Elena Kim_Architectural Portfolio by Elena Kim

Architectural Architectural

PORTFOLIO PORTFOLIO ELENA KIM ELENA KIM

Architectural

PORTFOLIO ELENA KIM Contact information: E-mail: kim.elen@yahoo.com Phone: +1 647 745 7111

Table of content:

QUEENS QUAY CONDOMINIUMS

MUSEUM | WATERSHED

VILLAGE RECONSTRUCTION

SITE 14 | PIE COMPLEX

22 26

Toronto, Canada

Novosibirsk, Russia

Toronto, Canada

SENECA CITE

Toronto, Canada

VINTAGE GARDEN II Toronto, Canada

261 QUEENS QUAY EAST CONDOMINIUMS, Toronto, ON Design team: Elena Kim, Elina Kiriiak, Gihong Park, Luca Longo Location: 261 Queens Quay E, Toronto, ON Project year: 2016 The project is the part of the Queens Quay development. The site of the consominium is situated near the Lake Ontario, beside the Sherbourne Common Park. The location determines Future design of the building. Our team attempted to create condominium which involves all aspects of people’s lives. Our main targets were families, young professionals, and aged people. The biggest challenge was to create comfortable environment for all of them, without limitations for each group and at the same time stimulate tenants to communicate with one another. The condominium is divided into 3 levels: first floor includes grocery shop, restaurant, pharmacy and the two-storey community centre; second and third floors are designed for elderly people with easy access to all building facilities (such as

swimming pool, fitness rooms, daycare, party rooms, billiard and card rooms, theatre room, laundries); fourth to elevenths floors are units for families and young professionals. The roof of the podium can be used as a patio. Our team also provided 9 3-storey townhouses on the first floor due to people’s demand to have all advantages of the condominium and at the same time own a house. The three towers are rotated in order to maximize the view and get more sunlight. Thus, ¾ of the building windows have views to city skyline, Lake Ontario or the Sherbourne Common Park. The rotation of the towers dictates the structural grid and determines the location of the columns. At the parking level the grid is different to maximize the number of parking spots.

CONT

TWO-PIECE ANCHOR @

CAP FLASHING IN WALL W/ 51 COUNTERFLASHI OV TO EXTEND 20

WEEP

U SILI

TWO-PIECE ANCHOR @

TWO-PIECE SHE STAINLESS STEE

STAINLESS STEEL NONMETALLIC

Pedestrian Green Space Residential Units Amenities Retail Community Centre Vehicular / Parking

TYPICAL ABV 1 : 10

FUNCTIONAL SCHEME |SITE PLAN | PLANS

13 1

7 6

1 2

7 2 6

5 3

13mm DARK W 25mm AIRSPAC 100mm RIGID AIR/VAPOUR BA 13mm EXTRERI 152mm METAL c/w SPRAY INS 6mil POLY VAP 15.9mm GYPSU

30mm SATIN-F 70mm STEEL-F PRESSURE DIST HEATING POLYHENE SEP 20mm IMPACT20mm THERMA 250mm REINFO

4 2

8 15

20 21

26 22 8 20

DETAIL AT R 1 : 10

48000 6000

6000

440

REFER 202 FOR TYPICAL UNIT WALL TYPES, DETAILS AND FINISHES

2901

2819 W/C

W/D

75 0

5314

2103

6325

P12

LINE EXTEND OF BULKHEAD (REFER TO MECH. DRWGS) 976

345

976

4612

345

4612

STAINLESS STEEL 25 FLASHING W.I.C. PAN ON 63 NONMETALLIC SEPARATION SHEET

976

345

7x 976 66

10x

4580

W.I.C.

ACOUSTICAL SEALANT

66 TH#1

TWO-PIECE ADJUSTABLE METAL ANCHOR @ 405 O.C TYPICAL

6325

DN 15R

TH#2

DN 15R

TH#3

MASTER BEDROOM

DN 15R

TH#4

DN 15R

MASTER BEDROOM

LINE EXTEND OF BULKHEAD (REFER TO MECH. DRWGS)

440

150

OPEN TO BELOW 440

2290

3x W2

6325

440 2x

1 A6.3

2986

345

4123

OPEN TO BELOW

PW3

OPEN TO BELOW

1532

1889

REFER TH#1 FOR TYPICAL TOWNHOUSE WALL TYPES, DETAILS AND FINISHES

LIVING ROOM

REFER TH#1 FOR TYPICAL TOWNHOUSE WALL TYPES, DETAILS AND FINISHES

4296

1757

2719

REFER TH#1 FOR TYPICAL TOWNHOUSE WALL TYPES, DETAILS AND FINISHES

66 6325

401

1148

6325 MASTER BEDROOM

PW3

924

AGE-IN-PLACE SUITE (TYP.)

