CURRICULUM VITAE EDUCATION Ozyka Videlia
09/2018 Present
University of Toronto BA - Bachelor of Arts in Architectural Studies, Landscape Architecture
09/201205/2015
Humber College Advance Diploma - Architectural Technology EXPERIENCE
19 Bathurst Street, Toronto, ON M5V 0N2 (437) 983-3216 ozyka.videlia@mail.utoronto.ca
05/2021 02/2022
Landscape Architecture Work-study - North Design Office (Toronto) Assistance with research and landscape arcitecture projects at North Design Office. Conducted field work at Ontario Place to do tree inventory using Field Map of the ArcGIS, as part of the effort to protect it as a heritage and cultural landscape. The field work further supported the Future of Ontario Place project to counter propose the privatization proposal for the site.
02/2019 05/2019
Architectural Technologist - ARCAD Computer Aided Drafting Ltd. (Toronto) Interpreted construction documents and client drawings, including landscape, structural, mechanical, and architectural drawings, as part of design development phase of complex multi-unit residential projects. Created and revised architectural BIM models in Revit to suit client requirements. Produced high-quality working drawings both in Revit and AutoCAD, including floor plans, sections, elevations, and details.
05/2015 05/2018
Design and Drafting Technologist - Windspec Inc. (Toronto) Prepared assembly, fabrication and shop drawings using AutoCAD, as well as modified and redesigned existing product drawings to solve various problems with the products.
05/2014 12-2014
Co-op - Architectural Technologist - Toro Aluminum (Toronto) Drafted windows schedules for estimation of total window area, analyzed sets of working drawings. Assisted senior estimators in preparing estimates of probable costs of materials, labor and equipment. Liaised with various departments to understand domain specific technicalities in the received design.
11/2013 05/2015
International Students Recruitment Ambassador - Humber College International Center (Toronto) Assisted Humber International Recruitment Team in a variety of administrative duties including local and international graduate certificates, Humber annual booklets and overseas correspondences. HONORS & AWARDS
01/2020
2020 Grand Prize Winner of a Design Challenge - Reina Condos This competition challenges participants to design a kitchen and bathroom for their soon-to-be built condo units.
PROFESSIONAL SKILLS
05/2013
Graphic Photoshop, Illustrator, InDesign, Hand-drawing
2013 First Year Honor Roll Status - Humber College This is an award for students with best performance of the year.
02/2013
2013 #3 Architectural Wood Frame Construction Model Competition Humber College This competition is a model making competition for the wood frame models that students make as part of the curicullum of the semester.
10/2012
2012 Honorable Mention Certificate Architectural Mass Model Competition - Humber College This competition is a model making competition for the mass models that students make as part of the curicullum of the semester.
Modelling Rhino, Revit, Sketchup CAD AutoCAD, Revit Microsoft Office Word, Excel, Power Point GIS ArcGIS, Blender GIS, Field Map by ArcGIS
VOLUNTEER WORKS / ACTIVITIES 09/2020 12/2020
Tutor - Toronto City Mission Toronto City Mission is Christian-based a non-profit organization that supports children from low-income families intellectually and spiritually.
07/2013
Habitat Ambassador - Habitat for Humanity Helped building a house on site for disabled clients and volunteered at their retail store.
Calgary Toronto Mie (Japan)
Rio de Janeiro
Project Location
CONTENT ARCHITECTURAL TECHNOLOGY PROJECTS 1.
Hanging - How to Design Almost Nothing
6
2.
CAD Works and Revit Works
8
3.
Model Making
30
LANDSCAPE ARCHITECTURE PROJECTS 4.
Greening the Schoolyard - 123 Fern Avenue Public School Schoolyard Design
33
5.
The Bike Hub Project - Queen and Dufferin St Intersection
44
6.
Past, Present, and Future of MOMA - MOMA Rio de Janeiro Landscape Design
48
7.
Don River Ravine System - Betty Sutherland Trail Park Regeneration
60
8.
Acid Rain Impacts on Japanese Ritual - Ise Jingu Shrine, Japan
65
9.
Natural Reconciliation - Calgary, Alberta
68
to be continued.
ARCHITECTURA PROJ
AL TECHNOLOGY JECTS
01 HANGING ARC201 | Daniels U of T BA Fall Studio | 2019
Isometric
This project explored the word Hanging and visualized it into a structure, which was made of cantilevered strips that run from the top of each column to just before touching the ground, creating the hanging illusion. The hanging strips were at 3 different heights and organized based on the given 9 column grid system.
N
0m
6
1m
2m
2 | FLOOR PLAN (GROUND LEVEL)
Floor Plan B
A
A
B
N
0m
1m
2m
OZYKA VIDELIA
Sections 3 | LATTITUDE AND LONGITUDE SECTIONS
OZYKA VIDELIA
SECTION A-A 0m
1m
2m
SECTION B-B 0m
1m
2m
OZYKA VIDELIA
7
WORKS 02 CAD Residential Wood-frame Construction | Humber College Architectural Technology | 2015
8
9
CAD WORKS cont.
