Issuu on Google+

sunchung seeking

christine

scales

of

min

interventions


fiber, force_FORM proto-architectural spaces by fossilization of force and form The spaces of the final proto-architectural spatial morphology are created by the juxtaposition of modules constructed of aramid and glass fibers laid on flexible carbon fiber tube frames. The banding of the three internal trefoils engage the topography and ramp up to upper levels while carving away a primary bifurcated circulation corridor and several secondary paths into the landscape. Two enclosing pitchers stem from the bifurcation of each of two trefoils and merge at their apexes to shelter the interior forms and delineate internal and external spaces. The resulting proto-architecture provides a rich spatial experience through the forces in action.


figure 01. Exploded axon of pitcher and trefoil configuration

iii_design exploded axonometric_ARCHITECTURAL figure 02. Architectural sequence of configuration on proto-site

architectural sequence

pitcher_ENCLOSURE

[ trefoil paths]

[ trefoil enclosure ]

iii_design

architectural sequence

[ origin ]

[ heights ]

[ pitcher tension ]

[ pitcher border ]

trefoil_ SPATIAL MODULES

iii_design

fiber, force_FORM

[ foundation ]

[ tensed scaffold ]

[ origin ]

[ heights ]

proto-architectural spaces by fossilization of force and form

architectural sequence


fiber, force_FORM fiberous layers and order as a space maker

figure 05-08. Architectural spatial analysis through form configuration iii_design

scheme_SPATIAL ANALYSIS

iii_design

scheme_SPATIAL ANALYSIS

[ visual thresholds ]

figure 01. Proto-architecture trefoil 16’-0”

[ height_trefoil ] varying SLOPE of horizontal projection

varying STIFFNESS levels

maximum_4 layer saddle barrier

[ configuration_ trefoil + trefoil ]

[ height_pitcher ] varying pitcher HEIGHT

01

02 03

varying ENCLOSURE levels

trefoil_RIGHT - Y

04

trefoil_LEFT - Y

[ surface overlap ] 4’-0” height difference

trefoil_RIGHT - Y

rise stiffness

0 low

12

clearence

0

high

enclosure

interior

30

4’-0”

exterior

figure 02. Proto-architecture trefoil 8’-0”

trefoil_LEFT - Y + rise height is complementary to the displacement of the scaffold deformation. + stiffness is a balance between the flexibility and recipricoal stress of the scaffold.

+ height of the pitcher defines the amount of head clearence beneath the pitcher + canteliever height gives varying enclosure levels `

The amount of deformation gives stiffness value of the combined form of fiber and scaffold

iii_design

scheme_SPATIAL ANALYSIS

iii_design

scheme_SPATIAL ANALYSIS

level of coverage and enclosure

[ structural rigidity ] [ configuration_ pitcher + pitcher ]

10’-0”

[ single ] shelter [ double ] shelter

integrated scaffold + fiber system seamless joint integrated connection

[ configuration_ trefoil + pitcher ]

18’-0” [ single ] _pitcher shelter 12’-0”

[ double ] _pitcher + trefoil shelter

figure 03. Proto-architecture trefoil 4’-0” SECTION CUT - A orientation of trefoil pitcher [ up ] coverage [ down ] platform

[ surface joining] continuous enclosure SECTION CUT - B

joining_SCAFFOLD

[ down ] pitcher orientation trefoil coverage [ up ] coverage

[ single ] _trefoil

[ double ] _pitcher + trefoil

guide_SECTION CUT - A guide_SECTION CUT - B

[ down ] platform

[ up ] pitcher orientation trefoil platform


fiber, force_FORM fiberous layers for surface tension

iii_design

scaffold_BENDING VARIA [a]

[b]

[c]

[d]

[e]

[f]

[g]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[h]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[h]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[h]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[h]


Bent Scaffold Bent Studies Scaffold Studies

figure 01. elastic scaffold _ PITCHER FORM

Single Helicoidal Single Helicoidal ParabolaParabola

figure 03. elastic scaffold_ SINGLE PEEL

Bent Scaffold Studies AXON - SINGLE AXON SIDED - SINGLE TENSION SIDED TENSION

PLAN - SINGLE PLAN SIDED - SINGLE TENSION SIDED TENSION

Bent Scaffold Studies

Single Helicoidal Parabola

SINGLE SIDED SINGLE TENSION SIDED TENSION

ELEVATION - SINGLE SIDED TENSION ELEVATION - SINGLE SIDED TENSION

figure 04. elastic scaffold_Studies DOUBLE PEEL Bent Scaffold

Single Helicoidal Parabola DOUBLE SIDED TENSION

figure 02. elastic scaffold _ TREFOIL FORM

PLAN - DOUBLE SIDED TENSION

Bent Scaffold Studies

Single Helicoidal Parabola

AXON - DOUBLE SIDED TENSION

ELEVATION - DOUBLE SIDED TENSION FIXED TENSION

DOUBLE SIDED TENSION

figure 05. elastic scaffold_ ANCHORED PEEL DOUBLE SIDED TENSION

FIXED TENSION

PLAN - DOUBLE SIDED TENSION

AXON - DOUBLE SIDED TENSION

AXON - DOUBLE SIDED TENSION

DOUBLE SIDED TENSION

fiber, force_FORM

PLAN - DOUBLE SIDED TENSION ELEVATION - DOUBLE SIDED TENSION

ELEVATION - DOUBLE SIDED TENSION FIXED TENSION

elastic deformation of fibrous structures

Nearly all load-bearing systems in nature are composed of fibrous systems. The natural world has evolved to maximize on the properties of fibers, which are strong only in tension, to create systems finely tuned to manage compressive loads efficiently. The incapacity of a single fiber to bear compression is overcome by four key strategies: redundantly bundling fibers into hierarchical systems, orienting fibers PLAN to ensure that - FIXED TENSION PLAN - DOUBLE SIDED TENSION compressive loads are not directed axially along them, embedding fibers in matrixes better suited to bearing compression, and pre-stressing the fibers in tension. Scaffolds were interrogated and edited to create anticlastic fibrous surfaces characterized by a voluptuousness of deep surfaces, enclosing varied hierarchies of spaces while refraining from wrapping the fibers into a hermetically bound object. Through the elastic scaffold, fiber and formwork were enabled to inform each other in a homeostatic equilibrium that fossilized both the tensile forces of the fibers and the resisting force exerted by the framework into a resolved form. AXON - DOUBLE SIDED TENSION

ELEVATION - DOUBLE SIDED TENSION

AXON - FIXED TENSION

ELEVATION - FIXED TENSION

PLAN - FIXED TENSION

AXON - FIXED TENSION

AXON - FIXED TENSION

PLAN - FIXED TENSION ELEVATION - FIXED TENSION

ELEVATION - FIXED TENSION


Hospital / Clinic / Rehabilitation / Medical Center 1 206 Total

Projected Evactuation Roads

30 Mile Radius 60 Mile Radius 120 Mile Radius 250 Mile Radius 500 Mile Radius 1 000 Mile Radius 2 000 Mile Radius 4 000 Mile Radius Metric Space __ factor [ Health Support ]

8 000 Mile Radius

278 Risk Points 630 Risk Points 1 174 Risk Points 2 548 Risk Points

| | | |

0.07% 0.16% 0.30% 0.66%

7 343 Risk Points | 1.89%

Graphic Space___ factor [ Evacuation Roads ]

20 184 Risk Points | 5.20% 47 968 Risk Points | 12.37% 105 497 Risk Points | 27.20%

figure 01. Transit on Roads: Disaster Scenario

202 163 Risk Points | 52.13%

ROADS - SPECIAL Ready, Set, Evacuate.

figure 02. Metric and Graphic Space Points TRANSIT | which mode of transportation will you figure 03.FAILURES Transit Failures: Which mode oftake? transportation will you take?

