Portfolio of Scott Wilburn

Page 1

Scott Wilburn Work Samples & Resume



Occupied Ground

4-17

Renders Drawings Diagrams

5-7 8-13 13-17

UNWall

18-27

Drawings Diagrams

18-19 20-27

Inside the Box

28-39

Renders Drawings

28-37 38-39

More

40-62

PToL Manifold Tectonics - HyPar Over Under Technical Drawings Sketches Resume

42-47 48-49 50-53 54-61 62-65 66


Occupied Ground Exploring the dualistic nature of the plinth through the program of the embassy. In architecture the plinth is both simultaneously the problem and the solution to the domain between the street and the tower. At its inception in Greek temple the plinth was used to elevate, separate and create grandeur. The modernist interpretation of the plinth performs all these operations at the scale of the city block in an effort to solve the need for parking and enable the production of the tower. The plinth has never been the ground but the scale modernist plinth establishes a new ground on top of what has become a volume. Working in the vein of the Yokohama port terminal by FOA and the Taipei Pop Music center by Reiser + Umemoto that began to use the plinth as a means of activation and connection this project furthers that inquiry into the articulation of the plinth as an activated volume and new ground plane that is part of the urban fabric. However the inherent symbolic and physical separation of the plinth that sets it up as a place that is different from where you just left cannot be ignored and can be leveraged. Since the U.S. Department of States announcement of a new embassy in Mexico City and the foregrounding of embassy’s overseas with the incidents in Cairo and Benghazi last September, leveraging the plinths dualistic nature as something that separates and desires to connect, the embassy is the perfect place to test the plinth. This project is situated on the new U.S. Embassy site in Mexico City in a diverse neighborhood with residential, commercial, retail, cultural and industrial sites along its perimeter. The plinth will negotiate the need for different levels of security and protection as well as openness to the people and country that surround it.

4

Scott Wilburn


The embassy shown in context with the diverse surrounding neighborhood.

swilburn@outlook.com

925 997 3645

5


Occupying the new ground created by the plinth and looking out across its topography.

6

Scott Wilburn


This image is intended to expressly show the new ground created by the plinth.

swilburn@outlook.com

925 997 3645

7


8

Scott Wilburn


Site Plan The United States recently purchased this lot from Mexico to build a new Embassy. The Site is in the middle of a mixed neighborhood with a multitude of different program types and scales from residential houses, to warehouses, industrial sites to twenty story office buildings.

swilburn@outlook.com

925 997 3645

9


100

10

Scott Wilburn

50

25


Occupied Volume < Ground floor consists of the low security programs, including Citizenship & Immigration Services, Consular Affairs and everybody’s favorite the IRS.

New Ground > The second level is mainly the new ground plane of the plinth but also includes the thickened plinth of the medium security area that contains the trade and agricultural services that are not frequented by the general public.

100

50

25

100

50

25

Vertical Plinth > The tower type contain the high as The Narcotics Marshals Service residence of the

levels of the plinth security programs, such Affairs Section, The US & the Chancery, office and ambassador.

swilburn@outlook.com

925 997 3645

11


12

Scott Wilburn


Isometric Section The section shows the medium security plinth folding over itself then back and up to become the tower. The tower, or the object has historically sat on the plinth and has been read as separate, however by folding the plinth into the tower it becomes an integral part of the overall design.

100

50

swilburn@outlook.com

25

925 997 3645

13


Circulation Circulation Security Checkpoints

Low Security Programs Cultural Theater Cafeteria Public Affairs Citizenship & Immigration Services Consular Affairs RTAC Book Store Regional Technical Aid Center IRS Human Resources Battle Monuments Commissions

14

Scott Wilburn


Medium Security Programs APHI Animal Lab APHI Phyto Lab Animal Plant Health Inspection Foreign Agriculture Service FDA Agricultural Trade Office Commercial Services Agency For International Development Economic, Environment, Science, Technology & Health Section Offices of US States in Mexico Additional Programing

High Security Programs Residences Chancery Defense Coordination & Defense Attache US Marshals Service Drug Enforcement Administration Narcotics Affairs Section Immigration & Customs Enforcement Customs & Boarder Protection Office of Foreign Assets Control

swilburn@outlook.com

925 997 3645

15


Pre-Modern

Modern

Contemporary

Historic Plinth Typologies There are three basic types of plinth in the historic typologies, the pre-modern, the modern and the contemporary. The plinth in the pre-modern acts as a base, grounding and elevating the structure to increase its grandeur and set it apart from the site both physically and symbolically. The modern plinth acts in a similar function, however it is also born out of necessity for vehicular traffic and floor to area ratio requirements for a tower to be implemented on a site. The contemporary plinth becomes a sideways building that is then inhabited and moved through as a new topography and it may or may not have a tower, it is no longer necessary in the contemporary sense of the plinth because the plinth has become the building.

