Upload
others
View
18
Download
0
Embed Size (px)
Citation preview
ID 860
Design Statement _ ID 860
PROJECT TITLE: BRIDGEPORT INNOVATION CENTER
- PROBLEM The assignment called for an institutional building located in the northwest portion of
the Bridgeport neighborhood in Chicago. This project is a continuation of a previous semester’s redevelopment plan in the same area. The program requirements called for a “Place for Making”; a building that would be, due to its place in the community, hybrid in nature.
The given site, located on the Eastern edge of the aforementioned Bridgeport Redevelopment Plan, is long and slender, with two very opposite conditions on the Northwest and Southeast faces. To the Northwest is the Southern branch of the Chicago River and a planned riverwalk that runs the length of the neighborhood. The Southeast has less ideal conditions: the CTA Orange line and I-55 are immediately across the street from the site, sitting on a berm 15’ above grade.
- SOLUTION (DESIGN CONCEPT) The solution, dubbed The Bridgeport Innovation Center, is a 113,000 SF co-making and co-
working facility. The building seeks to build a community of creators within Bridgeport and the greater Chicago area by providing a platform for making, innovating, and community involvement. In response to the long, slender site, the building takes the shape of a 540-foot-long continuous manufacturing hall with spaces for fabrication, prototyping, electronics and a micro-factory for small production runs.
Inspiration was taken from historical production fl oors, where a centralized “control room” was often elevated above the working fl oor so that administrators could observe the production process. Likewise, rather than interrupt the continuous manufacturing fl oor, co-working programs in the Innovation Center are lifted from the space to be suspended from the ceiling. Where the historical relationship between the elevated programs and the manufacturing fl oor used to be one between employer and employee, in the Innovation Center it becomes the relationship between making with your mind and making with your hands.
In response to the site, the building is entirely one-directional, prioritizing the riverfront while sacrifi cing its southeast side as “servant space”. Less-desirable program elements such as mechanical spaces, vertical circulation, and toilet rooms are stacked along that edge and serve the more important co-making and suspended co-working spaces. The building’s portal frame truss structure also responds to this asymmetry, using the SE side of the building as a large shear wall in order to minimize structure size along the NW side. By treating the river as its front face and utilizing the riverwalk as community event space, the Bridgeport Innovation Center expresses the Chicago’s River’s industrial heritage in a new light through the shared spirit of making.
ID 860
In order to intensify the visual eff ect of the suspended co-working program, the required program elements are atomized into individual boxes. These “component program” elements are serialized and display function and number on their exterior. The specifi c, sometimes quirky, uses in the components each support a larger, more general use. These general usage zones are placed within a hierarchy, with public community functions towards the more active plaza on the West end of the building and more private functions towards the less active East end. At the center of the building, the height of the suspended catwalk and program dips signifi cantly over the Prototyping and Electronics zones on the manufacturing fl oor. This achieves two purposes. The fi rst is to create a curve for the eye to follow that accentuates the hanging program when viewed from the the building’s north face. The second is to help break up the continuous 540-foot sight line across the manufacturing fl oor.
In contrast to the completely glass Northwest face, the Southeastern facade is heavy and solid. This precast concrete brise soleil shelters the offi ces and other “servant spaces” from harsh summer sun. A set of 5 precast panels are arranged to create a pattern across the elevation. These panels are mounted to a steel frame, which is held in place between the vertical, cast-in-place ribs. A continuous 10” edge width is maintained at the top, bottom, and vertical rib edges, visually connecting the brise soleil with the blade-like roof overhang on the northern face.
ID 860
BRIDGEPORT INNOVATION CENTER
SITE PLAN
Manufacturing Platform
The Bridgeport Innovation Center is a 113,000 SF comaking and coworking facility at the Northeast end of the Roots + Seeds redevelopment plan. The building seeks to build a community of makers within Bridgeport and the greater Chicago area by providing a platform for living, making, and innovating. The building features a long, 540 foot long continuous manufacturing hall with spaces for fabrication, prototyping, electronics and a small microfactory. The office programs, rather than interrupt that manufacturing floor, are lifted from the space to be suspended from the ceiling. The buidling is one directional, prioritising the riverfront while using the southeast wall to house less desirable
program elements such as mechanical and toilet rooms. By utilizing the riverfront as it’s community event space, the Bridgeport Innovation Center can share its spirit of coworking and comaking with the local community.
