Sangwook Park Portfolio

Page 1

Contents XL 1. Doggiadu Master Plan, Shanghai 2. Shanghai Dream Center, Shanghai 3. The Royal Altlantis, Dubai 4.Empire City, Ho Chi Minh 5. Sino Ocean Indigo, Beijing L 1. 252 East 57 Street, New York 2. Ross Business School , University of Michigan 3. City Point, Brooklyn 4. Hamburg Science Center, Germany M 1. BWI_Baltimore Washington International Airport 2. National Holdings Headquater, Abu Dhabi 3. PS 315, Queens 4. Dogok Villa, Seoul S 1. Garage Coffee, Gahoedong, Seoul 2. Pilates The Fit, Dogokgdong, Seoul 3. Ask Alice Shoes Showroom, New York 4. Communication on Color, San Antonio 5. Touch Space, Seoul Foundation Arts and Culture A 1. Archiitectural Monads, Harvard University GSD 2. Monocoque, Harvard University GSD 3. Mix : Program, Havard University GSD 4. Jameica Plain Housing, Harvard University, GSD 5. Gwangbok Street Renovation, Competition 6. Memory Columns, Competition 7. Pattern : Case Synthetics Interligence, Havard University GSD 8. Sterotomic Permutation, Comptition 9. Mutant Triangle


XL 2 Sangwook Park


1. Dongjiadu Master Plan, Shanghai 2. Shanghai Dream Center, Shanghai 3. The Royal Atlantis, Dubai 4. Empire City, Ho Chi Minh 5. Sino Ocean Indigo, Beijing Sangwook Park 3


Dongjiadu Master Plan

Professional Works | KPF

Program : Master Planning and Towers and HQ Building Location : Shanghai, China Client : CMJYI Project Team : Robert Whitlock(Design Principal) , Sean Roche (Project Manager) Project Year : 2015 ~ Total Area : 700,700 sm Publicatoin / Award : MIPIM Asia Award Gold (11.30.2014)

The Dongjiadu Project (i.e. the plot development project of No. 616 and 735 Block of Xiaodongmen Subdistrict) is located at a crucial node of the financial aggregation belt of the Bund in Shanghai. The project is positioned to be a new urban financial landmark in Shanghai that pools capital. Right across the Huangpu River is its counterpart, Lujiazui area. In the future, the Central Park and the Riverside Viewing Deck will become the most representative landscape zone along the bank of the Huangpu River. It will also become a town that runs 24/7 where global financial resources and leisure consumption experiences are aggregating. The completion of the Dongjiadu project will further accelerate the formation of the financial aggregation zone of the Bund, raise the innovative finance and financial service industry within this zone to a new level, and inject new vitality to the urban development of Shanghai.

4 Sangwook Park 空中花园

terraced gardens


董家渡

| Dongjiadu

LOT H | gardens in the sky |

空中花园

27

gardens in the sky |

H地块

空中花园

20

32

Sangwook Park 5


TOWER 3

OFFICE ZONE 3

MECH.

OFFICE ZONE 3

REFUGE / MEP

REFUGE / MEP TOWER 4

OFFICE

OFFICE ZONE 2

MECH.

REFUGE / MEP

OFFICE

OFFICE ZONE 1

OFFICE

OFFICE ZONE 2

REFUGE / MEP

REFUGE / MEP

OFFICE

OFFICE ZONE 1

REFUGE / MEP

RETAIL

RETAIL

LOBBY

RETAIL

RETAIL

RETAIL

RETAIL

1

North South Section @ Tower 3

6 Sangwook Park


735 街坊地块项目 Dongjiadu, Shanghai, PRC

Owner

Tel: 33355333 Fax: 33355566

Architectural Design Consultant

Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 10036 Tel: 1-212-977-6500 Fax: 1-212-956-2526 1 A-215

2 A-215 H

Local Architect & Structural Engineer

ECADI - East China Architectural Design & Engineering Institute Co., Ltd. A131004031

H

151 Hankou Road Shanghai, PRC Tel: +86 21 63217420 Fax: +86 21 63291107 Commercial Design Consultant

Aedas 31/F One Island East, 18 Westlands Road Quarry Bay, Hong Kong Tel: +852 2861 1728 Fax: +852 2529 6419 Residential Design Consultant

GOA Tel: - Fax: Mechanical-Electrical-Plumbing Engineer

Parsons Brinkerhoff Tel: 021 6113 3000 Fax: 021 6113 3100 Quantity Surveyor

Tel: - Fax: Curtainwall Consultant

Tel: - Fax: Lighting Consultant

Tel: - Fax: -

Landscape Consultant

DLC Unit 304, Building 28, Xin Tian Di 119 Ma Dang Rd., Shanghai, 200021, PRC Tel: 021 6386 7426 Fax: 021 6386 7425 Traffic Consultant

MVA Tel: 852 2529 7037 Fax: 852 2527 8490

Filename: Q:\Projects\2386_Dongjiadu\Drawings\CAD\Sheet\100% SD PACKAGE\A_H-101 Podium_Level 01 Plan.dwg Plotted by: Laemmel, Edward Plot Time: 10/7/2015 7:33 PM

1 A-205

H

LEVEL 01 (LOBBY) + 0.00M T.O.F.F.

-

---

NO.

ISSUANCE

---- -- -DATE

LEVEL 01 (LOBBY) + 0.00M T.O.F.F.

N

KEY PLAN

DATE

2015/10/07

SCALE

NTS

PROJECT NUMBER

2386-002

DRAWING TITLE

Podium_Level 01 Plan

Podium Ground Plan @ Plot H

1

GROUND PODIUM PLAN

DRAWING NO.

SCALE: 1:200

A_H-101 © 2015 KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

CHINA MINSHENG DONGJIADU PROJECT 小东门616 、 735 街坊地块项目

1 A-205 H

CHINA MINSHENG DONGJIADU PROJECT 小东门616 、 735 街坊地块项目

1 A-205 H

Dongjiadu, Shanghai, PRC

Dongjiadu, Shanghai, PRC

600

Owner

Owner

4100 Tel: 33355333 Fax: 33355566

57750

Tel: 33355333 Fax: 33355566

54250

Architectural Design Consultant

45500

42000

Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 10036 Tel: 1-212-977-6500 Fax: 1-212-956-2526

3500

12250

8750

Architectural Design Consultant

3500

Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 10036 Tel: 1-212-977-6500 Fax: 1-212-956-2526

Local Architect & Structural Engineer

Local Architect & Structural Engineer

ECADI - East China Architectural Design & Engineering Institute Co., Ltd. A131004031

ECADI - East China Architectural Design & Engineering Institute Co., Ltd. A131004031

151 Hankou Road Shanghai, PRC Tel: +86 21 63217420 Fax: +86 21 63291107

151 Hankou Road Shanghai, PRC Tel: +86 21 63217420 Fax: +86 21 63291107

Commercial Design Consultant

Commercial Design Consultant

Aedas

Aedas

31/F One Island East, 18 Westlands Road Quarry Bay, Hong Kong Tel: +852 2861 1728 Fax: +852 2529 6419

31/F One Island East, 18 Westlands Road Quarry Bay, Hong Kong Tel: +852 2861 1728 Fax: +852 2529 6419

Residential Design Consultant

Residential Design Consultant

GOA Tel: - Fax: -

GOA Tel: - Fax: -

Mechanical-Electrical-Plumbing Engineer

Mechanical-Electrical-Plumbing Engineer

Parsons Brinkerhoff

Parsons Brinkerhoff

Tel: 021 6113 3000 Fax: 021 6113 3100

Tel: 021 6113 3000 Fax: 021 6113 3100

Quantity Surveyor

Quantity Surveyor

Tel: - Fax: -

3500

Tel: - Fax: Curtainwall Consultant

Curtainwall Consultant

Tel: - Fax: -

Tel: - Fax: -

Lighting Consultant

Lighting Consultant

Tel: - Fax: -

Tel: - Fax: -

Landscape Consultant

Landscape Consultant

DLC Unit 304, Building 28, Xin Tian Di 119 Ma Dang Rd., Shanghai, 200021, PRC Tel: 021 6386 7426 Fax: 021 6386 7425

DLC Unit 304, Building 28, Xin Tian Di 119 Ma Dang Rd., Shanghai, 200021, PRC Tel: 021 6386 7426 Fax: 021 6386 7425 Traffic Consultant

MVA

15750

Traffic Consultant

MVA

28000

35000

Tel: 852 2529 7037 Fax: 852 2527 8490

43750

47250

28000

Tel: 852 2529 7037 Fax: 852 2527 8490

LEVEL 24 (OFFICE) + 106.5M T.O.F.F.

7000

45500

LEVEL 06 (OFFICE): LEVEL 07 (OFFICE): LEVEL 08 (OFFICE): LEVEL 09 (OFFICE): LEVEL 10 (OFFICE):

3500

1

SCALE: 1:100

---- -- -DATE

---- -- -DATE

14000

N

1750

KEY PLAN

DATE

2015/10/05

SCALE

NTS

LEVEL 25 (OFFICE): LEVEL 26 (OFFICE): LEVEL 28 (OFFICE): LEVEL 29 (OFFICE): LEVEL 30 (OFFICE): LEVEL 31 (OFFICE): LEVEL 32 (OFFICE): LEVEL 33 (OFFICE):

DRAWING TITLE

T3_Level 05-10 Plan_Office Zone 1

1750

7000

45500

DRAWING NO.

A_H-105 © 2015 KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

CHINA MINSHENG DONGJIADU PROJECT 小东门616 、 735 街坊地块项目

1

LEVEL 24-33 PLAN

DRAWING TITLE

T3_Level 24-33 Plan_Office Zone 2

DRAWING NO.

SCALE: 1:100

A_H-124 © 2015 KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

CHINA MINSHENG DONGJIADU PROJECT 小东门616 、 735 街坊地块项目

1 A-205 H

Dongjiadu, Shanghai, PRC

Owner

Owner

Tel: 33355333 Fax: 33355566

49000

Tel: 33355333 Fax: 33355566

2900

Architectural Design Consultant

Architectural Design Consultant

Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 10036 Tel: 1-212-977-6500 Fax: 1-212-956-2526

3500

NTS 2386-002

PROJECT NUMBER

+111.0M +115.5M +124.5M +129.0M +133.5M +138.0M +142.5M +147.0M

Level 24-33 Floor Plan @ Zone 2

Dongjiadu, Shanghai, PRC

2900

8750

2015/10/06

SCALE

TYPICAL FLOORS (T.O.F.F.):

2386-002

PROJECT NUMBER

H

50750

--ISSUANCE

N

1 A-205

42000

NO.

24500

--ISSUANCE

DATE

+25.5M +30.0M +34.5M +39.0M +43.5M

LEVEL 05-10 PLAN

Level 5-10 Floor Plan @ Zone 1

H

NO.

KEY PLAN

TYPICAL FLOORS (T.O.F.F.):

1750

2 A-205

H

600

600

Filename: Q:\Projects\2386_Dongjiadu\Drawings\CAD\Sheet\100% SD PACKAGE\A_H-124 T3_Level 24-33 Plan_Office Zone 2.dwg Plotted by: Laemmel, Edward Plot Time: 10/7/2015 7:34 PM

12250

14000

2 A-205

1750

Filename: Q:\Projects\2386_Dongjiadu\Drawings\CAD\Sheet\100% SD PACKAGE\A_H-105 T3_Level 05-10 Plan_Office Zone 1.dwg Plotted by: Laemmel, Edward Plot Time: 10/7/2015 7:33 PM

LEVEL 05 (OFFICE) + 21.0M T.O.F.F.

Kohn Pedersen Fox Associates PC Architects & Planning Consultants 11 West 42nd Street New York, NY 10036 Tel: 1-212-977-6500 Fax: 1-212-956-2526

Local Architect & Structural Engineer

Local Architect & Structural Engineer

ECADI - East China Architectural Design & Engineering Institute Co., Ltd. A131004031

ECADI - East China Architectural Design & Engineering Institute Co., Ltd. A131004031

151 Hankou Road Shanghai, PRC Tel: +86 21 63217420 Fax: +86 21 63291107

151 Hankou Road Shanghai, PRC Tel: +86 21 63217420 Fax: +86 21 63291107

Commercial Design Consultant

Commercial Design Consultant

Aedas

Aedas

31/F One Island East, 18 Westlands Road Quarry Bay, Hong Kong Tel: +852 2861 1728 Fax: +852 2529 6419

31/F One Island East, 18 Westlands Road Quarry Bay, Hong Kong Tel: +852 2861 1728 Fax: +852 2529 6419

Residential Design Consultant

Residential Design Consultant

GOA Tel: - Fax: -

GOA Tel: - Fax: -

Mechanical-Electrical-Plumbing Engineer

Mechanical-Electrical-Plumbing Engineer

Parsons Brinkerhoff

Parsons Brinkerhoff

Tel: 021 6113 3000 Fax: 021 6113 3100

Tel: 021 6113 3000 Fax: 021 6113 3100

Quantity Surveyor

Quantity Surveyor

Tel: - Fax: -

Tel: - Fax: -

Curtainwall Consultant

Curtainwall Consultant

Tel: - Fax: -

Tel: - Fax: -

Lighting Consultant

Lighting Consultant

Tel: - Fax: -

Tel: - Fax: -

Landscape Consultant

Landscape Consultant

DLC Unit 304, Building 28, Xin Tian Di 119 Ma Dang Rd., Shanghai, 200021, PRC Tel: 021 6386 7426 Fax: 021 6386 7425

DLC Unit 304, Building 28, Xin Tian Di 119 Ma Dang Rd., Shanghai, 200021, PRC Tel: 021 6386 7426 Fax: 021 6386 7425 Traffic Consultant

MVA

Tel: 852 2529 7037 Fax: 852 2527 8490

Tel: 852 2529 7037 Fax: 852 2527 8490

38500

38500

42000

28000

Traffic Consultant

MVA

Level 41-44 Floor Plan @ Zone 3 49000

1

LEVEL 41 PLAN SCALE: 1:100

2 A-205

H

H

1

FANG AN SUBMISSION BACKGROUNDS 2015 09 24

-

---

NO.

