JAE HYUN KIM Portfolio 2022
JAE HYUN KIM
5241 Center Blvd, #501, Long Island City, NY 11101 jaehkim1103@gmail.com +1. 646. 901. 7484.
EDUCATION B.Arch., School of Architecture, Syracuse University Syracuse, NY, USA
Aug 2009 - Dec 2015
EXPERIENCE Studios Architecture - Project Architect New York, New York Project HYC, New York, New York Newport, Atlanta, Georgia Rafael Vinoly Architects - Project Manager New York, New York 101 Franklin Street, New York, New York Southampton Hospital Association, Southampton, New York Highway behind the pond Renovation, East Hampton, New York 36 Project, Bankok, Thailand 277 Fifth Ave, New York, New York Project + Project - Associate Seoul, Korea LOOF, Khelmati English School, Assam, India NOMAD, Ulaanbaatar, Mongolia WRAP, Pahang, Malaysia Sanin Architects - Internship Syracuse, New York / London Baeksa Village, Seoul, S.Korea Jeju Villas, Jeju-Island, S.Korea
Oct 2022 - Current
March 2016 - Oct 2022
July 2019 - Current
August 2014 - Nov 2014
Studio SUMO - Junior Designer New York, New York Josai International University Dormitory Josai International University Cafeteria Offices Renovation for Queens DA/OCA
Jun 2014 - Aug 2014
OFIS Architekti - Internship Ljubljana, Slovenia 3D-models of facade for Basket Apartments in Paris Physical models for Exhibition
Dec 2010 - Jan 2011
CERTIFICATION LICENSED ARCHITECT
New York, USA
Sep 2023
ACHIEVEMENT Prime Minister's Commendation Seoul, Korea Project + Project
Dec 2021
[AC-CA] Competition New York, NY, USA Pariscope, [Paris] River Champagne Bar, Honorable Mention
Jul 2014
d3 Space Competition New York, NY, USA Primitive Rise, d3 Housing Tomorrow 2014, Second Prize
Jan 2014
Seoul International Ideas Competition Seoul, S.Korea The Bounce-cape, Toward Urban Integration, Honorable Mention
Oct 2013
SKILL Computer Revit, AutoCAD, Rhino, Enscape, Photoshop, Illustrator, Indesign, Bluebeam Modeling 3D Print, Laser Cut, CNC Mill, Vacuum Foam, Wood, Museum board, Chipboard, Foam Language Korean, English
5241 Center Blvd, #501, Long Island City, NY 11101 jaehkim1103@gmail.com +1. 646. 901. 7484.
Work Project HYC - Project Architect New York, New York
July 2023 - Current
NEWPORT - Project Architect New York, New York
Dec 2022 - Feb 2023
Dormitory (Reposition) / PD - SD - DD - CD - CA - Designing, Developing and Detailing by Digital modeling and Drafting - Coordinate with MEP consultant, Interior Design team and Construction Management team Residential / PD - SD - DD - CD - CA - Designing, Developing and Detailing by Digital modeling and Drafting (Facade)
277 Fifth Ave - Junior/Senior Designer New York, New York
Residential / PD - SD - DD - CD - CA - Developing and Detailing by Digital modeling and Drafting - Coordinate with MEP consultant, Interior Design team and Construction Management team - Complete comprehensive code complianance evaluation - Periodic on-site observation of work during construction
March 2016 - April 2019
36 Project - Senior Designer/Project Manager Bangkok, Thailand
May 2018 - April 2019
Highway behind the pond Renovation - Project Manager East Hampton, New York
July 2019 - June 2021
Southampton Hospital New Facility - Project Manager Southampton, New York
July 2020 - March 2021
Hospitality / PD - SD - DD - CD - CA - Zoning study and Code complianance evaluation by Coordination with local architecture office - Designing, Developing and Detailing by Digital modeling and Drafting - Coordinate with Ownership, Interior design Team and all local consultants House Renovation / PD - SD - DD - CD - CA - Design evaluation with Ownership and Presentation delivering - Developing and Detailing by Digital modeling and Drafting - Periodic on-site observation of work and Review payment requisition
Healthcare / PD - SD - DD - CD - CA - Prepare and develop fund raising presentation - Designing, Developing and Detailing by Digital modeling and Drafting - Coordination with all consultants and local authorities
101 Franklin Street - Project Manager New York, New York Office (Reposition) / PD - SD - DD - CD - CA - Manage Design specificaiton and Construction Documents - Direct design team to ensure quality and compliance - Coordination with Ownership and all consultants
Dec 2021 - Current
LOOF - Associate Assam, India
May 2019 - July 2019
NOMAD - Associate Ulaanbaatar, Mongolia
January 2020 - Current
WRAP - Associate Pahang, Malaysia