ID 860
FABRICATIONPROTOTYPING
ELECTRONICSMICRO-FACTORY
SERVANTSERVED
PRIMARYENTRANCE
The 540’ long continuous manufacturing floor is roughly organized into four zones. These are lowered to the waterfront level, roughly 12’ below grade.1 2 Community and coworking programs are lifted above the manufacturing floor and
suspended from the ceiling. 3 The south face of the building is designated as “servant” space. The less desirable programs located here serve the manufacturing floor and suspended spaces.
4 Suspended program is accessed by a network of catwalks. Vertical circulation between floors is located along the servant wall. 5 A simple portal truss structure trades thickness along the South side of the building
for maximum lightness along the north. 6 Pivot doors along the length of the building allow the manufacturing floor to open to the riverfront trail and use it as community event space.
OFFICE AND COWORKING COMMUNITY HEALTH AND WELLNESS
COMPONENT PROGRAM
ID 860
+20.6M Level Plan (2nd Floor Level)
18' 540' 18'
36' 36'36' 36' 36' 36'36' 36' 36' 36' 36' 36' 36' 36' 36'
120'
36’
UPDNELEV.
UPDNELEV.
UPDNELEV.
UPDNELEV.
UP
+ 20.6
+ 20.6
DN
+ 12
+ 20.6
+ 20.6
+ 20.6
+ 20.6
+ 20.6
+ 12
+ 12
+ 20.6
+ 12
+ 12
+ 20.6
DN
DN
DNDN
DN
DN
DN
+ 12DN
25
20
1010
12
4
4 43 3
33
65
10 10 1313 1414 13 1919 1811
18
18
1811
11
15
11
11
161212
21
26
26
18
18
272731 3327272727 27 27 27 27 30303030 34
2525 25
242322M
T HE
COMMUNITYEVENT FL OORGALLERY FL OORKIOSKSHOPMEDIA R OOCOMMUNITY KI C NLOBBY
1234567
COWORKINGCOWORKI NG F LOORDININ G F LOOR HUDDLE ROOMMEETI NG R OOMSITUATION R OOM NOOK
89
10111213
BOOTHLIBRARYAV ROOMVR R OOMWORKBE NCHPRI VATE ROO MCONT R OL R OOM
14151617181920
HEA LTH + WELLN E SSMEDIT ATION GARDE NPUTTING ROO MYOGA R OOMSPINNI NG R OOMSLEEPING CAPSULEANGER R OOM
212223242526
SERVICE W AL LOFFI CEB ATHR OOMMECHANI CAL CHASEEG RE SS STAIRWE LLMECHANI CAL R OOMELE CTRI CAL R OOMJ ANITOR’ S CLOSETSTORAGE
2728293031323334
MANUF ACTURI NG F LOORWOOD SHOPMETALS SHOPMATERIAL SHOPTESTINGCLASS R OOMSHOWER / LAUNDRY
353637383940
Ground Floor Level
UPDN UPDN UPDNELEV. ELEV. ELEV.
MeterialUPDN
UP
UP
ELEV.
30 30 30 3035
FABRICATION PROTOTYPING ELECTRONICS MICROFACTORY
36 29 383832 40 3434343434
Longitudinal Section
15.4
'8.
6'6.
7'5.
3'12
'
2nd Floor +20.6’
Roof Top +44.7’
1st Floor+5.3’
Ground Floor-12.0’
+0.0
48'
8.7'
South Elevation
Riverfront ViewPivot doors along the northern double glazed tension facade open to house community events along the riverfront.
ID 860
3'
TONGUE AND GROOVE WOOD CEILING
WOOD CEILING SUPPORT STRUCTURE, SPANS BETWEEN STEEL ANGLES
INSULATED DOUBLE GLAZING,INTERIOR FACE
SINGLE GLAZING,INTERIOR FACE
SINGLE GLAZING,INTERIOR FACE
PIVOT DOOR
TONGUE AND GROOVE WOOD SOFFIT
POINT-CLIP FOR GLAZING
POINT-CLIP FOR GLAZING
STEEL BAR STIFFENER
DRIP EDGEALUMINUM JAMB WITH INSULATIVE INFILL
POINT-CLIP INTERNAL SUPPORT
DOUBLE GLAZING, EXTERIOR
STEEL GRATE MAINTENANCE CATWALK
VERTICAL TENSION ROD
VERTICAL TENSION ROD
VERTICAL TENSION ROD
CROSS BRACING TENSION ROD
CROSS BRACING TENSION ROD
CROSS BRACING TENSION ROD
SLIP TRACK FOR TOP OF GLAZED FACADE
TOP OF RAILING FASTENED TO STEEL ROD
HOT / COLD WATER SUPPLY FOR RADIANT HEATING / COOLING.