Simulating the limits of our infrastructure

[ time + delay ]

When tracking cause of failure or allocating a point of restoration, the investigation digs deeper than following the systematic hierarchy of individual systems. Infrastructure operates across borders and are interdependent, and not dependent, on other systems’ functionality. These infrastructures cannot be organized in a linear hierarchy, but instead a cyclical loop, in which the behaviors are understood as a chain of actions. Analysis through simulation of vulnerabilities helped explore the interdepencies of traffic. In particular, road network infrastructure has been a vulnerable target for disaster challenges. This analysis is conducted by drawing points of destination --hospitals, clinics, care centers--which then shape the topology of the hidden metric space by intersecting circles that represent the range of proximity between destination and source. The metric space measures the range of risks to the region, while the roads provided a graphical distance between destinations. By drawing comparison between the metric and graphic space of vulnerabilities, the disjuncture between the traffic network’s proximity to destination and physical organization and road network on site can be seen as a cause for failure.

[ transit surface ]

road + railway +

The analysis of measuring risks in Proximity by road network and Magnitude to Reaching Medical Help for All is a scenario that seeks for disparity between road grids and medical center point network. For instance, lets say that there is a treacherous disaster that requires for everyone to seek for medical attention at once. You can imagine the traffic congestion on the road network to be an instant path to increased risks and depreciated safety. In a comparative study between Sandy and Great Bola Cyclone in 1970, most accidents, causalities and deaths occurred during in transit. For Sandy, most deaths happened inside an automobile. Similarly, in the Bay of Bengal, where the Great Bola Cyclone caused more than 300,000 deaths, people died during their transit to find shelter, safety, or medical attention. By understanding the higher risks involved from transit, this analysis creates a hypothetical scene to quantify who and what geographic regions are at risk when it comes to finding medical safety. People who are traveling beyond the four-mile radius is cross more at-risk road intersections due to the increased number or others with the same destination point.

airport +

[ vehicle types ] bus automobile bicycle motorcycle

+ + + +

subway + interstate +

[ sources ]

scheduled +

mbta subway

+

informal +

mbta bus

+

without alert +

chartered bus

+

ferry

+

+

[ ownership ]

public transit

+

personal car

shared transit

+

zipcar

+

private transit

+

car rental

+

bike share + (citibike / hubway)

domestic + internatonal +

shared shuttle

+

taxi, lyft,uber

+

[ passenger volume ]

1 + 1-4

+

4-7

+

8-60

+

60 +

+

helicopter

+

chartered flights

+

airline flights

+


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figure 02. Anatomy of Evacuation Decision Choices

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Education / University / Government Offices / anatomy of evacuation Place of Worship / Library / Museum What was the Decision Making Process for evacuating before Sandy? 310 440 Total WARNING

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Some local canvassing events may be postponed or cancelled across affected areas, the campaign said. Several planned rallies involving the President, Vice President and First Lady this weekend and early next week have already been cancelled. More schedule changes could follow 4:07 PM EDT: ABC News’ Emily Friedman tweets depending on how the storm plays out. that both the Romney and Obama campaigns have “We’re taking things on a case by case basis at this phase,” an Obama campaign official told ABC halted fundraising e-mails in states impacted by News. the storm.

5:10 PM EDT: The Associated Press reports now that the storm-related death toll is up to 65 in the Caribbean, 51 of which are in Haiti. The storm ended on Friday there.

4:08 PM EDT: New York City Mayor Bloomberg is updating residents in a live press conference right now. Watch here. “”If you live in Zone A and have not yet evacuated, do so as soon as possible. Time is running out,” Bloomberg said.

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figure 01. Public Transit Simulation: Daily Scenario

zone 3 zone 2 zone 1

11:25 PM EDT: New York City power company ConEd says a decision will be made on Monday to proactively shut off service to some customers based on tidal surges.

11:02 PM EDT: New York Stock Exchange and NASDAQ to be closed on Monday, including online trading, reversing earlier decision to remain opened.

10:56 PM EDT: Sandy is currently 290 miles from Cape Hatteras, N.C., and 470 miles fromNew York City. Winds at 75 MPH, according to the National Hurricane Center.

9:28 PM EDT: ABC News interactive comparing 2011′s Hurricane Irene, with this year’s Hurricane Sandy.

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[ how do you react? ]

9:30 PM EDT: Storm surge inundates the boardwalk at Point Pleasant, N.J. ht furious point dm 121028

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a disaster is happening

10:55 PM EDT:From the National Hurricane Center: “SANDY ABOUT TO START ITS NORTHWARD TURN…EXPECTED TO BRING LIFE-THREATENING STORM SURGE…COASTAL HURRICANE WINDS AND HEAVY APPALACHIAN SNOWS.”

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RISK LOCATION

30 Mile Radius 60 Mile Radius 120 Mile Radius 250 Mile Radius

15 783 527 Risk Points | 62.71%

6:06 PM EDT: WABC in New York is reporting that the New York Stock Exchange’s trading floor will be closed tomorrow. 6:00 PM EDT: Federal offices in the Washington, DC area will be closed tomorrow because of the hurricane.

5:40 PM EDT: Looks like FreshDirect, the food delivery service in New York, is canceling its deliveries for tonight. Looks like those people in line at Trader Joe’s have the right idea! 5:29 PM EDT: We also have storm tips for pet owners! Does ABC have you covered or what?

5:26 PM EDT: A quick travel update. According to FlightAware, there have been 1,180 flights cancelled today, 4,333 flights cancelled for tomorrow, and 613 cancelled for Tuesday. For some tips on travel during the storm check out our ABCs of Hurricane Sandy Travel. 5:19 PM EDT: The Weather Channel is now reporting blizzard warnings in West Virgina.

RISK ASSESMENT

FAILED TO REACT

what will i lose?

