Architectural Portfolio - DTiba

PORTFOLIO DAVID TIBA

1

a b o u t

m e

I am an Architectural Designer with over 6 years of experience in the architectural field.

After completing my Bachelor’s degree in Architecture in 2013, I started working as a design Architect at ID Platform design office, where I worked on diverse design projects (residential, office, commercial, ..)

I worked with SandBox design the year after, where I offered my skills in both exterior and interior, office and residential designs in Toronto.

Address:

15 BEVERLY STREET, TORONTO, ON M5T 1X8

Email address: ARCH.DAVIDTIBA@GMAIL.COM

mobile: (437) 989 - 3330

Linkedin: linkedin.com/in/david-tiba-b09852108/

2

After completion of IPLAN architectural program at Reyerson University in 2017, I joined the Kohn Architects team where I am currently working. At Kohn Architects, I worked on part 3&9 projects, from feasibility studies, to construction phase. My scope of work included preparing feasibility studies, developing design concepts and packages, assisting in working drawings and construction details, attending coordination meetings with the client and consultants.

This portfolio highlights a sample of projects with diverse occupancies, sizes and heights, throughout different project phases, and in various locations in the world.

PIZZA NOVA HEAD OFFICE

WAREHOUSE LOFTS INTERIORS

RESIDENTIAL

STRACHAN AVE. CONDO

NER ISRAEL RESIDENTIAL

FEASIBILITY STUDIES SITE PLAN & STATISTICS

PHASE 1:

Fig, 3D render showing the School Of Interior Design/ Ryerson University.

BUILDING ANALYSIS

RYERSON UNI PROJECT:

- Materials and Methods of construction analysis.

-Ontario building codes analysis.

-Revit modeling analysis.

ROSINE VILLA

SCI DULU VILLA

CHATEAU ELEGANCE

THE ELVINA COLLECTION

WAREHOUSE LOFTS/ MIXED USE

DESIGN DEVELOPMENT

PHASE 2:

CONSTRUCTION

PHASE 3:

09 Building Analysis/ School of Interior Design- Toronto -Canada Ryerson University

Academic/Revit

3

E LVINA C OLLECTION 7 TOWNHOUSE UNITS CLIENT: FARHAD MORSHEDIZADEH GFA: 16,580 SM HEIGHT: 3 STOREYS LOCATION: 197 ERSKINE AVENUE & 14-16 ELVINA GARDENS, TORONTO 4

Attended client’s meeting to set a design approach

SOFTWARES

CHALLENGES

TASKS

Assisted in SPA drawings set Assisted in developing the design and incorporating the part 9 code and the zoning by laws into the design

Creating houses for non related friends resulted in a lot of changes during the design phase to please everybody’s design orientation, while still complying to the zoning by laws and code restrictions.

Revit - Sketchup - Podium V2.5 - Photoshop - indesign * The main render and graphics are produced by the portfolio owner 5

1.8% 60 x1

13.0 m

LANDSCAPED AREA

TW ) 0(

0(

.4

.4

60 x1

x1

60

60

.4

0(

TW )

TW )

160.35

5.4 m

159.70

DECK

5.2 m

DECK

160.40

0(T

5.2 m

159.50

5.2 m

159.40

160.40

5.5 m

7.7 m

DECK

160.40

W )

W ) 0(T

.4

x1

x1

60

60

.4

0(T

.4 60

5.4 m

159.70

DECK

160.40

DECK

2.

0%

5.1 m 158.58

5.2 m 5.2 m

NEW PAVED DRIVEWAY

UP

CURB CUT157.55 T/C

OVERHEAD WI

157.40 B/C

157.23 T/C 157.18 B/C

158.11

LF

NEW PAVED DRIVEWAY

18

BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD (WEST) SIDE YARD (EAST)

5.5 m 159.45

158.11

18

N/A N/A N/A N/A

EXISTING 12.6m EXISTING EXISTING

LANDSCAPED AREA PAVED AREA

N/A N/A

119.20sm (51%) 11.70sm (5%)

2 STOREY BRICK DWELLING

20

3.8 m

20

DENSITY (FSI) GFA

FH

157.18 B/C

PROPOSED SIAMESE CONNECTION

PROPOSED CURB CUT @ NEW PAVED DRIVEWAY & PUBLIC ROAD

PROPOSED CURB CUT @ NEW PAVED DRIVEWAY & PUBLIC ROAD

T .D .

