LISA KUSAKA
Architect, AIBC
lisa.kusaka@gmail.com 788.865.2963
Intern
Resume | Portfolio
contact
lisa.kusaka@gmail.com
808.892.8918
education
University of British Columbia // Vancouver, Canada
Masters of Architecture
2017 - 2021
ETH Zürich // Zürich, Switzerland
Visiting Student, Chair Christian Kerez
2019
Rhode Island School of Design // Providence, RI
Bachelors of Fine Arts, Industrial Design
2013 - 2017
software
Rhino Revit InDesign Illustrator Photoshop Lumion Enscape AfterEffects PremierePro
accomplishments
Centre of Korean Research Travel Grant
2019
Beans Justice Memorial Scholarship
2019
UBC Outstanding International Student Award
2017
work experience
Johnston Davidson Architects // Vancouver, Canada
Architectural Designer
Worked on design development, construction documents, and construction administration for a number of mass timber firehalls across Canada. Gained experience in traditional construction delivery as well as integrated project delivery.
2021 Aug — 2022 Dec
Balissat Kaçani // Baden, Switzerland — Remote
Architectural Drafter, Part-Time
Digitized drawings of 100 notable buildings in Baden, Switzerland for an upcoming publication on Baden’s architecture. Worked remotely. 2022 Jul — 2022 Oct
Office of Christian Kerez // Muharraq, Bahrain
Architectural Designer
Produced construction drawings and helped coordinate the construction of four doubly-curved concrete parking structures in Bahrain, created drawings of existing projects for El Croquis publication, and assisted with coordinating an exhibit of Kerez’s work.
2020 May — 2020 Dec
UBC School of Architecture // Vancouver, Canada
Graduate Teaching Assistant
2019 Sep — 2021 Jun
Nest Homeware // Providence, Rhode Island, USA
Furniture Designer
2017 Jun — 2017 Aug
Ontraport // Santa Barbara, CA
Graphic Designer
2016 Jun — 2016 Aug
languages
English Japanese
CV
2
*All drawings done by me unless otherwise noted.
01 02 03 04 05 06 07 08 09 10 Bahrain Parking Structures Burnaby Firehall No. 4 Pitt Meadows Firehall No. 1 Baden Architecture Exhibition & Publication A Stadium for Zürich A Tower for Pleasure A Stable and a Bridge, ca. 1731 Farnsworth Guest House Triangle Island Research Center Secwépemc Nation Artist Residency CONTENTS professional academic
3
Bahrain Parking Structures
For four months at the Office of Christian Kerez I worked as their first entirely remote intern due to COVID-19. This work included archiving former projects to be displayed at the Dubai 2020 Expo, creating new drawings for an upcoming El Croquis publication, and Rhino modeling for a renovation of Kerez’s Leutschenbach School.
I then relocated to Bahrain for four months to assist their project manager with four different multistorey doubly-curved cast-in-place concrete parking structures that are currently under construction. I produced construction drawings, specified products, coordinated with the mechanical and electrical engineer, communicated updates to the main office in Switzerland, and coordinated an upcoming exhibition of Kerez’s work to be displayed in Bahrain.
01
Type Firm Site Program Year Professional Office of Christian Kerez Muharraq, Bahrain Parking Garage 2020
4
one of four parkings under construction in Muharraq
PROPOSED PEDESTRIAN
R 1626
Final geometry of staircases and elevators to be provided after measurements of slabs on site are provided. The staircase must be approved upon review of mockup.
DET - 20.4 SLAB DETAILS DET - 12 TRAFFIC LIGHT DET - 21.4 SIDEWALK A' A DET - 9 LIGHTING DET - 9 LIGHTING DET - 9 LIGHTING DET - 9 LIGHTING DET - 9 LIGHTING DET - 8 SHAFT GUARD BOOTH - 6.1m2 desk chair x2 monitors nvr server rack AC DET-15 CCTV DET-15 CCTV 2.500 3.517 5.114 ELEVATOR 01 - FF 2.600 5.200 2.600 5.200 2.600 5.200 2.600 5.200 2.600 5.200 2.600 5.200 2.600 5.200 2.600 5.000 5.200 2.600 5.000 2.600 5.200 DET - 18 HEAT DETECTOR DET - 18 HEAT DETECTOR DET 18 HEAT DETECTOR DET - 18 HEAT DETECTOR DET - 18 HEAT DETECTOR DET - 18 HEAT DETECTOR DET 19 SOCKET, CEILING DET - 19 SOCKET, CEILING DET - 19 SOCKET, CEILING DET - 19 SOCKET, CEILING DET - 19 SOCKET, CEILING DET 19 SOCKET, CEILING Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 Ø323.9 TH 33.32 DET - 8 SHAFT 9.950 8.873 3.293 34.700 A B C 0.143 0.104 1.770 1.502 0.520 1.000 0.505 2.137 1.264 0.389 90.0° 0.233 0.792 0.150 0.165 0.775 0.861 2.160 0.368 B' A DET - 2 CAR PATH DET - 5 WHEEL STOP DET - 2 CAR PATH DET 13 CPMS DET - 11 SECURITY BOOTH DET - 13 CPMS A A' DET - 20.1 SLAB DETAILS DET - 21.2 SIDEWALK DET - 1 COLUMN DET - 3 PARKING SIGNAGE DET - 2 CAR PATH DET - 3 PARKING SIGNAGE DET - 3 PARKING SIGNAGE DET - 21.2 SIDEWALK A A' DET - 9 LIGHTING DET - 13 CPMS DET - 13 CPMS