[ power loss ] it’s too late [ when will aid come? ] [ network disconnection ]

EVACUATE [ water+supply ] schedule

access

proximity

24-hr

[ convenience/ 5:05 PM EDT: FEMA has just issued services ]

a press release urging residents to follow directions from local officials.

seek safety solutions [ where do you go?

4:00 PM EDT: Just a update on the storm. The satellite image below is from 2:00 p.m. EST. You can track the storm at our Hurricane Sandy Live Storm Tracker.

4:49 PM EDT: Simultaneously, Massachusetts Gov. Deval Patrick is holding a press conference right now. Watch live here. “We are going to get through this we are as well prepared as we possibly can be,” Patrick said. 4:40 PM EDT: “Be prepared to stay in your home for an extended period of time,” Pennsylvania Gov. Tom Corbett said. “We prepare for the worst and hope for the best.”

how much it costs?

TIME

4:37 PM EDT: The Pennsylvania Emergency Management press conference is happening now.

4:30 PM EDT: In New York City the line for Trader Joe’s wraps around the corner as people stock up on food and water.

TRAIN/BUS [ next train? price? available? ] DRIVE [ traffic? gas? car rental? ]

single+average

1.5 km / hr

WALK [ it’s close enough ]

with children

1 km / hr elderly/disabled

Obama added, “My message to the governors, as well as to the mayors – anything they need, we LATER [ it can/need to wait ] will be there. And we’re gonna cut through red tape, we’re not gonna get bogged down with a lot of rules, we want to make sure that we’re anticipating and leaning forward into making sure that we’ve got the best possible response for what is going to be a big and messy system.” TOMORROW [ prepare for evacuation first ]

single+fit

2 km / hr

is it available later? ]

NOW [ it’s urgent ]

TRANSIT METHOD

4 km / hr

3:10 PM EDT: Amtrak has cancelled nearly all service on the eastern seaboard for tomorrow.

3:00PM EDT: An update on Philadelphia. There will be a formal press conference held at 5 PM EST today, but by midnight if not sooner all 3:58PM EDT: In Rockaway Beach, New York people bag sand for sandbags as Hurricane Sandy mass transit will be shut down, including New Jersey transit, Patco Highspeed lines and SEPTA. approaches. Philadelphia bridges will also be shut down at 65mph. 3:49 PM EDT: The Department of Energy has just issued its first report on power outages. 2:44 PM EDT: Following a briefing at FEMA, As of 2:00 p.m. EST, there are fewer than 5,000 Obama has just issued a statement about the customers without power in Delaware, the storm: “This is a serious and big storm and my District of Columbia, Florida, Maryland, North first message to all Carolina, South Carolina, and Virginia. SHELTER OPTIONS the people across the Eastern seaboard, 3:42 PM EDT: ABC News’ Devin Dwyer reports mid-atlantic, going north, that the Obama campaign is encouraging supporters by e-mail, Facebook, Twitter and on its is that you need to take this very seriously and homepage to donate to the Red Cross hurricane follow the instructions relief effort. of your state and local officials. Because they Additionally, Obama campaign officials at the are going to be providing Chicago headquarters and in key battleground refuge destination you with the best advice states Virginia, Ohio and Pennsylvania tell ABC News they are preparing contingencies to ensure in terms of to how to [ how long is the stay? the safety of supporters, volunteers and staff as a with this storm in the who is the host? coming days.” top priority.

“As conditions worsen along the Mid-Atlantic when will you go? how need will you go? and other parts of the East Coast, residents far do i travel? ] to listen to the direction of local officials.how This is a large storm and the potential impacts from wind, coastal flooding, inland flooding, rain and snow will affect many states,” Craig Fugate, FEMA administrator said in a statement.

RATE OF EVACUATION BY FOOT

!

FLY [ opportunity for family/ travel ]

2:32 PM EDT: New Jersey Gov. Chris Christie just wrapped his press conference. He urged people to be prepared, but also told people not to panic. In fact, he told people to watch the Jets game. 1:57 PM EDT: ABC News’ Devin Dwyer reports: As Hurricane Sandy bears down on the east coast, Obama campaign officials at the Chicago headquarters and in key battleground states Virginia, Ohio and Pennsylvania tell ABC News they are preparing contingencies to ensure the safety of supporters, volunteers and staff as a top priority.

Some local canvassing ev or cancelled across affec said. Several planned ral President, Vice Presiden weekend and early next cancelled. More schedule depending on how the st

“We’re taking things on a this phase,” an Obama ca News.

The campaign announce with President Obama’s Cincinnati and Akron, Oh Aides are exceedingly co not impact early voting o efforts.

“Our historic grassroots at full speed in Florida an states to persuade undec supporters out to the po Election Day,” said Obam Fetcher.

1:49 PM EDT:ABC News’ that Jet Blue, US Airways announced they are shut airports in Sandy’s path. expected to announce sim service.

1:41 PM EDT: The Port A and New Jersey is suspen beginning at midnight so be secured before the wo makes landfall. PATH ser as conditions permit.

1:30 PM EDT: New Jersey has ordered a gradual sy New Jersey Transit servi today through 2 a.m. on M includes all bus, rail, ligh service.

1:24 PM EDT: ABC News that Delta has cancelled of New York City airport tomorrow. Nationwide, o at 3,700 for Monday, acco

1:10 PM EDT: As Hurrica Eastern Seaboard, officia Sandy’s 800-mile path to safety. ”The time for pre about over,” Federal Eme Administrator Craig Fuga deploying people and res are gearing up for the po storm.”

work in progre

!

!

!

Ready, Set, Evacuate.

!

RAILWAYS + BUS ROUTES - DAILY

Simulating the limits of our infrastructure

The method of finding the disparity between the public transit network and the network of daily interest are measured by overlaying the metric and graphic networks. The metric network is defined by the topology of interests points, in this case is defined by learning resource centers--universities, schools, libraries, research labs, and afterschool educational programs. The graphic space is the public transit network -- railways and bus routes. The risk of accidents that can occur during your daily transit routine exponentially increase as you live further away from your destination. As a first case, the story of interdependent network can be seen through the lens of a decision making process of an individuals before Hurricane Sandy. Paired with the day’s course of the Hurricane Sandy timeline of events on October 28, 2012, the anatomy constructs a storyline of how, where, and when one would evacuate in preparation for a hurricane disaster. Factors such as losing power, food and water supply, communication connections are majordeciding factors for evacuation. The flood zone region classification, the amount of resource they will lose from the the hurricane, where and when they will evacuate are only a few factors to consider. Whether they are traveling alone or with family/children or elderly is secondary factor.

TRAN


PARTICIPATE IN ECO-TOURISM. MANY SITES ALONG THE DMZ HAS BECOME AN ECO-DESTINATION THAT INTERACTIVELY ENGAGES VISITORS WITH THE LOCAL CULTURE AND ECONOMY. INVESTORS HAVE BEEN SEEKING TO DEVELOP THIS GROWING TOURIST ECONOMY.