4478

4393

7 3794 P1

5264

8100 BATH

5x P1

LIVING ROOM

WEEP HOLES @ 610 O.C.

P1 66

MASTER BEDROOM

BATH

BRICK VENEER AT INTERMEDIATE FLOOR 319

2467

W.I.C.

KITCHEN

Level 3 Fy

Fx P20

BATH

4612

676 66

P12

PW3

217

345

2105

3173

19mm HARDWOOD 9.5mm PLYWOOD ASPHALT FELT (BUILDING PAPER) 250mm CONCRETE SLAB 22mm METAL FURRING CHANNELS @ 400 O.C TIED TO MAIN CHANNELS 12.7mm GYPSUM BOARD

295

295 P12 P1

1916

135

2188

117

66 66

FACE NAIL

TWO-PIECE SHELF-ANGLE FLASHING

P20

2049

1844

1000

FACE BOARD

P21

165

221

BATH

W/C

P1 66

AGE-IN-PLACE SUITE (TYP.)

TWO-PIECE ADJUSTABLE METAL ANCHOR @ 405 O.C TYPICAL

W/D

218

6325

6000

214 W/D

LOUNGE ROOM 15286

165

DN 29R

66 635 117

MASTER BEDROOM

KITCHEN

2901

CAST-IN-PLACE WEDGE POCKET INSERT

0 75

250

1114

0 75

3302

AGE-IN-PLACE SUITE (TYP.)

2400

214

W/C

P12 5238

PW1

UP 29R

285

SW2

1263

2049

SW3

6960

W/D

P12

PW2

A6.0

1035 440

71 .57 ° 219

UP 29R

1916

135

1056

1305

W/C

165 Y LOBB

DN 29R

2095 66

2819

9.5mm PLYWOOD ASPHALT FELT (BUILDING PAPER) 250mm CONCRETE SLAB 22mm METAL FURRING CHANNELS @ 400 O.C TIED TO MAIN CHANNELS 12.7mm GYPSUM BOARD

8096

PW1

285

2167

3276

4 1897

6324

6000

GARB. RM.

SW3

10 MIN.

ATOR ELEV

1975

135

285

KITCHEN

214 W/D

NOTE: REFER TO INTERIOR DESIGN DRAWINGS FOR LAYOUT, 19mm HARDWOOD DETAILS AND FINISHES

CORRIDOR

66 2033

71 .57 °

6000 6000

30000

250 782 250

SW3

. REF

2901

TWO-PIECE ADJUSTABLE METAL ANCHOR @ 405 O.C TYPICAL

P21

PW1 SW3

1531

0 75

2616

219

7358

W/C

285

1235

SW4

W/C

LIVING ROOM

2819

MASTER BEDROOM

P21

SW3

354

117

CAST-IN-PLACE WEDGE POCKET INSERT

CMU AT PARAPET

SW2

1755

IDOR CORR

5972

SW4

P12

KITCHEN

PEEL-AND-STICK LAPPED OVER METAL FLASHING SBPO E POLYOLEFIN) (SPUN-BONDED NONPERFORATED BUILDING WRAP LAPPED OVER PEELAND-STICK