ISSUANCE

NO.

ISSUANCE

DATE

---- -- --

N

DATE

N

KEY PLAN

KEY PLAN

1150

Filename: Q:\Projects\2386_Dongjiadu\Drawings\CAD\Sheet\100% SD PACKAGE\A_H-146 T3_Level 46-50 Plan_Office Zone 3.dwg Plotted by: Laemmel, Edward Plot Time: 10/7/2015 7:35 PM

1150 1750

LEVEL 46 (OFFICE) +205.5M T.O.F.F.

2 A-205

14000

Filename: Q:\Projects\2386_Dongjiadu\Drawings\CAD\Sheet\100% SD PACKAGE\A_-H-141 T3_Level 41 Plan_Office Zone 3.dwg Plotted by: Laemmel, Edward Plot Time: 10/7/2015 7:35 PM

LEVEL 41 (OFFICE) +183.0M T.O.F.F.

DATE

DATE

2015/10/06

SCALE

TYPICAL FLOORS (T.O.F.F.):

2386-002

LEVEL 47 (OFFICE): LEVEL 48 (OFFICE): LEVEL 49 (OFFICE): LEVEL 50 (OFFICE):

DRAWING TITLE

T3_Level 41 Plan_Office Zone 3

DRAWING NO.

A_H-141

2015/10/01

SCALE

AS NOTED

PROJECT NUMBER

Level 45-50 Floor Plan @ Zone 3

1

LEVEL 46-50 PLAN

NTS

PROJECT NUMBER

+210.0M +214.5M +219.0M +223.5M

2386-002

DRAWING TITLE

T3_Level 46-50 Plan_Office Zone 3

DRAWING NO.

SCALE: 1:100

© 2015 KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

A_H-146 © 2015 KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

Sangwook Park 7


Dream Center

Professional Works | KPF Program : Mixed Used Location: Shanghai, China Client : LAN Kwai Fong Project Team : Richard Nemeth (Managing Principal), Josh Chaiken (Design Principal) Project Area : 124,769 sm Project Year : 2014 ~ 2015 ( Under Construction ) Publication / Award : MIPIM Asia Award Bronze ( 11.30.2016 ) he waterfront complex situated on a choice parcel south of the city’s historic Bund district reflects a concerted desire by Chinese government officials to encourage the development of what they call “cultural industries.” A joint project of DreamWorks Animation, the private equity firm China Media Capital, and Hong Kong-based developer Lan Kwai Fong Group, major funding is from state-run China Development Bank Capital. The eastern portion of the two-block master plan is home to a pair of creative office towers, which angle slightly as they rise above the complex. The towers serve to anchor the development vertically, tying in with a theater building and an arts building at ground level, one of which features an open-air rooftop garden. Situated on the grounds of a shuttered cement factory, the complex will have five major live-performance venues with 8,500 seats in total, including a 3,000-seat facility housed in a dome where cement was once mixed. In addition to hosting international productions of musicals and dramas, the DreamCenter is envisioned as a magnet for pop, rock, and jazz concerts; sporting events from mixed martial arts to motorbike racing; fashion shows and awards ceremonies; and conferences, art fairs, and exhibitions.

8 Sangwook Park -3-

上海梦中心 SHANGHAI DREAM CENTER

-5-

上海梦中心


WALL TYPE A 阴影盒背板(铝板喷涂背板) Shadow Box (Painted Aluminum Back Pan)

玻璃单元 (Low-E 中空玻璃) Glazing Unit (Low-E IGU) 楞面边缘(铝板喷涂) Chamfer Edge (Painted Aluminum)

ENLARGED SECTION

WALL TYPE PERSPECTIVE SHANGHAI DREAM CENTER SEPTEMBER 11, 2014

ENLARGED PLAN 4

WALL TYPE B

铝板(银灰色) Aluminum Sheet Cladding (Bright Silver Paint)

玻璃单元 (Low-E 中空玻璃) Glazing Unit (Low-E IGU)

铝板(深灰色) Aluminum Sheet Cladding (Dark Grey Paint) 造型装饰条(铸铝) Fin (Cast Aluminum)

阴影盒背板(铝板喷涂背板) Shadow Box (Painted Aluminum Back Pan)

ENLARGED SECTION

铝制换气扇 Aluminum Ventilator

WALL TYPE PERSPECTIVE SHANGHAI DREAM CENTER SEPTEMBER 11, 2014

ENLARGED PLAN 6

Sangwook Park 9


WALL TYPE C

阴影盒背板(铝板喷涂背板) Shadow Box (Painted Aluminum Back Pan)

玻璃单元 (Low-E 中空玻璃) Glazing Unit (Low-E IGU)

金属造型装饰条(浅灰色) Metal Fin (Bright Silver Paint)

铝板(深灰色) Aluminum Sheet Cladding (Dark Grey Paint)

ENLARGED SECTION

铝制换气扇 Aluminum Ventilator

WALL TYPE PERSPECTIVE SHANGHAI DREAM CENTER SEPTEMBER 11, 2014

ENLARGED PLAN 9

WALL TYPE D

玻璃单元 (Low-E 中空玻璃) Glazing Unit (Low-E IGU) 阴影盒背板(铝板喷涂背板) Shadow Box (Painted Aluminum Back Pan)

铝板(银灰色) Aluminum Sheet Cladding (Bright Silver Paint) 铝板(深灰色) Aluminum Sheet Cladding (Dark Grey Paint)

ENLARGED SECTION

WALL TYPE PERSPECTIVE

10 Sangwook SHANGHAI DREAM CENTERPark SEPTEMBER 11, 2014

11

ENLARGED PLAN


WALL TYPE E

玻璃单元 (Low-E 中空玻璃) Glazing Unit (Low-E IGU)

铝板(深灰色) Aluminum Sheet Cladding (Dark Grey Paint)

铝板(深灰色) Aluminum Sheet Cladding (Dark Grey Paint)

ENLARGED SECTION

WALL TYPE PERSPECTIVE SHANGHAI DREAM CENTER SEPTEMBER 11, 2014

14

ENLARGED PLAN

WALL TYPE F

铝质穿孔板(铜色) Perforated Natural Anodized Aluminum (Bronze Color)

ENLARGED SECTION

WALL TYPE PERSPECTIVE SHANGHAI DREAM CENTER SEPTEMBER 11, 2014

ENLARGED PLAN 16

Sangwook Park 11


Empire City

Professional Works | NBBJ Program : Mixed Used Location: Hochimin City, Vietnam Client : Empire City Project Team : Arnold Lee (Design Principal) Jonathan Wall (Managing Princiapal) Project Area : 129,551 sm Project Year : 2016 ~ 2017 ( Under Construction ) Empire City (MU4, MU7) is part of the mega-developments planned for Thu Thiem in Ho Chi Minh City, a 14.5-hectare area just next to the mouth of the Thu Thiem tunnel running below the Saigon River that is set to include several infrastructure projects as well as a five-star hotel, highend shopping complex, offices, serviced apartments, and underground parking. The project site consist of four residential towers on podium creating amenities, internal courtyard and retail on along the main street. The square towers are located at the corner of the site (MU4, MU7) in order to create view toward old CBD area and Saigon river while decreasing view interruption between towers. In terms of sustainable design, that allows maximum daylight without blocking another. The typical floor plan of towers has been developed based on local culture and climate. Each side has one slot for natural ventilation for kitchen or utility room in backside of unit to have natural ventilation. In terms of structure, the shear wall are efficiently located along the inside of the slot. This kind of issue is very common in east asia due to culture and climate and the solution was very successful to achieve the requirement in terms of both macro and micro scale.

12 Sangwook Park


Sangwook Park 13


A

B

C

D MASSING DIAGRAM

14 Sangwook Park

TYPICAL FLOOR PLAN OF TOWER


Sangwook Park 15


Sino Ocean Indigo Professional Works | NBBJ

Program : Mixed Used Location: Beijing, China Client : Sino Ocean Project Team : Tim (Design Principal) Nancy (Managing Princiapal) Project Area : 26,547 sm Project Year : 2017 ~ 2018 ( in progress )

16 Sangwook Park


Sangwook Park 17


Space to Foster Relationships

助长人际关系的空间

COWORKING

ROOF GARDEN

BLACK BOX

CAFETERIA

GYM

协同工作

屋顶花园

电影院

咖啡厅

健身中心

SUPERMARKET 超市

MEDICAL OFFICES 医疗办公

STACKED ATRIUMS & COLLABORATIVE OFFICE AREAS 叠加中庭和互动办公区

ART SPACE 艺术空间

全区总图

颐堤港Ⅱ期城市综合体项目JT-627地块 Sino-Ocean Land Commercial Real Estate Division

远洋地产商业地产事业部

SPORTS & ENTERTAINMENT 体育和娱乐

CHILD CARE 育儿

Indigo PH2 Mixed Use Project Plot JT-627

将台路 Jiangtai Rd

全区总图

G

25

Overall Site Plan

K J

December 29, 2017

A

将台路 Jiangtai Rd I K J

G

H M

A

I H

F

M

K G L

G

C

F K G L

G

I

C

B

北侧零售 North Civ Retail

I B

市民中心 北侧零售 南侧城市公园 North Civic Center South Urban Park M Retail

公园边界 Park Edge

M

H H

图例 Key F

G

F

G

C

C

A

市民中心 Civic Center

B

G

I

D

I J

F

下沉广场 Sunken Plaza

C

南侧城市广场 South Urban Park

D

公园边缘 Park Edge

E

L

L D

M

北侧零售广场 North Retail Plaza G

办公室下客 Office Drop-Off

F

公众艺术 Public Art

G

下B1车道 Ramp Down to B1

H

J

E

M

F

E

零售溢出空间 Retail Spill Out Space

I

灵活的开放空间 Flexible Open Space

J

水景 Water Feature

K

H

H

绿化屋顶 Green Roof

L

屋顶露台 Roof Terrace

M

Scale: 1 = 1500m

坝河 Bahe River 0

10m

20m

40m

60m

80m

坝河 Bahe River 远洋地产商业地产事业部

颐堤港Ⅱ期城市综合体项目JT-627地块 Sino-Ocean Land Commercial Real Estate Division

18 Sangwook Park

远洋地产商业地产事业部

Indigo PH2 Mixed Use Project Plot JT-627

December 29, 2017

颐堤港Ⅱ期城市综合体项目JT-627地块 Sino-Ocean Land Commercial Real Estate Division

30

Indigo PH2 Mixed Use Project Plot


Sangwook Park 19


The Royal Atlantis Professional Works | KPF

Program : Hotel Location: Dubai Client : The Roayl Atlantis Project Team : James von Klemperer (Design Principal), Elie Gamburg (Director), Terri Cho (Project Manager) Project Year : 2014 ~ 2015 (Under Construction) Publication / Award : Galere Magazine (05.19.2017)

16 11 9

6

16

16

7

11

10

9

8

5 4 15

15

6

16 13

12

15

12

7

14

14

10

2

8

5 4

3

15

3

15 13

12

15

12

14

2

3

Hotel

F+B

Residential

Conference

Amenities

BOH/Parking

1 2 3 4 5 6 7 8

Marine Stadium Resort Beach Hotel Pools Conference Center Spa Hotel Tower Sky-Pool Residential Tower

14

9 10 11 12 13 14 15 16

Penthouse Suite Bridge Suites Observatory Suites Lagoon Gardens Lobby Townhouses F&B/Amenity MEP Penthouse 9

20 Sangwook Park

Hotel

F+B

Residential

Conference

1 2 3 4 5 6

Marine Stadium Resort Beach Hotel Pools Conference Center Spa Hotel Tower

9 10 11 12 13 14

Penthouse Suite Bridge Suites Observatory Suites Lagoon Gardens Lobby Townhouses


Royal Atlantis will be the next iconic hotel and residential building in Dubai. The biggest criticism of apartment life there is the minimal amount of outside space. In addition, with the city’s scorching temperatures, which can climb to 122 degrees, a novel approach was required. The first is a seamless transition from indoor to outdoor living. 231 condominiums will incorporate generously-sized private terraces a lot about passive ventilation and solar control. The project is located in a zone with the gulf behind you and the lagoon in front, so there’s a constant breeze coming from one direction The solution was to break the traditional slab building into a network of terraces, most of which will have their own pools. In addition, the building shape as a stack of Lego blocks is partially about optimizing views, but it’s also about maximizing lateral winds. The project will be completed in th fall of 2019.

Site Plan

Sangwook Park 21


L 22 Sangwook Park


1. 252 East 57street, New York 2. Ross Businees School, University of Michigan 3. City Point, Brooklyn 4. Hamburg Science Center, Germany Sangwook Park 23


250 East 57th street Tower

Professional Works | SOM

Program : Residential Tower in New York, NY Client : World-Wide Group Architect of Record : SLCEArchitects,LLP Design Architect : SOM Project Team : Roger Duffy (Design Partners) Adam Semel (Director), Benjamin Porto, Sebastian Claussnitzer Project Year : 2010 ~ 2015 (Completion) Project Height : 715ft Unit : 271 unit Publication : CTBUH(02.12.2015)

24 Sangwook Park


A shimmering addition to the skyline, 252 East 57th Street is a 65-story luxury mixed-use tower in Midtown Manhattan. The building’s residential program is organized with rental units on the lower floors and high-end condominiums on the 36th floor and above. The unit mix — 173 rental apartments and 93 two- to five-bedroom condominiums — is positioned to maximize long-term value. A distinctive facade features a glazing geometry that employs inversions in the exterior wall to give the building a dynamic presence. From the highest floors, the tower’s inverted bay windows on the west and north elevations offer spectacular views of Central Park, while the east and south elevations overlook the 59th Street Bridge and the East River. The curved windows also function in defining and separating living spaces by swooping into the floor plan.