Multi-story Industrial Building | Humber College Architectural Technology | 2015
10
11
SYNTHETIC WATERPROOF'G MEMBRANE ON TREATED 2-38 X 89 W'D FRAM'G AT 1200 O.C. ANCHORED TO MASONRY WITH 10Ø BOLTS
16 EXT. GRADE PLYW'D
275
PREFIN. MET. CAPFLASH'G SECURED WITH MET. CLEATS OR STARTER CLIPS
GRAVEL BALLAST
10Ø ANCHOR BOLTS AT 1200 O.C.
75 RIGID INSULATION 400 2 BLK. CRS.
13 G.W.B. 40 CORRUG. GALV. STEEL DECK
SOLDIER BRICK COURSE
SLOPE DOWN MIN. 2%
PARAPET REINFORCING FILL BLK. CRS. WITH GROUT (CONC.) 4800
4800
U / S STEEL ROOF DECK 265 X 10 STEEL PLATE
65
PARAPET REINFORCING FILL BLK. CRS. WITH GROUT (CONC.)
190 CONC. BLOCK LINTEL REINF. WITH 2-15M T.&B. AND FILLED WITH 21 MPa CONC.
U / S STEEL ROOF DECK U / S STEEL ROOF DECK O.W.S.J @2000 O.C. 50 RIGID INSULATION
PLASTIC MORTAR
STRUCTURAL STEEL BEAM
SPACE FOR BEAM DEFLECTION / MOVEMENT JOINT
FLASHING SEALANT & BACKER ROD 50 X 150 THERM. BROKEN ALUM. FRAME
BOTTOM CHORD EXTENSION WHERE REQ'D 15
STEEL ANGLE CLIPS SPACE FOR BEAM DEFLECTION / MOVEMENT JOINT
INSULATING GLASS UNIT 65
10 355
90
50 190
ELASTOMERIC MEMBRANE AIR/VAP. BARRIER 190 CONCRETE BLOCK
SHIP'G & RECEIV'G 118
25 90 90 FACE BRICK 25 AIR SPACE 50 RIGID INSULATION ELASTOMERIC MEMBRANE AIR/VAP. BARRIER 190 CONCRETE BLOCK
ASSEMBLY
2985 15 BLK. CRS. / 50 BRICK CRS.
90 FACE BRICK 25 AIR SPACE 50 RIGID INSULATION
4800 25 BLK. BRS.
25
4800 25 BLK. CRS.
50
150
L - 75 X 75 X 8 HANGERS @800 0.C. WELDED TO STRUCT. STEEL BEAM AND PL - 335 X 10
355
190
80 60
116
GALV. LADDER TYPE JOINT REINFORCING WITH PLASTIC CLIPS @400 O.C. VERT.
GALV. LADDER TYPE JOINT REINFORCING WITH PLASTIC CLIPS @400 O.C. VERT.
MORTAR DROP'G CONTROL MESH
12 PREMOULDED JOINT FILLER & SEALANT
100
FIN. FLOORING ON 100 CONC. SLAB 0.15 POLYETH. D.P.C. 150 COMPACTED GRANULAR FILL
WEEP HOLES
FIN. FLOORING ON 100 CONC. SLAB 0.15 POLYETH. D.P.C. 150 COMPACTED GRANULAR FILL
WEEP HOLES FLASHING T.O. CONC. SLAB
MORTAR DROP'G CONTROL MESH
12 PREMOULDED JOINT FILLER & SEALANT
000
FLASHING T.O. CONC. SLAB 000
SEALANT FINISHED GRADE 150
80 100
210 290
200 DEEP REINF.CONC. FOOTING ON UNDISTURBED SOIL
1 A-5
4 A-5
12
WALL SECTION SCALE: 1:20
PLAN DET. AT COL'N SCALE: 1:10
100
PERFORATED DRAINAGE MAT 100Ø MIN. DRAINAGE PIPE WITH 150 MIN. CRUSHED STONE
1050
CEMENT STUCCO ON GALV. MET. REINFORCING MESH 290 REINF. CONC. FOUND'N WALL
50 EXTRUDED POLYSTYRENE INSUL'N DAMPPROOF'G COATING
125 X 50 X 10 EPOXY COATED STEEL ANGLE SECURED WITH WEDGE ANCHOR INSERTS 1250
125 X 50 X 10 EPOXY COATED STEEL ANGLE SECURED WITH WEDGE ANCHOR INSERTS
200
150
SEALANT FINISHED GRADE
CEMENT STUCCO ON GALV. MET. REINFORCING MESH 290 REINF. CONC. FOUND'N WALL
80 100
210 290
200 DEEP REINF.CONC. FOOTING ON UNDISTURBED SOIL
2 A-5
5 A-5
50 EXTRUDED POLYSTYRENE INSUL'N DAMPPROOF'G COATING PERFORATED DRAINAGE MAT 100
150
STEEL ANGLE CLIPS
1000 15 BRICK CRS.
O.W.S.J. @ 2000 O.C.
1050
JOIST BRIDGING WELDED TO STRUCT. STEEL BEAM
100Ø MIN. DRAINAGE PIPE WITH 150 MIN. CRUSHED STONE
WALL SECTION WITH HIGH LEV. WINDOW SCALE: 1:20
ELEV. OF H.M. SCREEN SCALE: 1:25
1250
13 G.W.B. 40 CORRUG. GALV. STEEL DECK
824 12 BRICK CRS.