DET 7 ELEVATOR
D-AD-AD-AØ273.1 TH 28.58 Ø273.1 TH 28.58 D-AD-AD-AD-AD-AD-AD-AD-AD-ACORNER 03 +00.291M CORNER 04 +00.291M CORNER 03 +00.157M CORNER 04 +00.208M fire alarm break-in glass +00.800 +00.800 +00.700 +00.600 +00.400 +00.300 +00.500 +00.300 +00.400 HEAD-HEIGHT 2.20 M HEAD-HEIGHT 2.10 M PT. D-A-01 PT. D-A-02 PT. D-A-03 PT. D-A-04 PT. D-A-06 PT. D-A-07 PT. D-A-08 PT. D-A-09 PT. D-A-10 PT. D-A-11 PT. D-A-12 PT. D-A-13 PT. D-A-14 PT. D-A-15 PT. D-A-05 PT. D-A-16 PT. D-A-17 PT. D-A-18 PT. D-A-19 PT. D-A-20 REINFORCED CONCRETE 0.500 0.500 R8.000 R8.500 R8.000 R3.800 R4.300 R3.800 3.700 0.500 0.500 3.700 0.500 3.700 3.700 0.500 3.700 0.500 0.500 3.700 0.500 0.500 R8.000 R8.500 R12.200 R12.700 R4.300 R3.800 0.500 0.500 0.500 R3.800 R3.800 R8.500 3.700 19 17 15 14 13 11 10 09 07 06 05 18 R5.000
washroom,
and storage. MANHOLE MANHOLE TICKET MACHINE TO BE INTEGRATED WITH BOOTH CAR PATH
Adjacent building to house
water tank, fire pump set, transfer pump, AC, electrical equipment,
WALKWAY
CORNER 03 E 461453.164, N 2903036.282, MASL +01.644M = PLOT D +00.157M
CORNER 04 E 461446.491, N 2903038.552, MASL +01.695 PLOT D +00.208M Touching Slabs Connection GL + L1 Height varies along curvature fragment of plan for construction 5
SITE
SITE
D A 4 3 2 B C A C B ELEVATION: CORNER 01 - 04 & 05 - 04
AA' FINISH FLOOR OF RAFT 220MM ELEVATION: CORNER 02 - 01 & 06 - 05
CORNER 04 - 03 FINISH FLOOR OF RAFT 220MM FINISH FLOOR OF RAFT 220MM FINISH FLOOR OF RAFT 220MM Car Path and Turn Radius Dimensions SITE CORNER 04 E 461404.392, N 2903787.785 MASL +06.106M = PLOT C +00.587M SITE CORNER 04 E 461404.392, N 2903787.785 PLOT C +06.134M +00.000 SITE CORNER 01 E 461391.628, N 2903820.231 MASL +05.519M = PLOT C +00.000M SITE CORNER 06 E 461455.320, N 2903838.134 PLOT C +06.112M SITE CORNER 02 E 461455.502, N 2903837.458 MASL +05.905M = PLOT C +00.386M +00.000 +00.000 SITE CORNER 05 E 461391.370, N 2903820.886 PLOT C +06.175M +00.000 PLOT CORNER 01 PLOT CORNER 02 PLOT CORNER 05 PLOT CORNER 06 OVERVIEW PLAN OVERVIEW QUANTITY 130 28 70 60 4,501 2,276 2,225 Concrete Projected Flat (m2) 2,301 Concrete Concrete 3D (m2) Surface Type Parking Level 0 - A Level 1 - B PLOT C 2,279 Concrete Estimated Motorbike Parking TOTAL 4,5800.704 2.314 9.861 11.019 8.654 35.571 9.449 2.623 9.845 11.425 11.256 2.265 66.207 9.845 11.425 11.256 2.265 66.207 DET - 21.3 SIDEWALK DET - 21.1 SIDEWALK DET - 21.3 SIDEWALK DET - 21.2 SIDEWALK DET - 21. SIDEWALK DET - 21.3 SIDEWALK 1000 6175 6041 4577 4627 4692 4769 4856 4949 5048 5151 7 30 53 75 97 119 140 161 181 201 221 241 260 278 296 314 332 349 366 382 398 413 429 443 458 472 486 499 512 524 537 548 5726 5629 4246 4235 4226 4221 4219 4220 4226 4234 386 401 401 390 379 367 355 344 332 319 1000 5547 5469 5391 5314 5236 5159 5082 5006 4932 4859 4788 4719 4652 4588 4528 4470 4414 4361 4310 4261 4213 4166 4121 4077 4035 3994 3955 3917 3882 3849 3818 587 579 571 564 558 554 551 550 549 550 553 557 562 569 578 588 599 612 627 644 662 682 703 726 751 777 804 833 862 892 923 1000 2618 2270 1306 454 482 509 537 564 592 619 647 674 702 729 755 782 808 834 859 884 907 931 953 974 995 1014 1031 1047 1062 1074 1085 1094 1098 1099 1098 4566 4442 4323 4207 4096 3989 3886 3787 3691 3600 3512 3429 3349 3276 3203 3134 3069 3007 2948 2890 2835 2786 2742 2703 46 368 1312 2276 2563 2568 2569 2571 324 22 7 3 1 1000 section and elevation for construction
SECTION
ELEVATION:
6
view of car ramp, car driving path delineated by texturing the concrete