East

Southeast

South

Southwest

West

Northwest

North

Northeast

2. North at 650’

North

East

South

West

North

Flat Curtain Wall Area

East

South

West

Curved Curtain Wall Area

Interior View - Living Room

Sangwook Park 25


Diagram of Master Surface Geometry

Typtical Secttion Detail on Curve

26 Sangwook Park

Curve Derivation Top Profile

Curve Derivation Bottom Profile


Curved Curtain Wall Detail - curvature on the building out line is simplified as arc meeting to tangent of itslef. It make the manufacturing process more efficient avoiding to make thousands types of curved glass forming. In case of small gap between arc is covered by fins extened from itself as well as width of mullions. Spandrel glass is extened to the balcony for presenting the strong strip for appliying the same design language as the east or west facade.

Facade Mockup

Sangwook Park 27


Ross School of Business / Phase 2 Professional Works | KPF

Program : Education Location: Michigan, USA Client : University of Michigan Project Team : Jill Lerner(Managing Principal), William Pedersen(Design Principal), Phillip White(Project Manager) Project Year : 2014 ~ 2017 (Completion) Project Area : 100,000 SF Publication : Architects Newspaper (06.03.2014) In order to maintain its stature as the premier business school in the nation, the Stephen M. Ross School at the University of Michigan commissioned a master plan study to assess existing building capabilities and to determine whether the building should be renovated and rehabilitated or demolished and reconstructed. Challenges facing the program included providing a variety of instructional and meeting spaces to support the school’s action-based curriculum, and the need to create a physical center of gravity for the school’s intellectual and social life that would allow for informal as well as formal interaction between students, faculty, the university and the surrounding community. Essential to the success of the design of the new building was relating the typical tiered classroom to group study spaces. To do so, the design team developed a model for early site planning studies to address the pedagogical needs of the school, which focused on assessing the capacity of existing buildings to accommodate new teaching spaces. The results showed that to meet the school’s program requirements, certain portions of existing buildings would need to be demolished. Complicating the matter further was the school’s desire to remain in its current location on the university’s central campus. As such, demolition and new construction had to be coordinated with relocation strategies that integrated Ross School faculty and students within existing buildings.

28 Sangwook Park


Ross School of Business Phase II Construction Project

utes including tute and the n the top floor space with a function as a as a second tate of the art” exible student MONROE MALL

l also make improve the ersity Avenue stinct entrance welcome both employers as community. In l be improved ing spaces for rtyard and the orated by both d the location g the perimeter and new East

EAST BUILDING (New Construction)

R-BUILDING EAST UNIVERSITY AVENUE

TAPPAN STREET

KRESGE BUILDING (Renovation)

HILL STREET PARKING GARAGE

also free up and Wyly Hall oject), this will space near the

WYLY HALL FOW

1 1'-6"

usiness school

C

HILL STREET

2

11 3/4"

WD-2

4 A-361

1'-11"

LINE OF BENCH

7 A-3

6 1/4"

CURB BELOW SHOWN DASHED

FOW G4

WD-1

ol of Business uthern edge of mpus, bounded buildings and cent two story

(KRBL) EOS

SHAFT

3 3/4"

7 1/2"

CTW-2

B.2

EJ-1F

MISC MTL POST FOR ATRIUM WALL SUPPORT

SILL CLOSURE

AL-6

3"

16 GA. MIN TRIM ALL SIDES POST NO EXPO0SED FASTNERS

" 3/4

STL. ANGLE BELOW S.D.

Proposed Site Plan

EOS

4"

6 1/2"

NAB ATRIUM

FO CHANNEL

EOS EXIST

EJ-3A

he Stephen M hase I, the R 009.

GRILL

C.1

(NAB) EOS

STL. ANGLE BELOW S.D.

AL-6

WTE-1 @ SE ENTRY INSIDE CORNER

10

Site Plan

EJ-3A

SCALE: 1 1/2" = 1'-0"

WTE-1 ATRIUM OUTSIDE CORNER

4

SCALE: 1 1/2" = 1'-0"

1'-3"

PLAN DETAIL @ GALLERY Equally important was a sense of local identity, both for5 the building on the university campus and for distinct groups within the school. Respect for the language and history of nearby buildings on campus had to be balanced with the goal of projecting a forward-looking image for the school. At the same time, an internal arrangement of the building would need to create sense of community for the Ross School while serving the specific needs ofDESIGN its varied user groups. The new building meets these challenges set by the Ross School with -DRAFT CONCEPT SUBMISSION August 16, 2013 garden which opens directly to the street, providing a distinctive presence and a an organization of elements around a central winter WTE-1 ATRIUM / KRESGE INTERFACE @ WTE-4 MISC MTL ATRIUM WALL SUPPORT CLIP AT SLAB new “front door” forNABthe school on the University of Michigan campus. 3 18 1'-1 1/2" -VIF

SCALE: 1 1/2" = 1'-0"

FOF

10 1/2"

HSS POST CLIPPED AT FLOOR; SEE PLAN

C.1

CURB BELOW SHOWN DASHED

FOW

Executive Summary

L8"X6"X1/2" WITH (2) HILTI KWIK BOLT III EXPANSION ANCHORS W/ 4" EMBED

EJ-7

AL-5A

CLOSURE

EOS

SCALE: 1 1/2" = 1'-0"

AL-6

2

SCALE: 1 1/2" = 1'-0"

2.9

2'-9 1/2"

FOW

5'-3"

FOW

3

2'-5 1/2"

FOW

C-K 2

9 1/8"

3'-2"

3'-4 1/2" PROVIDE L5"X3"X1/2" ALONG SLAB EDGE AT L1 AND L2 FOR STUD SUPPORT

NAB ATRIUM SS-1

9 A-390 2'-7 1/2"

AL-6

1'-8 1/2"

1'-4" 2'-8 1/8"

Architect Kohn Pedersen Fox Associates PC 11 West 42nd Street New York, New York 10036 TEL: 212.977.6500 FAX: 212.956.2526

AL-5B

TYP.

7

PROVIDE REGLET AND L9"X4"X1/2" FLASHING @ L2 FOR TERRRACOTTA WALL SUPPORT 2'-0 3/8" V.I.F.

EJ-9

TYP WTE-1 ATRIUM MULLION SCALE: 1 1/2" = 1'-0"

NAB T.O. 3RD FL PPT +907'-4"

WTE-1 ATRIUM OUTSIDE CORNER

Mechanical, Plumbing, & Electrical Engineers AEI Affiliated Engineers SCALE: 1 1/2" = 1'-0" 5802 Research Park Boulevard Madison, WI 53719 Tel: 608.238.2616

1

Landscape Architect SmithgroupJJR, LLC 201 Depot Street, Second Floor Ann Arbor, MI 48104 Tel: 734.662.4457

8"

SEALANT

1'-11 7/8"

OVERFLOW DRAIN LEADER; COORDINATE LOCATION WITH OUTLET SHOWN ON A-205

B.O. PNL

Civil Engineer Midwestern Consulting 3815 Plaza Drive Ann Arbor, MI 48108 Tel: 734.995.0200

2'-6"

CURB BELOW SHOWN DASHED

1'-6 5/16"

2'-11"

8 1/2"

1 1/2"

2"

3 1/2"

E

11

10 1/2"

NAB 3RD FL +904'-10" TOS

AV Technology Consultant Shen Milsom & Wilke 417 Fifth Avenue New York, NY 10016 Tel: 212.725.6800

NAB ATRIUM ROOF +904'-6 1/2" TOS KRLB 3RD FL +904'-2" TOS

Specialty Lighting LAM Partners Inc. 84 Sherman St. Cambridge, MA 02140 Tel: 617.354.4502

WTE-1 ATRIUM @ INTERFACE WITH ER NEAR SE ENTRY SCALE: 1 1/2" = 1'-0"

2'-4 3/8" VIF

2'-1 3/8"

1'-4"

CLADDING AT BACK OF CURTAIN WALL ( NO EXPOSED FASTENERS) , TYP

1'-1 1/2" VIF

3/4"

3"

10 1/2"

11 3/4"

FOIL FACE VAPOR RETARDER SHOWN DASHED ,TYP

ENLARGED PLAN DETAILS - NAB BLDG PODIUM C:\KPF\Revit\2139_ARCH_KPF_MAIN_oelechi.rvt

1'-5 1/2"

FOW

SCALE: 1 1/2" = 1'-0"

EJ-3A

3"

FOW

FOW

EJ-3A

EJ-7 EJ-7

WTE-1 NAB ATRIUM / KRESGE INTERFACE @ LL LEVEL

16

SCALE: 1 1/2" = 1'-0"

WTE-1/WTE-4 @ ER ELEV LOBBY INTERFACE WITH ER

2

SCALE: 1 1/2" = 1'-0"

NOTES: 1. SEE A-393 FOR TYP TERRACOTTA ASSEMBL 2. ALL GLASS TO BE GL3. SEE A-411 FOR TYP R DTLS 4. REF 1 AND 2/A-013 FO AND UNDERSALB W/P D

KRESGE / NAB ATRIUM EJ @ ATRIUM ROOF SCALE: 1 1/2" = 1'-0"

0'

REGLET AND FLASHING

CONSTRUCTION DOCUMENTS 5 BULLETIN NO.6 4 DR7 3 DR6 2 DR5 ADDENDUM NO. 1 DESIGN DEVELOPMENT 1 DR3 ADDENDUM NO. 2

1'-1 1/2"

No. Issue Seal

SEALANT EJ-9

FOIL FACE VAPOR RETARDER SHOWN DASHED ,TYP

Glass Atrium Section Detail

6" MAX VARIES

B.O. PANEL

NAB T.O. 3RD FL PPT +907'-4"

1'-0"

0" 3"

AL-6

Sangwook Park 29

5"

CLADDING AT BACK OF CURTAIN WALL ( NO EXPOSED FASTENERS) , TYP

2'-6"

2'-4"

FOW

FOW

C.1

KRLB T.O. BDLG +933'-7"

3 1/2"

4 1/2"

4"

10"

EJ-8

3 1/2"

1'-5"

B.O. PIER

10"

20

1'-0"

A-330 4/2/2015 4:34:40 PM

2'-2"

5 3/8"

WTE-1 NAB ATRIUM / KRESGE INTERFACE @ 1ST FLR

AL-6

EJ-7

4 1/2"

SCALE: 1 1/2" = 1'-0"

3 7/8"

21

Geotechnical Engineer Soils& Materials Engineers Inc. (Owner's Consultant) 43980 Plymouth Oaks Blvd. Plymouth, MI 48170-2584 Tel: 734.454.9900

0" 3"

WTE-1 ATRIUM @ INTERFACE WITH ER ELEV LOBBY 1 1/2"

17

FOW

STN-2

EXISTING ER BUILDING

9 1/8"

FOW EXIST

FOW

2'-2" FOW

3'-1"

4 3/8"

FOW EXIST 10 1/2"

A

Structural Engineer Thornton Tomasetti 51 Madison Avenue New York, NY 10010-1603 Tel: 917.661.7800

4'-8"

LINE OF EOS SHOWN DASHED

1 3/4"

1'-4"

1'-1 1/2" VIF

Client The Regents of the University of Michigan 326 E. Hoover Avenue Ann Arbor, MI 48109-1002

D

16 A-361

4" 2'-6"

2'-1"

8 3/4" +/-

EOS AND CURB AT 3RD FLR ROOF SHOWN DASHED

FOIL TAPE AT BACK OF INSULATION

5 5/8"

11 3/4"

3" 6"

PROVIDE HSS 6"X6"X1/2" MISC MTL POST FROM L1 TO L3 SLAB FOR FOR ATRIUM WALL SUPPORT; SEE DTL 17 THIS SHEET FOR BASE PLATE DESCRIPTION; SEE DTL 18 THIS SHEET FOR CLIP AT L3

1'-2 1/2"

1'-2"

1'-5"

10 1/2"

FOW FOW

2"

EJ-7

PROVIDE HSS 4"X4"X1/2" MISC MTL POST FROM LL TO 3RD FLR SLAB FOR ATRIUM WALL SUPPORT; PROVIDE 1'-2"X1'2"X1/2" BASE PLATE AT LL WITH 4" X 1/2" HILTI KWIK BOLT III W/ 4" EMBED; SEE DTL 18 THIS SHEET FOR CLIPS AT L1, L2 AND L3

3"

FOF

AL-6 (INT CLADDING, NO EXPOSED FASTENERS)

1'-7 1/2"

14'-7" TO F.O. VEST

8 1/2"

2'-8 1/8"

1'-1 1/2" VIF

STEPHEN M. ROSS SCHOOL OF BUSINESS KRESGE RENOVATION & NEW ACADEMIC BUILDING

FOW

EJ-3A

4 1/4"

2 1/4"

UNIVERSITY OF MICHIGAN

SCALE: 1 1/2" = 1'-0"

SS-1 FOW

7"

RAIL-1B

WTE-1 SE ENTRY JAMB

2

2"

SS-1

6" NAB 5TH FL +932'-2" TOS

NAB 3RD FL +904'-10" TOS NAB ATRIUM ROOF +904'-6 1/2" TOS KRLB 3RD FL +904'-2" TOS

02 APR 2015 01 APR 2015 27 JAN 2015 25 NOV 2014 17 SEP 2014 11 JUL 2014 13 JUN 2014

Date

4"


hool of Business

nstruction Project

Exterior enclosure materials for the project will be similar to those provided for the Phase I Project. High performance curtain wall, glass and painted steel canopies, terracotta cladding, stone walls and site paving are the primary exterior materials. While using a similar palette for the exteriors - simpler and more energy efficient exterior wall assemblies will be studied in the Schematic Design Phase, including a reduction of the quantities of custom terracotta shapes & sizes as well as potential reduction in thickness of terracotta panel thickness. The team is also working closely with the MEP engineers to provide a higher performance envelope in order to reduce overall energy loads/consumption.

tubes (NE corner entry) WTE-1C:Curtain wall cladding supported by painted tube steel supports and skylight edges. (Stair towers) WTE-1D:Curtain wall cladding supported by slab with skylight edges. (Conf room volume at NW corner of East Bldg) WTE-1E:Curtain wall cladding with vertical vision glass/mostly opaque wall (Kresge west and lower south facades)

Fully grouted CMU backup wall with dampproofing, and sandstone cladding (with split face and bush hammered finishes). Dimensional stones individually supported. WTE-6 Perforated Metal Screen Wall Perforated painted aluminum plate screen wall with painted aluminum supports/subgirt system attached to existing precast concrete panels.