PREFIN. MET. CAPFLASH'G SECURED WITH MET. CLEATS OR STARTER CLIPS
SLOPE DOWN MIN. 2%
80
TREATED 38 X 89 W'D FRAM'G
TREATED 38 X 140 W'D
16 EXT. GRADE PLYW'D TREATED 38X140 W'D
200
275
80
D
400 2 BLK. CRS.
SYNTHETIC WATERPROOF'G MEMBRANE ON
7
TREATED 2-38 X 89 W'D FRAM'G AT 1200 O.C. ANCHORED TO MASONRY WITH 10Ø BOLTS TREATED 38 X 89 W'D FRAM'G 16 EXT. GRADE PLYWOOD SEALANT AIR/VAP. BARRIER CARRIED OVER PARAPET & SEALED TO WATERPROOF'G MEMBRANE
`
SYNTHETIC WATERPROOF'G MEMBRANE ON
TREATED 2-38 X 89 W'D FRAM'G AT 1200 O.C. ANCHORED TO MASONRY WITH 10Ø BOLTS
16 EXT. GRADE PLYW'D TREATED 38 X 140 W'D
7
TREATED 38 X 89 W'D FRAM'G
7
PREFIN. MET. CAPFLASH'G SECURED WITH MET. CLEATS OR STARTER CLIPS
275
80
16 EXT. GRADE PLYWOOD SEALANT
235
120
AIR/VAP. BARRIER CARRIED OVER PARAPET & SEALED TO WATERPROOF'G MEMBRANE
10Ø ANCHOR BOLTS AT 1200 O.C. PARAPET REINFORCING FILL BLK. CRS. WITH GROUT (CONC.)
SLOPE DOWN MIN. 2%
400
SOLDIER BRICK COURSE
4800
U / S STEEL ROOF DECK
GRAVEL BALLAST 75 RIGID INSULATION 13 G.W.B. 40 CORRUG. GALV. STEEL DECK JOIST BRIDGING WELDED TO STRUCT. STEEL BEAM
265 X 10 STEEL PLATE 50 RIGID INSULATION ELASTOMERIC MEMBRANE AIR/VAP. BARRIER
STEEL ANGLE CLIPS
355
SPACE FOR BEAM DEFLECTION / MOVEMENT JOINT
50 190
STEEL ANGLE LINTEL
1795 9 BLK. CRS.
O.W.S.J. @ 2000 O.C.
SEALANT 190 CONC. BLOCK LINTEL REINF. WITH 2-15M T.&B. AND FILLED WITH 21 MPa CONC.
25 90
424 (HEADROOM REQ'D)
3050 (OPENING HEIGHT + 450)
DRUM AND TORSION SPRING
TRACK HANGER
SHIP'G & RECEIV'G 118
50 X 150 ALUM. FRAME WITH INSUL. GLASS
00
R4
150
TRACK BRACKETS
65
2600 (OPENING HEIGHT)
C-CHANNEL STEEL
SHIP'G & RECEIV'G
ALUMINUM TRESHOLD
SEALANT
SEALANT
100
118
25
95
T.O. CONC. SLAB 000
150
100
FIN. FLOORING ON 100 CONC. SLAB 0.15 POLYETH. D.P.C. 150 COMPACTED GRANULAR FILL
70
150
12 PREMOULDED JOINT FILLER & SEALANT
25
CEMENT STUCCO ON GALV. MET. REINFORCING MESH 290 REINF. CONC. FOUND'N WALL
50 EXTRUDED POLYSTYRENE INSUL'N DAMPPROOF'G COATING 80 100
210 290
100
H.M. DOOR FRAME SECTION DET. SCALE: 1:5
PERFORATED DRAINAGE MAT 100Ø MIN. DRAINAGE PIPE WITH 150 MIN. CRUSHED STONE
7 200
200 DEEP REINF.CONC. FOOTING ON UNDISTURBED SOIL
7 A-5
1050
145
125 X 50 X 10 EPOXY COATED STEEL ANGLE SECURED WITH WEDGE ANCHOR INSERTS
80
3 A-5
WALL SECTION WITH O.H. DOOR SCALE: 1:20
275
JAMB ANCHOR SEALANT
146 HOLLOW METAL JAMB 100
FLASHING
65
ALUMINUM TRESHOLD
ALUMINUM TRESHOLD BEYOND
6x
ALUMINUM DOOR C-CHANNEL STEEL
8
275
A-5
3 96
STEEL ANGLE ROLLER AND TRACK
HINGE 16 G.W.B.
50
6 A-5
JAMB DET. AT O.H. DOOR SCALE: 1:5
50 X 150 H.M. ALUMINUM FRAME GLASS UNIT
80
80
WEATHERSHIP MOULDING (ALUMINUM)
SCALE: 1:5
JAMB ANCHOR
TOTAL OPENING
D
PLAN DET. AT H.M. DOOR FRAME
SEALANT & BACKER ROD 22 FURRING CHANNEL @ 400 0.C.
9 A-5
PLAN DET. AT H.M. SCREEN SCALE: 1:5
13
D
1 80
275
80
275
JOIST BRIDGING WELDED TO STRUCT. STEEL BEAM 13 G.W.B.