16

Scott Wilburn

Location, Location, Location While all of these do create a new ground which is one of the characteristics of a plinth, not everything that creates a new ground is a plinth. The plinth must also have a relation to the original ground plane in order to be read as a plinth. The plinth may be elevated off of the ground, however after the plinth is raised more than a few stories it quickly stops reading as a plinth from ground level. Conversely when one occupies the top of the elevated surface it still retains some of the essential qualities of a plinth, referential separation from the surroundings and as a platform for an abject. As the elevation of platform increases both the reference to the ground and the size of the objects on the plinth decreases, weakening the reading of the surface as a plinth. When this new ground is situated at the top of the tower it no longer reads as a plinth because it is now purely self referential. For the plinth to maintain its reading as a plinth, from both the ground and its surface, it must maintain a referential separation which, while somewhat subjective, is no more than several stories.


be

led

nt

a

pe

cu

red

e ilev

ca

led

rol

ed sor

le tab

s sci n

d

re

r info

ce

le ub do p ste

r

d

sed

d

pe

ram

ng

ati

flo llow

s cro

d

d

are

she

pe

it spl ido

s

d

tw

ile co

rr co

ou

iste

ve

wo

co

u ntin

ho id sol

lied imp

Taxonomy Some basic forms that a plinth may begin to take. While all of them may not be useful as a plinth, or even plinths, it is the beginning of exploration of the forms that a plinth may take. Several of these basic plinth forms were instrumental in the siting and formal strategy of the embassy.

swilburn@outlook.com

925 997 3645

17


UNWall

East west section through the regional market and fishing industries.

18

Scott Wilburn


When discussing tsunamis and different strategies to protect against them, the sea wall is an inevitable part of that discussion. However no single piece of infrastructure failed so wholly in the 311 tsunami. The sea wall has also been given partial credit for the slow demise of many coastal towns, cutting the people off from why they lived there in the first place, the sea. The solution to the first problem is to build a bigger wall; however, the solution to the second problem contradicts the first solution, remove the wall. One or the other. Today we build bridges for ships, floating walls for sinking cities and metropolises in the most unlikely places on earth. Why can’t we design a solution to both the problems these cities face? We can. Leveraging contemporary building practices and technologies as well as those that are emerging we can build both

Merging the sea wall with the city in an effort to protect the city while removing the physical barrier that is a disruption to life in a coastal town. the wall and the connection to the sea, we can UNWall these cities. In the creation of an UNWall we can strategically integrate the minimal solid wall portions and structural lattice buttress into the urban fabric rendering them invisible. Furthermore, because of the current need for city systems and facilities beyond simply a new sea wall, these can be seamlessly integrated into the UNWall enhancing its invisibility. We can also create and foster a direct connection to the ocean by designing lightweight composite doors that are passively activated by their own buoyancy in any event of increased water surge. The UNWall is just as much about creating and regenerating city life as it is about protection, it is about creating new cities and urban opportunities.

This project was developed while studying abroad in Japan. It was intended to be a fresh perspective on how communities could be rebuilt in the regions effected by the March 2011 tsunami.

swilburn@outlook.com

925 997 3645

19


Site Plan

UNWall Superstructure UNWall Buttress’ Memorial Gardens Water

20

Scott Wilburn


City Programing Civic

School City Offices Police Department Fire Department

Commercial

Train Station Fishing Industry Comercial Fill-In Regional Market Resort Residential Canyons

City Egress Even in the event of a failure of the UNWall, because it stretches the mouth of the valley, the residence can still use the new topography on top to get to a designated safety zone.

swilburn@outlook.com

925 997 3645

21


Energy Dissipation as Aesthetic Inspiration

Armored Revetment ARMOR LA YER

1

2 BAC KSL OPE

UNDE RLAY ER

SPL A APR SH ON

GEOT EXT GRI ILE/ D

TOE

22

Scott Wilburn


Tetrapod Connection Types Over 80% of Japans coastline has been engineered with about 50% of it consisting of tetrapod aggregations. While tetrapods do not dissipate as much energy as some other systems, they are the most stable, reducing the need for maintenance. The tetrapod is typically deployed in one of the three aggregations below, the first two being lattice structures and the third being a pile. The tetrapod formations already have interesting spatial qualities that were used as the inspiration for the formal and structural strategy behind this project.