WTE-2 Bay Windows Thermally broken curtain wall with 1” IGU’s and low-e coating on #2 surface. Insulated shadow box assembly at spandrel/sill conditions. White frit on #2 surface (all glazing)

1. Wall Types

WTE-3 Curtain Wall with Terracotta Piers

WTE-1 Curtain Wall Thermally broken curtain wall with 1” IGU’s and low-e coating on #2 surface. Insulated shadow box assembly at spandrel/sill conditions. White ceramic frit on #2 surface at selected areas - all vision glass clear (no frit) to 8’-0”. Alternate: Triple glazed IGU’s.

Thermally broken curtain wall with 1” IGU’s and low-e coating on #2 surface. White frit on #2 surface at spandrel & sill conditions. Insulated shadow box assembly and painted aluminum panels at spandrel condition. Terracotta piers with 6” mineral fiber insulation attached to curtain wall. Alternate: Triple glazed IGU’s.

Detail descriptions/locations of WTE-1 (to be developed further in Schematic Design): WTE-1A:Curtain wall cladding and full skylights supported by painted steel tubes. (Level 05 galleries, south lower façade of East Building, upper south Kresge façade, hotel entry at SE corner of East Bldg.) WTE-1B:Curtain wall cladding with full skylights and projecting glass canopy supported by painted steel

WTE-7 Painted Aluminum Screen Wall 2. Roofing/Plaza/Terrace Types R-1 Plaza waterproofing with granite paving

WTE-4 Terracotta Rainscreen

R-2 EPDM roof with granite pavers on pedestals

Galvanized steel stud framing with gypsum sheathing, water/vapor barrier and mineral fiber insulation. Terracotta cladding (flat and fluted profiles) with aluminum subgirt support system.

R-3 High albido TPO roof with super insulation (R36) Alternate: Extensive green roof

WTE-5 Stone Walls

R-4 Intensive Green Roof / Terrace (Alternate at Kresge Rooftop)

Typical Terracotta Wall Detail

rior Materials

CONCEPT DESIGN SUBMISSION -DRAFT August 16, 2013

Circulation patterns are refined to link both existing and new building components into this new heart of the business school campus. An auditorium, tiered and flat classrooms and group study spaces—all equipped with state-of-the-art technology—open directly onto the winter garden, taking advantage of central student lounge areas and café seating. Faculty offices are organized in neighborhoods which look down on the winter garden from above its glass skylight. The building culminates at the top with a collection of major events and presentation spaces that look back over the university campus, taking advantage of spectacular views of surrounding buildings and campus open spaces.

UNIVERSITY OF MICHIGAN STEPHEN M. ROSS SCHOOL OF BUSINESS KRESGE RENOVATION & NEW ACADEMIC BUILDING Client The Regents of the University of Michigan 326 E. Hoover Avenue Ann Arbor, MI 48109-1002 Architect Kohn Pedersen Fox Associates PC 11 West 42nd Street New York, New York 10036 TEL: 212.977.6500 FAX: 212.956.2526 Structural Engineer Thornton Tomasetti 51 Madison Avenue New York, NY 10010-1603 Tel: 917.661.7800 Mechanical, Plumbing, & Electrical Engineers AEI Affiliated Engineers 5802 Research Park Boulevard Madison, WI 53719 Tel: 608.238.2616 Landscape Architect SmithgroupJJR, LLC 201 Depot Street, Second Floor Ann Arbor, MI 48104 Tel: 734.662.4457

D6

8-ER

2.7

(8"x3/8" PLATE)

Geotechnical Engineer Soils& Materials Engineers Inc. (Owner's Consultant) 43980 Plymouth Oaks Blvd. Plymouth, MI 48170-2584 Tel: 734.454.9900

D4

10"

10"

TILE AS SCHEDULED

8"X3/8" PLATE

SS-1

3 2'-8 1/8"

4" J6 1'-0" J6

3 1/8"

4"

EJ

J6

13

2

ELEV LOBBY

NEW CMU

15C9

EXIST CMU

J8

7" 3" LINE OF EXP JT. BELOW

2

(EXIST HATCH / REPLACE AS REQD AT NEW DOOR CUT IW)

EJ-3A

SS-1 (JAMB TRACK FOR OCS-1)

J6 2 NEW CMU

WD-2

TILE AS SCHEDULED ELEV LOBBY

ELEV LOBBY

ELEV P5 SHAFT

SS-1

CTW-2

EJ-3A

D4

EXIST CMU

ELEV P5 SHAFT

2

15C9

O5C9

SILL AS SCHEDULED

EJ-1AF

SS-1

EXIST CMU

2

J8

EJ-3A

EJ-3A

EJ-3A

CTW-2

J8

(EXIST PATCH / REPLACE AS REQD AT NEW DOOR CUT IW)

EJ

SS-1

EJ-1FA

EJ-1FA

EXIST CMU

NEW CMU

2 7/8"

EJ

SS-1

3"

6 1/2"

3"

SS-1

7"

3"

2 7/8"

3"

2'-0 3/8"

TILE AS SCHEDULED

MOUNTING ANGLES OUTSIDE GUIDE ANGLE INSIDE GUIDE ANGLE

EXPANSION JOINT/FIRE SHUTTER @ NAB / ER ELEVATOR INTERFACE

7

SCALE: 1 1/2" = 1'-0"

EXPANSION JOINT / FIRE SHUTTER SEPARTATION @ NAB / ER INTERFACE SCALE: 1 1/2" = 1'-0"

2

EXPANSION JOINT / FIRE SHUTTER SEPARATION @ NAB / ER INTERFACE SCALE: 1 1/2" = 1'-0"

CONSTRUCTION DOCUMENTS 3 BULLETIN NO.6 2 DR7 ADDENDUM NO.2 1 DR7 DESIGN DEVELOPMENT DD PRICING SET

D4

ELEV P5 SHAFT

NEW DOOR & FRAME

ELEV LOBBY

No. Issue

O5C9

22

SCALE: 1 1/2" = 1'-0"

17

EXIST TO REMAIN

3 1/8"

REMOVE EXIST BRICK FACING

REMOVE EXIST BRICK FACING

EXPANSION JOINT / FIRE SHUTTER SEPARATION @ NAB / ER INTERFACE 2ND FLOOR

4"

EXPANSION JOINT / FIRE SHUTTER SEPARTATION @ NAB / ER INTERFACE 2ND FLOOR

02 APR 2015 01 APR 2015 27 FEB 2015 27 JAN 2015 11 JUL 2014 09 JUN 2014

Date

Seal

2.7 EXIST TO REMAIN

AV Technology Consultant Shen Milsom & Wilke 417 Fifth Avenue New York, NY 10016 Tel: 212.725.6800 Specialty Lighting LAM Partners Inc. 84 Sherman St. Cambridge, MA 02140 Tel: 617.354.4502

4"

(JAMB TRACK FOR OCS-1)

3"

3"

CTW-2

2

3 1/8"

WD-8

SS-1 2

EJ

SCALE: 1 1/2" = 1'-0"

2 SS-1

D F

NORTH WEST CORNER @ NAB / ER INTERFACE 4"

2

3"

J6

3'-0 1/4"

2'-11 1/4"

D6

J6

Civil Engineer Midwestern Consulting 3815 Plaza Drive Ann Arbor, MI 48108 Tel: 734.995.0200

SS-1

WD-8

D6

D6

SCALE: 1 1/2" = 1'-0" J6 EJ

CTW-2

D6

F J8

2

5 3/8"

1 1/2"

WD-2

E

8-ER J6

8-ER

ELEV P5 SHAFT

EXIST TO REMAIN

2

REMOVE EXIST BRICK FACING

REMOVE EXIST BRICK FACING

2

EXIST CMU WALL ELEV LOBBY

ELEV P5 SHAFT

15C9

WD-2 ELEV LOBBY

WD-2

ELEV LOBBY

15C9

15C9

15C9 WD-2

ENLARGED PLAN DETAILS - INTERIOR

EXIST TO REMAIN

EJ

ELEV LOBBY

NEW DOOR & FRAME

EXIST ER EXT. WALL TO REMAIN EJ

REMOVE EXIST BRICK FACING

J8 2

EXIST TO REMAIN

WD-2

CTW-2 J6

CTW-2 ELEV P5 SHAFT

EJ EXIST EJP.JT. GASKET TO REMAIN

Date

EXIST EXP.JT. GASKET TO REMAIN ENLARGED PLAN DETAILS - INTERIOR C:\KPF\Revit\2139_ARCH_KPF_MAIN_mlabrake.rvt A-532 4/2/2015 4:29:26 PM

Scale

EXIST EXP.JT. GASKET TO REMAIN

2'-9"

KPF Project No.

June 9, 2014 1 1/2" = 1'-0" 2139

UM Project No. P00008367 New Academic Building: UM Bldg No. 5370

WD-2

C.2-ER

C.2-ER

NEW DOOR & FRAME

EXIST TO REMAIN

21

NAB / ER INTERFACE @ ELEVATOR LOBBY 2ND FLOOR SCALE: 1 1/2" = 1'-0"

EXIST TO REMAIN

16

NAB / ER INTERFACE @ ELEVATOR LOBBY 2ND FLOOR SCALE: 1 1/2" = 1'-0"

6"

EXIST. STRUCT. POST

2'-4"

2'-4"

11

NAB / ER INTERFACE @ SW CORNER 2ND FLOOR SCALE: 1 1/2" = 1'-0"

6

NAB / ER INTERFACE @ ELEVATOR LOBBY SCALE: 1 1/2" = 1'-0"

1

A-532

NAB / ER INTERFACE @ ELEVATOR LOBBY SCALE: 1 1/2" = 1'-0"

© 2015 KOHN PEDERSEN FOX ASSOCIATES PC. All rights reserved.

Expansion Joint Plan Detail

30 Sangwook Park


2.9

2.7

7.1-ER

8-ER

2.2

8.2-ER

2

8'-8"

ER 5TH FL +916'-9" TOS

4 A-367

EXISTING INTERIORS AND EXTERIORS OF EXECUTIVE RESIDENCE AND SAM WYLY BUILDINGS NOT IN SCOPE SHOWN HATCHED, EXCEPT AS REQUIRED FOR THE DEMOLITION AND INTERIOR WORK RELATED TO THE EXTERIOR RECLAD AND OVERCLAD AS PART OF DESIGN ASSIST BY OTHERS

SIM

T.O. COPING 3'-7"

2'-6"

NAB T.O. 3RD FL PPT +907'-4"

2"

ER 4TH FL +908'-1" TOS

2'-6"

8'-8"

NAB 3RD FL +904'-10" TOS

4 A-360

10'-0"

8'-8"

14'-0"

16'-1"

ER 3RD FL +899'-5" TOS

SIM OPEN TO BEYOND

OPEN TO BEYOND

JT @ STACK 2'-6"

NAB 2ND FL +890'-10" TOS

5'-0"

ER 2ND FL +890'-9" TOS

2.9 10'-0"

16'-0"

17'-6"

17'-6"

ER LOW ROOF +885'-1" TOS

HPC-5 OPEN TO BEYOND

ER 1ST FL +874'-9" TOS

EXISTING LANDING AND CMU WALL TO BE DEMOLISHED

2'-6" 5'-0"

13'-4"

ACT-5 10'-0"

R1 FS

CTC-1 7'-6"

2599

SS-1 7'-6" PT-1 7'-6"

F V R4

PT-1 12'-7 1/2"

SS-1

P5 KRESGE

OCS

R15

R4 ACT-5 7'-6"

25E5

NAB

OCS

R4

EJ-3A

R4

R1 FS

F V

STAIR

?

F-K 25S6

?

CTW-1

FS

FS

OPEN TO BEYOND

2

SS-1 7'-6"

STORAGE

R1 FS CTC-1 7'-6" SS-1 7'-6"

EXISTING STAIR AND CMU WALL TO BE DEMOLISHED

16'-6 3/8"

EJ-2F

ELEV ROOM

9'-0 3/8"

17'-6" ER B1 FL +861'-5" TOS

2.2

SS-1 7'-6"

F BT

OPEN TO BEYOND

1'-5"

JT @ STACK NAB 1ST FL +873'-4" TOS

2.7

CANE RAIL

STORAGE

NAB 4TH FL +918'-2" TOS

The building, which has achieved LEED Silver certification, includes numerous sustainable design features. The design includes three green roofs with drip irrigation, underfloor air system, energy efficient lighting design, low consumption plumbing fixtures and on-site water retention/reuse, and the use of recycled content and locally manufactured construction materials to the maximum extent possible.

NAB LOWER FL +855'-10" TOS

OPEN TO BEYOND

SMOKE PORGE SHAFT

2'-6 1/2"

JT @ STACK

SUPPLY AIR DUCT AS ACHEDULED

1'-2 5/8"

5'-7"

KRLB 4TH FL +917'-6" TOS

LOCATION OF EXISTING FOOTING @ ELEVATOR PIT

KRLB B.O. SOFFIT +887'-3 1/2"

WT SUPPORT PER 23/A-411

7.1-ER

8-ER

6"

11

SECTION @ NORTH ER ELEVATOR

25

SCALE: 1/4" = 1'-0"

E

11 A-406

D

CEILING AS SCHEDULED

2 5/8"

HEAD @ KBL CIRC. SPACE / NAB INTERFACE SCALE: 1 1/2" = 1'-0"

19

BOTTOM OF SOFFIT

SEE 27/A-411 TRACK INTO JAMB TRACK

DOOR ON HOLD OPEN BEYOND 6" AXIOM TRIM

CEILING ( SEE RCP'S )

SCALE: 1/4" = 1'-0"

OPEN STUDY

RECEPTION

1567

1521D

SS-1

3 WALL HEAD 2.9 ALL GLASS @ FIRST FLOOR KBL / NAB INTERFACE SCALE: 1 1/2" = 1'-0"

15

PT-1 16'-6 3/8"

PRE-FINISHED WHITE TRACK ASSEMBLY.