400 2 BLK. CRS.
40 CORRUG. GALV. STEEL DECK
GALV. LADDER TYPE JOINT REINFORCING WITH PLASTIC CLIPS @400 O.C. VERT.
SLOPE DOWN MIN. 2%
SLOPE DOWN MIN. 2%
7200
7
U/ RO
STRUCT. STEEL BEAM 793
U / S STEEL ROOF DECK 190 CONC. BLOCK LINTEL REINF. WITH 2-15M T.&B. AND FILLED WITH 21 MPa CONC. 6400
6
200
STEEL ANGLE CLIPS 7 A-6
O.W.S.J. @ 2000 O.C.
T/O 2ND FLOOR
15 COMPRESSION JOINT FILLER
116
AC. TILE IN SUSPEND. T-BAR SYSTEM
275
150 65
1221
176
16 G.W.B. ON 22 MET. FURR'G CH. REVEAL CHANNEL
AUX. RM. 211
50 190
90 FACE BRICK 25 AIR SPACE
CONF. RM.
25 90
355
1266
50 RIGID INSULATION
201
ELASTOMERIC MEMBRANE AIR/VAP. BARRIER
1x
90 FACE 25 AIR
ANGLE BRIDGING AT TOP & BOTTOM CHORDS OF O.W.S.J.
190 CONCRETE BLOCK
5 INSU
Dx
92 MET. STUD FRAM'G WITH DIAG. BRACING WELDED AS REQ'D
80 275
ELAST MEM AIR/VAP. B
190 CO
70145
3600
3
T/O 2ND FL. SLAB
T/O FL. S
92
PLASTIC MORTAR
800
TITLE
WEEP HOLES
WEEP H
FLASHING T/0 1ST FLOOR
T/0 FL 2800
90 FACE BRICK
2
222
265 X 10 ST. PLATE
16 G.W.B. SEALANT & BACKER ROD
70
65
STUCCO WALL SYSTEM -16 G.W.B. -9.5 BASE COAT -9.5 BROWN COAT -3.2 FINISH COAT
16 G.W.B.
LOBBY
80
SEALANT & BACKER ROD
102
1989
150 65
16 G.W.B. ON 22 FURR'G @400 O.C. ON 38 CARRY CH. @1200 O.C., 140 FIBR BATT INS
STUCCO WALL SYSTE -16 G.W -50 RIGID INSU -9.5 BASE CO -9.5 BROWN CO -3.2 FINISH CO
SEALANT & BACKER ROD
176
PL-335X10 WELD TO ANGLE HANGE
VESTIBULE
LOBBY
SEALANT BACKER RO
101
102
50 X 1 THERMALLY BROK ALUM. FRA
MORTAR DROP'G CONTROL MESH
140
150
1200
65
INSULAT GLASS U
WEEP HOLES FLASHING
100 CONC. PAVING 150 COMPA GRANULAR F 600
FIN. FLOORING ON 100 CONC. SLAB 0.15 POLYETH. D.P.C. 150 COMPACTED GRANULAR FILL
000
T SLOPE DOWN MIN. 2%
1 A-6
14
210 290
100
WALL SECTION SCALE: 1:20
PERFORATED DRAINAGE MAT 100Ø MIN. DRAINAGE PIPE WITH 150 MIN. CRUSHED STONE 200 DEEP REINF.CONC. FOOTING ON UNDISTURBED SOIL
1050
80 100
290 REINF. CONC. FOUND'N WALL 200 DEEP REINF.CONC. FOOTING ON UNDISTURBED SOIL
200
50 EXTRUDED POLYSTYRENE INSUL'N DAMPPROOF'G COATING
1250
150
SEALANT
T/0 CONC. SLAB
100
T.O. CONC. SLAB
100
100 CONC. PAVING ON 150 COMPACT. GRANULAR FILL
VINYL BASEBOARD
2 A-6
WALL SECTION SCALE: 1:20
210 100
290
80 100
50 EXTRUD POLYSTYRE INSU DAMPPROO COAT PERFORAT DRAINAGE M 100Ø M DRAINAGE P WITH 150 M CRUSHED STO
C TREATED 2-38 X 89 W'D FRAM'G AT 1200 O.C. ANCHORED TO MASONRY WITH 10Ø BOLTS
80
2
SYNTHETIC WATERPROOF'G MEMBRANE ON
275
TREATED 38 X 89 W'D FRAM'G U/S STEEL ROOF DECK
16 EXT. GRADE PLYWOOD DRIP
4800
400 (2 BLK. CRS.)
16 EXT. GRADE PLYW'D 3 A-6
275
80
STARTER CLIP SEAL FLASHING TO AIR/VAP. BARRIER
TREATED 38 X 140 W'D AL. ROCKER FLG.
10Ø ANCHOR BOLTS AT 1200 O.C.
WEEP HOLES @ 600 O.C.