MH FH

PERMITTED

PROPOSED

N/A N/A

0.60 131.09sm

SITE

HC

ACCESIBLE PA

FR

FIRE ROUTE S

LS

BUIL

LIGHT STAND

ZON SITE SEV ACCESSIBLE C REM COV BARRIER FREE LOT

N/A

EXISTING 2 STOREYS

R1S | Z 0.6 | H 9.0m 1,628.40sm N/A EXISTING N/A 12.6m 231.72sm N/A EXISTING 1,396.68sm N/A EXISTING 593.85sm (42.5%) N/A 119.20sm (51%) 17.56m N/A 11.70sm (5%)

DEN GFA

R1S | Z 0.6 | H 9.0m 1,628.40sm

6.377m 231.72sm 1,396.68sm 7.5m 593.85sm (42.5%) N/A 17.56m N/A PERMITTED N/A 0.60 N/A

LANDSCAPEDBUILDING AREA HEIGHT PAVED AREA BUILDING SETBACKS

9.0m (3 STOREYS) 488.52sm (30%) 12.3mTBD N/A TBD

7 1 8

6.377m 7.5m N/A N/A N/A N/A

BICYCLE PARKING SPACES PARKING SPACES SHORT TERM RESIDENTIAL RESIDENTIAL LONG TERM RESIDENTIAL VISITOR

BICYCLE PARKING SPACES SHORT TERM RESIDENTIAL

SURVEY INFORMATION LONG TERM RESIDENTIAL

N/A 7 N/A 1

3.8m TBD 3.9m 3.9m PROPOSED 7.3m 1.19 0.6m

LAN PAV

1,658.18sm

3.8m TBD 3.9m 3.9m 11 7.3m 1 0.6m

12

TBD TBD

8

11 1 12

N/A N/A

0 7

0 7

PROJECT NORTH Project:

PAR T RES NO VISI TOT

THE ELVIN BICY

FH

SHO LON

197 ERSKINE AVE TORONTO

PLAN OF PART OF LOTS 5 & 4. REGISTERED PLAN E-647 & LOT 145 & PART OF LOTS 142, SURVEY INFORMATION

BUIL FRO REA SIDE SIDE SIDE SIDE

12.3m (3 STOREYS)

ZONING BUILDING SETBACKS SITE AREA FRONT YARD (BLOCK B) ERKSINE SEVER OFF 197 REMAINING REAR YARD (BLOCK ) SITE AREA COVERAGE SIDE YARD (BLOCK A - WEST) LOT FRONTAGE SIDE YARD (BLOCK B - WEST) SIDE YARD (BLOCK A - EAST) DENSITYB(FSI) SIDE YARD (BLOCK - EAST)

838.01sm

BUIL

1.19 1,658.18sm

BUILDING HEIGHT 9.0m BUILDING & SITE INFORMATION (PARCEL B):

FH

MANHOLE (R

FIRE HYDRAN

WALL MOUNT

SITE STATISTICS

TOTAL SPACES

44.8 m 38.1 DISTANCE FROM SIAMESE CONNECTION TO EXISTING HYDRANT

AREA DRAIN

66.00sm (28.5%) 7.6m

44.8 m 38.1 LANDSCAPED AREA 488.52sm (30%) HYDRANT TO EXISTINGN/A CONNECTION DISTANCE FROM SIAMESE PAVED AREA

157.88

PAR RES VISI TRENCH DRAI PAR

CATCH BASIN A.D.

