP

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction

Sustainability Review

Integrated Project Delivery

SITE & TOPOLOGY

ARCHITECTURE

SITE

ARCHITECTURE

Classicism

Gothic

Cubism

Modernism

Functionalism

CONTEXT

ARCHITECTURE

Corten steel

Living Wall

Concrete

MATERIALS

ARCHITECTURE


Engineering

MEP

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

MEP

Construction



THE LINK

ARCHITECTURE

References

Big idea

Taking the surrounding

resources to a

combining link

THE LINK

ARCHITECTURE

THE LINK

ARCHITECTURE

Site plan

N

Faculty Office

Department Chairs Office

Senior Administration Office

Administrative Assistant

Faculty Lounge

Basement

THE LINK

ARCHITECTURE

N

23.3m

11.6

m

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Room

Faculty Office




Faculty Lounge

1st Floor

THE LINK

ARCHITECTURE

N

11.6

m

8m 3.6m 6.5m 5m 2m 2m4.6m 2m

33.7m

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

11.6

m5.5

m4m

33.7

m

Faculty Office




Faculty Lounge

2nd Floor

THE LINK

ARCHITECTURE

N

6m 8.3m 2m 5m 2m 2.6m 4.5m2m4m

36.4m

3.7

m8m

4.5

m

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

5m

2m

5.7

m3.3

m2.5

m

34m

Faculty Office




Faculty Lounge

3rd Floor

THE LINK

ARCHITECTURE

N8.3m 2m 5m 2m 2.6m 4.5m2m5.9m

33.7m

2m

5.2

m2m

4.5

mAuditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

33.7

m

4.5

m4.5

m2m

4m

4.5

m2m

4.5

m

South

Elevations

THE LINK

ARCHITECTURE

South

North

Sections

THE LINK

ARCHITECTURE

49”120”

30”

120”30”120”

49”120”

30”120”

30”

120”

Visual Indoor

THE LINK

ARCHITECTURE

Visual Outdoor

THE LINK

ARCHITECTURE


Engineering

MEP

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction



Concept B

• Reference

References

Green Lighthouse

Guggenheim Museum

CORN SILOS

ARCHITECTURE

Big Idea

Inspired by corn silos located near

shores, their tribute to function

before shape

CORN SILOS

ARCHITECTURE

Site Plan

CORN SILOS

ARCHITECTURE

1st Floor

CORN SILOS

ARCHITECTURE

Faculty Office




Faculty Lounge

N

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

1270”

762”

2254”

2254”

1270”6540”

2nd Floor

CORN SILOS

ARCHITECTURE

Faculty Office




Faculty Lounge

N

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

762”

1016”

2540”

1016”2254””

6540”

3rd Floor

CORN SILOS

ARCHITECTURE

Faculty Office




Faculty Lounge

N

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

1524”

1016”

2540”

2254”

1270”

6540”

508”

508”

Sections

CORN SILOS

ARCHITECTURE

49”

120”

30”

120”

30”

120”

49”

120”

30”

120”

30”

120”

Elevations

CORN SILOS

ARCHITECTURE

East

North

Visual Indoor

CORN SILOS

ARCHITECTURE

Visual Outdoor

CORN SILOS

ARCHITECTURE


Engineering

MEP

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

MEP

Construction



Big idea

Water rings rippling

in the lake - captured

and made solid

WATER RINGS

ARCHITECTURE

Site Plan

WATER RINGS

ARCHITECTURE

1st Floor

WATER RINGS

ARCHITECTURE

Faculty Office




Faculty Lounge

N

1270”

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

1270”

2254”

2254”

7048”

2nd Floor

WATER RINGS

ARCHITECTURE

Faculty Office




Faculty Lounge

N

1524”

508”

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage room

Student Offices

Seminar Rooms

8450”

508”

1016”

2254”

508”

2640”

3rd Floor

WATER RINGS

ARCHITECTURE

Faculty Office




Faculty Lounge

N

2032”

Auditorium

Large Classroom

Small Classroom

Instructional Lab

Server Room

Technical Support

Storage Room

Student Offices

Seminar Rooms

1016”

508”

2254”

508”

1016”

1524”

8858”

Elevations

WATER RINGS

ARCHITECTURE

East

North

Sections

WATER RINGS

ARCHITECTURE

49”100”30”120”30”120”30”120”

49”

170”

30”120”

30”120”