PERFORATED STEEL PANEL
HOT / COLD WATER SUPPLY
1' C-CHANNEL AT CATWALK EDGE
STEEL PANEL
1" STEEL TENSION ROD
STEEL CONNECTOR FASTENED TO TAB
WINDOW / SLIDING DOOR
CONCRETE TILE FLOORING ON SHEATHING
STEEL TAB WELDED ALONG CHANNEL. FASTENED TO STEEL TENSION ROD.
STEEL TAB WELDED ALONG CHANNEL. FASTENED TO STEEL TENSION ROD.
TONGUE AND GROOVE WOOD CEILING
TONGUE AND GROOVE WOODBOARDS
TONGUE AND GROOVE WOODSOFFIT
STEEL CONNECTOR ELEVATION
ROOF TRUSS
(2) LAYERS LAMINATED GLASS. CONNECTS CATWALK
TO SUSPENDED PROGRAM.
6" STEEL BAR SUPPORTS GLASS AND PROVIDES LATERAL SUPPORT TO
PROGRAM BOX.
SUSPENDED PROGRAM BOX CATWALK
STEEL ANGLE FASTENED TO UNDERSIDE OF TRUSS. CARRIES SUSPENDED
PROGRAM BOXES.
GLASS RAILING FOR CONNECTOR WALKWAY
STEEL FRAME FOR PRECAST PANEL /LOUVRE. MOUNTED TO CONCRETE WALL BEYOND
STEEL FRAME FOR PRECAST PANEL /WINDOW. MOUNTED TO CONCRETE WALL BEYOND
VENTILATION LOUVRE ATPLENUM SPACE
6" PLANTING SOILSEDUM ROOF COVER
DRAINAGE LAYERFILTER FABRIC
ROOT BARRIERWATERPROOFING MEMBRANE
3" RIGID THERMAL INSULATION STEEL DECK
INT GYP ON METAL FRAMING
3" RIGID INSULATION
STEEL FRAME FOR PRECAST PANEL /WINDOW. MOUNTED TO CONCRETE WALL BEYOND
3" RIGID INSULATION
HEAD FRAME FOR PRECAST PANEL / WINDOW
DRIP EDGE
INT GYP ON METAL FRAMING
CONCRETE SLAB ON STEEL DECK
RAISED OFFICE FLOOR SYSTEM
10"
3"
CONCRETE WALL BEYOND
3" RIGID THERMAL INSULATION
3" RIGID THERMAL INSULATION
3" PRECAST CONCRETE PANEL
3" RIGID THERMAL INSULATION
3" PRECAST CONCRETE PANEL
3" PRECAST CONCRETE PANEL
DRIP EDGE
ALUMINUM CAP
1/2” = 1’ 1” = 1’ 1” = 1’
P R E C A S T B R I S E S O L E I L S U S P E N D E D P R O G R A M C A B L E T E N S I O N F A C A D E
6'
SLOPE 1/4" PER 1'
10"
CONCRETE FOUNDATION AND RETAINING WALL
DRIP EDGE
WOOD CEILING SUPPORTSTRUCTURE, SPANS
BETWEEN STEEL ANGLES
STEEL TAB FOR TENSIONCONNECTOR. SANDWICHED
BETWEEN ANGLES
Maintenance catwalk
Steel frame carries tension load to floor;
supports pivot door.
Pivot doors open to support community events on the waterfront.
PRECASTPANELS
STEEL FRAME
WINDOWS +LOUVRES
Catwalk is used to deliver MEP to suspended program
Tension rods for suspension of program elements hang from channels above.
2’
PRECAST BRISE SOLEIL SUSPENDED PROGRAM TENSION CABLE, DOUBLE GLAZED FACADE
3'
TONGUE AND GROOVE WOOD CEILING
WOOD CEILING SUPPORT STRUCTURE, SPANS BETWEEN STEEL ANGLES
INSULATED DOUBLE GLAZING,INTERIOR FACE
SINGLE GLAZING,INTERIOR FACE
SINGLE GLAZING,INTERIOR FACE
PIVOT DOOR
TONGUE AND GROOVE WOOD SOFFIT
POINT-CLIP FOR GLAZING
POINT-CLIP FOR GLAZING
STEEL BAR STIFFENER
DRIP EDGEALUMINUM JAMB WITH INSULATIVE INFILL
POINT-CLIP INTERNAL SUPPORT
DOUBLE GLAZING, EXTERIOR
STEEL GRATE MAINTENANCE CATWALK
VERTICAL TENSION ROD
VERTICAL TENSION ROD
VERTICAL TENSION ROD
CROSS BRACING TENSION ROD
CROSS BRACING TENSION ROD
CROSS BRACING TENSION ROD
SLIP TRACK FOR TOP OF GLAZED FACADE
TOP OF RAILING FASTENED TO STEEL ROD
HOT / COLD WATER SUPPLY FOR RADIANT HEATING / COOLING.