SEALANT JOINT WITH WEEPS

ELEV. NO.2

354

2768

214 W/D

CORRIDOR

249

ELEV. NO.1

214

66 750

4475

ACOUSTICAL SEALANT

SEALANT

2300

MASTER BEDROOM

150

HING PAN ON RATION SHEET

2616

2622

2768

11200

GLE FLASHING VITY FLASHING

135

W/C

DEN

Dx KITCHEN

KITCHEN

2901

2552

LIVING ROOM

MASTER BEDROOM

440

207

MECHANICAL ROOM PW1

214 66

STABLE METAL O.C TYPICAL

KITCHEN

2795

206

LIVING ROOM

MASTER BEDROOM

214

2795

205

A7.1

P12

PW2

2819 W/C

117

LEVEL 4

214

440

SW3

1640

1347

4519

KITCHEN

LIVING ROOM

18.43°

A5.0

2819

W/C

PW1

66 850

TOP OF CMU 1200

6613

7980

OW-MODULUS SEALANT AND BACKER ROD

66 935

1181

145

S @ 610 O.C

2902

W/D

SLOPE 1%

PIECE SHELFGLE FLASHING

DEN

P1 P1

BEDROOM

6325

SUITE ROOF TERRACE

220

CKED IN CMU MIN. TURN UP PPED 100mm ASE FLASHING ABOVE PAVER

W/D

P12

2117

CONCRETE PAVER/WOOD DECKING ADJUSTABLE PEDESTAL (SEE MANUF.) Cx SLOPED 1:50 ROOFING MEMBRANE RIGID INSULATION W2 W/ CONT. VAPOUR BARRIER ON 250mm CONCRETE ROOF DECK 22mm METAL FURRING CHANNELS @ 400 O.C TIED TO MAIN CHANNELS 12.7mm GYPSUM BOARD

214

2060

STABLE METAL O.C TYPICAL

SEALANT

2901

P8 P1

PODIUM PARAPET WALL CONSTRUCTION 90mm BRICK VENEER (ABV) 25mm AIRSPACE 100mm RIGID INSULATION BOARD PEEL-AND-STICK WEATHER/AIR BARRIIER OVER SBPO BUILDING WRAP 190mm CMU BACKUP WALL 16mm THICK TWO-COAT PLASTER

117

S STAINLESSSTEEL CLEAT

W/C

MASTER BEDROOM

W/C

135

3494

PARAPET MEMBRANE LAPPED OVER ROOF MEMBRANE

KITCHEN

2819

2552

135

2X RIB AIRSPACE

214

204

214

75 0

2109

MASTER BEDROOM

2795

440

75 0

2552

LIVING ROOM

MASTER BEDROOM

2849

3021

75 0

0 75

214

2795

75 0

742 66 813 117

1602

5740

440

117 610 66

3893

P1 P12

214

440

PW2 B

P1 P1

W/C

2552

LIVING ROOM

PW2

MASTER BEDROOM

0 75

P12

MASTER BEDROOM

214

2552

REFER 202 FOR TYPICAL UNIT WALL TYPES, DETAILS AND FINISHES

3467

6000

LIVING ROOM PW2

KITCHEN P1

440

203

LIVING ROOM P1

2795

202

201

214

2794

3146

440

75 0

2552 W2

2297

BEDROOM

W2 214

2036

W2 3052

440

2400

3771

75 0

4264

1117

340

REFER 202 FOR TYPICAL UNIT WALL TYPES, DETAILS AND FINISHES

274

440

Cx A

1 : 10

SECOND | FLOOR PLAN SECTION (NORTH) ENLARGED1 PLAN WALL | DETAILS

1 : 100

23x PREFIN. MTL.

FLASHING

FLEXIBLE SHEET MEMBRANE 19mm PLYWOOD CAP T/O PARAPET

SLOPE 2%

40160

CLADDING

Level 12

ATION BOARD R BOARD RADE SHEATHING S @ 400mm O.C. ON BARRIER SYSTEM ALLBOARD

SOLID WOOD BLOCKING BATT INSULATION

36000

WOOD BLOCKING

12mm PLYWOOD 152 X 102 X 9.5 CONT. GALV. STL. ANGLE

ED GRANOLITHIC PAVING -REINFORCED GRANOLITHIC TION SLAB WITH UNDERFLOOR

PREFINISHED ALUMINUM RAILING W/ CLEAR GLASS INSTALLED ON BALCONY

PREFIN. WOOD CLADDING 38mm RIGID INSULATION (R10) (ADHERED)

1060

NG LAYER ND INSULATION ULATION D CONCRETE SLAB

3100

LIVEROOF ENGENEERING SOIL MOISTURE PORTALS LIVE ROOF LITE MODULE MIN. 40mil POLYPROPYLENE OR EDPM SLIP SHEET, EDGES OVERLAPED & SEAMED BONDING ADHESIVE EPDM, TPO PR PVC WATERPROOFING MEMBRANE INSULATION INSULATION ADHESIVE 250mm REIFORCED CONCRETE SLAB