Visual Indoor

WATER RINGS

ARCHITECTURE

Visual Outdoor

WATER RINGS

ARCHITECTURE

Architecture

Engineering The Link Corn Silos Water Rings

MEP

Construction

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction



Loads

THE LINK

ENGINEERING

Wind Load

Snow Drift

34-40 psf

Snow Load

20 psfGreen Roof

80 psf

6.5’

Wind Load

~26 psfLive Load

100 psf

Seismic Base Shear

60 - 120 kips

Structural Overlay - 2nd Floor

THE LINK

ENGINEERING

Composite Steel

Beams/Girders

Composite Steel_____ W14x48

_____ W21x93

Reinforced Concrete

_____ 14”x14”

_____ 28”x28”

Columns


_____ W18x55

_____ W21x93

_____ W16x45

Reinforced Concrete

_____ 18”x27”

_____ 20”x30”

_____ 25”x31”

_____ 20”x30”

Structural Overlay - 3rd Floor

THE LINK

ENGINEERING

Composite Steel

Beams/Girders


_____ W21x93

Reinforced Concrete

_____ 14”x14”

_____ 28”x28”

Columns


_____ W18x55

_____ W21x93

_____ W16x45

Reinforced Concrete

_____ 18”x27”

_____ 20”x30”

_____ 25”x31”

_____ 20”x30”

Big Cantilever

THE LINK

ENGINEERING 2nd Floor 3rd Floor

W21x93δ = 0.98”

23’ 38’ 38’

δLL = 0.98”

3D Structural Model

THE LINK

ENGINEERING

Architecture

EngineeringThe Link Corn Silos Water Rings

MEP

CYBER PRESENTATIONMarch 12, 2010

ATLANTIC TEAM

Construction



Structural Overlay

CORN SILOS

ENGINEERINGColumns

_____ 12”x12”

Radial Beams

_____ 18”x20”

Ext. & Int. Rings

_____ 18”x20”_____ 18”x20”

Filler Beams

_____ 16”x18”

Shear Walls

_____ 8” thick

Gravity Load Path

SILOS

ENGINEERING

33’ 32.8’ 40’

13’

13’

13’

5’

Shear Walls

8” thick

52’ total effective length

Lateral Load Path

SILOS

ENGINEERING

33’ 32.8’ 40’

13’

13’

13’

3D Structural Model

SILOS

ENGINEERING

Architecture

EngineeringThe Link Corn Silos Water Rings

MEP

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction



Structure 1st Floor

WATER RINGS

ENGINEERING

22‘-0“

Straight Columns

Slanted Columns

Braced Frames

39‘-3“

33‘-0“

37‘-0“

Structure 2nd Floor

WATER RINGS

ENGINEERING

24‘-8“

Straight Columns

Slanted Columns

Braced Frames

47‘-3“

33‘-0“

40‘-11“

Structure 3rd Floor

WATER RINGS

ENGINEERING

29‘-0“

Straight Columns

Slanted Columns

Braced Frames

58‘-0“

33‘-0“

43‘-0“

Dimensions

WATER RINGS

ENGINEERING

Beams 3rd floorW 27 x 146

Raft Foundation2 feet

ColumnsW 21 x 111

Beams 1st floorW 18 x 130

Beams 2nd floorW 24 x 162

Slab System

WATER RINGS

ENGINEERING

Precast Composite Slab – COFRADAL 200 (Arcelor Construction)

- Spans up to 25‘- Rapid, Simple Assembly- All is Prefabricated- Job Mixed Concrete Only to Grout Joints

- Spans up to 35‘- Rapid, Simple Assembly- Very Low Weight- Good Thermal Insulation

trapezoidal profile roof

Trapezoidal Profile, Thermal Insulation, Roof Cladding

1. Steel Profile, 2. Insulation, 3. Steel Mesh, 4. Concrete

Retaining Walls

SILOS

ENGINEERING

THE LINK SILOS & WATER-RINGS

Soil Backfill

Soil Backfill

Architecture

Engineering

MEP

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction



BOTH CONCEPTS

MEP

Control Variable Air Volume

System (VAV)

• Controllable room temperature.

• Energy efficient: could be turned off in any room, when not in used.in any room, when not in used.

Heating and Cooling Facility

• West Campus Cogeneration Facility.

• University Central Heating and Cooling System.