7200
800
/ S STEEL OOF DECK
PREFIN. MET. CAPFLASH'G SECURED WITH MET. CLEATS OR STARTER CLIPS
T/O 2ND FLOOR
SECURE MET. FLASHING IN REGLET
FIBREBOARD CANT STRIP TYPE "C" TWO PLIES #40 COATED PLY SHEET (HOT MOPPED)
1 PLY SLATE SURFACE ROLL ROOFING BEDDED IN FIBREGUM FIBREBOARD CANT STRIP TYPE "C"
U/S STEEL ROOF DECK
TWO PLIES #40 COATED PLY SHEET (HOT MOPPED)
7200
6400
200
7 A-6
PARAPET REINFORCING FILL BLK. CRS. WITH GROUT (CONC.)
SLOPE CONC. TOPPING MIN. 2% TO DRAIN
WAREHOUSE
1221
117
3600
64 MET. STUD
3 A-6
8 A-6
LAB
SECTION DETAIL
105
SCALE: 1:10
275
SECTION DETAIL
6
2
SCALE: 1:10
A-6
80
D
1379
E BRICK R SPACE
50 RIGID ULATION
SEAL FLASHING TO AIR/VAP. BARRIER WEEP HOLES @ 600 O.C.
TOMERIC MBRANE BARRIER
ONCRETE BLOCK
PLASTIC MORTAR
SECURE MET. FLASHING IN REGLET 1 PLY SLATE SURFACE ROLL ROOFING BEDDED IN FIBREGUM FIBREBOARD CANT STRIP TYPE "C" TWO PLIES #40 COATED PLY SHEET (HOT MOPPED)
3600
800
2ND SLAB
HOLES
0 1ST LOOR
WEEP HOLES
FLASHING 265 X 10 STEEL PLATE
SLOPE CONC. TOPPING MIN. 2% TO DRAIN
197
3600
JOIST BRIDGING U/S STEEL DECK
T& OD
64 MET. STUD
D
16 G.W.B
SEALANT
2113
C-CHANNELS T/0 1ST FLOOR
2800
FLASHING 265 X 10 ST. PLATE 38 X 64 TREATED W'D FRAME ANCH'D TO CONC. BLK. WITH STEEL METAL TRAPS
10 CEMENT SETTING BED 16 G.W.B. ON 22 FURR'G CHANNELS
SHOW RM.
105
4
103
SECTION DETAIL SCALE: 1:10
150
000
8 A-6
A 275
WINDOW SILL DETAIL SCALE: 1:5
D
80 80
90 FACE BRICK 25 AIR SPACE
1250
ALUM. SILL, ANCHOR CLIP & DEFLECTOR
FACE OF G.W.B. BEYOND MARBLE STOOL ON
LAB
A-6
INSUL'N GLASS UNIT SEALANT
50 X 150 THERM. BROKEN ALUMINUM FRAME
16 G.W.B
ON ACT. FILL
275
80
92 MET. STUD @ 400 O.C.
T/0 CONC. SLAB
SCALE: 1:5
A-6
VAPOR BARRIER
TING UNIT
275
22 FURRING CHANNEL 16 G.W.B
50 RIGID INSUL'N
80
AIR/VAP. BARRIER W200X46 STRUCT. STEEL COL'N
WOOD SHIM
1 50 X 150 THERM. BROKEN ALUM. FRAME
275
200
1050
WINDOW HEAD DETAIL
7
T/O 2ND FL. SLAB
DED ENE UL'N OF'G TING TED MAT MIN. PIPE MIN. ONE
INSUL'N GLASS UNIT
209
EM W.B. UL'N OAT OAT OAT
150 KEN AME
50 X 150 THERM. BROKEN ALUM. FRAME
REVEAL CHANNEL
GENERAL OFFICE
490
G CH. YING REGL. SUL'N
SEALANT & BACKER ROD
16 G.W.B. ON 22 FURR'G CHANNELS
2800
DED ERS
275
80
38mm MIN.