JAMB TRACK BEYOND

WD-6

WD-6

SLIDING HORR. FIRE DOOR AS SCHEDULED SHOWN DASHED

2.7 EXP. JT. SECTION DETAIL @ 4TH FLOOR HORR SLIDING FIRE DOOR INTERFACE W/ KRESGE NORTH ATRIUM

2.2

2

14

SCALE: 1 1/2" = 1'-0"

ACT-1 13'-10"

KNIFEDEDGE

WD-6

SECTION DETAIL @ DOOR 35C1

14'-7" TO F.O.WOOD

ER 4TH FL +908'-1" TOS

19 A-635

R1

14'-1 3/8" (VIF)

FIN. FLOOR AS SCHEDULED

NAB T.O. 3RD FL PPT +907'-4"

EXSIT CMU SHOWN HATCHED

SUPPORT FOR BENCH SIM TO 6/A-613

1599

ACT-5 11'-6"

6"

SEE STRUCT DRAWINGS FOR

SUPPORT CONNECTION INFO PT-1 R1GROUND FL 15'-1 1/2" KRLB +873'-4" TOS

P5

R4

(2 1/2" STUDS) 2

2 1/2" STUDS @ 12" O.C. TO DECK ABOVE

S

DOOR ON HOLD OPEN

OCS

F V

ACT-5 EJ-3A 10'-0"

OCS

STAIR 15S6

R1

R4

SS-1

INSIDE GUIDE ANGLE

KRLB 2ND FL +890'-10" TOS

ER 3RD FL +899'-5" TOS

OC

R4

15E5 EJ-3A

R4

FS

ER 3RD FL +899'-5" TOS

C

ACCESS DOORS 24" X 24" FOR MOTOR ACCESS AT SIDE & BACK

PT-1 10'-0"

F V

JAMB TRACK FOR OCS-1

CTF-1

EJ-3A

SS-1

ELEVATOR LOBBY

FS

15C9

13

SCALE: 1 1/2" = 1'-0"

EXP.JT.SECTION DETAIL @ ER / NAB INTERFACE 2ND FLR SCALE: 1 1/2" = 1'-0"

7

FOW

KRESGE BENCH @ LEVEL 01

FOW

1 3/4" 3" 1 3/4"

18

SCALE: 1 1/2" =

R1

SS-1 8'-0"

CTC-1 KRLB GROUND FL. E 8'-0" +874'-10 1/2" TOS SS-1 8'-0"

NAB 3RD FL +904'-10" TOS

13 A-560

SS-1 8'-0" CTC-1 8'-0"

SS-1 8'-0"

3"

14'-7"

EXP.JT. W/ EXIST

LOBBY

15C7

3 A-360

8

SCALE: 1 1/2" = 1'-0"

STUD BASED TO SLAB ABOVE (PROVIDE FIREPROOFING)

ATRIUM CORRIDOR

C-K

4 A-360

8.2-ER

CLG. AS SCHD.

6" AXIOM TRIM

SECOND FLOOR RCP - NORTH ER ELEVATOR 1/4"

7

CLG. AS SCHD.

TRACK ASSEMBLY

EXTEND OVERHEAD

ER ELEVATOR PIT +850'-10" TOS

ALL EXPOSED INSIDE SURFACES TO BE PAINTED BLACK, TYP

1/2" DIA. THREADED RODS WITH NUTS & WASHERS. 12" FROM EACH END AND SPACED 2'-0" MAX IN THE OPENING

KRLB B.O. SOFFIT +887'-3 1/2"

BRACE AS REQUIRED

HSPS T.O. +914'-7 3/4

BRACE TO SLAB @ 16" O.C.

EXP.JT.S W/ EXIST

SCALE: 1 1/2" =

KRBL BUILDING

16 A-560 NAB 2ND FL +890'-10" TOS

EJ-1FA

7.1-ER

3"

8-ER

EJ-1FA

8.2-ER

3"

SILL AS SCHEDULED

FIRST FLOOR RCP - NORTH ER ELEVATOR

NEW TOPPING SLAB @ KRESGE W/ EXTRUDED POLYSTYRENE FILL

2"

NAB 2ND FL +890'-10" TOS

SCALE: 1/4" = 1'-0" 1"

6

4"

NAB 2ND FL +890'-10" TOS

1"

ER 2ND FL +890'-9" TOS

NAB BUI

LINE OF FIN FLOOR SHOWN DASHED (CARPET)

8"

ER LOW ROOF +885'-1" TOS

17

EXPANSION JOINT DETAIL @ ER ELEV

12

SCALE: 1 1/2" = 1'-0"

EXP.JT.SECTIONDETAIL @ ER / NAB INTERFACE 2ND FLR SCALE: 1 1/2" = 1'-0"

2'-0 1/2"

FOW

11 A-560

2'-8 1/4"

EXSIT CMU SHOWN HATCHED

2.9

2.7

13 A-571

3 EQ. R = 1'-5"

PT-1 16'-6 3/8"

NAB 1ST FL +873'-4" TOS

NAB LOWER FL +855'-10" TOS

ENLARGED SECTION DETAILS - INTERIOR EXPANSION JOINTS C:\KPF\Revit\2139_ARCH_KPF_MAIN_mlabrake.rvt

10 EQ R = 5'-7"

ER B1 FL +861'-5" TOS

INSIDE GUIDE ANGLE

PT-1 15'-1 1/2"

JAMB TRACK FOR OCS-1

CEILING AS SCHEDULED SS-1

F V R1

AF2

AF2

R1

EXISTING KRESGE SLAB SHOWN HATCHED

R4

EJ-3A P5 F 05E5 S SS-1 7'-1"

R4

05E5

SEE STRUCTURE DRWAWINGS FOR LINTEL / SUPPORT INFO

OCS

ACT-5 9'-0"

HINGED CEILING PANEL FOR DOOR ACCESS

R1

R4

CTW-1

ELEV RM

NC

FS

FS

NC

0591

STORAGE

LIGHT FIXTURE ATTACHED TO NAB STRUCT W/ STUD FRAMED

0600A

ELEVATOR LOBBY

OCS SS-1

ER LOW ROOF +885'-1" TOS

PT-1 9'-0"

7"

P5

R4

FIR

0597

SS-1 7'-1"

FS

SS-1

FURN. STOR.

BRACED CEILING FRAME TO CMU WALL

SS-1 7'-1" CTC-1 7'-1"

R1

A-560 4/2/2015 4:30:16 PM

ENLARGED CORE PLANS - ER NORTH STAIR C:\KPF\Revit\2139_ARCH_KPF_MAIN_swpark.rvt A-406 4/2/2015 3:54:27 PM

12 A-571

05C9 2 7/8"

3"

7"

1'-2 3/8"

EJ-3A SS-1

10"

16

HEAD / SECTION DETAIL @ER ELEV

11

SCALE: 1 1/2" = 1'-0"

Expansion Joint and Fire S hutter Section Detail SCALE: 1/4" = 1'-0"

ATRIUM CORRIDOR 05C7

CTC-1 12'-9" SS-1 7'-1" ACT-5 12'-9"

2

KNIFE EDGE

WD-6

SS-1 7'-1"

ACCESSIBLE CEILING AS SCHEDULED

SECTION @ NORTH ER ELEVATOR

PT-1 14'-6"

ELEV P5 SHAFT

ER 1ST FL +874'-9" TOS

11 A-560 SIM

9

2.2 ACT-1 13'-8"

5

10"

HEAD / SECTION DETAIL @ ER / NAB INTERFACE

7.1-ER

8-ER

8.2-ER

LOWER LEVEL RCP - NORTH ER ELEVATOR SCALE: 1/4" = 1'-0"

6

SCALE: 1 1/2" = 1'-0"

Sangwook Park 31

EXP. JT. SECTION DETAIL @ 4TH F 45C6 INTERFACE W/ KRESGE SCALE: 3" = 1'-0"


design: opt 2

rogress

City Point

Professional Works | KPF Program : Residential Tower Location : Fullton Street, Brooklyn, NY Client : EXTEL Architect of Record : SLCEArchitects,LLP Design Architect : KPF Project Team : Robert White ( Design Principal ), Bruce Fischer ( Director ) Project Year: 2015 ~ Total Area : 600,000 sf Publication : Brooklyn’s tallest tower featuring a sculptural facade, Designboom (10.03.2017) Rising 68 stories to 720 feet, Extell Development Company’s first tower in the borough marks is the final phase of Downtown Brooklyn’s City Point. Brooklyn Point will complement the character and quality of the previous City Point buildings - made possible by the rezoning of this special mixed use district. KPF is celebrated for its supertall architecture, such as the recently completed 555-meter-Lotte World Tower, South Korea’s tallest building, One Bayfront Plaza, set to be Miami’s joint-tallest building, and closer to home in New York, One Vanderbilt will overtake 432 Park as the second tallest building in the city. The tower’s façade features stacked frames that create sculptural relief accented by an interplay of light and shadow. The custom curtain wall’s double-height frames accentuate the verticality of the building and the facetted planes add depth and texture to the exterior. Designed as two folded sheets, the façade features reveals at the northeast and southwest corners and the crown angles up to a point thereby bestowing the building with an iconic profile.

Exterior Wall View A flatbush street facade design

Exterior Wall View B

gold street facade design

architecture louvers DECORATIVE louvers

terracotta fins

metal frame

low iron glass

terracotta panels

terracotta panels

low iron glass low iron glass

DETAIL PLAN ON FL 04

RETAIL louver band

retail louver band

jet mist stone

WEATHERPROOF LOUVER 10’ BEHIND ENCLOSURE LINE

AIR PLENEUM

terracotta piers

- 11 -

DECORATIVE LOUVER 75% OPEN

Podium Wall Type A in progress

32 Sangwook Park

jet mist stone base

11-18-2015 CITY POINT PHASE III - 6 -

Podium Wall Type B in progress

GOLD STREET FACADE

jet mist stone base

11-18-2015 CITY POINT PHASE III

- 16 -

Podium Wall Type C

11-18-2015 CITY POINT PHASE III


Sangwook Park 33


Partial Section

Partial Elevation

Detail Section

Partial Plan

IN - PROGRESS

IN - PROGRESS

awning operable window

nw corner living room/kitchen interior view

6’-9” wide window: typical bedroom interior view

6’-9” WIDE WINDOW: Typical living room interior view

TYP Bedroom

North West Corner Living Room

Interior Perspective at nw corner living room

- 11 -

34 Sangwook Park

ne corner living room/kitchen interior view

North East Corner Living Room

Interior Perspective at ne corner living room 11-25-2015 CITY POINT PHASE III

+ 8’-4” A.F.F. window head Height

awning operable

+ 2’-11” A.F.F. transom

- 12 -

11-25-2015 CITY POINT PHASE III


IN - PROGRESS

36”

34” 25”

OPTION A

OPTION C

OPTION B Edge Frame Study

Interior Perspective

The mixed-use tower will features 458 studio to 3-bedroom luxury residences with custom interiors and retail at its base. Over 40,000 square feet of services and lifestyle amenities at Brooklyn Point include abundant entertainment areas and unrivaled outdoor amenities. 10-21-2015 -9Located at 1 City Point (aka 138 Willoughby Street), residents will have internal access to City Point Tower, the home of DeKalb Market, Target and Alamo DraftHouse Cinema.

CITY POINT PHASE III

corner of willoughby and flatbush

in progress

-9-

11-18-2015 CITY POINT PHASE III

Sangwook Park 35


Hambrug Science Center

Professional Works | OMA

Program : Science Center, Aquarium, Office Theatre in HafenCity, Hambrug, Germany Client : HafenCity Hambrug GmbH Project Team : Rem Koolhaas, Marc Paulin, Mark Balzar, David Brown, Joao Ruivo Design Completion Year : 2007 Project Area :23,000 sm

The complex, comprising of the Science Center, Aquarium and Science Theatre, is located at the entrance to the Magdeburger harbour and sits at the end point of an urban axis from the inner Alster to the river Elbe. Situated at the waterfront in close proximity to container and cruise ships, the building marks the connection between the harbour and the city. The Science Center will become a hub Public for scientific study in Hamburg and help strengthen the city’s educational profile creating a place for the next generation of scientists Circulation Sequence to study and share knowledge. Not only will the Science Centre be linked to many other institutes in Hamburg but it will also become the generating force for innovative education and be a cultural highlight in itself. The Science Centre is constructed of 10 modular blocks that connect to form a ring shaped building. This shape and the maritime power and mass of the individual blocks resemble the character of the historical, urban waterfront development..Therefore, the building is a symbol of Hamburg’s economic strength and a representation of the city’s interest in technology and science. The exhibiton space also works on a modular principle similar to the building. This gives the curators of the space a great deal of freedom and flexibility. A variety of subjects will be able to go on display making the exhibiton centre a stage for not only scientific research but also for all aspects of our modern life. OMA.

VO LUME

NO :1 .

/

REVIS IO N

NO :5

***

R O TTER D A M ,

TU ES D A Y ,

S EP 1 8 2 0 0 7

Location file: Projects on (ro-file) Q, Hamburg Presentation, InDesign, 070918 End Presentation e.indd

PA GE

27

FUSSGÄNGER

“...the visitor is not forced to walk a predefined route to understand the exhibition. He can focus on the topics he is interested in. The Science Center does not tell a coherent linear story, but encourages the visitor to choose different ways to approach themes. Electronic guidance systems enable this indvidual orientation...”