Level 4

Level 11 250

11200

SBS MODIFIED BITUMEN CAP SHEET (TORCHED) SBS MODIFIED BITUMEN BASE SHEET (TORCHED) 3mm OVERLAY BOARD (ADHERED) 38mm RIGID INSULATION (R10) (ADHERED) AIR/VAPOUR BARRIER MODIFIED BITUMEN (TORCHED) PRIMER SLOPED CONCRETE SLAB ( SEE STRUC.)

32900

SLOPE 2%

T/O ROOF SLAB 39100 DARK WOOD RAINSCREEN WALL (W5) 13mm DARK WOOD CLADDING 25mm AIRSPACE 100mm RIGID INSULATION AIR/VAPOUR BARRIER 13mm EXTERIOR SHEATHING 152mm METAL STUDS @ 400mm O.C. c/w SPRAY INSULATION 6mil POLY VAPOUR BARRIER 15.9mm GYPSUM WALLBOARD

1000

CONCRETE PAVER/WOOD DECKING ADJUSTABLE PEDESTAL ROOFING MEMBRANE SLOPED 1:50 RIGID INSULATION W/ CONT. VAPOUR BARRIER ON 250mm CONCRETE ROOF DECK 22mm METAL FURRING CHANNELS @ 400 O.C TIED TO MAIN CHANNELS 12.7mm GYPSUM BOARD

Level 4 11200

2794

BRICK VENEER RAINSCREEN WALL (W2) 90mm BRICK VENEER 25mm AIRSPACE 100mm RIGID INSULATION BOARD AIR/VAPOUR BARRIER SYTEM 190mm CMU 22mm RESILIENT FURRING CHANNEL 12.7mm GYPSUM WALLBOARD

AGE-IN-PLACE SUITE

19mm HARDWOOD 9.5mm PLYWOOD ASPHALT FELT (BUILDING PAPER) 250mm CONCRETE SLAB 22mm METAL FURRING CHANNELS @ 400 O.C TIED TO MAIN CHANNELS 12.7mm GYPSUM BOARD

Level 3

OOF TOP OF PODIUM

8100

---

4 TH LVL3 5200

250

AGE-IN-PLACE SUITE

DETAIL AT ROOF PARAPET OF TOWER CARD ROOM

1 : 10

15.9mm DRYWALL 3.175mm MASS LOADED VINYL 15.9mm PLYWOOD RESILIENT BUSHING 22.2mm FURRING CHANNEL 92mm METAL STUDS @ 609.6mm O.C. ROXUL SAFE'N'SOUND INSULATION 15.9mm DRYWALL

SWIMMING POOL

Level 2 5000

(REFER TO ELECTRICAL/MECHANICAL DWGS.)

NOTE SLIP RESISTANT SWIMMING POOL FLOOR FINISH ON CONC. SLAB (SEE A3.7 FOR EXTENT OF POOL SURROUND)

750

HEATED SPACE

STUCCO FINISH ON 15.9mm DENGLASS SHEATHING 210mm BATT INSULATION METAL SUSPENSION SYSTEM

LINE INDICATES EXTENT OF BRICK VEENER WALL

TH LVL2 2600

ARCADE

4000

FIBRE CEMENT RAINSCREEN WALL 15.9mm CEMENT FIBRE CLADDING 22mm METAL RAIL/AIRSPACE 100mm RIGID INSULATION BOARD AIR BARRIER SYTEM 13mm EXTERIOR GRADE SHEATHING 152mm METAL STUDS @ 400mm O.C. c/w SPRAY INSULATION 6 mil POLY VAPOUR BARRIER SYSTEM 15.9mm GYPSUM WALLBOARD

15.9mm TYPE X GYPSUM BOARD 92mm METAL STUDS @ 609.6mm O.C. 89mm BATT INSULATION 15.9mm TYPE X GYPSUM BOARD 10mm AIRSPACE 64mm METAL SUDS @ 609.6mm O.C. 64mm BATT INSULATION 12.7mm TYPE X GYPSUM BOARD (MOISTURE RESISTANT)

th grd 1200

CONCRETE CURB (REFER TO LANDSCAPE DRAWINGS)

CORRIDOR STONE PAVERS LANDSCAPE BUILD-UP AND GRADING (REFER TO LANDSCAPE DRAWINGS)

Ground Floor 0

SLOPE 2% MIN.