Lattice 1

Lattice 2

Pile

Energy Dissipation Energy in water can be dissipated by creating turbulence. As water flows passed irregular shapes, rocks or the many small islands off the coast of Matsushima, it is forced in different directions creating turbulence and reducing the velocity of the tidal surge. The reduced velocity not only buys time for residents to get to safety but also takes the deadliest component out of the tsunami, the water velocity. The lattice structure of UNWall is intended to function in a similar capacity.

swilburn@outlook.com

925 997 3645

23


Passively Activated Door Systems There are two different door types that are used in UNWall, the first of which is the flip type. The flip door is initially activated by the velocity of the tidal surge. The CFD simulations showed the viability of this approach. While admittedly the water velocity can not close the door all the way, the buoyancy of the door and the water pressure against the ocean side of the door would close it the rest of the way.

CFD Simulations The CFD simulations, provided by Bechtel, proved that the velocity of the water in a tsunami could be used to passively close doors. The door in the simulation was rotated through 40 degrees in 1.6 seconds before the simulation became inaccurate.

Road

School

24

Scott Wilburn

Canyon

Residential & Comercial

Canyon

Civ


The second door type is the floating slot door. This type moves vertically in response to its own buoyancy. The benefit to this type is that there is no need for simulations, it works off of simple math. The buoyancy load acting on a submerged object is equal to the mass of the water it displaces times gravity. The disadvantage to this door type is that it may never fully close if the surge is not big enough, which would be rather disconcerting to the residents.

Viability of Large Doors We have used large doors throughout history for protection. With some of the largest doors being used the Mose system in the lagoon surrounding Venice Italy. The Mose system, coming online in 2014, uses chains of large doors that raise above the water level by their own buoyancy to protect Venice against tidal surges.

vic, Residential & Comercial

Imperial Palace 1603 4m x 3.5m

Riguzentogura 1963 9m x 3m

Mose System 2014 20m x 18-28m

Largest Door 25m x 12m

River

Canyon

Road

Comercial

Train Station

swilburn@outlook.com

925 997 3645

25


Staged Reconstruction Strategy The reconstruction could be staged in order to affect the greatest change as it is needed. Everything begins with the train station which would allow easier transport of materials and machinery needed for reconstruction but also reopens these communities to the world.

Elementary School & Community Facilities

Residential & Commercial Fill-in

26

Scott Wilburn


City Facilities, Residential & Fishing Industry Facilities

Commercial Fill-in & Regional Market

Resort Facilities & New Housing Beyond UNWall

swilburn@outlook.com

925 997 3645

27


Inside the Box Inside the Box is an adaptive reuse project of an old warehouse in the Los Angeles Arts district. The two story addition on top of the existing structure transforms the building into a near perfect cube. The units, modules and materials used in the addition are all derived from close study of the original building causing the building to be read as a whole instead of the usual juxtaposition of pieces found in the additions of many adaptive reuse projects. This project was not about clever planimetric or sectional manipulations but instead focused on the creation of simple beautiful spaces. All of the special moments in this project happen internally as private moments of beauty and introspection. All of the public spaces are designed to be minimal but rich, allowing for new understanding with the passing time.

28

Scott Wilburn


swilburn@outlook.com

925 997 3645

29


30

Scott Wilburn


swilburn@outlook.com

925 997 3645

31


32

Scott Wilburn


swilburn@outlook.com

925 997 3645

33


34

Scott Wilburn


swilburn@outlook.com

925 997 3645

35


36

Scott Wilburn


swilburn@outlook.com

925 997 3645

37


Loft Space

Loft Space

5th Floor

Restaurant Patio

Exercise Room

Lounge

Mechanical Room

Restaurant Bar

Kitchen

6th Floor

38

Scott Wilburn


Water Patio Pool

Olympic Length Lap Pool

Meditation Garden

Panorama Garden

7th Floor

Section swilburn@outlook.com

925 997 3645

39


More

40

Scott Wilburn


swilburn@outlook.com

925 997 3645

41


PToL PToL is a robot that responds to its environment with physical movement. There are a series of photo sensors that articulate servos that in turn cause the muscles to flex and pulse. As one gets closer the muscles tense up, contracting in response to your presence. Its movement is similar to that of a jellyfish.