February 2022 - Current
Education / PD - SD - DD - CD - CA - Research, Design evaluation and Drafting in all phases - Coordiantion with local contractor Education / PD - SD - DD - CD - CA - Research, Design evaluation and Drafting in all phases - Coordiantion with local contractor Education / PD - SD - DD - CD - CA - Research and Design evaluation in all phases
01
277 Fifth Avenue
02
36 Project
03
Highway behind the pond Renovation
04
Southampton Hospital New Facility
Residential
Hospitality
House Renovation
Healthcare
Mar 2016 - Apr 2019
May 2018 - Apr 2019
Jul 2019 - Jun 2021
Jul 2020 - Mar 2021
05
101 Franklin Street
06
LOOF
07
NOMAD
08
Selected Work
Office Renovation
Education
Education
Academic & Internship
Dec 2021 - Current
May 2019 - July 2019
Jan 2020 - Current
2009 - 2016
6
01 277 Fifth Avenue Residential Junior / Senior Designer March 2016 - April 2019
This new condominium tower is located on the southeast corner of Fifth Avenue and East 30th Street in Manhattan, in the newly emerging residential neighborhood north of Madison Square Park known as NoMad. The integration of the façade with the building structural system allows for column-free interiors that might obstruct views and compromise interior space usage. The building’s structural elements are enclosed in reinforced concrete panels tinted indigo, a palette and texture intended to acknowledge the character of the area’s historic landmark towers. A series of double-height loggias appear to spiral down the building from the upper floors, creating “an interesting typology of open space and terracing.” These terraces bring variety to the exterior building appearance and provide covered outdoor space for select units.
7
preview - 3br living
8
preview - loggia
13
15
9
10
11
12
13
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02 36 Project Hospitality Senior Designer / Project Manager May 2018 - April 2019
Located in the center of Sukhumvit Road, 36 Project is planned as the tallest tower in Bangkok, including underground automated parking, private garden, hotel and hotel residence. The exoskeleton building structural system with “internal basket” not only provides a rigidity against high pressure of wind but also maximizes interior space usage. The operative vent wall behind columns allows natural ventilation for all occupied floors without any obstruction of views, while it keeps simplicity of the monolithic structure.
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03 Highway Behind the Pond Renovation House Renovation Project Manager July 2019 - June 2021
The house, Highway behind the pond, was origianl designed by Rafael Vinoly and built in 1990-1992 for an elderly single woman with extensive art colleciton. Over the years the house changed owners several times. The clients purchased the house which used for their summer weekends and requested for the renovation in 2002 and in 2004 by RVA. The beach house contains over 15,000 sqaure feet on three levels, which terrace up with the local topography from the garage to the west through the master bedroom to the east. In 2019, the clients had requested third renovation to reinforce a privacy for master suite from the adjacent living room. To be saparate visually and acoustically, white oak millwork wall has been installed but the continous reflective surface expands a infinity of curved roof.
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21
22
23
24
S Architects Joint Venture
26
The New Stonybrook Southampton Hospital
Transforming C
04 Southampton Hospital New Facility Healthcare Project Manager July 2020 - March 2021
The hospital building consists of four stories of new construction housing Diagnostic & Treatment Services and Clinical Support Services on Level 1; Public and Administrative Services Level 2; direct entrance from the Parking Garage to the Hospital on Level 1M; and Patient Care Units on Levels 3 and 4. The roof consists of exterior screened mechanical equipment. Inpatient floors are arranged with setbacks of individual rooms which result in corner windows – with light and views from two directions – in each private space. The stepping of the building mass results in outdoor terraces at Level 2, offering opportunities for patients and their families as well as visitors and staff to experience outdoor space from the Hospital grounds.