38 X 64 TREATED W'D FRAME ANCH'D TO CONC. BLK. WITH STEEL METAL TRAPS
5 A-6
PLAN DETAIL AT COL'N SCALE: 1:10
9 A-6
SEALANT & BACKER ROD
WINDOW JAMB DETAIL SCALE: 1:5
15
F 674
1100 2 RUNS @ 550 P.C. JOINT
465 3 RISE @ 155
12 ISOLATION JOINT W/ PREMOULDED COMPRESS FILLER & SEALANT FIN. GRADE
125
-500
50
-500
20
65
EXIST. MUNICIPAL SIDEWALK
465
000
S
35
T.O. 1ST FL. SLAB
280
-760
65 P.C. CONC.PAVERS ON
65 P.C. CONC. PAVERS ON
20 CEM. SETTING BED ON
20 CEM. SETTING BED ON
100 REINF. CONC. SLAB 150 COMPACT GRAN. BASE
125 CONC. TOPPING, TAPERED DOW O DRAIN TO 50 MIN.
50 RIG. INSULATION TO 1000 BELOW PAVING
50 RIGID INSULATION
DAMPPROOFING
SINGLE PLY SYNTH. WATERPR'G MEM
300 REINF. CONC. FOUND'N WALL
1 A-9
PAVING AT STEP DETAILS AT FIRST FLOOR PODIUM SCALE: 1 : 10
T.O. 2ND FL. SLAB
2
NORTH OFFICE SPACE 201
T.O. 2ND FL. SLAB
4300
50 RIGID INSUL'N DIRECTLY APPLIED TO SLAB GLUE TO ACT AS V.B.
NORTH OFFICE SPAC 201
280
280
4300
FACE OF COLUMN COVER
SLOPE
DROP PANEL W/ 50 RIGID INSL'N FACE OF RIGID INSUL'N AT STR.COL'N BEYOND
AC. TILE IN SUSPEN. T-BAR SYSTEM
654
654
NORTH OFFICE SPACE 103
5 A-9
P.C. CONC. PANEL
92 MET. STUD W/ BATT INSUL'N RSI-29 POLY V.B. DOUBLE LAYER OF DRYWALL
3 A-9
16
38 CARRYING CHANNEL
5 A-9
375
75
SOFFIT DETAIL AT P.C. CONC. PANEL SCALE: 1 : 10
3200 TO 1ST FL.
3200 TO 1ST FL.
WD BLOCKING TO SECURE FRAMING
22 FURRING CHANNEL 16 WR. G.W.B. W/ SMOOTH FIN.
4 A-9
SEALANT & BACK UP ROPE (TYP.)
150 INSUL. GLASS UNIT IN THERMAL BROKEN ANOD. ALUM. CURTAIN WA
SOFFIT DETAIL AT GLAZED WALL SCALE: 1 : 10
150 WEST OFFICE SPACE 104
ALUM. THRESHOLD WITH SEALANT
92 MET. STUD W/ BATT INSUL'N FILLER CARPET
50
SLOPE DN. CONC. TOPPING
SLOPE
50 26
DOUBLE LAYER OF G.W.B
195
92
65
CERAMIC TILE ON CEMENT SETTING BED
25 100
10
425
VESTIBULE 101
GLAZED ALUM. DOOR IN ALUM. CURTAIN WALL FRAME
STRUCT. P.C. COL'N & P.C. COL'N COVER BEYOND
2
C-CHANNEL
000
T.O. 1ST FL. SLAB 000
500
210
-50
-260
FIN. GRADE -500 50 155 STRUCT. REINF. CONC. SLAB
100
825
NORTH PARKING P01
125
25
200 STRUCT. P.C. SLAB SINGLE PLY SYNTH. WP. MEMB.
WN
280
50 WR. RIGID INSUL.
MBR. STRUCT. P.C. COL'N & TAPERED CAPITAL BEYOND
2 A-9
-1605
P.C. CONC. SPANDREL & PAVING AT FIRST FL. PODIUM SCALE: 1 : 10
ALUM. REVEAL MOULDING
CE
15
20
22 FURRING CHANNELS 16 G.W.B. W/ SMOOTH FIN.
G
38 CARRYING CHANNELS
LLY ALL FRAME
5 A-9
REVEAL MOULDING DETAIL SCALE: 1 : 2
17
REVIT WORKS
Humber College Architectural Technology | 2015
18
19
20
21
22
23
24
25
26
27
North Elevation
West Elevation
South Elevation
East Elevation
ELEVATIONS 28
INTERIOR RENDERINGS 29
MAKING 03 MODEL Humber College - Architectural Technology | 2012-2015 Wood Frame Construction
Two-storey Office Buildin (November 30, 2013)
Five-storey Office Building (February 28, 2014) Five-story Office Building
30
Mass Models Mass Models
Community Center
Communi
(Novemb
ng
Industrial Building
Two-storey Office
Two-s (November 30, 2
(Nove
Five-storey Office Building (February 28, 2014)
Five-storey Office Building (February 28, 2014)
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LANDSCAPE ARCHITECTURE PROJECTS
THE SCHOOLYARD 04 GREENING 123 FERN AVENUE PUBLIC SCHOOL, TORONTO, ONTARIO
School Ground Ecology | University of Toronto BA | Winter Studio | 2021 123 Fern Avenue Public School is a public school that houses students from JK/SK to elementary level, which is located in the Roncesvalles neighborhood in Toronto, Ontario. The school ground is filled with a number of mature and newly planted trees, which give a nice shade around the school, however, some areas of the schoolyard are currently flooded during heavy rains or snow. Although these puddles have become an all time issue in the schoolyard, my partner and I saw those areas as space of great potential. Therefore, we use the idea of puddles/water as well as the boundary of the existing tree canopy as our guiding force in redesigning the schoolyard, in terms of forms and space. Additionally, we also looked at the neighboring areas of the school and its close proximity to High Park, Soruaren Park, and the Toronto Waterfront, whose ecologies we aim to incorporate in the future landscape of the schoolyard. To help with the flood mitigation, we integrate a number of constructed wetlands as well as rain gardens, where we bring in native species from High Park in order to create a new thriving ecology in the schoolyard.
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Tree and Shade Study
Permeability SITE INVENTORIES 34
Program and Land Use
Circulation SITE INVENTORIES 35
Site Analysis
Concept Diagram ANALYSIS AND CONCEPT 36
THEMED GARDENS
Black Oak Savannah Garden
The themed gardens are located on the north east corner of the schoolground. They are nearby a constructed wetland and consist of rare species of the Black Oak Savannah from High Park, vegetable gardens where the children and the community can participate in planting and harvesting them, as well as pollinator gardens, with a series of cobblestones which function as steps. An interactive space with a chalk board and mini amphitheatre is also present adjacent to the themed gardens, where teachers and students can do outdoor class session while learning about the nature around them.