SIAMESE (STA

0.60 838.01sm

TOTAL SPACES

157.26

17.6 m

LAN PAV

PRINCIPLE EN

PARKING SPACES PERMITTED PROPOSED RESIDENTIAL N/A 0 VISITOR N/A 0 PARKING SPACE FOR DETACHED HOUSE PROVIDED IN NEW DEVELOPMENT GARAGE

FRONT YARD (BLOCK B) REAR YARD (BLOCK ) PARKING SPACES SIDE YARD (BLOCK A - WEST) RESIDENTIAL SIDE YARD (BLOCK B - WEST) SIDE YARD (BLOCK A - EAST) VISITOR SIDE YARD (BLOCK B - EAST) UP

PROPOSED SIAMESE CONNECTION

CENTRE LINE OF PAVEMENT

SITE PLAN SYMBOL AN

SITE STATISTICS

EXISTING 2 STOREY BRICK DWELLINGS TO BE DEMOLISHED

157.88

UP

BUIL FRO REA SIDE SIDE

PARKING SPACES BUILDING & SITE INFORMATION (PARCEL A): RESIDENTIAL N/A 0 ZONING R1S | Z 0.6 | H 9.0m VISITOR N/A 0 SITE AREA 1,628.40sm PARKING SPACE FOR DETACHED HOUSE PROVIDED IN NEW DEVELOPMENT GARAGE SEVER OFF 197 ERSKINE 231.72sm

GFA

2 STOREY BRICK DWELLING

BUIL

C . B.

BUILDING HEIGHT

1.7%

2 STOREY BRICK DWELLING

CURB CUT

EXISTING 2 STOREYS

ZONING BUILDING SETBACKS SITE AREA FRONT YARD REAR YARD SEVER OFF 197 ERKSINE SIDE YARD (WEST) REMAINING SITE SIDE AREA YARD (EAST) COVERAGE LANDSCAPED AREA LOT FRONTAGE PAVED AREA

2 STOREY BRICK DWELLING

AD 3 TOP 159.20

A.D.

GARAGE ENTRANCE

157.26

157.58 PROPOSED CURB CUT @ NEW SIDEWALK PAVED DRIVEWAY & PUBLIC ROAD CURB

N/A

DENSITY (FSI) GFA

13.1 m

ASPHALT STRIP

5.2 m

160.40

159.60 159.50 159.40

LF

DECK

160.40 160.40

5.1 m ASPHALT STRIP

17.6 m

BUILDING HEIGHT

BUILDING & SITE INFORMATION (PARCEL B):

3.8 m

LF

160.50

0.60 131.09sm

SITE STATISTICS

UP

160.50

157.34

m

TERRACE UP

N/A N/A

EXISTING GARAGE TO BE DEMOLISHED

TERRACE

3 BEDROOM SEMI 252.70sm (2,720sf)

160.45

DENSITY (FSI) GFA

COVERAGE LOT FRONTAGE

1.7%

)x W

157.64

4.0%

5R

157.34 B/W 158.00 T/W

4.0%

UNIT 07 13.0

PROPOSED

159.60

UP

LF

LF

158.58

LF

)

6R

PLANTER

5(T W

.4

60

x1

4.0%

PLANTER

W )

59 .5 5(T

x1

4(T

6R

159.45

44.8 m GARAGE ENTRANCE 38.1 157.34 CUT CURBHYDRANT TO EXISTING CONNECTION FROM DISTANCE CURBSIAMESE 157.23 T/C

PLANTER

AD 3 TOP 159.20

EXISTING 2 STOREY BRICK DWELLINGS TO BE DEMOLISHED

157.34 B/W 158.00 T/W

8.6 15

SOD

5R

5R

157.74

5R

UNIT 07

160.45

5R

13.1 m

0

.4

60

UP UP

DECK

EXISTING GARAGE TO BE DEMOLISHED

LANDSCAPED AREA

159.55

UP

159.40

7.7 m

DECK

160.40

2.

0%

UP

PERMITTED

SHED

5.5 m

DECK

LF PLANTER

)

PLANTER

5( TW

.4

60

x1

PLANTER

W )

55 (T

59 .