PERFORATED STEEL PANEL
HOT / COLD WATER SUPPLY
1' C-CHANNEL AT CATWALK EDGE
STEEL PANEL
1" STEEL TENSION ROD
STEEL CONNECTOR FASTENED TO TAB
WINDOW / SLIDING DOOR
CONCRETE TILE FLOORING ON SHEATHING
STEEL TAB WELDED ALONG CHANNEL. FASTENED TO STEEL TENSION ROD.
STEEL TAB WELDED ALONG CHANNEL. FASTENED TO STEEL TENSION ROD.
TONGUE AND GROOVE WOOD CEILING
TONGUE AND GROOVE WOODBOARDS
TONGUE AND GROOVE WOODSOFFIT
STEEL CONNECTOR ELEVATION
ROOF TRUSS
(2) LAYERS LAMINATED GLASS. CONNECTS CATWALK
TO SUSPENDED PROGRAM.
6" STEEL BAR SUPPORTS GLASS AND PROVIDES LATERAL SUPPORT TO
PROGRAM BOX.
SUSPENDED PROGRAM BOX CATWALK
STEEL ANGLE FASTENED TO UNDERSIDE OF TRUSS. CARRIES SUSPENDED
PROGRAM BOXES.
GLASS RAILING FOR CONNECTOR WALKWAY
STEEL FRAME FOR PRECAST PANEL /LOUVRE. MOUNTED TO CONCRETE WALL BEYOND
STEEL FRAME FOR PRECAST PANEL /WINDOW. MOUNTED TO CONCRETE WALL BEYOND
VENTILATION LOUVRE ATPLENUM SPACE
6" PLANTING SOILSEDUM ROOF COVER
DRAINAGE LAYERFILTER FABRIC
ROOT BARRIERWATERPROOFING MEMBRANE
3" RIGID THERMAL INSULATION STEEL DECK
INT GYP ON METAL FRAMING
3" RIGID INSULATION
STEEL FRAME FOR PRECAST PANEL /WINDOW. MOUNTED TO CONCRETE WALL BEYOND
3" RIGID INSULATION
HEAD FRAME FOR PRECAST PANEL / WINDOW
DRIP EDGE
INT GYP ON METAL FRAMING
CONCRETE SLAB ON STEEL DECK
RAISED OFFICE FLOOR SYSTEM
10"
3"
CONCRETE WALL BEYOND
3" RIGID THERMAL INSULATION
3" RIGID THERMAL INSULATION
3" PRECAST CONCRETE PANEL
3" RIGID THERMAL INSULATION
3" PRECAST CONCRETE PANEL
3" PRECAST CONCRETE PANEL
DRIP EDGE
ALUMINUM CAP
1/2” = 1’ 1” = 1’ 1” = 1’
P R E C A S T B R I S E S O L E I L S U S P E N D E D P R O G R A M C A B L E T E N S I O N F A C A D E
6'
SLOPE 1/4" PER 1'
10"
CONCRETE FOUNDATION AND RETAINING WALL
DRIP EDGE
WOOD CEILING SUPPORTSTRUCTURE, SPANS
BETWEEN STEEL ANGLES
STEEL TAB FOR TENSIONCONNECTOR. SANDWICHED
BETWEEN ANGLES
Maintenance catwalk
Steel frame carries tension load to floor;
supports pivot door.
Pivot doors open to support community events on the waterfront.
PRECASTPANELS
STEEL FRAME
WINDOWS +LOUVRES
Catwalk is used to deliver MEP to suspended program
Tension rods for suspension of program elements hang from channels above.