VAV Box

THE LINK

MEP

Duct Distribution

Second FloorFirst Floor

THE LINK

MEP

Duct Distribution

Third Floor

CORN SILOS & WATER RINGS

MEP

Duct Distribution

First Floor Second Floor

CORN SILOS & WATER RINGS

MEP

Duct Distribution

Third Floor

THE LINK, CORN SILOS & WATER RINGS

MEP

Duct Distribution in Structural Plan

Ceiling

3’Duct1’

12.5’

MEP

Floor Section

THE LINK, CORN SILOS & WATER RINGS

Floor

Ceiling

9’

6”Concrete Slab

12.5’

Architecture

Engineering

MEP

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction



TRANSPORTATION ACCESS & EMPLOYEE PARKING

CONSTRUCTION

The Site

Transports from East

Transports from West

Public

Parking

SITE LOGISTICS

CONSTRUCTION

Way Out

Way InBuildingsMax 143 ft

Site fence

Radius=164 ft

Crane 14x14 ft Containers 23x18 ftMaterial Storage 91x42 ft 2 Decks Site Office, Safety Recycling Containers 41x15 ft etc. 1522 sq.ft.

CRANE SELECTION

CONSTRUCTION

71 EC-B 6 Standard DIN/FEM

Max Hook Height 136 ft (41.5 m)

Max Lifting Capacity 11,000 lb (5,000 kg)

Max Radius 164 ft (50 m)

Lifting Capacity @ Max Radius

2,204 lb (1,000 kg)

EQUIPMENT

CONSTRUCTION

Front-End Loader Excavator

Truck Flatbed

Dump Truck

Concrete Pump TruckTree Remover

SCHEDULES

CONSTRUCTION

Gantt Chart and Location Based

Negotiated with Owner Early Start – May 1st

Summary of Four Alternatives�The Link (Steel) – 10.5 months

�The Link (Concrete) – 12 months

�Silos (Concrete) – 11 months

�Water Rings (Concrete) – 11 months

ERECTION SEQUENCE – THE LINK (STEEL)

CONSTRUCTION

ERECTION SEQUENCE – CORN SILOS (CONCRETE)

CONSTRUCTION

ERECTION SEQUENCE – WATER RINGS - STEEL

CONSTRUCTION

MAJOR MILESTONES

CONSTRUCTIONE

xca

va

tio

n

&

Fo

un

da

tio

ns

Bu

ildin

g

Ske

leto

n

8 weeks

8 weeks

15 weeks

5.5 weeks

5.5 weeks

20 weeks

14 weeks

16 weeks

The Link (Steel)

The Link (Concrete)

Water Rings (Steel)

Corn Silos (Concrete)

Bu

ildin

g

Ske

leto

n

We

ath

er

Tig

ht

Bu

ildin

g

Fin

ish

ed

B

uild

ing

weeks weeks weeks weeks

23 weeks

27 weeks

23 weeks

25 weeks

10.5 months

12 months

11 months

11 months

ESTIMATES

CONSTRUCTION

The Link (Concrete)

The Link(Steel)

Corn Silos(Concrete)

Water Rings(Steel)

Total

Costs $7,650,000 $7,810,000 $7,160,000 $7,490,000

LEED REVIEW

CONSTRUCTION

Best Case Scenario: GOLD

Worst Case Scenario: CERTIFIED

Estimated Cost Premiums

Level of Green Standard

Average Green Cost Premium

Level 1 – Certified 0.66%

Level 2 – Silver 2.11%

Level 3 – Gold 1.82%

Level 4 – Platinum 6.50%

Average 1.84%

Greatest Potential in “Sustainable

Sites”

Up to 15 Points Available for “Living

Wall”

Source: USGBC

Architecture

Engineering

MEP

Construction

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction



Sustainability: “...development that meets the needs of the present without compromising the ability of future generations to meet their own needs” – United Nations, 1987

FLEXIBILITY RECYCABLE/RENEWABLE MATERIALS

ADDITIONAL

� LCA – Concrete vs. Steel� Flexible Layout

� Moveable Walls

� Minimal Shear Walls

� Minimum Interior Columns

� Fully Composite Floor System

� Long Life Span

MATERIALS

� Steel: ArcelorMittal –Chicago, IL (150 miles)

� Steel: 97.5% Recycled

� Steel: Easily Expandable Structure

� Concrete: Precast –WieserConcrete – Maiden Rock, WI (220 miles)

�Concrete: Industrial By-Products

� LCA – Concrete vs. Steel

� Water Efficiency

� Construction Waste Management

� Stack Effect

� Natural Daylighting

� Voided Slab

� Wisconsin’s “Focus On Energy” Financial Incentives

Architecture

Engineering

MEP

Construction

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

Construction



ArchitectStructuralEngineer

Owner

ConstructionManager(Lauren)