Vegetable Gardens and Wetland
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SPORTS AREA The sports area is to occupy what is currently a parking lot that was rendered as less successful during the site analysis process due to its lack of use by the school community. Two small basketball courts, a hockey court, and various painted games are incorporated in this area, as well as woodlog seatings on the side, placed under the existing tree shades. Its location that is right by the entrance of the school helps to create more sense of openess to the community neighborhood, which makes the schoolground more inviting for the public use.
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FRONT YARD AND DAYCARE The front yard of the school is to be turned into an intimate garden that is filled with rare species of the Black Oak Savannah from High Park and has little pockets of seating areas for students and the community neighborhood, where they can sit and immerse themselves with nature.
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Black Oak Savannah Garden
The location of the daycare remains unchanged as it has been quite seccessful due to its closeness to the main entrance of the school, and thus, is most accessible to the people in the neighboring area.
Berms are added with natural wood play equipment that is made of natural elements as we wanted children to explore risk through unconventional play equipment as children have been shown to learn through play, particularly where small elements of risk are present.
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SOCCER FIELD AND RAIN GARDENS The soccer field is one of the areas in the school ground which currently collect the puddle during heavy rains and snow. Therefore, we raised the center area of the school ground a little bit so that water can be drained to the sides where the rain gardens and wetlands are. Around the soccer field is a running track that can turn intoa skating trail in the winter so that the school yard can be an active space for the community all year round. The painted games on the boardwalk indicates ground use transition, from the sports/game area on the left to the boardwalk/soccer field area.
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Constructed Wetland | Boardwalk
PLANTS LIBRARY
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BIKE HUB PROJECT 05 THE QUEEN ST AND DUFFERIN ST INTERSECTION, TORONTO, ONTARIO University of Toronto BA | Winter Studio | 2021
The bike hub project looks at the intersection of Queen and Dufferin Streets in Toronto, which often gets busy with all kinds of vehicles, such as cars, buses, streetcars, as well as cyclists and pedestrians. A set of train tracks that run diagonally above both streets are present, creating underpasses condition leading up to the intersection. The aim of the project is to create a path that can get cyclists from the street level to the side of where the train tracks are above. My partner and I created a set of speed and sound diagrams that map out the kinds of vehicles that pass through both streets, along with their different levels of decibles which contribute to the chaotic and noisy atmosphere of the area. We then proposed a set of ramps that can get the cyclists to the upper level, where we put heavily planted berms parallel to the train tracks as sound barriers. The berms also function as a resting area for the cyclists, where they could sit on the lawned area. The berms would break every so often so that people can still peek at the moving trains.
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SPEED AND SOUND DIAGRAMS
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PERSPECTIVES 46
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PRESENT, & FUTURE OF MOMA 06 PAST, GARDENS OF MOMA, RIO DE JANEIRO, BRASIL
Landscape Remediation | University of Toronto BA Fall Studio | 2020 The garden of the Museum of Modern Art (MOMA) in Brazil was designed by the well-known landscape designer, Roberto Burle Marx. The site is located by the Guanabara Bay on a landfill project that was started in 1920. The garden of MOMA carries so much history of being the only space of democracy for people in Brazil during the military dictatorship regime in 1964. Throughout the years, the site has unfortnately experienced multiple environmental degradation, especially the waterfront of the Guanabara Bay, where oil spill events occured multiple times in the past, causing water contamination until today. The current condition of the garden itself is also poor due to heat island effects and air pollution from the highway system adjacent to the site. The goal of the project is to remediate and redesign the landscape of MOMA in such a way that it is once again reactivated to become a place where people can gather and express themselves through art, as part of the commemoration of democracy that people in Brazil were fighting for int he past.
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Parti
Topography & Drainage
Urban Relationships
Planting Diagram
Landfill
Parking Space
SITE INVENTORIES 49
PAST - TIMELINE 50
DOMINGOS DA CRIACAO
Movement Diagram
The domingos da criacao was a six-happening event which took place in the garden of MOMA and was pioneered by Niomar Moniz Sodre, who was the director of MOMA at that time. Sodre who blazed the path for people in Brazil to keep expressing themselves through art at the height of dictatorship, received multiple personal attacks for the government, including the fire attack in MOMA in 1978 as well as her multiple imprisonments.
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Plan - Past
The six happening events are the Paper Sunday, the Threat Sunday, the Sound Sunday, the Earth-to-earth Sunday, the Bodyto-body Sunday, as well as the Fabric Sunday. Most of the happenings took place in Burle Marx’s sinuous-patterned grassy area in the middle of the garden as well as in the interior and rooftop gardens of the MOMA building. Section A-A (Partial) - Past PAST - PLAN AND SECTION 52
Plan - Present
The six happening events are the Paper Sunday, the Threat Sunday, the Sound Sunday, the Earth-to-earth Sunday, the Bodyto-body Sunday, as well as the Fabric Sunday. Most of the happenings took place in Burle Marx’s sinuous-patterned grassy area in the middle of the garden as well as in the interior and rooftop gardens of the MOMA building. Section A-A (Partial) - Present PRESENT - PLAN AND SECTION 53
PRESENT - ANNOTATED PLAN 54
Parking Area 16% of the site is currently parking lots whose ground surface material is mostly asphalt and other impermeable materials, which increases heat island effects. As a result, the plants found in and around the site are decaying due to drought and air pollution from the adjacent highway. Therefore, some parking lots are replaced with planting beds that are populated with native perennials from Brazil. The plants on the road islands that are decaying due to air pollution are also replaced with nitrogent-dioxide tolerant / low VOC-emitting plants which are proven to be most effective as air purifyer.