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Diagnostic & Treatment Waiting Area
Healing Garden
Rafael Viñoly Architects HKS Architects Joint Venture 28
The New Stonybrook Southa
LEVEL 4 Acute Care Units Maternity Unit
LEVEL 3 Acute Care Units
LEVEL 2 Public Space, Administration
ADMINISTRATIVE SERVICES
GIFT SHOP
ACCESS / ADMITTING
PRE-SURGICAL RESIDENT TESTING LOUNGE
LOBBY
CAFETERIA
TERRACE
MEDITATIVE SPACE
CONFERENCE CENTER
PHYSICIAN LOUNGE
Stonybrook Southampton Hospital
SURGICAL INTERVENTIONAL PLATFORM
IMAGING SERVICES
PRE-OPERATIVE / POST-OPERATIVE
IMAGING SERVICES
EMERGENCY DEPARTMENT
CLINICAL DECISION UNIT
EMERGENCY DROP-OFF
LOADING DOCK
LEVEL 1 Diagnostics & Treatment
Site Plan and Floor Plans 29
1
2
3
4
5
6
101 F
A
NEW YOR
FINAL CO MARCH 2
B
C
D
E
F
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05 101 Franklin Street Office Renovation Project Manager December 2021 - Current
101 Franklin Street was built for the future 70 years ago, and although the building is now in need of a major intervention to continue its initial promise, the rigorous and consistent structural grid still offers the opportunity to reimagine this building to be customizable for tenants in need of more creative environments and to provide flexibility for their future needs. Terraces have been added at various levels, in coordination with the Client’s marketing team, to provide exterior amenity spaces that adds value to the tenant floor. Locations of terraces consider both the potential workplace configuration, views, and overall mass of the building. The exterior enclosure concept is based on improving the quality of the office environment, increasing the visual connection between the interior and exterior, and strengthening the concept for the office plan by articulating the noble grid of the existing utilitarian structural frame. Large insulated glass units span between columns laterally and slab beams vertically to enhance the workplace by increasing the visual connection to the city skyline and neighborhood streetscape.
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1
2
3
4
5
6
7
GENER 1.
C R
2.
C ST W
3.
R PR BY SH
A
REFER TO 5.
A
EXTER EWS 01
EWS 01B
EWS 02
B
EWS 02B
EWS 02C
UHPC PANEL AT COLUMN AND SPANDREL
EWS 03
EWS 04
EWS 05
C
EWS 06
EWS 07
EWS-01: INSULATED GLASS UNIT
EWS 08A
EWS 08B-1
UHPC PANEL AT COLUMN AND SPANDREL D
EWS 08B-2
EWS 09A
EWS 09B
EWS 10
EWS 11
EWS 12
E EWS 13
EWS 15
GR 01
GR 02
GR 03
F
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E 1' - 4 11/16"
1 3/8" F.O.G. 3 1/16"
7 3/4"
C
5
PTD ALUMINUM CAP
6
7
6"
5" 7 1/4"
2-HR RATED SHAFT WALL ASSEMBLY
4
JT.
1/2"
CRITICAL ALIGNMENTS BETWEEN UHPC, ALUMINUM FRAMING AND INTERIOR FINISHS.
8 PROJECT:
101 FRANKL STREET 101 FRANKLIN STREET NEW YORK, NY 10013
Level Level 3 3 31' 31' -- 0" 0"
LEVEL TYPICAL
PROJECT NUMBER:
748.000 D
STN-01, UHPC ROUND CLADDING PANEL
OWNER / CLIENT :
MAPLE C 250 CHURCH OWNER, LLC 53 MAPLE AVENUE, MORRITOWN, NJ 079
INS-03, MINERAL WOOL THERMAL INSULATION
O IUS RAD
F
MEP ENGINEER :
HIGHLAND ASSOCIATES ONE EAST 33RD STREET, NEW YORK, NY T. 212.681.0200 CIVIL ENGINEER :
BOHLER ENGINEERING 225 W 34TH STREET, SUITE 1118, NEW YO T. 646.661.4200
F.O.G.