LF PLANTER

x1

DECK

159.55

x1

5R 5R

UNIT 06

157.40 3.9B/C m 4.0%

W )

160.35

PLANTER

PLANTER

0

.4

PLANTER

5R

PLANTER

2.2%

A.D.

157.64

UP

UP

No

DEN ISS GFA

PRINCIPLE EN

A.D.

3 BEDROOM SEMI 252.70sm (2,720sf)

5R

3 BEDROOM SEMI 206.31sm (2,221sf)

2.0%

159.90

2.0%

159.90

PLANTER

158.65

.3 m 7.2

19.08.19

UP

159.40

160.46 PLANTER PLANTER

PAVED WALKWAY PLANTER

60

x1 5R

PLANTER PLANTER

159.93

LANDSCAPED AREA

160.45

158.65 UP

DECK

PLANTER PLANTER

5.2 m 5.2 m 5.5 m 160.45

160.46

159.96

1.0%

SOD 2.2%

LANDSCAPED AREA

A.D.

THE SOLE COST TO THE CONDOMINIUM APPLICANT"

5.5 m

DECK

160.45

LF

157.58

DECK

WALKWAY (PERMEABLE PAVERS)

5.2 m

159.60

160.45

159.50 PLANTER 159.40 PLANTER

159.93

PLANTER

160.45

160.45

PLANTER PLANTER

160.45

LANDSCAPED AREA

WALKWAY (PERMEABLE PAVERS)

160.13 160.03

LANDSCAPED AREA

160.40

2 STOREY LANDSCAPED AREA % 1.0 BRICK DWELLING

160.43

UP

158.64

160.40

PLANTER

159.70

160.03

1.5%

160.22

PAVED WALKWAY

3 BEDROOM SEMI 206.31sm (2,221sf) 8.1 m

UP

5R

UNIT 06

3.9 m

SANITARY MANHOLE

EXISTING UTILITY POLE

x1

160.45 5.4 m

PLANTER

1.6%

PAVED RIGHT OF WAY

1.8% 159.96

DECK1.0%

)x W

157.34 B/W 158.00 T/W

4.0%

160.40

PLANTER

160.13

DECK OF WAY (PERMEABLE DECK 2.0% PAVERS) DECK RIGHT

160.40 160.40 160.40 57.0 m

160.40

7.7 m 5.1 m 3.8 m

LF

LF

55 (T

158.11

PLANTER

59 . x1

PLANTER

160.45

PLANTER

T 0( .4

.4 60 x1

159.40 158.58

ASPHALT STRIP

) 5( TW

.4

60

x1

160.45

PLANTER

160.22

1.5%

W 5.0% )

TW )

0(

TW )

0(

.4 60

160.35

x1

CANOPY

1 STOREY ADDITION

DECK 1 STOREY ADDITION

PLANTER

0 .4

60

x1

5R

PLANTER

5R

LF

LF

PAVED WALKWAY

160.40

160.46

PLANTER

159.93

LANDSCAPED AREA

x1

57.0 m 1 STOREY ADDITION 1 STOREY ADDITION

PLANTER PLANTER

160.45

PLANTER PLANTER

1.0%

MOUNT PLEASANT ROAD

1 STOREY ADDITION

PLANTER

160.45

PLANTER PLANTER

WALKWAY (PERMEABLE PAVERS)

160.45

PLANTER

160.03

2.2%

PARCEL A

2.