1 2 D 3 1 A D F G E F G E ELEVATION: CORNER 03 - 02 & 03 - 06 A A STAIRCASE ELEVATION FINISH FLOOR OF RAFT 220MM ISSUED FOR PARKING DESIGN GUIDELINES * Following Bahrain Guidelines for the Design of Off-Street Parking Facilities 0.30 0.30 0.30 0.30 0.220 0.30 3.50 0.75 0.40 0.75 2.50 0.40 0.75 2.60 0.40 Parking Design Envelope (Clear of Walls, Columns, and Obstructions) Slopes Max. Ramp, Plot D 0 % 6 % 12 % 20 % 25 % 01. Dimensions to be verified on site by Contractor. Any deviations on site to be communicated to the Architect and Engineer 02. The slopes and angles have been designed and fit for a smooth drive. It is the responsibility of the contractor to ensure that all slopes including and specially those within the car path areas as well as turning radiuses are built according to Architect's plans. 03. For the construction of all slabs, scaffolding erection sequence and plans together with formwork, shuttering works are to be provided to the Architect for approval prior to each slab. NOTES GENERAL Muharraq Parking CLIENT GENERAL PLANNER P.O. Box 2199 - Manama - Kingdom Bahrain Authority PROJECT Road n°355 - Muharraq - Kingdrom Arsinals Engineering SITE CORNER 03 E 461464.525, N 2903804.002 MASL +06.765M = PLOT C +01.246M SITE CORNER 03 E 461464.525, N 2903804.002 PLOT C +06.194M +00.000 +00.000 SITE CORNER 03 E 461464.525, N 2903804.002 MASL +06.765M = PLOT C +01.246M SITE CORNER 03 E 461464.525, N 2903804.002 PLOT C +06.194M SITE CORNER 01 E 461391.628, N 2903820.231 MASL +05.519M = PLOT C +00.000M SITE CORNER 05 E 461391.370, N 2903820.886 PLOT C +06.175M +00.000 SITE CORNER 04 E 461404.392, N 2903787.785 PLOT C +06.134M SITE CORNER 04 E 461404.392, N 2903787.785 MASL +06.106M = PLOT C +00.587M +00.000 +00.000 3.019 66.207 11.256 2.265 35.351 8.600 10.950 9.800 3.000 9.449 9.508 9.836 2.623 9.449 9.508 9.836 2.623 DET - 21.1 SIDEWALK DET - 21.2 SIDEWALK DET - 21.5 SIDEWALK DET - 21.2 SIDEWALK DET - 21.2 SIDEWALK DET - 21.1 SIDEWALK DET - 21.3 SIDEWALK 571 5151 5257 5368 5481 548 560 571 582 587 5547 896 872 847 819 791 760 727 691 4056 4122 4198 4283 4378 4483 4597 4721 4234 4246 4260 4279 4301 4327 4356 4388 5910 5992 6074 6156 319 307 294 281 268 254 241 227 3 3 2 0 6175 235 3790 3765 3742 3723 3707 3694 3686 3681 3681 3686 3697 3714 3738 3770 3811 3861 3919 3983 4050 4119 4190 4260 4330 4399 4468 4537 4604 4671 4738 4803 4867 4930 954 985 1017 1048 1079 1109 1138 1167 1193 1217 1239 1256 1270 1278 1281 1276 1266 1253 1239 1225 1213 1203 1196 1192 1191 1192 1195 1201 1209 1218 1230 1243 4948 1246 281 609 594 582 4317 4441 4599 1000 1158 2203 2600 1098 1098 1099 1097 1093 1089 1087 1086 1085 1085 1085 1086 1087 1087 1088 1088 1087 1086 1085 1086 1088 1090 1092 1095 1097 1100 1102 1104 1105 1106 1107 1108 1108 4048 2653 2683 2712 2748 2785 2826 2868 2912 2961 3014 3068 3122 3179 3240 3304 3369 3439 3512 3588 3667 3749 3832 3918 4006 2574 2576 2577 2577 2337 1442 410 30 5 253 484
street 7
view from across the
models of all four garages 8
9
top: Rhino model elevation middle: Rhino IFC model bottom: lighting strip design test
10
top: view down car ramp middle: ramp openings between slabs bottom: concrete close-up
500 500 ELEVATION BB' 1:20 ELEVATION DD' 1:20 300 pt 16 +05.738 pt 13 +05.752 pt 9 +05.769 shuttering work edge shuttering work edge shuttering work edge pt 8 +05.773 pt 3 +05.793 pt 1 +05.800 pt 7 +05.777 pt 14 +05.747 pt 10 +05.765 pt 11 +05.761 shuttering work edge pt 5 +05.785 pt 15 +05.742 pt 4 +05.789 pt 12 +05.756 pt 6 +05.781 pt 17 +05.737 pt 2 +05.796 shuttering work edge shuttering work edge PRINCIPLE NOTES CORNER 1. mockup 2. slab engineering 3. wood 4. side 5. mockup 6. mockup 7. concrete PLANK Stagger CONCRETE CONCRETE PLANNER PROJECT +05.300 +05.500 +05.800 +05.800 +05.600 +05.400 +05.200 +05.300 +05.400 +05.900 +05.700 +06.000 +06.000 +05.700 +05.500 +05.900 168 220 2411 2525 283 185 241 283 2344 186 220 283 283 282 220 221 283 2200 283 188 607 220 3000 500 221 283 221 4000 343 282 575 282 282 4000 560 257 4000 20 4000 280 587 103 282 598 500 476 615 139 283 181 282 283 220 2274 2606 2567 2596 2472 282 309 60 220 282 500 221 2659 3000 218 281 615 2518 220 3000 220 283 2200 281 178 220 181 281 2274 220 2251 220 125 2644 320 429 2212 2606 283 2342 343 2274 541 3000 2566 2608 500 2675 2644 2465 282 283 2615 282 283 2406 282 280 2632 2624 2225 541 42 4000 282 217 139 2238 281 281 2675 154 281 2263 281 281 281 282 CORNER A3 expanded polystyrene CORNER slab intersection CORNER D1 plywood CORNER B1 plywood concrete pour interruption ELEVATION CC' 1:20 CORNER A1 CORNER C2 CORNER CORNER D3 SLAB 2 - Soffit 1:20 CORNER D2 +02.483M ELEVATION BB' 1:20 CORNER D1 +02.200M CORNER B3 +03.076M PERSPECTIVE VIEW last plank variable