42

Scott Wilburn


The

Adagio PToL - 1.2

CPU - Primary Muscle Control

Secondary Muscle Control

Primary Muscle Joint Attachment

Secondary Muscle Joint Attachment

swilburn@outlook.com

925 997 3645

43


The

Adagio PToL - 1.2

CPU - Primary Muscle Control

Secondary Muscle Control

44

Scott Wilburn


swilburn@outlook.com

925 997 3645

45


46

Scott Wilburn


swilburn@outlook.com

925 997 3645

47


48

Scott Wilburn


Manifold Tectonics - HyPar Manifold Tectonics explored the relationship between armature and skin as well as between structure and ornament. The exploration of this was done through the combination of two different buildings that dealt with these issues differently. One building was to be the host, Chapel Lomas de Cuernavaca by Felix Candela, providing the basic form and structural principals of the building. The second was to be the virus, Tokyo Prada Store by Herzog and de Meuron, a building using contemporary structural and facade technologies that would infect and transform the host building.

swilburn@outlook.com

925 997 3645

49


Over Under Over Under inverts the typical configuration of parking on the bottom and habited zones on top. The inversion of this typical organization returns the ground plane to the pedestrian and fosters community.

50

Scott Wilburn


swilburn@outlook.com

925 997 3645

51


52

Scott Wilburn


swilburn@outlook.com

925 997 3645

53


Technical Drawings

54

Scott Wilburn


swilburn@outlook.com

925 997 3645

55


56

Scott Wilburn


swilburn@outlook.com

925 997 3645

57


210

240 Match Line - See A1.3.1 See A1.3.2

X

270

X

300

X

330

X

360

X

X

2 A2.2

A5.3, A8.5

A8.3

13'-6"

UP Space 2-2

11'-3"

UP

Rock Garden

UP UP

4'-6"

6'-9"

9'-0"

A8.8

7'-6" 5'-0"

UP

A3.4

UP

Space 2-3

A8.8

10'-0" Office

Office Janitorial Space 2-1

A8.4, A8.6, A8.9

Match Line - See A1.3.1 See A1.3.2

A5.1 - A5.3

210 X

58

2 A2.2

240 X

Scott Wilburn

270 X

300 X

330 X

360 X


Y

20 feet

30 feet

DATE

12/05/2011

DRAWN BY

A1.3.2

X

12/05/2011

90

DESIGN DEVELOPMENT

X

11/28/2011

6

60

DESIGN DEVELOPMENT

X

10/24/2011

5

30

10/17/2011

DESIGN DEVELOPMENT

SCOTT WILBURN

swilburn@outlook.com

925 997 3645

Y

DESIGN DEVELOPMENT

4

0

10/10/2011

3

Y

X

120

DATE 09/26/2011

37

PROJECT

1

DESIGN DEVELOPMENT

A2.1

2

Y

X

150

A5.1 - A5.3

10 feet

DRAWING REVISIONS: NO. DESCRIPTION 1 DESIGN DEVELOPMENT

A5.3, A8.5

X

180

X

180

20 feet

X

Space 2-1

A8.8

4'-6"

UP

13'-6"

X

210

A8.4, A8.6, A8.9

210

1/8" = 1'-0"

X

SCALE

150 Match Line - See A1.3.1 See A1.3.2

5'-0"

30 feet

UP

240 X

A

6'-

UP

11'-

Janitorial

UP

X

240

5'-0"

7'-6"

X

A8.3

Space 2-2

X

X

A5.3, A8.5

DESIGN DEVELOPMENT DESIGN DEVELOPMENT DESIGN DEVELOPMENT

4 5 6

X

X

X

330

2

A8.8

2

A2.2

10'-0"

X

360

X

360

UP

10 feet

X

390

X

390

20 feet

12'-6"

X

420

X

420

UP

12'-9"

X

450

DECEMBER 5TH 2011

30 feet

X

450

X

DATE

12/05/2011

DATE

12/05/2011

A1.3.2

SHEET NUMBER

11/28/2011

10/24/2011

10/17/2011

10/10/2011

DATE 09/26/2011

42012/05/2011 DESIGN DEVELOPMENT

DESIGN DEVELOPMENT DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

6

PROJECT

5

4

DESIGN DEVELOPMENT 3

2

DRAWING REVISIONS: NO. DESCRIPTION 1 DESIGN DEVELOPMENT

X

450

X

480

Space 2-4

7'-6" UP

X

510

Space 2-5

A8.8

A8.3

X

540

X

570

Space 2-6

X

570

A5.1 - A5.3

A5.3, A8.5

10 feet

Space 2-7

X

600

20 feet

A8.4, A8.6, A8.9

X

600

Space 2-8

X

630

10'-0"