0%

PLANTER

160.45

PLANTER

160.13

RIGHT OF WAY (PERMEABLE 2.0% PAVERS)

1 STOREY ADDITION

(EXTENTS INDICATED W/ DIAGONAL HATCH)

13.1 m

PAVED RIGHT OF WAY

1.8%

1.5%

160.22

6R

1.7%

57.0 m 1 STOREY ADDITION

MOUNT PLEASANT ROAD

300mm ∅ W/M

PARCEL A

(EXTENTS INDICATED W/ DIAGONAL HATCH)

MOUNT PLEASANT ROAD

159.96

LANDSCAPED AREA

W )

4(T

4.0%

8.6 15

SOD

)x W

300mm ∅ W/M

0(T 9.5 15

PARCEL B

)x W

)x W

0(T 9.5 15

(T

)x W

(EXTENTS INDICATED W/ GREY HATCH)

64

5(T

STORM MANHOLE

CENTRE LINE OF PAVEMENT

LF

.4

EXISTING UTILITY

CUT

MH TOP POLE 158.35

MH

V&C TOP 158.07

0.

16 8 15

SITE PLAN & STATISTICS

)x W

300mm ∅ W/M

(T

CURB CABLE BOX

LF

LF

159.50

26.4 m

64

)x W

CONCRETE

(T

m UP 17.6

56.9 m

)x TW

)x W

64

OVERHEAD WIRES

OVERHEAD WIRES

GUY WIRE

157.23 T/C 157.18 B/C

UNIT 04 3 BEDROOM TOWNHOUSE 253.33sm (2,727sf)

CURB CUT157.55 T/C UP CURB

157.40 B/C

3 BEDROOM TOWNHOUSE 253.42sm (2,728sf)

PROPOSED SIAMESE SANITARY MANHOLECONNECTION SIDEWALK

4R

160.45 LF

3 BEDROOM TOWNHOUSE LF 204.81sm (2,205sf)

5R

159.70

4R

DECK

160.45

LF

UP

5R

A.D. LF

UNIT 03

UP 158.75

157.26

160.40

3 BEDROOM TOWNHOUSE 249.54sm (2,686sf)

20 158.64 UP

UP

Date

1

"PER THE INFORMATION PROVIDED BY STAFF BY THE APPLICANT, STAFF HAVE REVIEWED

159.90

AD 3 LANDSCAPED AREA UNIT 02 0% 160.43 TOP 159.20 1.

A.D.

157.74

157.88

5.7 m

LF

8.1 m

3.9 m

160.40

5R

No.

ZONING R1S | Z 0.6 | HCOMPRISE 9.0m OF ONE STANDARD THIS APPLICATION ON THE UNDERSTANDING IT WILL COMPLETION. IF ANY PARTY, INDCLUDING THE SITE AREA CONDOMINIUM CORPORATION UPON 1,628.40sm APPLICANT OR ANY SUBSEQUENT OWNER, SUBMITS AN APPLICATION FOR SEVER OFF 197 ERSKINE 231.72sm CONDOMINIUM APPROVAL OR FOR ANY FORM OF LAND DIVISION FOR THIS COVERAGE DEVELOPMENT NOT IN ACCORDANCE 66.00sm (28.5%) WITH THIS INFORMATION, DIFFERENT SERVICING CONNECTIONS, INCLUDING ALL ASSOCIATED STORMWATER MANAGEMENT FACILITIES LOT FRONTAGE 7.6m AND ANY NECESSARY REVISED PLANS AND STUDIES, MAY BE REQUIRED BY THE CITY AT

26.4 m

( 50

8.

15

927

157.58

1.0 m

160.35

3 BEDROOM TOWNHOUSE 238.70sm (2,563sf)

LF

)x W

9.

15

)x W

2 STOREY COMMERCIAL/RESIDENTIAL

UP

BUILDING & ENGINEERING SITE INFORMATION (PARCEL & CONSTRUCTION SERVICESA): NOTES:

56.9 m

(T 45

(T

LANDSCAPED AREA

CURB CUT157.55 T/C

CENTRE LINE OF PAVEMENT

0.

8.

15

64

13.0 m

MH TOP NEW PAVED 158.35 DRIVEWAY

WOOD SLAT PRIVACY SCREEN TOP MOUNTED TO RETAINING WALL ALONG PROPERTY LINE

LF

EXHAUST SHAFT GRATE FLUSH W/ DECK

DN

UP 158.75

5(T

)x TW

OVERHEAD WIRES

( 50

8.