L ANE CP UHP
MCNAMARA SALVIA 45 WEST 45TH STREET, 10TH FLOOR, NE T. 212.246.9800
1 5/16"
" '-6
STRUCTURAL CONSULTANT :
1/2"
R1
RAFAEL VINOLY ARCHITECTS 375 PEARL STREET, 31ST FL. NEW YORK T: 212.924.5060
3' - 0"
2' - 0"
2' - 11 3/4"
1 1/16"
2-HR RATED SPANDREL
EXIST. 2-HR RATED CONCRETE BEAM
EXIST. 2-HR RATED CONC. STRUCTURAL BEAM, TYP.
ARCHITECT :
AVB-01, AIR/VAPOR BARRIER
EXTERIOR ENCLOUSRE CONSULTANT :
ENTUITIVE 28 W 44TH STREET, NEW YORK, NY 10036 T. 718.280.5935
E
FACADE MAINTERNANCE :
ENTEK ENGINEERING, PLLC 166 AMES STREET, HACKENSACK, NJ 076 T. 201.820.2803 FIRE PROTECTION :
1' - 3 9/16"
VERTICAL TRANSPORTATION :
1/2
FORTUNE SHEPLER SALING, INC. 8752 FORREST DRIVE, HIGHLANDS RANC T. 720.438.1540 LIGHTING CONSULTANT :
VENTRESCA 44-02 ELEVENTH ST, SUITE 203, LONG ISL T. 212.600.0033
6"
6"
JT.
1/2"
2-HR RATED SHAFT WALL ASSEMBLY
6" 9/1
PATCH GROOVE AFTER REMOVING EXISTING WINDOW, TYP
CODE CONSULTANT, INC. 215 W 40TH STREET, 10TH FLOOR, NEW Y T. 212.216.9596
CODE CONSULTANT / EXPEDITOR :
RIZZO GROUP 1333 BROADWAY, SUITE 500, NEW YORK T. 212.695.5980 IT CONSULTANT :
SAGE AVT 53 WEST 36TH STREET, SUITE 605, NEW T. 212.213.1523
GL-01, INSULATED GLASS UNIT F
3
1/2"
SCALE: 3" = 1'-0"
ARCHITECT / ENGINEER SEAL
SUBMISSION / REVISION
2 1
F.O.G.
E
50% CONSTRUCTION DOCUMENTS DESIGN DEVELOPMENT REV.2
REV DESCRIPTION DOB STAMP AND SIGNATURE
1/2"
1 5/16"
2' - 3"
2-HR RATED SPANDREL
Level Level 3 3 31' 31' -- 0" 0"
" L '-6 NE PA R1 PC UH OF S DIU RA
GL-01, INSULATED GLASS SEALANT W/ BACKER ROD, TYPICAL AT UHPC PANEL JT. 1' - 5"
AVB-01, AIR/VAPOR BARRIER
KEY PLAN: LEONARD STREET
INS-03, EXTRUDED MINERAL WOOL THERMAL INSULATION
1/2 "
1' - 3 9/16"
2-HR RATED SHAFT WALL ASSEMBLY
2' - 0"
STN-01, UHPC CLADDING PANEL PATCH GROOVE AFTER REMOVING EXISTING WINDOW,TYP
6"
6"
2
TYPICAL COLUMN CONDITION
3' - 0"
6"
EWS-01 SECTION DETAIL - SPANDREL - ROUND
EXIST. 2-HR RATED CONC. STRUCTURAL BEAM, TYP.
2' - 0"
2-HR RATED SHAFT WALL ASSEMBLY
JT.
REFER TO FLOOR PLAN FOR COL. CONDITION @ GRID "2", "3", "4" AND "5"
CHURCH STREET
PATCH 4 TRIANGLE GROOVES ON EXISTING COLUMN FASCIA,TYP
PROJECT PHASE:
CONSTRUCTION DOCUME SCALE:
3" = 1'-0"
PROPERTY LINE
DRAWING TITLE:
EXTERIOR WALL SYSTEM 01 - DET
UHPC PANEL JOINT, TYP. STN-01, UHPC HORIZONTAL CLADDING BELOW 1/2"
2' - 11 11/16"
1/2"
JT.
GLOSSY WHITE UHPC PANEL, STN-01
JT.