A8.6

X

630

30 feet

X

660

X

660

A8.8

DECEMBER 5TH 2011

pace 2-8

PROJECT

6

5

4

3

2

12/05/2011

DATE

SCOTT WILBURN

A1.3.3

X

12/05/2011

11/28/2011

10/24/2011

10/17/2011

10/10/2011

DATE 09/26/2011

630 SHEET NUMBER

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

10'-0"

A8.6

DRAWING REVISIONS: NO. DESCRIPTION 1 DESIGN DEVELOPMENT

1/8" = 1'-0"

SCALE

GALERY LEVEL

TITLE

MATTHEW MELNYK JAMEY LYZUN

CONSULTANTS:

X

630

INSTRUCTORS: SCOTT URIU, PAVEL GETOV

DRAWN BY

330

A2.2

1/8" = 1'-0"

SCALE

GALERY LEVEL

TITLE

5'-0" UP

UP

X

540

DRAWN BY

300

A5.1 - A5.3

UP

12'-9"

X

510

SCOTT WILBURN

270

Office

Space 2-3

UP

X

480

DRAWN BY

UP

9'-0"

Rock Garden

Match Line - See A1.3.2 See A1.3.3

SCOTT WILBURN

A1.3.1

X

240

Janitorial

A3.4

UP

X

450

Match Line - See A1.3.3 See A1.3.4

13

UP

6'-9"

UP

X

420

INSTRUCTORS: SCOTT URIU, PAVEL GETOV

UP

13

SHEET NUMBER

12/05/2011

11/28/2011

10/24/2011

10/17/2011

10/10/2011

DATE 09/26/2011

210

DESIGN DEVELOPMENT

3

13

PROJECT

DESIGN DEVELOPMENT

2

DRAWING REVISIONS: NO. DESCRIPTION 1 DESIGN DEVELOPMENT

1/8" = 1'-0"

SCALE

GALERY LEVEL

TITLE

A8.4, A8.6, A8.9

Space 2-1

A8.8

4'-6"

UP

Office

300

MATTHEW MELNYK JAMEY LYZUN

11'-3"

X

270

CONSULTANTS:

UP

X

240

MATTHEW MELNYK JAMEY LYZUN

13'-6"

Match Line - See A1.3.1 See A1.3.2

CONSULTANTS:

X

210

INSTRUCTORS: SCOTT URIU, PAVEL GETOV

DECEMBER 5TH 2011

GALERY LEVEL

X

TITLE

120

X

660

X

660

A8.8

UP

MATTHEW MELNYK JAMEY LYZUN

74

X

450

X

12'-6"

Y

420

90

12'-9"

111

X

60

X 7'-6"

X

690

X

690

A5.1 - A5.3

A5.3, A8.5

UP

X

720

5'-0"

X

720

X

750

X

750

X

780

X

780

Match Line - See A1.3.2 See A1.3.3

10 feet

X

810

X

810

X

148

X

UP Match Line - See A1.3.2 See A1.3.3

390

30

Match Line - See A1.3.2 See A1.3.3

UP 20 feet

450

Match Line - See A1.3.1 See A1.3.2

X

840

X

840

30 feet

A2.1

1

DECEMBER 5TH 2011

Match Line - See A1.3.1 See A1.3.2

X

Match Line - See A1.3.2 See A1.3.3

10 feet

420

Match Line - See A1.3.2 See A1.3.3

X

Match Line - See A1.3.3 See A1.3.4

390

Match Line - See A1.3.3 See A1.3.4 Match Line - See A1.3.3 See A1.3.4

INSTRUCTORS: SCOTT URIU, PAVEL GETOV

CONSULTANTS:

X

13

SHEET NUMBER

59

Y

0

Y

37

Y

74

Y

111

Y

148

DECEMBER 5TH 2011

12/05/2011

DATE

SCOTT WILBURN

12/05/2011

11/28/2011

10/24/2011

10/17/2011

10/10/2011

DATE 09/26/2011

A1.3.4

SHEET NUMBER

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

DESIGN DEVELOPMENT

DRAWN BY

13

PROJECT

6

5

4

3

2

DRAWING REVISIONS: NO. DESCRIPTION 1 DESIGN DEVELOPMENT

1/8" = 1'-0"