length slab intersection CORNER A4 +03.379M CORNER D4 +03.380M CORNER A2 +02.557M CORNER A3 +03.098M CORNER D3 +03.098M CORNER A1 +02.275M CORNER B2 +02.896M CORNER B1 +02.675M SLAB 1 - Soffit 1:20 CORNER D2 +02.483M SLAB 1 - Top 1:20 CORNER C3 +02.965M CORNER C2 +02.826M CORNER C3 +02.965M ELEVATION AA' 1:20 typical shuttering 2400x100x20mm CORNER C2 +02.826M CORNER C1 +03.380M CORNER B2 C C' X' X A' A D' D B' B C C' X' X C C' CORNER D4 +03.380M SLAB 2 - Top 1:20 CORNER D1 +02.200M CORNER D3 +03.098M CORNER A4 +03.379M CORNER B2 +02.896M A' A D' D B' B C C' CORNER B1 +02.675M CORNER C1 CORNER C1 +03.380M CORNER B3 +03.076M 5.420° plywood CORNER A1 +02.275M CORNER A2 +02.557M CORNER A3 +03.098M SECTION XX' 1:20 ELEVATION DD' 1:20 slab intersection slab intersection slab intersection slab intersection concrete ramp connection mock-up drawing instruction 11
stair and its formwork 12
2.200 +11.125 2.200 2.200 2.200 2.200 +00.375 2.200 +07.852 2.200 2.200 +15.451 2.200 +03.421 +08.125 2.200 2.200 +00.489 +08.202 +03.071 2.200 2.200 2.200 2.200 2.200 +10.750 +15.755 +03.757 +11.210 +03.209 +08.007 +11.008 D-R-04 D-R-03 D-R-02 D-R-02 D-R-01 D-R-01 D-R-03 D-R-04 D-R-01 D-R-01 D-R-03 D-R-04 D-R-04 D-R-03 D-R-02 D-R-02 28% 12% 28% 25% 29% 12% 24% 24% 12% 27% 11% 28% 20% 25% 24% 23% 2H 2D GL - L1 L1 - L2 L2 - L3 L3 - L4 4B 4A 1B 1A 4C 4D 1C 1D 4F 4E 1F 1E 4H 4G 1H 1G LEFT WHEEL, GOING DOWN SECTION
4.7M (50CM
LEFT WHEEL, GOING UP RIGHT WHEEL, GOING UP LEFT WHEEL, GOING DOWN RIGHT WHEEL, GOING DOWN LEFT WHEEL, GOING UP RIGHT WHEEL, GOING UP LEFT WHEEL, GOING DOWN RIGHT WHEEL, GOING DOWN RIGHT WHEEL, GOING UP LEFT WHEEL, GOING DOWN LEFT WHEEL, GOING UP RIGHT WHEEL, GOING DOWN RIGHT WHEEL, GOING UP RIGHT WHEEL, GOING DOWN LEFT WHEEL, GOING UP 8G 8H 5G 5H 7F 5E 5F 8E 8F 7D 5C 5D 8C 8D 5A 5B 7B 8A 8B D-R-04 D-R-03 D-R-02 D-R-01 3C 4C 1C 2C 4B 2B 4A 3A 2A 1A 1B 3B 3D4D 1D2D 1E 2E 3E 4E 2F1F 4F3F 6C 7C 8C 8D 7D 6D 5D 8E 7E 6E 5E 8F7F 6F5F 7G8G 5G6G 8H 7H 6H 5H 1H 2H 3H 4H 1G2G 3G4G 5A6A 7A8A 5C 8B 7B 6B 5B ISSUED 17.0 Car Path Turn Radius * Car Path and Turn Bahrain Guidelines. radius is 1m larger required, in order comfortable driving CONSULTANT SUB-CONSULTANT PROJECT ARCHITECT GENERAL PLANNER CLIENT 0.95 10.00° Front Overhang Front Extremity Mercedes Viano Template follows of Off-Street Car document provided Bahrain Ministry Agriculture Urban NOTES 01. Engineer 02. ensure according 03. are 04. detail according 05. staircases 06. for approval 07. 08. to its 09. so that L4 - E L3 - D L2 - C L1 - B L0 A car path analysis to measure car height and scrape clearance 13
ALONG
SAFETY EDGE)
Burnaby Firehall No. 4
Burnaby Firehall No. 4 is a two story building that utilizes a combination of mass timber and steel to meet post-disaster standards, while also expressing a material palette and post-and-beam vernacular that reflects the architectural traditions of British Columbia, Canada.
This project uses an Integrated Project Delivery (IPD) approach, which is unique in that it calls for equal collaboration between the City, Consultants, and Contractor from the very beginning of the design process. With all stakeholders involved so early on, the IPD method allows for a much higher degree of coordination, resulting in a more streamlined and economical construction delivery.
My particular role in this project was to produce design development drawings, construction documents, and to coordinate the BIM model with the other consultants.
02
Type Firm Site Program Year Professional Johnston Davidson Architecture Burnaby, BC, Canada Firehall 2022 apparatus bay rendering 14
response time analysis 15
A B C D E A D E DORM #2 110 FIRST AID W/R 209 207 CAPTAIN'S OFFICE 102 3880 2000 6910 3010 3900 3200 5500 30630 1550 QUARTERS EL. 106.910 TOP OF STRUCT EL. 100.000 FIN. FL. LEVEL 1 - QUARTERS LEVEL 1 - QUARTERS EL. 103.900 FIN. FL. LEVEL 2 - QUARTERS EL. 100.000 FIN. FL. EL. 106.910 TOP OF STRUCT QUARTERS above: elevation east facade 16
bottom: section north-south
F G H F G H APP BAY 215 116 GEAR STOR. 111 WORKSHOP 115 GYM 3420 6240 3420 2000 5500 5500 5500 EL. 99.800 FIN. FL. EL. 103.220 FIN. FL. EL. 109.460 TOP OF STRUCT LEVEL 1 - OPERATIONS OPERATIONS LEVEL 2 - OPERATIONS LEVEL 1 - OPERATIONS EL. 109.460 TOP OF STRUCT OPERATIONS EL. 99.800 FIN. FL.