UNIFICATION INFRASTRUCTURE

1

MAINSTREAM TOURISM AND URBAN ENCROACHMENT CAN LEAD TO DEPRECIATED LOCAL ECONOMY AND CULTURE THAT IS IMPORTANT FOR SUSTAINING THE ECOLOGY OF THE ENVIRONMENT WITHIN THE CCZ.

PEACE & LIFE TRAIL FOR HIKING AND BIKING (by TOUR KOREA)

4 PROTOTYPING BUILT ENVIRONMENTS ECOLOGICAL INTERVENTION

figure 01.Readings of the dmz

205 KM

PYONGYANG NORTH KOREAN CAPITAL CITY

modus vivendi HOW CLOSE CAN ONE GET TO THE DMZ?

WHAT IS THE DMZ?

160 KM

5 KM

JOINT SECURITY AREA

ecological intervention through readings of the dmz between north and south korea

EAST SEA

3 KM

TAESONG SOUTH KOREAN VILLAGE

8 KM

KAESONG NORTH KOREAN NEW INDUSTRIAL CITY

46 KM 50KM

AIPORT INCHEON INTERNATIONAL SOUTH KOREA

Building along a demilitarized zone should not be to reiterate the political dispute, but to preserve and strengthen the current populations’ existence and habitat. Considering the efforts of local farmers and artists since the Korean War, the project aims to activate the loosely existing a social network along the South Korean border.

SEOUL SOUTH KOREAN CAPITAL CITY

Hike Path Bike and

7

Civilian Controlled

Line

Bike

Bik

Bike

DMZ BORDER

Hik

e

Hike

Path

and Hik

e Path

e

Pat

h

and

Hik

e

Pat

h

and

and

Bik

e

DMZ BORDER

CCZ BORDER

CCZ BORDER

Bike and Hike Path

56

PEACE & LIFE TRAIL ECOLOGICAL HOTSPOTS: MAIN INTERSECTIONS

INTERSECTION BETWEEN CCZ AND TRAIL

ECOLOGICAL JUNCTIONS: MINOR INTERSECTIONS

1

DMZ BORDER 1

CIVILIAN CONTROL LINE Bike and Hike Path

1

2

PEACE & LIFE TRAIL UNIFICATION ROADS

4

5

GEUMGANG MT ROAD UNIFICATION OBSERVATORY

WHAT ARE RECENT DEVELOPMENTS ALONG THE DMZ?

WHAT EXISTS IN THE DMZ? GEUMGANGSAN RAILWAY BRIDGE PEACE OBSERVATORY CHEORWAN FIELD THE 2ND INFILTRATION TUNNEL BAEKNAGOJI BATTLEFIELD LABOR PARTY OFFICE

PEACE ROAD HAESAN TUNNEL ANDONG BRIDGE PEACE DAM WORLD PEACE BELL PARK BISUGUMI BIMOK PARK PAROHO LAKE JIGYEON WATERFALL DUTAYEON POND PARK BANGSAN PORCELLAN MUSUEM

12 SEON YEOTANG POND PEACE & LIFE HILL JINBURYEONG PEAK HYANGROBONG PEAK HWAJINPO LAKE MANHAE VILLAGE BAEKDAMSA TEMPLE JINBURYEONG ART GALLERY GEONBONGSA TEMPLE GANSEONG CONFUCIAN ACADEMY HWAJINPO HISTORY AND NATIONAL SECURITY MUSEUM

7

D

M

Z

WOLJEONG STATION TRIUMPH OBSERVATORY

DM

figure 02.Intervention Site along the border

Z

5 NEXT STAGE ECO-EVOLUTION ECOLOGICAL CAPITAL

Hike Path Bike and

DMZ

SINTAN-RI STATION YELSOE OBSERVATORY Civilian Controlled

Civilia Line Civi lia n Co

Bik

Bike and

Hik

e

ntro

lled

n

Li ne

Contr

olled

Bike

and

L ine

Hike

Path

Civili a n Controlled L ine

and Hik

e Path

e

Pat

h

Bik

e

and

Hik

e

Civ

Pat

ilia

h

n

Cont

rolle

d L ine

7 DMZ

L ine

SITE: DORASAN, PAJU CITY, SOUTH KOREA

lled Con n ilia Civ

Bike and Hike Path

tro

PEACE & LIFE TRAIL FOR HIKING AND BIKING (by TOUR KOREA)

CAMP BONIFAS

KICHONGDONG NEUTRAL VILLAGE NORTH KOREA Z 4

Civili

an

2

4

ODUSAN OBSERVATORY

I find this transformation fascinating and I am curious to see and predict how this zone will continue to evolve in the future. First, the ecological evolution has influenced the physical environment-preserving it as an open landscape, rather than an urban zone. Secondly, the impact on the local residents, workers, industry, economy has shaped the current culture to be more progressive towards sustainable living.

PEACE & LIFE TRAIL INTERSECTION BETWEEN CCZ AND TRAIL

WHAT EXISTS IN THE DMZ?

INFRASTRUCTURE RAILWAY, ROADS, BRIDGES PUBLIC PARK SECURED PUBLIC FACILITIES OBSERVATORIES SECURED MILITARY FACILITIES INFILITRATION TUNNEL, WAR MEMORIAL SOUTH KOREAN+US MILITARY BASE ARTS + HUMANITIES

GANGHWA TERMINAL

4

PAJU

HEYRI VILLAGE PAJU CITY HALL

BIK E

Collage explaining ecological transformation and suggesting that the government’s roles in the future will be to enforce environmental policies. The Buffer Zone is a continuously evolving ecological phenomenon since the end of the Korean War and the Armistice Agreement that created this large strip as an unoccupied neutral zone.

CCZ BORDER

IMJINGAK PEACE-NURI PARK

ARTS + HUMANITIES Z

DMZ BORDER

JOINT SECURITY AREA

BRIDGE OF FREEDOM

DORASAN PEACE PARK

1

AEGIBONG PEAK OBSERVATORY

HOW CLOSE CAN ONE GET TO THE DMZ?