DOB NOW JOB # M00512217-I1
CTION DETAIL - SPANDREL - ROUND SCALE: 3" = 1'-0"
2
EWS-01 PLAN DETAIL - COLUMN UHPC - ROUND SCALE: 3" = 1'-0"
1
© 2021 RAFAEL VINOLY ARCHITECTS PC
SHEET NUMBER:
33
A-513 .
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06 LOOF Education Associate May 2019 - July 2019
The site is divided into a playground for children to play sports, a three buildings covered by a singular roof structure and protected and intimate courtyard in the created by the roof. The building is designed to face the adjacent road so that the usability of all spaces can be easily recognized by all users who enter through the main entrance. Surrounding the courtyard, there is first massing housing 3 elementary classrooms, a multipurpose room and another massing housing a teacher’s office and toddler classroom and lastly small massing allocated to outdoor bathrooms. Interstitial spaces between buildings can be used as an outdoor classrooms. On the elevations with openings, sliding sunscreens are installed to filter out the sunlight and excessive heat. The sunscreen is designed with bamboo and wood frame that are readily available in india, and integrated to the facade like a sliding wall.
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T/ SLAB 0.0m
1 A-201
ROOF ABOVE
PARKING
2 A-202
ENTRY 3000
B
3000
C
3000
D
3000
E
3000
F
3000
G
3000
H
3000
I
3000
J
3000
K
1 GROUND FLOOR PLAN
2 A-201
-0.1m
1 A-202
A
ROOF HIGH 4.30 m
ROOF LOW 3.56 m
T/WALL 3.00 m
2 EXTERIOR ELEVATION WEST
Level B1 -0.50 m
1 : 100
K
3000
J
3000
I
3000
H
3000
G
3000
F
3000
E
3000
D
3000
C
3000
B
3000
A
ROOF HIGH 4.30 m ROOF LOW 3.56 m T/WALL 3.00 m
1 EXTERIOR ELEVATION EAST 1 : 100
36
LEVEL 1 0.00 m Level B1 -0.50 m
1 : 250
LEVEL 1 0.00 m
SITE
FOUNDATIONS
MASSING
The site is 1500 sqm (50m x 30m), located by the adjacent
50cm of site foundation is placed to level with adjacent road and 10cm of building foundation is placed to create a defined courtyard area.
The School is composed of Elementary massing, Kindergarten massing and outdoor Bathroom.
10m road.
SITE
FOUNDATIONS
MASSING
The site is 1500 sqm (50m x 30m), located by the adjacent
50cm of site foundation is placed to level with adjacent road and 10cm of building foundation is placed to create a defined courtyard area.
The School is composed of Elementary massing, Kindergarten massing and outdoor Bathroom.
10m road.
NTILATION SYSTEM
DETACH Roofs of the three massings are detached for passive ventilation effect.
DETACH
Solar Shading
Roofs of the three massings are detached for passive ventilation effect. LOOF I PROJECT - project
UNITE The roofs are united into one singular system to tie three massings into one structure.
UNITE The roofs are united into one singular system to tie three massings into one structure.
Oversized Roof with Extended Overhang Protects the Building from Direct Sunlight
LIFT Northern edge of roof is lifted to create optimum ventilation effect and also as a welcoming gesture.
LIFT
Rainwater Shelter
Northern edge of roof is lifted to create optimum ventilation effect and also as a welcoming gesture.
Roof Overhang Protects the Building from Rainwater and Sloping Corrugated Roof Panels Divert Rainwater to Building Edges
LOOF I PROJECT - project
Natural Ventilation Windows on Both East and West Elevations Allow cross Ventilation and Elevated Roof with Semi Open Bamboo Ceiling Allows NE Wind to Blow through the Building Sucking the Heated Air
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07 NOMAD Education Associate January 2020 - Current
The massing of the project was done based on the weather analysis, which mainly oriented southward to maximize solar irradiance and configured as compact masses to minimize heat losses. The massing largely consists of three intersecting volumes. Despite dynamic exterior massings, the interior houses an efficient layout where the main corridor with maintenance programs. Considering site’s harsh winter, the main entrance is tucked between the two massing’s facade acting as wind barriers with MEP access hidden visually from the main public space. Mongolian Polystyrene Concrete Block (240x350x600mm), which provides a high insulation value, is normally not an ideal material for load-bearing wall system. A double-course typical red brick layer provides additional rigidity around openings. Light-gauge steel framing with sandwich panel infill system reduces the dead load of the entire roof.