2’
3'
TONGUE AND GROOVE WOOD CEILING
WOOD CEILING SUPPORT STRUCTURE, SPANS BETWEEN STEEL ANGLES
INSULATED DOUBLE GLAZING,INTERIOR FACE
SINGLE GLAZING,INTERIOR FACE
SINGLE GLAZING,INTERIOR FACE
PIVOT DOOR
TONGUE AND GROOVE WOOD SOFFIT
POINT-CLIP FOR GLAZING
POINT-CLIP FOR GLAZING
STEEL BAR STIFFENER
DRIP EDGEALUMINUM JAMB WITH INSULATIVE INFILL
POINT-CLIP INTERNAL SUPPORT
DOUBLE GLAZING, EXTERIOR
STEEL GRATE MAINTENANCE CATWALK
VERTICAL TENSION ROD
VERTICAL TENSION ROD
VERTICAL TENSION ROD
CROSS BRACING TENSION ROD
CROSS BRACING TENSION ROD
CROSS BRACING TENSION ROD
SLIP TRACK FOR TOP OF GLAZED FACADE
TOP OF RAILING FASTENED TO STEEL ROD
HOT / COLD WATER SUPPLY FOR RADIANT HEATING / COOLING.
PERFORATED STEEL PANEL
HOT / COLD WATER SUPPLY
1' C-CHANNEL AT CATWALK EDGE
STEEL PANEL
1" STEEL TENSION ROD
STEEL CONNECTOR FASTENED TO TAB
WINDOW / SLIDING DOOR
CONCRETE TILE FLOORING ON SHEATHING
STEEL TAB WELDED ALONG CHANNEL. FASTENED TO STEEL TENSION ROD.
STEEL TAB WELDED ALONG CHANNEL. FASTENED TO STEEL TENSION ROD.
TONGUE AND GROOVE WOOD CEILING
TONGUE AND GROOVE WOODBOARDS
TONGUE AND GROOVE WOODSOFFIT
STEEL CONNECTOR ELEVATION
ROOF TRUSS
(2) LAYERS LAMINATED GLASS. CONNECTS CATWALK
TO SUSPENDED PROGRAM.
6" STEEL BAR SUPPORTS GLASS AND PROVIDES LATERAL SUPPORT TO
PROGRAM BOX.
SUSPENDED PROGRAM BOX CATWALK
STEEL ANGLE FASTENED TO UNDERSIDE OF TRUSS. CARRIES SUSPENDED
PROGRAM BOXES.
GLASS RAILING FOR CONNECTOR WALKWAY
STEEL FRAME FOR PRECAST PANEL /LOUVRE. MOUNTED TO CONCRETE WALL BEYOND
STEEL FRAME FOR PRECAST PANEL /WINDOW. MOUNTED TO CONCRETE WALL BEYOND
VENTILATION LOUVRE ATPLENUM SPACE
6" PLANTING SOILSEDUM ROOF COVER
DRAINAGE LAYERFILTER FABRIC
ROOT BARRIERWATERPROOFING MEMBRANE
3" RIGID THERMAL INSULATION STEEL DECK
INT GYP ON METAL FRAMING
3" RIGID INSULATION
STEEL FRAME FOR PRECAST PANEL /WINDOW. MOUNTED TO CONCRETE WALL BEYOND
3" RIGID INSULATION
HEAD FRAME FOR PRECAST PANEL / WINDOW
DRIP EDGE
INT GYP ON METAL FRAMING
CONCRETE SLAB ON STEEL DECK
RAISED OFFICE FLOOR SYSTEM
10"
3"
CONCRETE WALL BEYOND
3" RIGID THERMAL INSULATION
3" RIGID THERMAL INSULATION
3" PRECAST CONCRETE PANEL
3" RIGID THERMAL INSULATION
3" PRECAST CONCRETE PANEL
3" PRECAST CONCRETE PANEL
DRIP EDGE
ALUMINUM CAP
1/2” = 1’ 1” = 1’ 1” = 1’
P R E C A S T B R I S E S O L E I L S U S P E N D E D P R O G R A M C A B L E T E N S I O N F A C A D E
6'
SLOPE 1/4" PER 1'
10"
CONCRETE FOUNDATION AND RETAINING WALL
DRIP EDGE
WOOD CEILING SUPPORTSTRUCTURE, SPANS
BETWEEN STEEL ANGLES
STEEL TAB FOR TENSIONCONNECTOR. SANDWICHED
BETWEEN ANGLES
Maintenance catwalk
Steel frame carries tension load to floor;
supports pivot door.
Pivot doors open to support community events on the waterfront.
PRECASTPANELS
STEEL FRAME
WINDOWS +LOUVRES
Catwalk is used to deliver MEP to suspended program
Tension rods for suspension of program elements hang from channels above.