DORASAN STATION

DORASAN OBSERVATORY

5

DM IMJIN RIVE R

figure 03. Initial ideas of site

TAESONGDONG NEUTRAL VILLAGE SOUTH KOREA

THE 3RD INFILTRATION TUNNEL

1

Path

1

SECURED MILITARY FACILITIES INFILITRATION TUNNEL, WAR MEMORIAL SOUTH KOREAN+US MILITARY BASE

DM 1

Hike Bike and

UNIFICATION INFRASTRUCTURE

1ST INFILITRATION TUNNEL

d Line

SECURED PUBLIC FACILITIES OBSERVATORIES

DM Z 2

INCHEON AIRPORT AEGIBONG PEAK OBSERVATORY ODUSAN OBSERVATORY DADO MUSEUM 1 HEYRI VILLAGE Controlle

PUBLIC PARK

56

Bike and Hike Path

DORASAN STATION UNIFICATION ROAD DORASAN OBSERVATORY DORASAN PEACE PARK IMJINGAK PEACE NURI PARK IMJIN RIVER PANMUNJEOM/JSA BRIDGE OF FREEDOM THE 3RD INFILTRATION TUNNEL TAESONGDONG NEUTRAL VILLAGE KICHONDONG NEUTRAL VILLAGE CAMP BONIFAS THE 1ST INFILTRATION TUNNEL

INFRASTRUCTURE RAILWAY, ROADS, BRIDGES

AN D

HIK E

PA TH


figure 01. Perspective from entry access

modus vivendi ecological intervention through readings of the dmz between north and south korea

figure 02. Section along axis


figure 01. Exchange between locals and tourists

figure 02. Section through gallery and restaurant

July 21

December 21

A

A

figure 03. Section through gallery and restaurant July 21

December 21

B

B

modus vivendi ecological intervention through readings of the dmz between north and south korea


fig. 01. Level 2 Plan - Habitable level with hotel units and gallery space

A

PLAN 1B CLOSE UP

PLAN 1A CLOSE UP

A

B

3 5 LEVEL 2 1. PERMANENT COLLECTION GALLERY 2. BUSINESS SINGLE 3. LOUNGE/ STUDY 4. TWO BEDROOM SUITE 5. CONFERENCE ROOM 6. SPA

0

20

40

2 

80

PLAN 1A CLOSE UP

B

modus vivendi ecological intervention through readings of the dmz between north and south korea

PLAN 1B CLOSE UP


fig. 03. Deconstructed assembly of roof structure modus vivendi ecological intervention through readings of the dmz between north and south korea

steel frame

wooden steel beam

wooden frame

wooden lattice

steel frame skylight frame steel mullions

wooden cover

glass panels bolts

wooden steel column

fig. 01 Exploded Axonometric of the building components

fig. 02 Preliminary sketch of roof elevation


fig. 03 Series of light study for the roof lattice system during design phase.

modus vivendi ecological intervention through readings of the dmz between north and south korea

fig. 01 Axonometric of building program

Single Pattern/ Single Curvature

Mirrored Pattern/ Reverse Curve

Alternating Pattern/ Double Reverse Curves

spa

business singles conference

market restaurant retail

gallery

fig. 03 Series of light study for the roof lattice system during design phase.


watch your fingers! [ expandable table/bench ] transformable furniture design Chuck Hoberman, GSD fig01. Bench at closed state

fig02. 5’10” Height Expansion

PROJECT TITLE/ GROUP NAME

15

RISD: TOOLING INFRASTRUCTURE

RISD: TOOLING INFRASTRUCTURE

RISD: TOOLING INFRASTRUCTURE

22

22

22

watch your fingers Fall 2013, GSD Transformable Design Methods, Chuck Hoberman

42

41

41

fig03. Horizontal+Vertical 41 Connection

fig04. Closed Bench with Covered side panels

fig04+05. Bench with revealed box joints at closed state

fig04+05. Top tier full expansion


CONSTRUCTION DETAIL

watch your fingers!

Detail Detail 03 Detail Detail 03 0303 Detail Detail 03 Detail Detail 03 03 03

Bolt Connections

[ expandable table/bench ] transformable furniture design Chuck Hoberman, GSD A1_drill press box joints

A2_sand vertical scissors ends

A3_assemble horizontal scissors

CONSTRUCTION DETAIL Detail 01

A4_assemble vertical scissors

Bolt Connections PROJECT PROJECT TITLE/ TITLE/ GROUP GROUP NAME NAME PROJECT TITLE/ PROJECT GROUP TITLE/ NAME GROUP NAME

RISD: RISD: TOOLING TOOLING INFRASTRUCTURE INFRASTRUCTURE RISD: TOOLING RISD: INFRASTRUCTURE TOOLING INFRASTRUCTURE

20

20

20 20

21

20 20 20

21

21 21

PROJECT TITLE/ PROJECT GROUP NAME TITLE/ PROJECT PROJECT TITLE/ TITLE/ GROUP GROUP NAME NAMEGROUP NAME

TOOLING RISD: INFRASTRUCTURE TOOLING INFRASTRUCTURE RISD:RISD: RISD: TOOLING TOOLING INFRASTRUCTURE INFRASTRUCTURE

21 21 21

20

21

Detail 01 Detail 02 B_Testing One-Unit Mock-up

Detail 02 43

43 4343

RISD: RISD: TOOLING TOOLING INFRASTRUCTURE INFRASTRUCTURE RISD: TOOLING RISD: INFRASTRUCTURE TOOLING INFRASTRUCTURE

18

18

18 18

4343 43

TOOLING RISD: INFRASTRUCTURE TOOLING INFRASTRUCTURE RISD:RISD: RISD: TOOLING TOOLING INFRASTRUCTURE INFRASTRUCTURE

18 18 18

18

open

Detail 03

semi-open

43

closed

19

19

19 19

PROJECT TITLE/ PROJECT GROUP NAME TITLE/ PROJECT PROJECT TITLE/ TITLE/ GROUP GROUP NAME NAMEGROUP NAME

19 19 19

19

PROJECT PROJECT TITLE/TITLE/ GROUP GROUP NAMENAME PROJECT TITLE/ GROUP PROJECT NAME TITLE/ GROUP NAME

23 23

Bolt Connections Bolt Bolt Connections Bolt Bolt Connections Connections Connections Bolt Bolt Connections Connections Bolt Connections Bolt Connections fig03. Fully expandedBolt modelConnections and detailed joineries. 23

23

PROJECT TITLE/ GROUP PROJECT NAME TITLE/ GROUP NAME PROJECTPROJECT TITLE/ GROUP TITLE/ GROUP NAME NAME

23

23 23

23

watch watch your fingers fingers44 4444 watch your watch fingers youryour fingers 44 Fall Fall 2013, 2013, GSD Fall 2013, FallGSD 2013, GSDGSD watch your watch fingers your fingers 44 Transformable Transformable Design Design Methods, Methods, Chuck Chuck Hoberman Hoberman watch watch your your fingers fingers 4444 44 Transformable Transformable Design Design Methods, Methods, Chuck Hoberman Chuck Hoberman 2013, Fall GSD 2013, GSD FallFall Fall 2013, 2013, GSD GSD Transformable Transformable Design Methods, DesignChuck Methods, Chuck Hoberman Chuck Hoberman Transformable Transformable Design Design Methods, Methods, Chuck Hoberman Hoberman