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AN
X=0, Y=29.31m
A1
A2.01 1
A2
8100 4050 600
1565
1685
1465
600
N E W YO R K / S E O U L / C H A T LA N T A / A N N A R B
CLASSROOM 1 100
660 100
1000
600
KITCHEN
2735
150
3
3
1200
LOAD BEARING WALL
3075
600
1255
3835
815
1200
150
2.2
600
4160
1 A3.01
CLASSROOM 2 24 m²
DESK
1475
600 865
OFFICE
1565
600
A3.01
1685 1225
SLIDER DOOR TYPE 4; 900 X 2100
1
4550
600
600
1700
ALL STRUCTURAL MEMBERS TO BE REVIEWED AND CONFIRMED BY STRUCTURAL ENGINEER & LOCAL ARCHITECT.
16600
4
1200
250
GENERAL NOTES:
600
11 m² 300
The Contract Documents Issued for Schematic Des be at that level of development and as such, may be coordinated. The Local Contractor is responsible f coordinated pricing [and execution] of the Work, an necessary for the proper execution and completion shown, specified, reasonably inferred or required fo Project. For Work of delegated designs; systems, a components and materials shall comply with nation code requirements. The Contractorshall inform the Architect (PJ-pj), in timely fashion, of any discovere inconsistencies or errors in the Contract Documen
WALL EDGE ABOVE
1200
3750
1.3
SCOPE DOCUMENTS
1 A2.02
3
100 100
3
5950
1225
8 m²
100 1000
100
25 m²
1025
RESTROOM
1200
4015
835
1200
3045
8550
2.1
SHOWER
+0.25 m
1.2
SITE SETBACK LINE
1650
6150
600
4390
2 A2.04
600
PROJEC project
PROPERTY LINE
4050
835
1.1
1700
A3
300
300
X=10.5m, Y=30.0m
3
1000
+0.20 m
2
950
2.3
2750
RESTROOM
1800
1000
A3.01
A5.03
3
5075
5 m² STEP
2000
2
2.4
4 m² 200
A5.03 A5.03
2000
ET
MEP
OSET
2000
2
100
600
3
5500
A3.01
600
5000
3450
1565
CLASSROOM 3 21 m²
1050 900
550
3
3950
1485
LOAD BEARING WALL
20 m²
OE CL T & SH
1 1665
1 A2.04
2150
CORRIDOR NE CABI
200
700
+0.00 m
3000
1910
300
200
500
3
SHOERACK
1955
CLOS
1 A2.03
1665
2.5
2700
600
250
NoMaD
1500 200
600 1350 600
2550
200 200
1665
1500 200
B4
3050 200
8100 2500
B2
3270
3045
200
B1
2 A2.03
B3
Ulaanbaatar Sukhbaatar, Mongol Duureg 12-khoroo Khangai 17-697-B
12.84°
700
200
PLAYGROUND 700
GROUND FLOOR PLAN
500 2700
PROVISION FOR FREE STANDING FUTURE SIGNAGE LOCATION
JOP, SHAD, SC, TKTN
04/27
Project Leader
Date
DOW Technical Director
10600
A
JAE, JAY
LAN
Design Collaborator
Scale 1/200
40
Drwaing
Dryvit. Including Insulation
Mongolian Polystrene Concrete Block 240 x 350 x 600 mm
Red Brick For Window / Door Framing, typ Interior Finish
TURAL SYSTEM - ROOF Concrete Footing
The extreme cold weather condition in Mongol is the main design criteria in the discussion of wall system. Mongolian Polystyrene Concrete Block (240x350x600mm), which provides a high insulation value, is normally not an ideal material for load-bearing wall system. However, such such material is structurally durable enough to support the dead and live loads of the roof of single-story building. A double-course typical red brickRigid/Spray layer provides additional rigidity around Form openings.Insulation
구조벽 시스템을 고려할 때 가장 중요한 디자인 결정 요소로는 몽골 겨울의 극한의 기후 조건입니다. 우수한 단열성능을 지닌 Mongolian Polystyrene Concrete Block (240x350x600mm)은 Metal Sandwich Panel
일반적으로 구조벽으로 사용되기에는 적합하지 않으나, 단층건 물의 지붕을 받쳐주기에는 충분히 견고하다는 구조계산에 따라 적용되었습니다. 시공성과 안정성을 고려하여 창문과 문을 포함 한 건물 오프닝 주변에는 적벽돌을 쌓아 올려 프레이밍이 가능하 도록 벽체시스템을 구성하였습니다.