ÜBERSEEALLEE

NEW ORLEANS STRASSE

+ 5.4 m

+ 35.0 m

+ 69.0 m

+ 52.0 m

+ 23.0 BELLE ETAGE

+ 6.0 m

+ 8.5 m

+ 6.0

O M A.

VO LUME

NO :1.

/

REVISIO N

NO :5

***

R OT T E R D A M ,

TUESDAY,

SEP 18 2007

Location file: P rojects on (ro-file) Q , H amburg Presentation, InDesign, 070918 End Presentation e.indd

PAG E

25

Structur

Necessary staircase 3+3 Elevators

ÜBERSEEPLATZ

CHICAGOKAI + 8.1 m

+ 6.5 m

Assembling

Diagram

KREUZFAHRTSCHIFFE

TECHNICAL

BASE CAMP ADDITIONAL PROGRAM

TEMPORARY EXHIBITION 3

ADDITIONAL PROGRAM

Necessary staircase 3+3 Elevators 2 structural walls

TEMPORARY EXHIBITION 2

EXHIBITION TEMPORARY EXHIBITION 1 EXHIBITION

TECHNICAL / STORAGE

PUBLIC

RESTAURANT

BELLE ETAGE EXHIBITION

FOYER

EXHIBITION

SCIENCE THEATER

PASSAGE

AQUARIUM

2 structural walls 7m distance

STRUCTURAL RING

Bracing Walls

070704-structure_diagram2.AI

Structure Concept Diagram

structural ring

building outlline

36 Sangwook Park

bracing walls

PROGRAM CIRCULATION

Circulation Diagram


O MA.

VO L U M E

NO:1.

/

REVISION

***

NO:5

RO T T E RDAM,

T UE S DAY,

S E P 18 2007

PAGE

Location file: Projects on (ro-file) Q, Hamburg Presentation, InDesign, 070918 End Presentation e.indd

4

VOLU ME

Ring von Hamburg

N O:1 .

Kreislauf statt Sackgasse

OMA.

Public plus Private

/ R EV I SI ON N O:5

ROOF

/

REVI SI ON

NO:5

***

ROT T E R D A M,

TUESDAY,

SEP 18 2007

L o c a t i o n f i l e : P r o j e c t s o n ( r o - f i l e ) Q, Ha mb u rg Presentation, InDesign, 070918 End Presentation e.indd

PA G E

22

ROOF

PRIVATE PRIVATE FLOOR 14

FLOOR 14

FLOOR 13

FLOOR 13

FLOOR 12

FLOOR 11

FLOOR 10

FLOOR 9

FLOOR 8

TE IVA

FLOOR 7

m2

FLOOR 5

m2

FLOOR 7

T UE SDAY,

FLOOR 6

FLOOR 8

FLOOR 6

PUBLICPUBLIC

m2

FLOOR 9

PR

m2

ROT T E RDAM,

FLOOR 12

FLOOR 11

FLOOR 10

TE IVA

NO:1 .

PR

VOLUME

***

O MA.

ADMINISTRATION FLOOR 5

ADMINISTRATION FLOOR 4

FLOOR 4

TEMP. EXHIBITION 2 FLOOR 3

FLOOR 3

SE P 18 2007

FLOOR 2

FLOOR 2

TEMP. EXHIBITION 1 FLOOR 1

PUBLICPUBLIC

FLOOR 0

FLOOR 1

+8.50m Hochwasser +7.50m

FLOOR -1

+5.50m

FLOOR 0

+8.50m Hochwasser +7.50m

FLOOR -1

+5.50m

+1.00m 0.00m

Section FF’

North - South Section

Sangwook Park 37

41

Concept Model

The Science Center addresses not only environmental issues but also programmatic sustainability. The function of the ten blocks that make up the building allow for large scale programmatic changes on a daily basis. The central structure accommodates the vertical circulation whereas the blocks on the west and east side are used as exhibition spaces. The curator is able to generate shortcuts, changes or create connections by means of moveable partitions. With three terraces surrounding the building the Science Centre allows access to the Hamburg city centre as well as to the West and East sides of the Magdeburg harbour. This three way axis will link the various parts of the city and bring new life into the Hafencity. It enables direct interaction between visitors and passers-by functioning as an urban stage. Various events taking place on top of the individual plateaus of the building as well as the restaurants on the terrace of the Belle Etage will stimulate activity in the Hafencity.

PAGE

B+E

Section

Longitudinal & Cross

Final Diagram 3d

Location file: Projects on (ro-file) Q, Hamburg Presentation, InDesign, 070918 End Presentation e.indd

East - West Section

Section CC’

+1.00m 0.00m

ADMINISTRATION

ADMINISTRATION

TEMP. EXHIBITION 2

TEMP. EXHIBITION 1


M 38 Sangwook Park


1. BWI_Baltimore Washington International Airport 2. National Holdings Headquater, Abu Dhabi 3. PS 315, Queens 4. Dogok Villa, Seoul Sangwook Park 39


Baltimore Washington International Airport Professional Works | SOM

Program : BWI Marshall Airport Terminal C Renovation Location : Baltimore, Maryland Project Team : Roger Duffy(Partner), Laura Ettelman(Director), Themis Haralobides(Associate) Project Year : 2011~2013(Completion) Project Area : 16,800 sm

One important part of the passenger experience occurs as security checkpoints, and the need to upgrade them is currently a common thread at many airports, says Ettelman. The new screening area at BWI includes marked improvements for passengers and staff alike. The previous C Concourse checkpoint was moved to a substantially larger location, between concourses B and C. It now boasts nine wider lanes, better lighting and a welcome view of the airfield. The improvements an important undertaking with more lanes, the checkpoint process proves to be much better for passengers than it used to be. This enables flexibility for the airport long-term and accommodates the growth of airline. The new open space created with the checkpoint dovetailed with the need to widen BWI’s C Concourse to comply with changes in egress codes - just one of the legacy issues the airport had to face.

40 Sangwook Park


The idea of having airside connections between concourses has become an important feature in airports. BWI opened its B/C Connector in April, when its new security checkpoint went live. This connection offers an open path for passengers between the 14 gates in Concourse C and the 26 gates in A and B, It also provides a vital precursor for future growth. There are two additional gates in the C Concourse which are leased by airline, so this was important from a business perspective. The new connector also allowed for additional food/beverage and retail space, enabling the airport to increase its offerings for passengers.

Sangwook Park 41


EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING TO REMAIN 7 AA’

4

5

3

2 4

5

1

11

9

6

20

10 8

10

DN

18

16

12 10

14 15

13 OUTLINE OF ROOF ABOVE

17

13

EXPANSION JOINT

22

21

’ F-F E-E’

LEGEND 1. Concessions (Silver Diner) 2. Corridor

3. Storage 4. Communications 5. Electrical Room 6. TSA Support Space 7. SSCP 8. B-C Connector 9. Concessions (Exist.) 10. Egress Stair

UPPER LEVEL PLAN

N

0

25

50

100’

11. Airline Club 12. Egress Stair (Exist.) 13. Service Elevator 14. Concessions 15. Concessions (Restaurant w/ Bar) 16. Concessions (News & Gift) 17. Concessions (Coffee / Cafe) 18. Concessions (Relocated) 19. Concessions (Exist. to be Reconfigured) 20. Gate C1 Holdroom 21. Gate C2 Holdroom 22. Gate C3 Holdroom

19

5 EXISTING TO REMAIN

EXISTING TO REMAIN 12

17

12

1 1

17

3

2

5

6

5 17

AA’

13

15

13

10

6 10

7 9

14

16

11 10

5 17

8

11

OUTLINE OF ROOF ABOVE

4 8

E-E’ ’ F-F

LEGEND

N

LOWER LEVEL PLAN 0

12 Sangwook Park

42 Sangwook Park

25

50

100’

1. Chimes Room (Exist.) 2. MAA Electric Room (Exist.) 3. Main Paging Room (Exist.) 4. Generator 5. Electrical Room 6. Mechanical Room 7. Emergency Electrical 8. Trash Compactor

9. Egress Stair (Exist.) 10. Egress Stair 11. Loading Dock 12. Baggage Claim (Exist.) 13. Future Outbound Baggage 14. AA Outbound Baggage 15. TSA Baggage Screening 16. Electrical Substation 17. Communications Room


EXISTING TO REMAIN 1

AA’

2 5

3

4 8

6 7

OPEN TO BELOW

9

10 11

14

12 13

OPEN TO BELOW 15

OUTLINE OF ROOF ABOVE

E-E’ ’ F-F

LEGEND

N

MEZZANINE LEVEL PLAN 0

25

50

100’

1. Existing Roof 2. Mens Room 3. Womens Room 4. Storage 5. Janitor Closet 6. Electrical Room 7. Observation Gallery 8. Display (Reconfigured)

9. Roof Access 10. Access Corridor 11. Egress Corridor 12. Dumbwaiter 13. Egress Stair 14. Offices (Exist.) 15. Connector Roof

BWI Airport_SOM 13

Sangwook Park 43


National Holdings Headquater Professional Works | SOM

Program : NHHQ Office Tower in Abu Dhabi, UAE Client : National Holdings Project Team : Colin Koop( Associate Director ), Jongwon Lee Project Year : 2011 - Winning Project at Competition Phase Project Area : 4,400 sm

44 Sangwook Park


Entrance

Lobby KEY PLAN KEY PLAN

DROP OFF / PARKING ZONE

A-202

A-202

P03

P02 T10

T5

T11

T10

9000

C2

C1 NOTE

8828

909 0

550 5

31.39°

PROPERTY LINE

P06

T8 17828

T5

C1

T9

1

T7

T6

T11

20.92° 358 5

P06

7° 62.7

7° 62.7

T4

T4

OPEN TO BELOW AREAWAY

SETBACK LINE

47° 10. 31.39°

1 A-252

T12

STAIR #4

T12

31 .39 °

OPEN TO BELOW AREAWAY

3585

1 A-252

T3

FOUNTAIN WITH SIGNAGE

RETAIL SHOWROOM

UP

T14

THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SYSTEMS. AS SCOPE DOCUMENT THEY DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE WORK THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

PG

2

A-201

TEL

178 28

SIKKA

DN

T2

SECURITY ELEC

PE1

PE1

PF

VIP1

DN UP

RETAIL

T/ SLAB EL. + 102.9

PE2

PE4

PE UP

T16

DESCRIPTION

DATE

CHECKED

UP

FR1

SKIDMORE, OWINGS & MERRILL LLP 14 Wall Street New York, New York 10005

5505

9090

ABU DHABI - SECTOR W59/01 PLOT : C03

PA

1

31.39°

47° 10.

7° 62.7

RECEPTION31/.39°RETAIL FLOOR C2 PLAN - GROUND SCALE

358 5

7° 10.4

1 : 100

P04

P03

SHEET :

M

NORTH POINT

909 0

DRAWING TITLE

OFFICE FLOOR PLAN -LEVELS 05, 07, 09, 11 & 13

C1

550 5

P06

8828

OF :

P02

13 APR 12

T22

Ground Floor Plan

1

OFFICE LEVEL 05 - TYPICAL LEVELS 07, 09, 11 & 13 1 : 100

T21

SCALE

1 : 100

A-105

DRAWING NUMBER

31.39°

T19

9000

SHEET :

NORTH POINT

17828

FOR MUNICIPALITY APPROVAL

4/23/2012 9:59:53 AM

4/23/2012 9:59:33 AM

T18

7° 62.7 DATE

A-100

20.92°

T19 1

1 : 100

3 BASEMENT + GROUND + 2 PARKING + 14 TYPICAL OFFICE(INCLUDE VIP)FLOORS + ROOF

ACCESS ROAD 1

13 APR 12

DRAWING NUMBER

A-201 -

GROUND LEVEL FLOOR PLAN

ABU DHABI - SECTOR W59/01 PLOT : C03

PROJECT DESCRIPTION

PARKING ENTRY / EXIT

1

NATIONAL HOLDING HEADQUARTERS

KEY PLAN

A-251 3 BASEMENT + GROUND + 2 PARKING + 14 TYPICAL OFFICE(INCLUDE VIP)FLOORS + ROOF

DRAWING TITLE

512 Seventh Ave New York, NY 10018

PROJECT NAME AND LOCATION

20. 92°

NATIONAL HOLDING HEADQUARTERS

PROJECT DESCRIPTION

IN

DATE

T20

P.O. Box 7497 Dubai, United Arab Emirates

OPEN TO BELOW

31 .39 °

16.66% UP TO LEVEL 1 8.33% UP TO 01

OPEN TO BELOW AREAWAY

PARKING ENTRY RAMPS

T18

T21

T17

512 Seventh Ave New York, NY 10018

PROJECT NAME AND LOCATION

OUT

IN

C1 P06

LOCAL CONSULTANT

UP

1 A-251

C2

APPROVED

DN

P.O. Box 7497 Dubai, United Arab Emirates

PB

3585

6000

OUT

IN / OUT

CHECKED

SKIDMORE, OWINGS & MERRILL LLP 14 Wall Street New York, New York 10005 OFFICE

LOCAL CONSULTANT

OPEN TO BELOW AREAWAY

UP

DATE

NATIONAL HOLDING P.O. Box 111966, Abu Dhabi United Arab Emirates PRINCIPAL CONSULTANT

STAIR #2

T17

STAIR #2

DESCRIPTION

OWNER NAME

T16

MECHANICAL

PRINCIPAL CONSULTANT

ELECTRICAL MECH ROOM

OPEN TO ABOVE & BELOW AREAWAY

REV . NO.

A-203

NATIONAL HOLDING P.O. Box 111966, Abu Dhabi United Arab Emirates

PD PC

SERVICE ELEV. LOBBY STAIR #5

SET PROGRESS 04/13/12 CTION CONSTRU

NOT FOR

DN

1

APPROVED

OWNER NAME

8.33% DN TO B1

A-203

Receiving

T22

PE2 STAIR #1

REV . NO.