15

929

UP

EXISTING UTILITY POLE MH

BOX CABLE 157.34 2 STOREY COMMERCIAL/RESIDENTIAL

18

STORM MANHOLE

GARAGE ENTRANCE

157.64

3.9 m

SIDEWALK

0.4

9.

15

UP

157.74

UP

V&C TOP 158.07

931

PLANTER

10.2 m

LF

LF

EGRESS STAIR FROM LEVEL P1

5.3 m

UNIT 01

UP

160.13 T/W 159.98 B/W

UNIT 07

2 STOREY160.45 160.50 UP COMMERCIAL/RESIDENTIAL TERRACE 5R

159.55

5R

UNIT 05

3 BEDROOM TOWNHOUSE 204.81sm (2,205sf)

4.2 m 159.45

LF

2 STOREY BRICK DWELLING

LF

LF

UP

16

)x TW

MH

158.64

SANITARY MANHOLE

16

)x W

( 50

MH TOP 158.35

UP

CENTRE LINE OF PAVEMENT

GUY WIRE

UP

LINE OF PROPOSED SEVERANCE

159.50 EXISTING 2 STOREY BRICK 3.1 m UNIT 05 DWELLINGS TO BE DEMOLISHED

933

158.65

3 BEDROOM TOWNHOUSE 253.33sm (2,727sf)

LF

2 STOREY 0.2 m 1.3 m 1.8 m BRICK 4.2 m STEPPED LANDSCAPE RETAINING 3 BEDROOM SEMI 3 BEDROOM SEMI WALL ALONG PROPERTY LINE DWELLING 2 STOREY 206.31sm (2,221sf) 252.70sm (2,720sf) COMMERCIAL/RESIDENTIAL

A.D.

SITE STATISTICS

197

131.92sm (1,420sf)

159.60

160.40

A.D.

SHED

2 STOREY COMMERCIAL/RESIDENTIAL

STUCCO DWELLING

2 STOREY

EXISTING GARAGE TO BE UP DEMOLISHED

AD 4 TOP 159.92

STUCCO DWELLING

DWELLING UNIT 04BRICK (PARCEL A)

3.9 m

2.1 m

)x TW

(T 45

9.

15

CABLE BOX

UP

( 50

0.

CENTRE LINE OF PAVEMENT

927

2 STOREY 160.45 COMMERCIAL/RESIDENTIAL

935 UNIT 06

UP

199

LF

UP

7.1 m

2 STOREY COMMERCIAL/RESIDENTIAL

LF

2 STOREY COMMERCIAL/RESIDENTIAL

UP

A.D.

3 BEDROOM TOWNHOUSE (2,728sf) 2 STOREY 2253.42sm STOREY

1.5 STOREY BRICK DWELLING

A.D. 0.2 4.7 mm 1.3 m2.41.8 m m

5.5 m

937

UP 158.75

STORM MANHOLE

MH

159.50

2.0%

195UNIT 03

193SHED

0.8% (PERMEABLE PAVERS) RIGHT OF WAY

9.

15

16

929

929

SHED

939

LF

4R

LF

191

7.1 m

WOOD SLAT PRIVACY SCREEN DECK TO RETAINING TOP MOUNTED WALL ALONG PROPERTY LINE

DECK

160.45

SHED

ISSUE DATES AND DISTRI

UNIT 02

30.5 m

)x W

CONCRETE

2 STOREY COMMERCIAL/RESIDENTIAL

% 1.0

LF

2 STOREY UP COMMERCIAL/RESIDENTIAL

UP

COPYRIGHT OF THIS DRAWING AN ARCHITECT. THE DRAWINGS AND A OF SERVICE BY KOHN ARCHITECTS CONTAINED THEREIN MAY NOT BE PRIOR WRITTEN PERMISSION OF T REQUEST.

3 BEDROOM TOWNHOUSE 249.54sm (2,686sf)

13.6 m

A.D.