Rafter
Interior Finish
OJECT - project Roof Truss w/ Anchor
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08 Selected Work Academic, Competition and Internship 2009 - 2017
Academic Cayuga Wooden boatwork, Comprehesive Studio / Activist, Thesis Competition Pariscope, [AC-CA] Competition: River Champagne Bar in Paris Studio Sumo Wooden Louver Facade design for JIU Dormitory & Cafeteria project. Sanin Architects Master planning & Housing unit design for Baeksa Village project.
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Cayuga Wooden Boatwork ARC 409 : Comprehensive Studio Prof. Elizabeth Kamell Spring 2015
LARGE BOAT WORKSHOP
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TWORK ASSOCIATION BACKGROUND
CONCEPT
Adjacent to Cayuga Lake, one of Finger Lakes in New York, Cayaga Wooden Boatworks has dedicated to revitalize the wooden boat culture. Now it would like to expand its buisiness to establish Cayuga Wooden Boatworks Assocication, which is an institution and commercial space to produce a boat reparing education program for students and an wooden boat exhibition for visitors. This institution will be located in the middle of the Beacon Bay Marina. The sectional difference between the lake and roads allows for an opportunity to integrate the existing context with new programs.
This building is a metaphor of the boat. Modifying a repetitive primary structure system with a detached enclosure, this design can achieve the desired flexibility in space and the sustainble enclosure system. By exposing this distingtion, visitors acknowledge how the boat and this building are constructed in a similar language through exploring the space and the boat restoration process. Ultimately, this would produce a transitional moment from the ground into the water - the boat as an element to connect them.
ALBANY
WORLD MAP
WOODEN BOAT PLAN + SECTION
WOODEN BOAT EXPLODED AXON
SITE STRATEGY
CONCEPT
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1.
LECTURE HALL BOAT DISPLAY
2.
MECHANICAL ROOM
3.
LECTURE HALL
4.
DRAWINGS EXHIBITION
5.
CHAIR STORAGE
6.
BATHROOMS
7.
VIDEO EXHIBITION
8.
BOAT EXHIBITION S
9.
FAN ROOM
10.
STORAGE 1 FOR LARGE WORKSHOP
11.
LARGE BOAT WORKSHOP
12.
COMPUTER LAB
13.
SEMI-PRIVATE COURTYARD
14.
STORAGE 2 FOR LARGE WORKSHOP
15.
LOCKER ROOM
16.
SMALL BOAT WORKSHOP 1
17.
SMALL BOAT WORKSHOP 2
18.
SMALL BOAT WORKSHOP 3
19.
PRIVATE ENTRANCE
A
1
2
3
4
5
A 1
2
B
3
4
C
5
6
7
D
8
E 9
10
11
F
12
B
B’
14
13
15
G
16
17
18
19
H
A’
LEVEL 1 SCALE : 1/8”=1’-0” 0
46
4’
8’
16’
1
1.
STEEL FLASHING
23.
CONNECTION OF REFLECTIVE ROOF PANELS TO GUTTER/LIGHT SYSTEM
2.
SMOOTH FINISHED ROOFING PANEL
24.
ANGLED LIGHT FIXTURE
3.
CUSTOMIZED STEEL CHANNEL TO FASTEN S.I.P. PANEL
25.
CUSTOMIZED STEEL FRAMING MEMBERS
4.
S.I.P. EXTERIOR SHEATHING
26.
STEEL BASE PLATE
4
5.
S.I.P. INSULATION CORE
27.
REINFORCEMENT BARS
5
6.
S.I.P. INTERIOR SHEATHING
28.
9” x 18” CONCRETE BEAM
7.