PRO PROJECT TITLE/ GROUP PROJECT NAME TIT

Detail 01 Detail 0101 Detail Detail 01 Detail 01

PROJECT TITLE/ GROUP NAME

21

fig04. Horizontal Seat

D_assemble tier one

fig05. Wall Panels at closed state

fig06. Expanded state

Detail 0202 Detail Detail Detail Detail 0202 02 Detail 02 Detail 0202 Detail Detail 02 Detail 02

PROJECT TITLE/ GROUP NAME

21

fig01+02. Curvilinear Open State Exapnsion of Tier One 43

PROJECT TITLE/ GROUP NAME

19

43

PROJECT TITLE/ GROUP NAME

23

PROJECT TITLE/ GROUP NAME

19

PROJECT TITLE/ GROUP NAME

23

Detail 0303 Detail Detail Detail Detail 0303 03 Detail 03 Detail 0303 Detail Detail 03 Detail 03

watch your fingers Fall 2013, GSD Transformable Design Methods, Chuck Hoberman

44

PROJECT TITLE/ GROUP NAME

25

watch your fingers Fall 2013, GSD Transformable Design Methods, Chuck Hoberman

25

PROJECT TITLE/ GRO PROJECT PROJECT TITLE/ GROUP TITLE/ GR N

Detail 01 - Connection between horizontal seat and vertical scissor joints Detail 02 - Connection between two vertical box joints Detail 0101 Detail 03 - Connection between Detail vertical box joint and wheel 03Detail Detail Detail Detail 01locking 01 01

UCTURE

UCTURE

semi-closed

C_layout tier one

UCTURE

UCTURE

CONSTRUCTION DETAIL CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION DETAIL DETAIL DETAIL DETAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL

PROJECT PROJECT TITLE/ TITLE/ GROUP GROUP NAME NAME PROJECT TITLE/ PROJECT GROUP TITLE/ NAME GROUP NAME

44

PROJECT TITLE/ GROUP NAME


Pocket Port [ Brooklyn’ Naval Yard Reuse ] Academic Project Prof. Michael Pelken, Syracuse University

Left: Axon Diagram of the Right: Site plan with extensive context of Wallabout Bay, Williamsburg and Brooklyn Bridge, and DUMBO district

pocket port

future jetports for urban cities brooklyn, ny Manhatten and its neighboring bouroughs have multiple means of transportation--there are three airports and numerous heliports in the greater NYC area. However, most residents must travel an extra 10 miles on average to travel to the airport from the city. The city is not directly connected to these airports and creating an easily accessible and efficient airport can be benecial for more frequent air travel in the future.

VIP LOUNGE

VIP LOUNGE

The design challenge was creating a 155,000 sqft jetport in the existing site of the Brooklyn Navy Yards for a hypothetical client, Richard Branson, who is seeking a new building for his new business venture Virgin SolAir, a commercial airline for sports aircraft.

DEPARTURE

TERMINAL

HANGAR

VIRGIN SOLAIR


and comprehensive analysis of the systems and constructional detail Pocket Port [ Brooklyn’ Naval Yard Reuse ] Academic Project Prof. Michael Pelken, Syracuse University

Cable Suspended Roof System W14X10X82LB/FT cable support column Operable glass louvre 3’x4’ Space frame supports slanted glass windows at upper level 13’-5” Roof Overhang Reector roof covering at northern south Cable Suspended Rooffacing System wall W14X10X82LB/FT cable support column Drainage pipes and waterproo ng Operable glass louvre 3’x4’ at column connection Space frame supports W8X8 X glass 40LB/FT Floor Column slanted windows at upper level 13’-5” Roof Overhang Wide-ange I-Beam of depth 1’-8” width 7” Reflector roof covering at northern south facing wall Poured-Concrete in oor covering Drainage pipes and waterproofing at column3” connection Radiant oor heating pipe Insulation at 1.7” Composite metal and concrete decking at 10’-0” Joists spans Metal Decking depth = Open W8X8 X 40LB/FT Floor Column Wide-flange I-Beam of depth 1’-8” width 7” Poured-Concrete in floor covering 3” Radiant floor heati ng pipe Insulation at 1.7” Composite metal and concrete decking at 10’-0” Joists spans Hung ceiling panel Metal Decking depth = Open

Open web joist ooring 24G spanning 36’-0” Hung vent ceiling pipelines panel Exhast and vent equipment Open web joist fl ooring 24G spanning 36’-0” Supply from pre-conditioned GeoExhastair ventupdrawn pipelines and vent equipment Supply air updrawn from pre-conditioned thermal heat and cooler Geothermal heat and cooler

Foundation footing 2’x4’ Foundation footing Drainage pipes at2’x4’ foundation Drainage pipes at foundation Waterproo ngatat sillplate Waterproofi ng sillplate


- Roof unit module and system. The roof is a double winged system Clockwise supported from by Top Left: Pocket Port pre-stressed steel columns and tension Roof and system. [ Brooklyn’-cables. Naval Yardunit Reusemodule ] Academic Project The roof is a double winged system Prof. Michael Pelken, Syracuse University supported - Transversebysection of the building at Clockwise pre-stressed from Top Left : steel columns and tension the public terminal and offices. - Roof unit module and system. cables. The roof is a double winged system at

DEC21

7'-1115 32" 4'-0"

JUNE21

7 " 64'-1 16

.0

78

"

6'-103 4"

13'-411 16 "

77

.5

1'-22732"

CABLE CONNECTION 7 " 64'-1 16 7 " 3'-0 8

.0

6'-103 4"

17 " 1'-8 32

78

37'-95 32"

3'-09 32"

"

3'-0

22

'-85 16 "

STEEL BEAM WIDE FLANGE I BEAM_22” BY 7”

5'-51132"

ALUMINUM ROOF CLADDING LIGHT- GAUGE STEEL JOIST

5 " 3'-0 16

DEC21

7 " 15 " 31'-5 7'-11 8 32 4'-0"

22 " 19 32 1'-7

JUNE21

'-85 16 "

3'-0

13'-411 16 "

22'-73 4"

31 " 17'-5 32

13'-111 32 "

29'-43 8"

77

.5

6° 1'-22732"

4'-1116 "

5 " 3'-0 16

CABLE CONNECTION 7 " 3'-0 8

5'-51132"

STEEL BEAM WIDE FLANGE I BEAM_22” BY 7”

3'-09 32"

37'-95 32"

17 " 1'-8 32

LIGHT- GAUGE STEEL JOIST

24'-11316"

ALUMINUM ROOF CLADDING

31'-57 8"

" 19 32 1'-7

RIGID INSULATION

RIGID INSULATION 31 " 17'-5 32

3'-101132 " 24'-11316"

CONCRETE 3” RADIANT FLOOR HEATING TUBES INSULATION 2” COMPOSITE DECKING 3” 10’ JOISTS SPACING

AISC TYPE 2 CONNECTION SEATED BEAM-TO-COLUMN WEB CONNECTION

DEPTH OF METAL DECKING 3/8”

15'-13 4"

19'-0116 "