17
main floor plan UP UP UP UP UP H H G G F F 1 1 2 2 10 10 D D E E A A C C B B 3 3 4 4 5 5 6 6 7 7 8 8 9 9 2.1 3.1 CONCRETE APRON ELEC RM #1 113 S3 STAIR #3 SCBA + COMPRESS. 114 ENTRY 100 S2 STAIR #2 CAPTAIN'S OFFICE 102 AFC OFFICE 103 104 WORK STATIONS KITCHEN + DINING 106A 108 ELEC RM #2 STOR. 110 118 DECON W/R #1 DECON W/R #2 119 CORR. C2 GEAR STOR. 117 WORKSHOP 115 JAN 112 105 MECH RM #1 W/R #2 109 107 RIP + RUN APPARATUS BAY 111 WILDLANDS + 2ND GEAR STOR. 116 S1 STAIR #1 101 102 103 109 108 S1A C1B 106A 120B 120A 121A 120C 119 118 C2 S3B S3A 113 111D 111E 111F 111B 111C 111A HOSE STOR. S1B COR. C3 STAIR #2 NOTES: FLOOR TO FLOOR = 3900MM 22 RISERS @ 177.3MM 20 TREADS @ 280MM = 5600MM + 1 LANDING (1200MM) STAIR #1 NOTES: FLOOR TO FLOOR = 3900M 22 RISERS @ 177.3MM 20 TREADS @ 280MM = 5600MM + 1 LANDING @ 1200MM 105 111A 112 FIN FL 100.000 100B CORRIDOR C1 HC W/R 101 WT-5B WT-5B WT-5C WT-4B 114 111B FIRST AID C1A STAIR #3 NOTES: FLOOR TO FLOOR = 3420MM 19 RISERS @ 180MM 17 TREADS @ 280MM = 4760MM 2 = 2380MM + 1 LANDING = 1200MM 1 A3.6 1 A3.6 2 A3.6 2 A3.6 2 A3.5 2 A3.5 3 A3.5 3 A3.5 FCR FCR FCR CR FCR DB VE HC FCR HC 25 LOCKERS 500 700 500 700 5 A4.7 4 A4.7 A 1.1 1.2 1 A3.5 1 A3.5 3 A3.6 3 A3.6 DB VE RR RR WT-1D A3.7 2 A3.8 2 500 700 WT-1A WT-1C WT-1C WT-1B WT-2A WT-2A WT-2B WT-2B WT-2B WT-4A WT-4C 121 EXT. STOR WT-4B WT-4A WT-4B WT-5B WT-4A WT-5B WT-6 WT-5B WT-4B W2 W1 W2 W1 W2 W3A W3A W4A W4A WT-5C WT-4B WT-5C WT-5C WT-5C WT-4B 106B G H 8570 1765 6805 A3.7 1 28525 11640 2485 3652635365 7950 13401200 3000 1200 2400 5245 2775 3000 3225 3180 6351265 2550 3810 3810 3810 8795 9000 3810 3810 3810 3810 3810 3810 3810 3810 40245 1745 3880 1500 3320 5600 5200 5600 5500 9290 4485 4685 135 5935 16275 1010 1350 1250 1000 1325 700 4200 1200 4200 1200 4200 575 2485 3652635 17000 5935 585 1000 1550 1000 1800 700 4200 1200 4200 1200 4200 1300 700 500 2560 2515 3365 2415 2360 2385 3460 2600 3990 1710 4065 3465 22801090 625 3370 17108952265 2095 19604051960140 2115 495 2160 540 515 30495 515 235 8560 235 28060 235 465 8100 31500 465 8700 125 5500 435 435 5500 16400 600 100A A3.8 3 A3.8 1 FIN FL 99.800 FIN FL 100.000 FIN FL 99.800 J WT-4C WT-4C MECH LOUVRE (COORD. W/ MECH) D C C C C DAYROOM 106B V V 111G W12 W12 W15 Q B B B B B C C C C E E E F F F F R L L L L L L FIN FL 100.000 OUTLINE OF CANOPY ABOVE OUTLINE OF CANOPY ABOVE O Z D X X X X F Y Y Y Y Y Y Y 3 A4.13 2 A4.13 4 A4.13 6 A4.13 1 A4.13 5 A4.13 P W V O F 255 4840 1751745 214511601120 3810 8351751485 5540 2605 3460 1150 2640 2860 500 1150 3850 2750 2750 1370 2185 3685 800 580 2565 2255 35 1540 130 575 35 435 1295 1060 785 2535 575 195 185 975 121B 140 1715 4465 1715 140 106C 106D 1 A4.1 4 A4.1 7 A4.1 HOSE STORAGE IS ON GRADE WITH THE APP BAYS 200MM STEP TO ACCOMMODATE CHANGE OF ELEV. 200MM STEP TO ACCOMMODATE CHANGE OF ELEV. FIRE DOOR FCR CR RR A B C D E F G H I J K L FLOOR M DRAWING MILLWORK NOTE: ELEVATIONS NOTE: A3.11 scale - 1 100 A3.1 main floor plan 1 18
exterior rendering 19
wall section assemblies
4325 395 130 975 (13 COURSES @ 63MM + 1 JOINT @ 12MM) 3045 (HEIGHT VARIES W/ ROOF SLOPE) 3700 1400 2700 2775 2800 1500 750 940 420 250 600 2185 A 10 G QUARTERS EL. 106.910 TOP OF STRUCT LEVEL 1 OPERATIONS LEVEL 2 - OPERATIONS EL. 103.220 FIN. FL. LEVEL 2 - QUARTERS LEVEL 1 - QUARTERS EL. 99.800 FIN. FL. EL. 103.900 FIN. FL. EL. 99.800 FIN. FL. LEVEL 1 - OPERATIONS EL. 100.000 FIN. FL. 112 TRAINING RM 111 201 KITCHEN/DINING JAN GYM 111 111 APP BAY 215 APP BAY DAMPPROOFING TO BOTTOM OF FOOTING GLULAM BEAM (COORD. W/ STRUCT) STRUCT SUSPENDED LINEAR WOOD CEILING EXTENT OF GLULAM COLUMN PERIMETER DRAINAGE (COORD. W/ MECH) FOOTING (COORD. W/ STRUCT) 50MM RIGID INSULATION W/ PROTECTION BOARD CURTAIN WALL PERIMETER DRAINAGE (COORD. W/ STRUCT) CURTAIN WALL STEEL NEDERMAN TRACK 8" GUTTER GLULAM BEAM (COORD. W/ STRUCT) 50MM RIGID INSULATION ALONG APP BAY PERIMETER FOR 1220MM RADIANT FLOOR HEATING (COORD. W/ MECH) EXTERIOR DAMPPROOFING TO BOTTOM OF FOOTING PERIMETER DRAINAGE (COORD. W/ MECH) OVERHEAD DOOR (COORD. W/ STRUCT) FOUNDATION WALL FOOTING TO BE COORD. W/ GLULAM BEAM (COORD. W/ STRUCT) 50MM CONCRETE FACED INSULATION EXTENT OF GLULAM COLUMN GLULAM BEAM (COORD. W/ STRUCT) 1:12 STEEL NEDERMAN TRACK PRESSED STEEL DOOR FRAME 1:12 CONCRETE HEADER (COORD. W/ STRUCT) BUILT UP WOOD BLOCKING CONCRETE APRON 50MM BELOW F.F. OF OPERATIONS SLOPING AWAY FROM BLDG (COORD. W/ CIVIL + STRUCT) DAMPPROOFING TO BOTTOM OF FOOTING (COORD. W/ STRUCT) FOUNDATION WALL FLOOR HEATING (COORD. W/ MECH) EXTERIOR 50MM RIGID INSULATION ALONG APP BAY PERIMETER FOR 1220MM F-2A WT-2 F-2B F-1A F-1B R-1A WT-3 R-1B R-1B F-1A R-1A WT-3 WT-1A F-1B
20
Pitt Meadows Firehall No. 1
Pitt Meadows Firehall is a three story mass timber and steel building designed to meet post-disaster standards, and to house a considerable and complex program list: Headquarters administration offices, gear lockers and equipment storage to service up to 40 career and paid-on-call firefighters, training rooms, and four tandem apparatus bays to hold eight vehicles. The building is also designed to act as an Emergency Operations Center and to house a back up City Server.
My particular role on this project dealt with construction administration. I assisted with a number of on-site challenges, especially with the delivery and installation of the CLT panels. My general tasks included answering requests for information, reviewing shop drawings and material samples, issuing color schedules, issuing change orders, and performing site visits and site reviews.
03
Type Firm Site Program Year Professional Johnston Davidson Architecture Pitt Meadows, BC, Canada Firehall 2022
22
main floor plan (drawn by Kimberly Allingham)
above: consruction site photos of CLT installation below: exterior rendering (done by others) 23
Baden Architecture Exhibition & Publication
I worked as a part-time remote freelancer with Swiss firm, Ballisat Kaçani, on an exhibition and publication for the Historiches Museum Baden on notable buildings in the city of Baden, Switzerland. I drew and digitized over 100 historical building plans and sections. The exhibition and publication are scheduled to for showing and release in March 2023.
04
Type Firm Site Work Year Professional Ballisat Kaçani Baden, Switzerland Exhibition & Publication 2022 0 1 10 20 PLAN 1:700 70 SEGELHOFSTRASSE 1 ABB 42 LANDLIWEG BEQIRKSGEBAUDE 0 1 5 10 20 PLAN 1:300 0 1 5 10 20 PLAN 1:700 18 BROWN-BOVERI STRASSE 7 KONNEX PLAN 1:200 45 LANDLIWEG 7 VILLA FUNK KINDERMUSEUM 0 1 5 10 20 21 HASELSTRASSE 15 1 10 20 PLAN 1:500 PLAN 1:200 24
10 GROSSE BAEDER 1 THERME BOTTA 0 50 10 100 PLAN 1:1000 01 BADSTRASSE 12 BANK 0 1 5 10 20 PLAN 1:300 119 BELVEDERE 14 PFADIHEIM 0 1 5 10 20 PLAN 1:300 PLAN 1:200 38 BURGHALDENSTRASSE 8 VILLA BAUMANN 0 1 5 10 20 0 1 5 10 20 PLAN 1:700 71 SEGELHOFSTRASSE 30-36 DREIECK-SIEDLUNG OBRIST 0 1 5 10 20 PLAN 1:700 19 BRUGGERSTRASSE 66-72 POWER TOWER 16 ROMERSTRASSE 30 0 1 5 10 20 PLAN 1:500 25
A Stadium for Zürich
The task for a new football stadium in Zürich is a politically and publically controversial project, one that has had a long and turbulent history of failed proposals and repeated competitions. This project attempts to take on this challenge by considering most of all, the role of the spectator.