178 28

PARK3

FR1

GENERATOR ROOM

A-202

T15

T.O. SLAB EL. 123.73

DN

ARRIVAL LOBBY 1

SHOWROOM

2

VIP2 PE3

MECHANICAL

882 8

STAIR #1

PARK2

SET PROGRESS T1 04/13/12 CTION CONSTRU NOT FOR

900 0

FIRE COMMAND CENTER

PE4

F. FLR. EL. 123.8

T15

PE3

PARK1

UP

VIP2 16.66% DN TO B1

ELEVATOR LOBBY

VIP1

STAIR #3

A-202

882 8

2

FIN. FLOOR

DN

THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SYSTEMS. AS SCOPE DOCUMENT THEY DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE WORK THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

STAIR #4

2

STAIR #6

STAIR #3

DN

OFFICE

T14

DROP OFF AREA

T2

5500

INCOMING ELEC. SERVICE EQUIP.

T13 OPEN TO BELOW

RETAIL SHOWROOM

900 0

T3

9085

ENTRY VESTIBULE

ENTRY PAVILLION

20. 92°

T13

UP

T1

NOTE

C2

31 .39 °

7° 10.4

A-201

ACCESS ROAD 1

P04

T8

ACCESS ROAD 1

T9

1

T7

T6

OF :

T20

1

FOR MUNICIPALITY APPROVAL

A-201

4F~16 Floor Plan

NOTE

T12

T.O. CENTER CORE 189.500 m

7000

7000

T.O. CENTER CORE 189.500 m

UPPER ROOF 185.900 m

UPPER ROOF 185.900 m T.O. CROWN 182.500 m

12425

12425

T.O. CROWN 182.500 m

TOP OF WATER STORAGE 175.845 m

TOP OF WATER STORAGE 175.845 m

5025

LOWER ROOF 170.075 m

5025

LOWER ROOF 170.075 m

3750

LEVEL 16 165.050 m

3750

LEVEL 16 165.050 m

3750

LEVEL 15 161.300 m

3750

LEVEL 15 161.300 m

3750 3750

LEVEL 12 150.050 m

3750

LEVEL 12 150.050 m

95900

LEVEL 10 142.550 m 3750

3750

95900

3750

LEVEL 11 146.300 m

3750

LEVEL 11 146.300 m

LEVEL 10 142.550 m REV . NO.

DESCRIPTION

DATE

CHECKED

LEVEL 08 135.050 m

NATIONAL HOLDING P.O. Box 111966, Abu Dhabi United Arab Emirates

3750

3750

LEVEL 08 135.050 m

PRINCIPAL CONSULTANT

3750

LEVEL 07 131.300 m

3750

LEVEL 07 131.300 m

LEVEL 06 127.550 m

SKIDMORE, OWINGS & MERRILL LLP 14 Wall Street New York, New York 10005

3750

3750

LEVEL 06 127.550 m

LOCAL CONSULTANT

3750

LEVEL 05 123.800 m

3750

LEVEL 05 123.800 m

4750

LEVEL 04 120.050 m

4750

LEVEL 04 120.050 m

P.O. Box 7497 Dubai, United Arab Emirates

NATIONAL HOLDING HEADQUARTERS

12400

3100

LEVEL 02 110.700 m LEVEL 01 107.600 m

4700

LEVEL 01 107.600 m

4700

12400

LEVEL 02 110.700 m

GROUND FLOOR 102.900 m

ABU DHABI - SECTOR W59/01 PLOT : C03 PROJECT DESCRIPTION

3 BASEMENT + GROUND + 2 PARKING + 14 TYPICAL OFFICE(INCLUDE VIP)FLOORS + ROOF

3100

3100

GROUND FLOOR 102.900 m

512 Seventh Ave New York, NY 10018

PROJECT NAME AND LOCATION

4600

LEVEL 03 115.300 m

4600

LEVEL 03 115.300 m

9300

DRAWING TITLE

OVERALL BUILDING ELEVATIONS - SOUTH & WEST

3100

LEVEL B2 96.700 m

3100

LEVEL B2 96.700 m

9300

LEVEL B1 99.800 m 3100

LEVEL B1 99.800 m

LEVEL B3 93.600 m

DATE

LEVEL B3 93.600 m

South Elevation

West Elevation

DRAWING NUMBER

NORTH POINT

13 APR 12

SCALE

A-201 SHEET : OF :

4/23/2012 10:00:40 AM

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SOUTH ELEVATION 1 : 200

APPROVED

OWNER NAME

3750

LEVEL 09 138.800 m

3750

LEVEL 09 138.800 m

3100

SET PROGRESS 04/13/12 TION CONSTRUC R FO T NO

LEVEL 13 153.800 m

74200

LEVEL 13 153.800 m

74200

3750

3750

LEVEL 14 157.550 m

3750

LEVEL 14 157.550 m

3100

THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL SYSTEMS. AS SCOPE DOCUMENT THEY DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE WORK THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

2

WEST ELEVATION 1 : 200

FOR MUNICIPALITY APPROVAL

1 : 200


PS 315Q

Professional Works | SOM Program : PS 315Q Elementry School Client : School Construction Authority Location : Queens, NY Project Team : Adam Semel( Associate ), Ben Porto Project Completion Year : 2011~ 2015 (Completion) Project Area : 131,000 sf Publication : New York Times (04.46.2013)

Main Entrance View

Aerial View

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Skip-Stop Floor Section Diagram

Library / Lobby / Courtyard Corridor / Gymnatorium

Logitudinal Section

Longitudinal Section 96-18 43rd Avenue , Queens| February 8, 2011

Copyright © Skidmore Owings & Merrill LLP 2011

North South - through Lobby/ Stairatorium/ Library 96-18 43rd Avenue , Queens| January 07, 2011

Sangwook Park 47 Owings & Merrill LLP 20 Copyright © Skidmore


Dogok Villa

Professional Works | arktonic Program : Residential Client : Otium Location : Dogok-dong, Seoul, Korea Project Team : Chongwoo Shin, Jin soo Baek Project Year : 2012~2015 Project Area : 9,703 sm Architects of Record : GNI Architects.

Front View

Living Room

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Dinning Room

Kitchen


Rear View

Roof View

Roof Top View

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1. Garage Coffee , Gahoedong,Seoul 2. Pilates The Fit, Dogokdong Seoul 3. Ask Alice Shoes Showroom, New York 4.Communication on Color, San Antonio 5. Touch Space, Seoul Foundation Arts and Culture 6. Conpen Cycle Sangwook Park 51


Garage Coffee

Professional Works | arktonic Program : Restaurant in Gahoe-dong, Seoul Project Team : Jin Soo Baek Project Completion Year : 2012 Design Completion Year : 2012 Project Area : 451 sm

garden

The range of the project is commercial rehabilitation of garage of 30 years old house in the historic preservation zone. It is located entrance of Bukchon Hanok Village, Korean traditional village in Seoul. There was coulple of factors which defines range of the project. The first is requirement by zoning code, which limits exterior appearance such as color or material. The second is change program from garage to café. Client want to keep garage image. Folding door allows multiple use over open deck and close. When it is closed, the garage becomes car-exhibition space. If it is opened, it is merges the café interior space. In addition, existing ceiling height is too low because it was originally designed as garage for three cars. However, the low-ceiling height is not good condition as café. Interactive lighting is applied for the lower ceiling in order to make people experience the condition as interesting phenomenon rather than inconvenience. interactive lighting

mesh metal

garage

cafe

exploded axon diagram

garage door view

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Interactive Lighting on Ceiling ansd Wall

garage

Korean Traditional Wall on the deck

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front view

mulltiple use for parking lot opened folding door

roof top garden with Korean taditional wall finishdetail (night)

view from roof top garden toward book chon, historic area of seoul

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basement floor plan

scale 1:200

roof top garden floor plan

scale 1:200

section

scale 1:100

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Pilates The Fit

Professional Works | arktonic Program : Pilates Studio Inetrior Project Team : Jin Soo Baek Project Completion Year : 2012 Design Completion Year : 2012 Project Area : 60 sm

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Studio

Materials layout is the range of the project exploration. Client wants dark brown hardwood flooring for comfortable environment as Pilates studio. I extended the material use to wall and ceiling finish. It creates white zone such as studio, office or locker room and wood zones such as corridor, like inside and outside of coconut surface. Material schedule was important issue in this project, because it was very low budget project. It was important to balance among finishing materials reflecting the concept well in limited budget. I used three types of wood finish; walnut and rosewood hardwood flooring and wenge laminate film. I used walnut hardwood flooring, more expensive and higher qualified with thick wood layer for floor finish and rosewood hardwood flooring, cheaper and thin wood layer for wall and ceiling and wenge laminate film for bench cabinet of window side. Another journey from material arrangement was corner detail between two different materials and between two different sides such as wall and ceiling. Built-in furniture for storage is arranged on window side for spatial efficiency, providing depth for view frame as well as seating area.

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shoe shelve

drawer type storage under window bench

bathroom

locker room

office

studio

Floor plan

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scale 1:150

Reflective ceiling plan

scale 1:150


locker room

laminate film wenge 26.4 sm

hardwood flooring walnut 61sm

laminate film wenge /hairline aluminum /wood flooring(walnut)

hardwood flooring walnut/ mirror glass hardwood flooring rosewoodt 26.4 sm

hardwood flooring rosewood /hardwood flooring(walnut)

hardwood flooring rosewood (corner)

hardwood flooring rosewood( door gap)

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Ask Alice Showroom Professional Works | arktonic

Program : Showroom and Office Interior at 5th Ave, New York, NY Project Completion : 2012 Design Completion Year : 2012 Project Area : 2,000 sf The range of the project exploration is defined by women’s shoes. The program was showroom for the designer’s shoes. I encounter photographer who came into the office for taking picture of shoes for New York fashion week, and his background paper roll inspired me some idea about display. It shows the way to make their product more visible on itself by infinite effect of rounded edge. I was trying to make the display shelves as background like paper roll in order to focus on their product easily. Fillet edge and frost glass shelves is the achievement through exploring range of the concept. In addition, window bench, which is finished by dark brown wenge laminate film, creates view frame toward 5th avenue of New York as symbol of fashion industry. It provides some break time admire the scenery of the street with deep depth 24 inch. In addition, it could be the seat for watching fitting model for testing shoes as well as display area. Entrance corridor is designed as linear space and the interactive lighting with motion sensor provides metaphor of runway walking.

froast glass

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lighting

wood bench

rounding


mirror

floor plan

showroom meeting table

scale 1/16” = 1’

office

bench frame with at window frame

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dispaly zone A & B

display zone C

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entrance

display shelves : froast glass and rounding off an edge

display shelves section and elevation

round effect con-

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Communication on Color

Professional Works | arktonic

Program : Interactive lighting at Hotel lobby Location : Sheraton Gunter Hotel, San Antonio, TX Client : Sheraton Gunter Hotel Project Year: 2013~ 2014 (Completed) Publication : Communication on Color in Sheraton Gunter Hotel, Design Boom (02.19.2014) Interactive Lighting at Sheraton Gunter Hotel, Sztuka Wnetza ( 03.18.2014)

DATA COLLECTING

SENSORS & DEVICE

PROGRAMED LIGHT

SITE

The interactive lighting installation ‘communication on color’ by architecture studio arktonic features in the lobby of the sheraton gunter hotel in san antonio, texas, america. wrapping around four existing columns, the design is part of a renovation project to the historic building. the original structure was built in 1837 and its main lobby is used as a public passage – it runs adjacent to the river walk and is directly across the road from the majestic theater. The interactive system consists of four input devices, a color detector, motion sensor, sound sensor and wifi – the RGB LED network responds to people’s color, motion and sound and is connected to the web by an arduino wifi shield. building a relationship between the visitor and the space, the installation also collects weather information and social media messages to provide a unique spatial experience of a responsive light show.

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ACTIVITY DIAGRAM

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Touch Space

Professional Works | arktonic Program : Media Art Exhibition held by Seoul Foundation for Arts and Culture Location : Seoul Foundation for Arts and Culture Project Year: 2016~ 2017 (Completed) Publication : YTN TV News (10.22.2017)

Touch Space is a project that started to expand spatial perception to a tactile experience that is dominated by visual experience. ‘Space’ is a conceptual term that refers to a vacant part. So touching empathy is in fact a contradictory expression. By filling in an empty portion called a negative space, the mass of the space can be instantiated. Touch Space project is questioning in two point of view. First, what is the meaning of space in the state of being excluded from vision, and how does it perceive space? Without vision, does the concept of space change? Although the sympathy that we closed our eyes does not disappear or change, we will have different ways of perceiving space, and the concept of space according to the cognitive method will also be different from that dominated by visual. Apart from the sounding of the sound to the blind, narrow classrooms and auditoriums may not differ greatly in terms of experience. Therefore, touching space can recognize the shape of space by tactile rather than visual. Second, How do we define materiality of space? Perception of space is not only about volume, but also materiality as texture or atmosphere of the brick, wood and concrete. How will glass transparency, the warmth of the bricks and the coldness of the concrete be perceived to us without vision? The recognition of the space through the touch allows you to feel the body temperature of the real space, more than the abundance of space that light gives. The work of ‘touching space’ has its meaning in a view of reinterpretation of space through tactile cognition. Virtual Reality and Motion Sensor works together with a negative space model of 1:50 scale made by the major material of the space such as glass, terracotta and concrete in oreder to maximize the tactile experience by seeing the reinterpretation of space limited by virtual experience. In terms of VR user interface, the area of physical model, where is touched by hand shows inside of the space with interactive animation responding to touch by motion sensor on VR headset, like peeling of the space.

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SEODAEMOON PRISON, SEOUL

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MIT CHAPEL, BOSTON

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GLASS HOUSE, NEW CANAAN

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Copen Cycle

Research Works | MIT Senseable City Lab Program : City Bike Program Project Team : Christine Outram, Vasilena Vasilev, Ben Waber, Brian Yang Project Year : 2008

Real Time Copenhagen is a 3 year research project by the MIT SENSEable City Lab’s in collaboration with the Municipality of Copenhagen. Within this framework, CopenCycle is a short-term project in the context of a workshop which explores the use of real time technologies to map the flow of people and resources in Copenhagen to better understand urban dynamics in real time. By revealing the pulse of the city, the project aims to show how technology can help individuals and the planning institutions to make more informed decisions about their environment with a special emphasis on the use of public spaces. In the long run, the project seeks to integrate the technologies for more detailed studies of e.g. bicycle movements, services and routes in relation to sustainable urban transportations.