160.12

8.1 mCOMMERCIAL/RESIDENTIAL

941

LANDSCAPED AREA

160.43

4.2 m

160.40

UP

)x W

(T 45

BF

CENTRE LINE OF PAVEMENT

CONCRETE

CENTRE LINE OF PAVEMENT

TOP MOUNTED TO RETAINING WALL ALONG PROPERTY LINE

2 STOREY COMMERCIAL/RESIDENTIAL

2 STOREY COMMERCIAL/RESIDENTIAL

3.9 m

SIDEWALK

LF

UP

5R

159.90 STEPPED LANDSCAPE RETAINING WALL ALONG PROPERTY LINE

2 STOREY 160.40

2 STOREY COMMERCIAL/RESIDENTIAL

931 WOOD SLAT PRIVACY SCREEN

A.D.

(T 45

0.

SIDEWALK

UP

5R

160.27

5R

943

0.2 m 1.3 m 1.8 m

STEPPED LANDSCAPE RETAINING WALL ALONG PROPERTY LINE

CURB

160.47

COMMERCIAL/RESIDENTIAL

COMMERCIAL/RESIDENTIAL

933

UP

0.

16

CB 2TOP STOREY 159.51 CB

4R

160.13 T/W 159.98 B/W

LF

3 BEDROOM TOWNHOUSE 204.81sm (2,205sf)2 STOREY

UP

ZON SITE SEV COV LOT ALL DRAWINGS ARE THE PROPERT

COPYRIGHT 2005 KOHN ARCHITEC

159.70

1.5 STOREY BRICK DWELLING

16

160.13 T/W 159.98 B/W

LF

189

UP

3.1 m

2 STOREY COMMERCIAL/RESIDENTIAL

LF CURB

CENTRE LINE OF PAVEMENT

935

SHED

AD 4 TOP 159.92

3 BEDROOM TOWNHOUSE 2 STOREY SHED 253.33sm (2,727sf) COMMERCIAL/RESIDENTIAL

945 UNIT 05

3.0 m

UP

159.69

LF

UNIT 04

947

CONCRETE

LF

2.1 m

UPUP

2 STOREY COMMERCIAL/RESIDENTIAL

2 STOREY MH COMMERCIAL/RESIDENTIAL TOP 3.1 m

GRAVEL

949

LF

4R

NO INVESTIGATION HAS BEEN UND REGARDS TO THE ENVIRONMENTA

7.6 m

3.0 m

A.D.

3 BEDROOM TOWNHOUSE 253.42sm (2,728sf)

BUIL

CHAIN LINK FENCE

159.60

4R 160.12

LF

UNIT 03

159.90

26.4 m

AD 4 TOP 159.92

CURB CUT

CURB CUT

CONCRETE

V&C TOP 158.07

3 BEDROOM TOWNHOUSE 249.54sm (2,686sf)

2 STOREY COMMERCIAL/RESIDENTIAL

951

LF

OVERHEAD WIRES

937

2 STOREY COMMERCIAL/RESIDENTIAL

MH

CONCRETE SIDEWALK

CURB

160.12

939

CENTRE LINE OF PAVEMENT

CURB CUT

GUY WIRE

3 BEDROOM TOWNHOUSE 238.70sm (2,563sf)

LF

SITE

LOCATIONS OF EXPOSED MECHAN FIXTURES ARE INDICATED ON ARC OVER THE MECHANICAL AND ELEC LOCATED, TO BE LOCATED AS DIR

CURB

4.2 m DIM. FROM POLE

160.23

THE ARCHITECT BEARS NO RESPO DOCUMENTS BY THE CONTRACTO WILL PROVIDE WRITTEN OR GRAP INFORMATION REGARDING THE IN

159.70

DENOTES

CLF

159.90

UNIT 02

953

.3 m 7.2

3.1 m

160.23

DN

2 STOREY COMMERCIAL/RESIDENTIAL

LF

5.7 m

.3 m 7.2

LF

3 BEDROOM TOWNHOUSE 238.70sm (2,563sf)

56.9 m

2.4 m

30.5 m

UP

4.7 m

DECK

5.7 m

UNIT 01

CENTRE LINE OF PAVEMENT

CONTRACTOR SHALL VERIFY AND PRIOR TO STARTING ANY OF THE W ARCHITECT AND CONSULTANTS BE CONFORM TO ALL APPLICABLE CO JURISDICTION PERTAINING TO THI