7 CONSULTANTS MUST CHECK AND DIMENSIONS AND CONDITIONS ON REPORT ANY DISCREPANCIES TO BEFORE PROCEEDING WITH THE W

THIS DRAWING IS NOT TO BE SC

DATE

THIS DRAWING AS A INSTRUMENT PROVIDED BY AND IS PROPERTY DESIGNER AND MUST NOT BE ALT REPRODUCED.

PROJECT:

261 Queens Qu Toronto, ON, M Canada

Bayside Wa Toronto Cond

Architec

PRO

DRA

WEST WALL

1 : 25

E. Kim

August 12, 2016

DRAWING TITLE:

TRADE:

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PERSPECTIVE | FRONT ELEVATION

8 1

East

1 : 200

PERSPECTIVE | REAR ELEVATION

MUSEUM OF SUSATINABLE TECHNOLOGIES | WATERSHED, Toronto, ON Design team: Elena Kim, Luca Longo Location: 269 Queens Quay E, Toronto, ON Project year: 2016 As an important axis through the city, the Don River is punctuated by a rich historical record. The Don River lies in the Don River Watershed, one of the major watersheds in the Greater Toronto Area, and collects runoff from the southern Oak Ridges Moraine and drops 220 metres, draining into Lake Ontario 38 kilometres away. The Don river cannot be viewed as just a body of water, but should be understood as a corridor flowing along sub basins of interconnected urban and rural systems of creeks, streams, rivers, lakes, that transport water across the city landscape. This metaphor has evolved into the design concept for the museum proposal.

The site of the museum in the West Don Lands is situated near at the mouth of the river, where the city runoff terminates. This portion of land, adjacent to the Victory Soya Mills Silo and in close proximity to the waterfront, has become an abandoned, industrial brownfield sites. As a result, the museum design seeks to reconnect the city to the waterfront and strengthen the significance of the Don’s axis leading into Lake Ontario. Alluding to the concept of the watershed, the intention of the design is to collect the public on the Don mouth and make it a vibrant, accessible place with an array of programs including open public exhibits showcasing sustainable architecture, indoor and outdoor café, sculpture garden, and outdoor/indoor gathering spaces conducive to public events at the water’s edge. 11

THE WATER [shed] CORRIDOR GENERAL PUBLIC EDUCATION & COMMUNITY PREPARATION & STORAGE CURATORIAL

CONNECT

PROGRAM

WATERSHED

FUNCTIONAL SCHEME | PLANS | ELEVATIONS

20 30

4 33

19 36

6 6

15 7

10 13 11 1 11 12 12

27 26 8

18 23

14 8

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

Sculpture Garden Lobby Orientation Gallery Shop & Storage Conference Room Public W/C Cafe Kitchenette Cafe Kitchen Multipurpose/Lecture Hall Storage Gallery/Exhibition Space Collections Storage/Vault Curatorial Workroom Messy Preparation Holding Shipping & Recieving

RECONSTRUCTION OF THE VILLAGE, Russia Design team: Elena Kim, Natalia Sayfutdinova, Zarina Belousova Location: Lozhok village, Novosibirskaya obl., Russia Project year: 2010 The project of the village reconstruction is a part of future development of the Novosibirsk suburb. The village Lozhok is a science center where scientists from all over the world can present and develop their inventions. Visual analysis revealed that the place has existing settlement. The village is located on the precipice on the South side and has a pond at the entrence to the village. Our group decided to use the existing transport axes of the village and develop primary functional centers. Thus, we separated the village into 2 main parts, business/science center and residential center. On the entrance to the village business, innovative, cultural,

exhibition and industrial centers are located. There is a smooth transition between residential and business parts through public places and cultural centers. Residential part provides facilities like school, kindergarten and hospital for long term living. Most buildings are residential houses, there are high-rise buildings and townhouses close to cultural center. Business part was decided to locate close to the entrance to the village and it also has an access to the water.