Engineer(Martin)

Architect(Astrid)

ATLANTIC TEAM

INTEGRATED PROJECT DELIVERY

Sub-contractors

ConstructionManager

BUILDING

PROJECT

MechanicalEngineer

Engineer(Frank)

ConstructionManager(Lena)

ATLANTIC

BUILDING

EngineerApprentice

(Rith)

DISCIPLINE INTERACTION


THE LINK:

• Reduced cantilever sizes to accommodate structural design limitations

CORN SILOS/WATER RINGS:

• Circular building concept converted concept converted to segments of straight members to reduce construction complexities

• Slanted columns added to reduce cantilever effect

• Modified auditorium such that columns could be placed in symmetric fashion

� Zero Email Policy (Owners = exception)

� Communication: Google Wave (Discussion), Dropbox (file sharing), Wiki (Information/Decisions)

� Weekly Group Meetings: GoToMeeting (Skype as backup), Recall

� Rotating Schedule for the Facilitator and Recorder

TEAM PROTOCOLS


� Rotating Schedule for the Facilitator and Recorder

� Biweekly Meetings with Owners

� Weekly ‘Visible’ Meetings: to be available for online interaction, discussions and questions

� Individual Team Member Waves: to provide daily updates on progress and notification of files added to Dropbox or wiki

INTEGRATED PROJECT DELIVERYVICO CONTROL: TEAM WORK PLAN EXPERIMENT

• Location Based � People Based

• Discipline Interaction

• Flow of Activities

VICO CONTROL: TEAM WORK PLAN EXPERIMENT


Architect

Engineers

Construction Managers

**Circular Flow of Activities **Continuous Process

Problems

• Timely to create and keep updated

• No planned vs. as-completed

• Hard to see interaction between non-adjacent disciplines

WORK PLAN PROBLEMS AND REQUIRED IMPROVEMENTS


disciplines

Improvements

• Full schedule completed before project start date

• Update frequently

• Use in conjunction with activities checklist

• Spreadsheet based checklist

IMPROVEMENT PLANS FOR SPRING QUARTER


• Update work plan frequently• Document work completed in PowerPoint

CONCEPT ?DECISION MATRIX

The Link

(Concrete)

The Link

(Steel)

Corn Silos

(Concrete)

Water Rings

(Steel)

Flexibilty 2 2 4 4Flexibilty 2 2 4 4

Simplicity of Structural

Design1 1 4 4

Aesthetics 2 2 3 3

Sustainability 2 2 4 3

Site Disturbance 1 1 4 2

Costs 2 1 4 3

Symmetry 2 2 4 1

Length of Schedule 1 4 3 3

IPD 3 3 2 2

Feeling 2 1 3 3

Owners Preference 2 2 3 4

TOTAL 20 21 38 32

WATER RINGS – STEEL FINAL DECISION

Extras

CYBER PRESENTATION

ATLANTIC TEAM

March 12, 2010

SILOS - CONCRETE OUR PREFERENCE

(source: http://www.big-john.com/digging.htm)

TREE REMOVAL SEQUENCE

CONSTRUCTION

Equipment can be truck, trailer or loader mounted; Numerous Tree Transporting Companies in Area

• Currently designed material components can be easily transported on standard trucks, as seen on the previous slide (Largest Structural Element = 38ft).

• To minimize congestion on the site, we will utilize ‘Just-in-time’ deliveries

JUST-IN-TIME DELIVERIES

CONSTRUCTION

‘Just-in-time’ deliveries

This method will allow us to:• reduce operating costs

• prevent over-production

• minimize waiting times and transport costs

• save resources by streamlining production systems

• reduce capital tied up in stock

TRANSPORT TRUCK LIMITATIONS

CONSTRUCTION

Source: http://wcha.net/Resource-PDF/WI-Truck%20Study/WI_TSWS_overview_final.pdf

RISK ANALYSIS FOR THE PRODUCTION

CONSTRUCTION

COST BREAKDOWN

CONSTRUCTION

SCHEDULE – THE LINK (STEEL)

CONSTRUCTION

SCHEDULE – THE LINK (CONCRETE)

CONSTRUCTION

SCHEDULE – CORN SILOS (CONCRETE)

CONSTRUCTION

SCHEDULE – WATER RINGS(STEEL)

CONSTRUCTION

Team Atlantic - Stanford Universitypbl.stanford.edu/AEC projects/Year...

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