The design introduces varying ways of watching the game, from implementing a media facade along the short sides facing the train tracks and highway, allowing commuters to get a glimpse of the action from afar, to inverting the typical bowl stadium form, creating an opportunity for gallery style seating that allows fans to hover over the pitch, giving a nearly birds eye view of the match. Polycarbonate panels, steel trusses, and a tension cable roof structure emphasize a sense of translucency and lightness, and at night, turns the stadium into a glowing monument that celebrates Zürich’s favorite sport.
Type Professor Collaborator Site Program Year
None
Zürich, Switzerland
Sports Stadium
2019
05
Academic Christian Kerez
1:200 massing model 26
exploded axonometric of structural components bowl 11,008 steel truss short steel truss long facade polycarbonate panels facade mesh media screen ultra fans 4,416 galleries 1,648 tension cables media 27
1:200 massing model, close up 28
above: section long below: section short 5m 0m 10m 20m 14 15 16 t s r q 33,000 19,200 9,700 7,000 33,000 18,500 14,500 10,500 3,700 7,000
AA’
BB’ 29
SECTION
SECTION
view from the bowl 30
approach to main entrance 31
floor plans shown in four quadrants
01
32
LEVEL
LEVEL 02 ground floor parking, locker rooms, storage services security, ticketing, administration
03
04 main floor seating, refreshments, toilets gallery
bars 33
LEVEL
LEVEL
seating,
A Tower for Pleasure
This project is about the city of Vancouver, specifically regarding the city’s relationship to its rainy weather, its understanding of public space, and the agglomeration of podium towers that constitute much of the downtown. As a response to the underlying tension between these three topics, this project proposes a public observation tower for Vancouver, in an area that is slated to be saturated with new luxury condo developments. A tower for pleasure, a tower that does not generate revenue, is radically useless, a waste in the eyes of the market. But then, profit is not architecture’s only measure of value.
This building, though its purpose is to enjoy the view at the end, is really about the journey upward, and the vertical circulation of people and rain. The architecture focuses on three main elements: stairs, handrails, and the steel mesh curtains, and how the different arrangement of these few things can create varying spatial experiences.
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Type Professor Committee Committee Site Program Year Academic Thesis Leslie Van Duzer Blair Satterfield Guy Mclintock Vancouver, Canada Observation Tower 2021 01 1515 ALBERNI Buro Ole Scheeren 03 1608-1616 WEST GEORGIA Pelli Clarke Pelli Architects 02 1550 ALBERNI Kengo Kuma 05 1640 ALBERNI SOM SITE 06 1668-1684 ALBERNI Bing Thom Architects 07 1728 ALBERNI Heatherwick Studio luxury condo developments surrounding the site 34
near the top of the tower 35
above: site plan below: beginning to ascend 0 25 50 02 03 03 05 06 07 07 01 36
looking down through the facade 37
a pool appears after a storm 0 5 10 38
subtle change in ground topo causes puddling 0 5 10 39
section 40
the facade guides water, and divides space 41
A Stable and a Bridge, ca. 1731
The year is 1731, and the site is Stowe Park, in Buckinghamshire, England. Livestock play a key role in the economic success of Stowe, but the animals are perceived merely as commodities, much less living creatures. The irrational perception of animals born out of a blurry combination of symbolism, function, and the boundaries we impose upon them, presents the question: How does an animal’s spatial condition inform the way we understand it?
Two interventions at Stowe visualize architectures that privelege nonhuman characters, and the benefits of designing for interaction rather than exclusion. While this project is set in the past, the issue posed is contemporary. Animals have never had more rights or respect, yet we still face issues of industrialized slaughter, factory farming, and animal testing. This exercise uses historical context as a tool to critique on the present, and speculate on the future.
Type Professor Collaborator
Site Program
Year
Academic Fionn Byrne
Valia Puente
Buckingham, UK
Stable & Bridge
2018
DUCK food, entertainment HORSE transportation DEER entertainment, decor, status symbol FOX material COW food, material PARROT entertainment, status symbol 07
function and status of common livestock found at Stowe House & Gardens 42
existing landscape conditions of animals at Stowe 43
parrot deer horse 0m 500m map of animal territories and boundaries 44
duck cow fox
interventions 0m 300m site map, design interventions shown in red 45
HORSE RAMP
Straight and gentle slope for horses to comfortaby enter the raised barn
PARROT MENAGERIE
Rather than a small cage kept in the main house, parrots are kept in a double height menagerie
WILD VEGETATION
Southern wind carries seeds from the parrot cage into the landscape, growing into dense coverage for foxes
GARDEN Vegetation and shrubbery to provide food and natural toys for parrots
MANURE COLLECTION
Facade opens to reveal system for manure removal
“the dining hall” 46
WIDE, DEEP STREAM
Crossing point for cows to reach different grazing pastures, and masks scent so deer can move safely through the landscape
DEER GUARD
Cows operate as obstacles, protecting deer from hunters
DECOY
Funnel shaped stream references original duck decoys, encouraging ducks to congregate near the bridge
BRIDGE
Raised covered arches provide safe nesting and sleeping areas for ducks
SPARSE TREES
Combination of trees and pasture allow deer to graze and provides protection
“palladian decoy” 47
“the dining hall” render and section 48
“palladian decoy” render and section 49
Farnsworth Guest House
Envisioned as a temporary residence for those maintaining or studying Mies van der Rohe’s iconic Farnsworth House, this design exercise proposes a guest house on the same property. This sibling archecture borrows and inverts elements from the Farnsworth House: the floor plan organization and proportions are similar, and it mimics Farnsworth’s structural approach. However, rather than offering a panoramic view of the forest and river, the guest house is completely walled off, with views only to an interior courtyard garden. It is cautious instead of proud, conscious of the flood plain in the context of the climate crisis, nestled in the trees rather than an object in the landscape.