2’
Summer Sun Angle: 72°
Office
Office
Winter Sun Angle: 24°
Sedum plantings on roof absorb rain water
Operable skylights raise for heat ventilation on hot days
The northern facing, double glazed facade is used as a ducting plenum to provide supply air to the manufacturing floor. Cooling is supplied from above; heating from below.
Cool air delivered in ducts through the truss space.
Warm ventilation air delivered under floor slab
Pivot doors can be opened in the summer for cross ventilation
Thermal labrynth is insulated from the radiant slab and passively heats / cools outside air.
Precast Concrete Brise Soleil on SE
facing wall reduces solar heat gain in
the summer. HVAC, Data, and Electrical delivered to suspended program through Catwalk System
Radiant heating provided through manufacturing floor slab
Radiant Heating and Cooling in Program Boxes
View Across Chicago River_North Program boxes are pinched in the center of the building. This allows users to experience various levels and enrich the building's sense of space.
View from South and West Side
MEP + PASSIVE SUSTAINABLE
ID 860
PROFESSIONAL
01.2010 - 08.2014 Tomoon Architects & Engineers l Seoul, South KoreaProject Designer- Project Lead Designer for a variety range of design phases including competition projects, schematic design, design development and Construction Documentation. Typical responsibilities include project design, primary systems, concept design, space planning, consultant coordination, and team management. Winning competition entries include: The Korea Teachers Pension Head Office(2011), Sejong International High School(2009)
06.2018 - 08.2018 Skidmore, Owings & Merrill l Washington D.C, United StatesSummer Intern- Project Design Idea development, Rhino modeling, 3D Printing for Phisycal model, Revit and Autocad Drawing for Schemetic Design phases: MONTGOMERY COUNTY JUSTICE CENTER (2018)
02.2006 - 12.2008 architecture studio hANd (Principal: Junsung Kim) l Seoul, South KoreaJunior Designer - Project Designer- Junior Designer as well as Project Designer for a variety range of design phases including competition projects, schematic design, design development and Construction Documentation. Typical responsibilities include project design, development of concept design, project management with rendered 3D models, AutoCAD Drawings.Representative Projects include: Mimesis Art Museum(2009), Mimesis Art House(2009), SiSiKim Artmill House(2008)
07.2009 - 01.2010 Studio UNITS UA l Seoul, South KoreaFreenlancer Architect Designer- Developed thorough understanding of design requirements or client and provided major input in developing a design for Youngin House and building performance strategy relative to assigned task or area of responsibility for New Headquarter for Shinyoung Securities.
EDUCATION
2001 - 2006 Korea National University of Arts (KARTS)School of Visual Arts, South KoreaBachelor of Architecture
2017 - present Illinois Institute of Technology (IIT) _ Anticipated graduation date: May 18, 2019 College of ArchitectureMaster of Architecture (Advanced Standing) _GPA 4.0/4.0
R E S U M E
ASSOCIATION & LICENSE2006 - present2015 - present
KIRA(Korea Institute of Resister Architects)Licensed Architect l South Korea
HONORS / AWARDS
Spring 2018 Nagle / Hartray Scholarship l IIT scholarshipSpring 2018 Brothers Finfer Scholarship l IIT scholarshipSpring 2018 Best In Year M.Arch second year l IIT 2018 Open House Award
Summer 2018 First Place, Ben Johnck Award in the 2018 Chicago Award in Architecture student competition l AIA Chicago
Fall 2017 - Spring 20182008
The Morgenstern Scholarship l IIT scholarshipCollaboration with "Alvaro Siza" & Carlos Castanheira for Mimesis Art MuseumKARTS Scholarship of the dean's list Fall 2001 - Fall 2004
ACADEMIC2001 - 2006
2002Academic Association of Wood Structure Design, Korea National University of ArtsA Student representative of Academic Association, Korea National University of Arts
PUBLICATIONS / EXHIBITIONS09.2011
2001 - 2005The Korea Teachers Pension head Office in Archdaily, Concept, CA, & Architecture & Design Competition Vol 88Featured Studio projects for UA Design Book l Korea National University of Arts
ID 860
3D ModelingPhysical Modeling
DraftingRendering
Others
COMPUTER & OTHER SKILLSl Rhino 3D, Grasshopper, Sketchupl 3D printing, Laser cuttingl AutoCAD, Revitl 3ds Max Mentalray render, Rhino Vray renderl Photoshop, Illustrator, InDesign, After Effects, Microsoft Office