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1. Architectural Monads, Harvard University GSD 2. Monocoque, Harvard University GSD 3. Mix : Program, Harvard University GSD 4. Jameica Plain Housing ,Harvard University GSD 5. Gwangbok Street Renovation, Competition 6. Pattern : Case in Synthetics Intelligence, Harvard University GSD 7. Memory Columns , Venic Architecture Biennale 8. Steretomic Permutation, Competition 9. Mutant Triangle, Korea University Sangwook Park 75


Architectural Monads

Academic Works | Harvard GSD Thesis Theme : Meaning of Parametric Design in a Bottom-Up Process Study of Konrad Wachsmann’s Experimental Structural Web, 1953 Instructor : Joe Macdonald

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3d printing model of dynamic structure

dynamic structure diagram Part Assembly and Structural Diagram The convenience with zooming in and out the project by the digital tools makes the design process is not necessary only one way as top down. In case of industrial design process such as product design based on mass production, the part design issue as bottom-up approach has advantage of the parallel process of design to manufacturing in a view of the production of replicated objects. Konrad Wachsmann was one of pioneer of mass customization in modern architecture. He invented new structure systems, which are manufactured in factory line and fabricated on site. Design generation and design production are well connected each other as industrial mass production of architectural elements. However, components are distributed just repetitively parallel or linear T_01 changed to nonlinear and asymmetry system in control the part in complexity in a whole. In digital era the repetitive array become in a view of a whole through digital parametric tools like Catia’s powercopy. For example, part design before the digital tool can be T_02 described as physical Monads of Liebniz. Digital Monad as a architectural component is considered as metaphysical elements, of T_04 which include their identical property. Even if there is some request to change size of unit to be fitted to the parts in the relationship between neighbors, the property of itself is not changed. The component design and manufacturing as mass production of identical B_01 T_01 parts is determine the dimension. The parts should be organically related each other in a single whole building system. T_04 B_02 T_03 Especially, Monadology can be discussed about self-replicating system such as patterning. As industrial object, architectural element is repetitive not just flat replication like physical phenotypical repetition but asymmetrical and genotypical organization. T_02 B_04 In addition, it is related to the idea of genetic architecture, which is an extension and transformation of the proportions that define attributes and properties of relationships among monads. In this point, Leibniz’s Mondology can be arguable in the respect that the T_03 B_03 architecture is based on the principle of the conversation of information and the principle of the combinational expansion; It is on the concept of monad as the minimal unit in a lowest hierarchy in replicating system. The information can be transited through indexical B_01architecture, the code is B_02 code like genetic algorithm. For example, in the digital algorithm like rhino script or parameter, which is constrained by formula in CATIA. Therefore, the principle of conversation of information is critical point in the digital design process, which defines identity of organization of monads in terms of design methodology related to architects’ authority as style. B_03 B_04

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Floor Panel


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Mix : Program

Academic Works | Harvard GSD Fall 2006 Program : Proposal for Art + Science Building of Harvard University Allston Campus Instructor : Timothy Hyde

Art program or public spa by program1 In other word more fixed room which facilities1 Therefore, studio surface and lab in science because required space co to each program1 In addit to the surface can have m

The project is suggestion about Science and Art building of Harvard University which is planed to move from Cambridge to Allston. Main topic is how to mix different two programs in terms of the relationship of the programs, science and art considering the local condition. Gap is not difference but the space where connection can happen with each other program. Abstract gap is between programs by study relationship between science and art and then a physical gap between the programs and urban could be brought. In terms of consideration about how gap works about different two programs, surface intruding into the gaps make interpretation about connection among science and art and urban; Some program doesn’t need to be rigid space and others such as science lab need more fixed room which laboratory facilities can be adjusted. In addition, in terms of urban approach, surface can make a new public space which can be originated from the gaps; through single surface, continuous relation can be generated.

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Monocoque

Academic Works | Harvard GSD Spring 2008 Program : monocoque frame work in architecture Instructor : Winka Dubbeldam

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The re-writing and innovation of architectural design and its structures requires a revolutionary change in the thinking of how architecture is conceived now. From the notion that a building is a composite of standardized elements such as columns floors and walls, we have to “re-think” a building being composed of mass-customized “generative components”. Prefabrication as pure repetition of standard elements is an outdated mode of operation; mass-customized units are evolving as a series of varying elements, defined by an analysis of specific performance, rather than just structural requirements. Standard repetition has been replaced by custom variation. The components’ intelligence refers more to car- and plane-design than to architectural design, is more system-based than mechanical assembly-based. Prefabrication itself is changing as well: where before it would be described as the industrial manufacturing of the same repetitive element, now units are custom-manufactured in a series of varying elements, specific for its use and in its efficiency. This more organic and systematic way of thinking is new for architects, but common ground for scientists and industrial designers.

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Jamaica Plain Housing

Academic Works | Harvard GSD Spring 2007 Program : Proposal for a high-density multi-family housing located in the suburb of Boston, Jamica Plain Instructor : Kimberly Ackert

Housing project should have argument between public and private. Especially, house is private by itself , but if several family live in same area, in terms of public space, gap between private houses should be considered. The variation of gap which is generated from the massing consisting of the wave units could be happened between each private space. The unit is constitutes of living room and bedroom and intermediate space such as dinning or kitchen or bathroom in order. Basically, these waves would be angled vertically or horizontally at 12ft distance. The constitution of the wave follows the order, of public, intermediate and private space.

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Type A : Loft

Type B : Studio

Type C : 1 Br

Type E : 2 Br Basic Cluster

Type F : 1 Br

Type G : 2 Br

The front part which faces the court yard is occupied as living room and intermediate space is for kitchen, dinning or bathroom. The rear part consists of bedrooms. In terms of aggregation, the gaps between the wave unit provides the public space for circulation of the building scale not an unit scale. Each group consists of 6 units 3 bedroom 2 bedroom and 1 bedroom and loft, live work and studio.

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Floor Plan ( Level + 31’ 6”)

Floor Plan ( Level + 21’ )

Section

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Gwangbok Street Renovation

Personal Works | Unbuilt Architecture Award from BSA / AIA Program : Urban Street Renovation Site : Gwangbok Street in Busan, Korea Design Completion : 2005 Award : Unbuilt Architecture Award fro, BSA / AIA CISCU 2005 Honorabl Mention Project Team : Sunggoo Yang, Hyungdoo Bae

The re-writing and innovation of architectural design and its structures requires a revolutionary change in the thinking of how architecture is conceived now. From the notion that a building is a composite of standardized elements such as columns floors and walls, we have to “re-think” a building being composed of mass-customized “generative components”. Prefabrication as pure repetition of standard elements is an outdated mode of operation; mass-customized units are evolving as a series of varying elements, defined by an analysis of specific performance, rather than just structural requirements. Standard repetition has been replaced by custom variation. The components’ intelligence refers more to car- and plane-design than to architectural design, is more system-based than mechanical assembly-based. Prefabrication itself is changing as well: where before it would be described as the industrial manufacturing of the same repetitive element, now units are custom-manufactured in a series of varying elements, specific for its use and in its efficiency. This more organic and systematic way of thinking is new for architects, but common ground for scientists and industrial designers.

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Street Elevation

Site Plan / Material Mapping

Street Furniture

Detail Section

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Memory Columns

Personal Works | Venice Architecture Biennale 2008

Program : Exhibition at Venice Architecture Biennale Award : Winning Project Everyville / Venice Architecture Biennale 2008 Theme : Rethinking about identity of satelite city

Memory is relative spatiality. The memory is remembered through index such as special object or place which has been left strongly. These days, the indexes of the city arise and disappear more quickly than before. When I went to my hometown which I lived in my 15 years ago, that has been changed so much that it was really hard to recognize the memorial place in my childhood. My playground is gone. This project suggests the digital column such as the system of coordinates. The X and Y position of the columns are fixed. Even if the structure of the city is changed, the columns can be index which address the memory of the city. For example, the columns in the area, Avenue Y and W street under construction of a new Unified School can accumulate the memory of the place from the construction to school event around there in the future. In addition, afeter 10 years, some building might be disappeared or new street might be constructed. Some place in outdoor may become interior space with new building construction. Through these events of the city can be remembered by the digital columns which would have been same place as 10 years ago. The Digital columns on featureless Everyville’s topography become index to remember memory of the city in the passage of time. Besides, while the columns are presenting natural factors of the city the sound, temperature of wind etc. and interacting with physical index of the city such as traffic or population etc., it is creating new cityscape.

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Pattern : Case in Synthetics Intellingence Personal Works | Exhibition

Program : Exhibition at Harvard University GSD Theme : Pattern Case in Synthetics Intelligence

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Stereotomic Permutation Personal Works | Competition

Program : UIA Velux International Competition 2006 Award : Honorable Mention/Exhibited in Guggenheim Bilbao , Spain Theme : Light o f Tomorrow

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Mutant Triangle

Academic Works | Korea University Thesis Theme : Urban Structure as Felexible Pre fabricated System Instructor : Young-Ho Yeo, Chanjoong Kim

Korea University 2004 Thesis Project Korea University 2004 Thesis Project If numerical value of panel would be standardized, the cost of installation could be reduced. Fundamentally, triangle has three sides and angles.

If numerical of panel wouldthrough be standardized, of installation beof reduced. Accordingly, 11value triangles is acquired three lengths,the a, cost b, c which constitutecould the side triangle. Fundamentally, triangle has three sides and angles. Accordingly, 11 triangles is acquired through three lengths, a, b, c which constitute the side of triangle. Homogeneous product-mathematics formula, n Hr =n+r-1 Cr-1 Homogeneous H= C H = product-mathematics C = 5 C2 =5*4/2*1 =formula, 10 n r n+r-1 r-1 3 3 3+3-1 3-1 H= C = 5 C2 =5*4/2*1 = 10 a-b-c(clockwise) and a-b-c(counterclockwise) are considered as different type, 3 3 3+3-1 3-1 and a-b-c(counterclockwise) are considered asa, different type, thata-b-c(clockwise) add one case. Therefore, whole cases of composition constituted by b, c is 11. that add one case. Therefore, whole cases of composition constituted by a, b, c is 11. In addition, 11 triangles have 18 different angles. The Process, composition of triangle panels, makes up the unfolding plan. If the sum of angles In addition, 11triangles, triangles connected have 18 different angles. The composition of triangle makes unfolding plan. If the sum of angles of three of more with matching theirProcess, same sides in the center point, panels, would be 360˚, up thethe triangles would be on a plane. of threeIf of connected withbe matching sides they in the center point, would be 360˚, the triangles be on aofplane. However, themore sum triangles, of angles of them would more ortheir less same than 360˚, could form three-dimensional space. It is would the process creating However, If the sum of angles of them would be more or less than 360˚, they could form three-dimensional space. It is the process of creating space that plane objects are acquiring space that plane objects are acquiring threedimensional property. three- dimensional property. If sum of angles - 360˚ > 0˚ center point would go up. If of sum of angles -< 360˚ > 0˚ center go up. If sum angles - 360˚ 0˚ center point point wouldwould go down. of angles 360˚ < 0˚ point centerwould pointbe would go plane. down. If sum If ofsum angles – 360˚ = 0˚ center on the If sum of angles – 360˚ = 0˚ center point would be on the plane. The development figure, formed through this process, would be in unfolding state or in folding state according to necessity of the shelter. The development figure, formed through this process, would be in unfolding state or in folding state according to necessity of the shelter.

■Process of formation of development figure ■Process of formation of development figure

■Folding process ■Folding process

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If it forms vertical If it forms verti applied. Material applied. to stand liveMater load to stand live lo addition, frame s addition, fram panels for suppor panels for sup


angles

eating

■Section of joint The composition of triangular panels is connected with non external force type which should used, if it is considered that there is not be live load.

■None External Force Type If there is no live load, non external force type would be used. Material of these panels is light, and thus its dead load is minimized

■Section of joint ■Section of joint connected with bottom

If it forms vertical structure, external force type is applied. Material of these panels is substantial efficient to stand live load and light to reduce dead load. In addition, frame structure is added to connection of panels for supporting more live load.

■External Force Type

Sangwook Park 95


â– Model work(1/50)

Three dimensional connections among spaces lead to unique experiences in the city.

TYPE_C The installation consists of five stories, and upward two floors serves as a movie theater. It makes new experiences in downtown. It has no regulated seats, entrances or exits. People in downtown flows into and out. Most spaces of installation can serve as outdoor gallery. Three dimensional line of flow make exhibition more pleasure.

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â– Section

TYPE_A

The more kinds of bus service routes, more complex flow of people. Twisted space provides division according to routes.

The Bench is useful for both people waiting for bus and pedestrian. Dividing a bus station from a sidewalk, it provides meeting spaces.

B

Bus stop is one of the places in which a lot of people crowd. Through twist, lines of flow on the street smoothly are divided as people passing and waiting the bus. The composition of triangular panels is connected with non external force type which should be used, if it is considered that there is not be live load. 0m

96 Sangwook Park


■Plan

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eriences in the city.

■The Development figure

Most of pocket parks between buildings in the city are losing their original functions. While making unusual environments, the Installation composed of triangle panels provides various events. There are three-dimensional continuous spaces, connected by lamp composed of triangle panels.

TYPE_B ■Dance performance ■Music When there is street performance, the second floor of installation is employed as a stage. Usually, hill it provides people to take a rest like hill.

■The Development Figure.

Base floor plan

Second floor plan

The space formed by composition of triangular panels is continuous. Folding panels connected with each others makes space continuity. Inner space connected with out door as well as second floor not by door or stair but by connected panels. 0m

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Sangwook Park 97


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