FUTURE - PLAN 55
Water contamination has been one of the main issues on the site due to multiple oil spill events in the past as well as eutrophication, causing fish and other habitats in the bay water to die. As part of the remediation strategy, phytoremediation is implemented to purify the water by conserving the native species of the bay area, such as red mangroves, Royal water lilies, as well as duckweeds, that are proven to be most effective in purifying highly heavy-metal contaminated water as “accumulator” or “excluder” due to their metal uptake mechanism.
FUTURE - SECTION 56
A microalga, called Enteromorpha intestinalis is also introduced to help with the oil contamination in the water for its algal biomass which contains various active site of hydroxyl, carboxyl, and amine in their cell wall structure that are avilable for biosorption of oil hydrocarbons from seawater up to 80% uptake.
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FUTURE - PLANTS LIBRARY 58
Once fully remediated, the garden of MOMA can be once again reactivated and be a place of freedom, where people can enjoy and express themselves, while celebrating the new thriving ecology.
FUTURE - PERSPECTIVE 59
RIVER RAVINE SYSTEM 07 DON BETTY SUTHERLAND TRAIL PARK, TORONTO, ON, CANADA
Ravine Sytem Rehabilitation | Daniels U of T BA Fall Studio | 2019 Don River is considered as one of the longest rivers in Toronto, which runs from the North side of the city all the way to the South side of the city where downtown Toronto is. Don River creates a set of ravine systems across the city, which often includes trail parks for people to visit. This project specifically looks into a 2 x 2 kilometer region in North York area where the river passes through, that is in the Betty Sutherland Trail Park. The types neighborhood around the ravine system vary, such as residential houses on the north side of the park, hi-rise residential buildings on the south-east side, as well as industrial buildings on the south side of the ravine system. Its coexistence with these varied surrounding has made the Betty Sutherland Trail Park a “backyard” for many. This project looks at the relationship between the park and its surrounding community and infrastrcuture, such as roads and highway system that was built on top of Don River and creates multiple underpasses that are part of the Betty Sutherland Trail Park. This project also looks at the ecology in the ravine system and identifies different types of habitats that exist in the park.
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SITE INVENTORY
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Spatial Classification
Comparative Diagram
SPATIAL ANALYSIS AND CLASSIFICATION 62
Infrastructure
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Observation Survey
Observation Diagram
Project Conclusion Some potential problems as well as the occuring ones are identified, such as noisy and neglected underpass where the river passes through, which should be a more useful space for public. To conclude the project, a couple of solutions are proposed to make the space more inviting to the general public, such as adding sound proof material and lighting fixtures in the underpass. Additionally, designing a play ground is suggested as some of the underpasses are next to elementary school’s soccer fields, where children would often play near the neglected underpass. These efforts are made so that the underpass space can be less frightening, especially for children, and would be more inviting so that less vandalism would occur.
OBSERVATION BASED ANALYSIS 64
RAIN IMPACTS ON JAPANESE RITUAL 08 ACID Ise Jingu Shrine, MIE, JAPAN
ARC482 Drawing Out Urban Interfaces | University of Toronto BA | Summer 2021 This project explored how certain climate-change-inducing anthropogenic activities may affect the lives of other people internationally. Prevailing winds travelling estward pick up air pollution produced by large industrial regions in eastern China. This pollution is then deposited in Japan where it reacts with water and oxygen, and produces acid rain, which affected as many as 26 cedar / Japanese cypress forests in Japan. These forests are known to be the site of most temples and shrines in Japan, as well as the main source from which logs are harvested to build them. The lives and rebuilding rituals of these temples have been at risk since there has been further decline in both cedar and cypress trees due to the acid rain.
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Constructed wetland
RECONCILIATION 09 NATURAL CALGARY, AB, CANADA
CBD(X) BORDERLAND Competition | North Design Office | Summer 2021 The CBD(X) competition challenged the participants to explore landscape designs or remediation strategies which involves existing borders in lands. Together with Alissa North from North Design Office and other 2 work study peers, we chose the issue of colonial grids in Calgary which coexist with the native people of Canada. We explored how the original reserve land of Siksika is contested with the colonial grids, which make up most of the urban fabric in Calgary. In the process, I had the chance to do research on the agricultural and resources in Calgary that may or may not have affected the reserve land of Siksika. I put together the information graphically into a map on the next page (the second map) as part of the inventory and analysis of the landscape design process. Furthermore, together with my work-study peers, we put together a map that shows where we wanted to build natural infrastructure that we proposed, such as shoreline stabilization, bioswales, constructed wetlands, and planted buffers. We proposed the said infrastructures to help remediate parts of the reserve land of Siksika that have been contested with the colonial grid and/or polluted due to the anthropogenic activities around the area.
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Vegetation Buffer
Bioswale
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to be continued.