SCALE

GALERY LEVEL

TITLE

MATTHEW MELNYK JAMEY LYZUN

CONSULTANTS:

INSTRUCTORS: SCOTT URIU, PAVEL GETOV


STAINLESS STEEL RECTANGULAR HANDRAILS HANDRAIL BRACKET CLAMPS IN PLACE BETWEEN GLASS PLATES

RUBBER STRIP CUSHONING THE GLASS PLATES

VARIES - MAX 0'-4 9/32"

LIGHT GUAGE GALVANIZED FRAMING

METAL CHANNEL FOR GLASS PLATE

RUBBER CUSHIONING PAD

VARIES - MAX 0'-4 9/32"

SCALE: 3" 1'-0"

30'-0"

60

Scott Wilburn


DECEMBER 5TH 2011 INSTRUCTORS: SCOTT URIU, PAVEL GETOV

CONSULTANTS: MATTHEW MELNYK JAMEY LYZUN

5'-0"

2'-6"

TITLE

RAMP DETAIL VARIES - MIN 8'-6"

5'-0"

42"

SCALE

1" = = 1/8" 0'-6" 1'-0"

INDENTATION FOR MOSS DESIGNATES ADA ACCESSIBILITY AREA DRAWING REVISIONS: NO. DESCRIPTION 1 DESIGN DEVELOPMENT

DATE 09/26/2011

2

DESIGN DEVELOPMENT

10/10/2011

3

DESIGN DEVELOPMENT

10/17/2011

4

DESIGN DEVELOPMENT

10/24/2011

5

DESIGN DEVELOPMENT

11/28/2011

6

DESIGN DEVELOPMENT

12/05/2011

MOSS WALL HANDRAIL PROJECT

GLASS PLATE

SHEET NUMBER

13 DRAWN BY

SCOTT WILBURN DATE

12/05/2011

A8.3 swilburn@outlook.com

925 997 3645

61


Sketches

62

Scott Wilburn


Room Graphite on cold press bristol.

< Chair & Drape Graphite on cold press bristol. > Japanese Garden, Tokyo Ink on sketch paper.

swilburn@outlook.com

925 997 3645

63


64

Scott Wilburn


swilburn@outlook.com

925 997 3645

65


Scott Wilburn swilburn@outlook.com

925.997.3645

Objective I am eager to further my understanding of the intersection between real world architecture, design, tools and techniques in the professional realm. For me the integration of architecture into urban streetscapes is equally as important as the detailing of an individual room.

Savvy Computer

Making

Rhino

Navisworks

Sketching

Wood Working

Maxwell V-Ray Grasshopper

Adobe

Drawing

CNC Milling

Model Making

3D Printing

Sculpting

Laser Cutting

)LUHÀ\

Maya AutoCAD

Photoshop Illustrator InDesign Premier After Effects

0LFURVRIW 2I¿FH

Revit

Welding

Learn SCI-Arc//2009-2013

Diablo Valley College//2006-2009

Bachelors of Architecture

Focus on architecture and GE Units

Work BIM Coordination

Teaching Assistant

Walt Disney Imagineering//2013-Present Spatial & Parametric Analysis//Custom Revit Family Creation//File Set Up & Maintainance

SCI-Arc//Fall 2012

Management Sales Associate & Print Specialist SCI-Arc Supply Store & Print Center//2012-2013

Blockbuster Video//2006-2009 Electronics Boutique//2005-2006

In-Print Applied Dynamics: A Critical Approach to the Reconstruction of Tohoku

Tokyo Construction Daily Reporter 2012-08-23

SCI-Arc Publications 2013

Exploits Co-curated and displayed work in a special exhibition of exemplary undergraduate thesis projects as an extension of SCI-Arc’s 40th anniversary celebration and in conjunction with LA Art Walk. In the summer of 2012 I studied abroad in Japan for three months focusing on the Tsunami effected areas of the Tohoku region and different

rebuilding strategies. Working with multiple simulation technologies, various design approaches were tested with the help of engineering consultants Bechtel and Arup. In conjunction with John Knox Presbyterian in Dublin California I helped to build four houses for impoverished Mexican families near the US Mexico boarder in the Tijuana area.


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.