FUNCTIONAL SCHEMES

Выставочный центр Бизнес центр

Каинская-Заимка

пос. Каменушка

Академ-городок

Промышленный центр

пос. Ключи

Культурный центр Научный центр пос. Шадриха

Жилой центр

функциональный анализ транспортный анализ

выставочная зона бизнес зона промышленная зона научная зона общественная зона селитебная зона зона обслуживания

внешняя магистраль внутренняя магистраль улица второстепенного значения

арендное жилье секционное жилье

детский сад школа

блокированное жилье

проезд

дома с участками

поликлиника

SITE 14 | PIE Complex, Toronto, ON

Design team: Elena Kim, Tiffany Cheung, Shahryar Nowsari, Juan Carlos Portuese, Yasin Visram, Andrew Frontini Location: 88 College street, Toronto, ON Project year: 2016 The PIE (Partners in Innovation and Entrepreneurship) complex was conceived as a research building for University of Toronto. Phase 1 of the project was a 24-storey high rise building. The first 10 storeys include research labs and 11-24 floors were intended as office spaces. The main distinguishing feature of the project was an existing church, which was decided to attach to the building. The project was on the preliminary design stage, thus the team had to create various design options with or without church. The option with the church was considered as primary and the team developed the drawings for this variant more detailed.

At the stage I joined the team the basic design was determined. The building had a central core on the intersection of two axes going from North to South and West to East. Those axes were conditioned by the location and the main pedestrian routes. Therefore, the building was divided into 4 parts. The program of the building was predetermined by the client. They provided the information of the different research labs, its minimum requiremnets and occupant loads. The biggest challenges were to define the proportional relationship and connection between the building and the church. The intend was to mimic the outline of the church and at the same time make the new building not that massive. 19

HAND SKETCHES | PLANS

PERSPECTIVE (RHINO MODEL)| REVIT MODEL

SENECA CITE, Toronto, ON Design team: Elena Kim, Martin Lariviere, David D’Andrea, Somaye Bamati, Rad Ramin, Nathalie Zegarra, Alan Moritsch Location: 1750 Finch Ave East, Toronto, ON Project year: 2017 Centre for Innovation, Technology, and Entrepreneurship (CITE) is designed for one of the Seneca college’s buildings. The client intended to receive a governmental grant for building construction, and it was decided to dedicate the building to indigenous people, their customs and attributes. Initially CITE was designed as a 3-storey building with classrooms, lecture halls and collaboration spaces. Throughout the process the client asked to add another 3 floors reserved for offices. Number 13 is very significant in indigenous people’s culture, so 13 columns were located at the front façade to support three projected boxes

For the exterior siding of those boxes the team used terracotta ceramic panels, which mimics the bark of the trees. As known bark was one of the main material for making crafts, utensils and small boxes. Inside the building the surfaces of the walls were covered with films with various ornaments, representing four natural elements: fire, water, earth and air.

ELEVATIONS | WALL SECTION | ENLARGED PLAN

REFLECTED CEILING PLAN | ENLARGED PLAN

VINTAGE GARDEN PHASE II, SJMC, Toronto, ON Design team: Patrick Chan, Dan Teh, Jacques Bergeron, Elena Kim, Rotem Yaniv, Huda Al-youbi, Ruchika Pandey Location: 1038 Mcnicoll Avenue, Toronto, ON Project year: 2017 - 2018 Vintage Garden is a brand new community development for mature adults age 55 and over comprises Life Lease residential apartments, a Community Centre and a Wellness complex. The complex is conveniently located at Victoria Park and McNicoll Avenues with access to public transportation at doorstep. The master paln of Vintage Garden will be implemmented in three phases. Phase I consists of the Life Lease Residence, Christian Church and community space. It was completed in Spring 2015 and fully occupied. Phase II consists of 14 storey Life Lease Residence with ammenities on the ground floor and a Community Centre.

It also includes an underground parking intended to serve residents of the second and third phases. Currently Vintage Garden Phase II is under construction and it is anticipated to be completed in Spring 2020. Phase III is a 3 storey health and welness complex with 2 upper floors dedicated to retirement living and common spaces and amenities on the ground floor.

MASTER PLAN

CONSTRUCTION DRAWINGS

THANK YOU For your attention