Type
Professor Site Program Year Academic Greg Johnson Plano, Illinois Guest House 2020
08
The guest house, while exploring similar themes of modern domesticity and our relationship to nature, attempts to reflect on what has changed in the last 70 years, and what has remained the same. site plan with flood plain marker and proposed guest house 50
1.5 ˚ A’ 1 5
A B composite diagram of gues house plans and elevations 51
B’
Triangle Island Research Station
A minimal housing solution, a prefabricated living container hosts two capsule beds, ample storage, shelving, and a window to the outdoors. Shipped to Triangle Island with the beds disassembled, each container ferries food, research equipment, and building materials for the phased assembly of a small research centre on a remote and sensitive site.
The first container carries the floor system, the second bringing the wall materials, and the third holds the roofing materials. Building materials are precut and of light wood, minimizing helicopter fuel and construction waste, and also allowing for faster and easier onsite construction. Assembly is simultaneous with occupation, as each container is able to provide immediate shelter once emptied of its contents. The deliberate placement of the containers and their entrances, enclosed by perimeter walls, organize the program through their negative space - voids for a vestibule, a kitchen, and a shared workspace.
09
above: section perspective below: floor plan and prefab container 52
Type Professor Collaborator Site Program Year Academic Annalisa Meyboom Arnold Jung Triangle Island, Canada Research Station, Dormitory 2019
three phases helicoptered onto site 53
Secwépmec Nation Artist Residency
Designed with the daily inhabitation of the artist residents in mind, a folding sawtooth roof wraps an artist workshop, creating spaces for conversation, collaboration and display. North-facing clerestories light up the double height workspace, while east and west courtyards frame views of the land. Large glass sliding doors open up to exterior work areas available for seasonal use.
A resource library runs along the main space to the north, preserving artifacts while simultaneously putting them on display – inspiring artwork that may extend the traditions of the past. A smaller south-facing courtyard for lounging is adjacent to the entrance and kitchen, where both artists and visitors can meet and converse.
Type Professor Collaborator Site Program Year
Academic
Joanne Gates
Arnold Jung
108 Mile, Canada Gallery, Residence
10
1:200 massing model
2019 54
site plan 55
A A 1 2 6 7 5 6 3 4 4 UP UP 1m 2m 3m main level plan 56
Porch Roof
Clear corrugated panels
Roof
Standing seam metal roof supported by CLT panels // 243mm depth
Truss
Glulam members // 200mm depth
Cable cross bracing
*Brought to the site in two pieces (18m and 11m lengths)
Walls (Residence, Type C Occupancy)
Light wood frame // 2x4s
*Exterior wall thickness is 200mm to account for exterior insulation
Floor (Residence, Type C Occupancy)
Light wood frame // 2x12s beams span exterior wall to glulam, braced with joists
Bridge Glulam beams // 456mm depth
Timber decking // 43mm depth
Walls (Truss support)
Light wood frame // 2x6s
Glulam beam // 256mm depth
Columns
Heavy timber // 200mm width
Walls (Artist Workshop, Type A Occupancy)
Concrete retaining base // 400mm width
Light wood frame // 2x4s
Floor Concrete slab on grade
Glulam beams supporting light wood frame // 456 mm depths
exploded structural diagram
57
1:50 sectional model interior 58
1:50 sectional model exterior 59
southern courtyard, view from the kitchen 60
F1
Concrete screed 2 1/2” (see eng)
4” Structural slab (see eng.)
R1
Corrugated metal roo ng
Hat tracks @ 16” c/c
W1
Wood siding 3/4”
Wood strapping 1“x3” Pine @ 16“ c/c
Structural glulam beam (see. eng)
R2
(2) 3/4“ Polystyrene panel
Polyethylene 0.0006” (air barrier)
F2
4” Structural slab (see eng.)
(2) 3/4“ Polystyrene panel
Polyethylene 0.0006” (air barrier)
3 layer SPS membrane
Light cement panel 7/8”
(3) 3/4” Polystyrene panel
CLT structure (see eng.)
R2
Corrugated metal roo ng
Hat tracks @ 16” c/c
Russian plywood grade A grooved
Joist #2 pine 2”x12” @ 16” c/c
Powdercoated cal. 22 folded gutter
(2) 3/4” Polystyrene panel (R7 cont.) with air barrier liner
Plywood 7/8“
Mineral batt insulation “Roxul” 6“ (R24)
Studs #2 pine 2”x6“ @ 16” c/c
Wood strapping 1“x3” Pine @ 16“ c/c
GWB Board 5/8” joints sealed and painted
W2
(2) 3/4” Polystyrene panel
Bitumen coating 2 layers
Concrete foundation wall (see eng.)
Bitumen coating 2 layers
W1 W2
Cavity lled (polyurethate)
(2) 2”x10” wood lintel
Flashing cal. 22 ermal break
Treated wood joist 2”x12” @ 16” c/c
(2) 3/4” Polystyrene panel
Sealant & mineral batt insulation
Air vent
R1 F1 F2
Powdercoated cal. 22 folded gutter
French drain 4” diam. with geotextile membrane cover with 6” of 3/4” net gravel
Retaining wall (see eng.)
Draining cavity with river rocks
Wood siding (see W1)
French drain 4” diam. with geotextile membrane cover with 6” of 3/4” net gravel
in projection 108 HALLWAY 109 SOUTH COURTYARD
Gutter seen
Light cement panel 7/8” 6”
Light cement panel 7/8”
section detail AA 0m 0.5m 1m 1.5m 61
LISA KUSAKA lisa.kusaka@gmail.com 808.892.8918