BENT EXTERIOR SHEATHING PANEL
29.
CONCRETE DISK
8.
4” x 4” STEEL TUBE (3/16” THICK)
30.
10” CONCRETE COLUMN
9.
STEEL “C” CHANNEL
31.
HORIZONTAL MORTAR RAKING
10.
BATT INSULATION
32.
2” x 4” x 12” WHITE ROMAN BRICKS
11.
INTERIOR SHADING DEVICE
33.
EXPANSION JOINT
12.
TIMBER WEDGE
34.
SMOOTH FINISHED CONCRETE
13.
TYPICAL WINDOW SILL
35.
AIR CAVITY
14.
SLIDING DOUBLE PANE WINDOW SYSTEM (TOP)
36.
RADIANT TUBING
15.
CONCAVE REFLECTIVE STEEL PANELS
37.
REINFORCED CONCRETE SLAB
16.
CONCAVE STEEL FRAME TO SUPPORT REFLECTIVE PANELS
38.
SPECIALIZED ROMAN BRICK FOR CONNECTION TO CONCRETE
17.
OPERABLE DOUBLE GLAZING LOW-E COATED
39.
ADJUSTABLE ANCHOR SET INTO DOVE TAIL SLOT AND EMBEDDED IN MORTAR AT HEAD JOINTS
18.
SLIDING DOUBLE PANE WINDOW SYSTEM (BOTTOM)
40.
3” STEEL COLUMNS FOR SECONDARY SUPPORT
19.
STEEL GUTTER
41.
ACOUSTICALLY ENHANCED GYPSUM BOARD DROP CEILING PANELS
20.
STEEL RIGHT ANGLE BRACKET TO SUPPORT GUTTER
42.
RETURN AIR DUCTS
21.
INSULATED ELECTRICAL WIRING THROUGH RIGHT ANGLE BRACKET
43.
STEEL TRUSSES WITH SUPPORTING STEEL BEAMS
22.
INSULATED ELECTRICAL TUBING FOR LIGHT FIXTURE
44.
FOUNDATION FOOTING
2 3
6 7 8
9 10 11 12 13
14 15 16
31 17 18 32
33 19 34 20 21
35 36
22 23
24
37
25 38
26 27
39
28 40
29 30 DETAIL
4 0
1/2’
SAWTOOTH SKYLIGHT
DETAIL
5
SCALE : 3”=1’-0”
1’
2’
0
1/2’
BRICK TO CONCRETE CONNECTION SCALE : 3”=1’-0” 1’
G
2’
F
DETAIL
4
DETAIL
5
INTEGRATED STUDIO | SPRING 2015 FULAMBARKAR & KIM
DETAIL
1
WORKSHOP & SERVICE | SECTION + ELEVATION SCALE : 1”=1’-0” 0
INTEGRATED STUDIO | SPRING 2015 FULAMBARKAR & KIM
1/2’
1’
2’
47
Pariscope [AC-CA] Competition : River Champagne Bar in Paris In Collaboration with Hyungyu Kim & Kwangmin Lee Summer 2014
52
1
2
6 3
4
5
1st Floor Plan 1. Stage : 14.82 m2 2. Seating Area : 139.5m2 3. Bar Counter : 8.41m2
4. Kitchen : 9.91m2 5.Hall/Entrance : 23.16m2 6. VIP : 21.42m2 (x2)
1 2
3
4
6
5
Basement Plan 1. Administration : 40.01m2 2. Plant : 14.62m2 3. Janitor room : 8.29m2
1
2
7
8
3
9
10
4
4. Restroom : 40.60m2 5. Kitchen storage : 9.81m2 6. Cloakroom : 13.80m2
5
11
Longitudinal Section 1. Stage : 14.82 m2 2. Seating Area : 139.5m2 3. Bar Counter : 8.41m2 4. Kitchen : 9.91m2 5.Hall/Entrance : 23.16m2 6. VIP : 21.42m2 (x2)
6
12
7. Administration : 40.01m2 8. Plant : 14.62m2 9. Janitor room : 8.29m2 10. Restroom : 40.60m2 11. Kitchen storage : 9.81m2 12. Cloakroom : 13.80m2
53
54
55