13'-111 32 "

29'-43 8"

4'-1116 "

AISC TYPE 3 CONNECTION FOR SHORT CANTILEVER WELDED/BOLTED END PLATE BEAM COLUMN CONNECTION

OPEN-WEB JOIST FLOOR FRAMING 24K9 SPANING 36’ HUNG CEILING PANEL 3'-101132 "

OPERABLE GLASS LOUVRE

51'-8132 "

74'-125 32"

22'-73 4"

74'-125 32"

CONCRETE 3”

OPEN-WEB JOIST FLOOR FRAMING 24K9 SPANING 36’ HUNG CEILING PANEL OPERABLE GLASS LOUVRE

WEEP HOLES EXHAUST VENT PIPELINE WATER PROOFING MEMBRANE SUPPLY AIR MAT PRECONDITIONED WITH DRAINAGE GEO-EXCHANGE HEATING AND COOLING SILL PLATE WATER PROOFING SUBSOIL DRAINNAGE SYSTEM CONCRETE FOUNDATION 2’X4’ STRIP FOOTING

WEEP HOLES WATER PROOFING MEMBRANE DRAINAGE MAT SILL PLATE WATER PROOFING SUBSOIL DRAINNAGE SYSTEM CONCRETE FOUNDATION 2’X4’ STRIP FOOTING

AISC TYPE 2 CONNECTION SEATED BEAM-TO-COLUMN WEB CONNECTION

AISC TYPE 3 CONNECTION FOR SHORT CANTILEVER WELDED/BOLTED END PLATE BEAM COLUMN CONNECTION

51'-8132 "

INSULATION 2” EXHAUST VENT PIPELINE COMPOSITE DECKING 3” 10’ JOISTS SPACING SUPPLY AIR PRECONDITIONED WITH GEO-EXCHANGE HEATING AND COOLING DEPTH OF METAL DECKING 3/8”

15'-13 4"

15 1" " 18'-1119'-0 1616

RADIANT FLOOR HEATING TUBES

18'-111516"

supported by pre-stressed steel columns and tension cables. - Transverse section of the building - Transverse section of the building at public terminal and offices. the public the terminal and offices.


Pocket Port [ Brooklyn’ Naval Yard Reuse ] Academic Project Prof. Michael Pelken, Syracuse University

Series of views from digital model From L to R: entry, hangar, sectional perspecti ve, bird’s eye view, aerial (SketchUp, Vray, and photoshop)


Abha Airport

P12 ANGLE (째) Q - POINT Q - POINT RADIUS (M)

Q WORKPOINT X

550.3995 57

369.8758 43

10.52030 7

432.598909

1

122.8427 35

2

541.5901 13

369.6045 41

3

508.0886 07

362.1767 77

4

415.6366 43

320.6534 41

5

404.7208 2

311.5009 41

6

439.3532 38

364.0171 21

7

579.7548 17

752.0235 17

8

668.0501 93

1110.950 521

4.066436

ARC ORIGIN POINT X

Construction Documents Rafael Vinoly Architects

Y

Roof

435.7315 98

1

2

10.73711 1

2

3

423.785289

2

118.0056 48

11.68540 4

3

4

389.47024

3

127.8519 47

277.8728 6

15.79206 8

4

5

288.121569

4

152.8072 97

202.6078

16.61812 6

5

6

273.876449

5

194.8533 85

135.5351 23

13.51048

6

7

336.783949

6

253.9438 28

82.86453 1

7

324.7583 97

47.32886 6 24.30742 6

6.072609

7

8

749.411586

356.5595 4

Level 2

8

9

1119.039328 8

400.7380 12

9

631.1140 98

896.0805 76

5.050788

9

10

901.017841

478.4682 26

8.087114

10

717.5171 82

1946.344 753

2.327858

10

11

1954.830128 10

557.2387 78

-1.903604

11

678.1005 08

996.0433 86

4.534005

11

12

1003.711648 11

636.5042 44

12

636.1938 91

2107.717 805

2.150375

12

13

2116.175661 12

715.9104 13

13

745.6258 75

655.4458 06

6.897582

13

14

659.786523

13

795.2017 38

-2.475535

14

873.8559 58

8.240041

The regional airport was a fast-paced project. I worked on developing construction documents for metal panel sofit and roof schedules. I also developed renderings for preliminary design presentation to the client.

9

Level 1 Level 0

XX

Y

1

P10

-6.805966

P11

-6.955858

P09

P07

P12

X=0.0 Y=0.0

P10

P13

X=122.842735 ARC 01

Y=435.731598

P02 P06

P01 P03

ARC 02

P04 P05

P08

ARC

P11

03

P09

AR

P07

C 04

P13

AR

C

05

X=122.842735

ARC 01

Y=435.731598

AR

C 06

P02 P06

P01 P03

ARC 02

P04

ARC

P05

07

ARC 03

ARC 08 ARC

X=0.0 Y=0.0

04

ARC 09

ARC 10

AR

C

ARC 12

ARC 11

05

ARC

06

ARC

07

ARC 08 X=0.0 Y=0.0

ARC 09

ARC 10

ARC 11

ARC 12

ARC 13

P01

P02

P03

1.0

5

X=721.568 Y=847.728

X=605.7187 Y=567.0771

X=560.1159 Y=491.4791

3

7

P04

CURVE 01

X=137.2519 Y=442.2143

CU E

RV

X=208.4931 Y=215.3918

X=472.9801 Y=423.0618

02

CU

RV

X=329.1973 Y=108.6745

E0

3

CU 6 8

X=401.4501 Y=72.2323

RVE

04

1.0 3

X=0.0 Y=0.0

Bottom Right: Aerial Perspective

Right: Aerial Perspecti Top Left : Buildingve and roof geometry plan Bottom Left :and Building geometry and structure Top Left: Building roof geometry plangrid plan Bottom Left: Building geometry and structure grid plan

X=878.2001 Y=23.5099

7 5

ARC 13


Abha Airport

Construction Documents Rafael Vinoly Architects

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Top: Sectional Axon of the airport at Building Segment C on process Top:Right: SectionalBuilding Axon of thecompositi airport at Building Segment C Right: Building compositi on )process (From bott om left (From bott om left ) 1. Foundation and structural grid 1. Foundati on and structural grid 2. Ground Level/ Interior / Entry and Baggage 2. Ground Level Interior Entry and Baggage 3. Second Level/ Offi Interior / OďŹƒce 3. Second Level Interior ce 4. Third Level Interior Departure,/ Arrival, Security,Arrival, Retail Security, Retail 4. Third Level /Interior Departure, 5. Ceiling and Roof Structure 5. Ceiling and Roof Structure 6. Metal Panel Roof Cladding 6. Metal Panel Roof Cladding


Passenger side of the building Top Right: Exterior Design and Material coordination at Airside of the building N

Abha Airport

Bottom Left: Building Section at Segment A & F Bottom Right: Building Section at Segment D

Construction Documents Rafael Vinoly Architects

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Top Left : Exterior Design and Material coordination at Passenger side of the building Top Right: Exterior Design and Material coordination at Airside of the building Bott om Left : Building Secti on at Segment A & F Bott om Right: Building Secti on at Segment D

Top: Sectional Axon of the airport at Building Segment C Right: Building composition process (From bottom left) 1. Foundation and structural grid 2. Ground Level Interior / Entry and Baggage 3. Second Level Interior / OďŹƒce 4. Third Level Interior / Departure, Arrival, Security, Retail 5. Ceiling and Roof Structure 6. Metal Panel Roof Cladding


Novartis Building 3 [ italian pizzeria ] east hanover, new jersey Rafael Vinoly Architects

Novarti s Oncology Consolidation Center Building Three is a 310,000 sf new office building for a master plan development of Novarti s’ campus in East Hanover, New Jersey. The building is expected for completion in 2012 and it will house 800 open workstati ons, 120 seat restaurant, fitness center, and conference rooms. I joined the Rafael Vinoly Architects during the Construction Administration phase, and I was part of the cafe’s redesign and construction phase. The restaurant is an italian pizzeria that is served as a ‘grab n’ go’ style. The features of the cafe is a curved veneti an plaster wall that defi ne the served spaces and a suspended curved wooden ceiling that shape the interior seating space of the restaurant. The project challenges include designing around the unusual features of the geometries involved with the double curvature of the ceiling and coordinati ng with the structural, acousti cal, and mechancial to manufacture and install the wooden ceiling.

novartis building 3 italian pizzeria east hampden, new jersey

Novartis Oncology Consolidation Center Building Three is a 310,000 sf new office building for a master plan development of Novartis’ campus in East Hanover, New Jersey. The building is expected for completion in 2012 and it will house 800 open workstations, 120 seat restaurant, tness center, and conference rooms. I joined the Rafael Vinoly Architects during the Construction Administration phase, and I was part of the cafe’s redesign and construction phase. The restaurant is an italian pizzeria that is served as a ‘grab n’ go’ style. The features of the cafe is a curved venetian plaster wall that dene the served spaces and a suspended curved wooden ceiling that shape the interior seating space of the restaurant. The project challenges include designing around the unusual features of the geometries involved with the double curvature of the ceiling and coordinating with the structural, acoustical, and mechancial to manufacture and install the wooden ceiling.


Novartis Building 3 [ italian pizzeria ] east hanover, new jersey Rafael Vinoly Architects

Top Left: Geometry Plan for Individual Triangular Panel Top LeftBott : Geometry forng Individual Triangular Panelon Plan om LeftPlan : Lighti and Ceiling Panel Locati Bott omRight: Left : Lighti ng and Ceiling PanelofLocati on PlanComposition Exploded Axon Diagram the Ceiling Right: Exploded 1. Slab Axon Diagram of the Ceiling Compositi on 1. Slab 2. Double Curvature Ceiling Surface 2. Double CurvatureTriangular Ceiling Surface 3. Irregular Division 3. Irregular Triangular Division 4. Lighti ng Fixtures 4. Lighti5.ngWooden Fixtures Trellis Fins 5. Wooden Trellis Fins 6. Kitchen Wall 6. Kitchen Wall Kitchen and Food Station Layout of the Restaurant 7. Open 7. Open Kitchen and Food Stati on Layout of the Restaurant

Top Left : Interior Perspecti ve of Restaurant Finishes and Furniture Left : Plan Top Bott Left:om Interior Perspective of Restaurant Finishes and Furniture Concept BottRight: om Left : Plan for the Ceiling Compositi on 1. Curving Right: ConceptSurface for the Ceiling Composition 2. Irregular triangular grid 1. Curving Surface 3. Trellistriangular Texture grid 2. Irregular Axonometric 3. Trellis TextureDiagram with the Restaurant Design Axonometric Diagram with the Restaurant Design


22 Thames [ FiDi Residential Tower ] Schematic Design Rafael Vinoly Architects

SITE

NYC Landmark 86 Trinity

View from “9/11 Memorial” 14

RESiDEnTiAl uniT Mix oPTion A

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PEnTHouSE: AxonoMETRiC viEw

PRogRAM AREA SuMMARy

PEnTHouSE: PlAnS

penthouse 01 penthouse 02

outdoor Terrace

Bar/lounge

open To Below Elevator lobby

penthouse 03

family Room

Study/ library

gym

Penthouse: Mezzanine Level (2,824 sf)

penthouse 04

Kitchen

Dining Room

unit Type Quantity unit Mix 0 BR/Studio 50 16 % 1 BR 178 57 % 2 BR 80 25 % 3 BR 0 0% 4 BR 0 0% Penthouse 4 2% Total 312 100%

“ creating four penthouses, rather than one”

Ave. unit Area 590 sf 710 sf 1,130 sf niC niC 8,400sf

Zoning fAR MEP 3% Bonus Total Target Area

360,000 sf 10,800 sf 370,800 sf

Retail Amenity Residential MEP Provided Total Area

13,060 19,556 329,004 12,863 374,483

Breakfast Room

Bedroom living Room Elevator lobby

sf sf sf sf sf

Master Bedroom Suite

Conservatory

Bedroom

Bedroom

Penthouse: Main Level (5,612 sf) 30

21 35

34


22 Thames 60

[ FiDi Residential Tower ] Schematic Design Rafael Vinoly Architects

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fig01. construction cost analysis of roof terraces

22 Thames Street 56 55 54 53

Structure / Core Area: 1,152 sqf Height: 50’ Lump Sum: $230,000

52 51 50

Green/Hardscape Roof Terraces 2,477 sqf x 50 = $123,850

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Green / Hardscape Roof Terrace Special Vertical Facade Panels Skylights: Aluminum Framing/Glass Steel Subframe Automatic Overhead Shading Mechanical SUB TOTAL Soffits: Stainless Steel Panels w/ Support Insulation/Vapor Control Lighting SUB TOTAL

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Soffit 5,785 sqf x 125 = $723,125

COST BREAKDOWN

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$50/sf

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$110/sf

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200 45 20 10

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Skylight 3,286 sqf x 275 = $903,650

$275/sf

42 41 40

100 15 10

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$125/sf

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Structure / Core Shear walls Columns Slabs STairs Risers General Construction Trash Chute Exposed Concrete

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Special Vertical Facade Panels 5,402 sqf x 110 = $594,220

TOTAL = $2,574,845 35

fig02. roof terrace axonometric

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22 Thames Street

Construction Cost Analysis

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fig03. nightview

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Construction Cost Analysis

13 12 11 10 09 08 07 06

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Penthouse Amenity Retail Residential MEP

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02

01

18 Evening View 53

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Seeking Scales of Interventions