EXHAUST SHAFT GRATE FLUSH W/ DECK

DN

200mm ∅ PVC W/M

4.7 m FLUSH W/ 2.4 m GRATE

7.1 m

EXISTING UTILITY POLE

2 STOREY COMMERCIAL/RESIDENTIAL

955

LF

DO NOT SCALE DRAWINGS.

BF

941

7.1 m

OVERHEAD WIRES

OVERHEAD WIRES

935

927

BOX WINDOW

2 STOREY UP COMMERCIAL/RESIDENTIAL

CURB CUT

STM MH

UNIT 01

LF

1.0 m

160.35

CURB CUT

CURB CUT

EGRESS STAIR FROM

3.0 m

MH

PY O

2 STOREY COMMERCIAL/RESIDENTIAL UP 2.1 m

2 STOREY COMMERCIAL/RESIDENTIAL

UP

N CO

OVERHEAD 2 STOREY TRAFFIC LIGHTS COMMERCIAL/RESIDENTIAL

937

931

MHMH TOP 0.8%160.31

T CU

10.2 m

3.1 m P1 LEVEL 159.90 B/C 159.95 T/C CURB CUT CURB CUT 1350x1350mm CONC. HORSESHOE UP EXHAUST SHAFT SHED STM

5.3 m

116 Spadina Avenue, S Tel 416.703.6700 www.k

EGRESS STAIR FROM LEVEL P1

5.3 m

LINE OF PROPOSED 300mmAVENUE ∅ V.P. COMB. ERSKINE SEVERANCE SEWER

GUY WIRE

PATIO

160.27 MH TOP 160.28

2 STOREY COMMERCIAL/RESIDENTIAL

933

B

2 STOREY BRICK 13.6 m DWELLING

0.8% (PERMEABLE PAVERS) RIGHT OF WAY

A.D.

CURB CUT 1500mm ∅ CIRC. BR. COMB. SEWER 160.27

13.6 m

"PER THE INFORMATION PROVIDED BY STAFF BY THE APPLICANT, STAFF HAVE REVIEWED THIS APPLICATION ON THE UNDERSTANDING IT WILL COMPRISE OF ONE STANDARD CONDOMINIUM CORPORATION UPON COMPLETION. IF ANY PARTY, INDCLUDING THE APPLICANT OR ANY SUBSEQUENT OWNER, SUBMITS AN APPLICATION FOR CONDOMINIUM APPROVAL OR FOR ANY FORM OF LAND DIVISION FOR THIS KEY MAP DEVELOPMENT NOT IN ACCORDANCE WITH THIS INFORMATION, DIFFERENT SERVICING CONNECTIONS, INCLUDING ALL ASSOCIATED STORMWATER MANAGEMENT FACILITIES AND ANY NECESSARY REVISED PLANS AND STUDIES, MAY BE REQUIRED BY THE CITY AT Kohn Partnership Arc THE SOLE COST TO THE CONDOMINIUM APPLICANT"

ALL DIMENSIONS ARE GIVEN IN MI

CURB CUT

MH

2 STOREY COMMERCIAL/RESIDENTIAL

939

OVERHEAD WIRES

CENTRE LINE OF PAVEMENT

CURB

CURB

941

R CU

P 0.31

2 STOREY COMMERCIAL/RESIDENTIAL

199

2 STOREY BRICK DWELLING (PARCEL A) 131.92sm (1,420sf)

OVERHEAD TRAFFIC LIGHTS

DWELLING

LINE OF PROPOSED SEVERANCE

SIDEWALK

TOP 160.28 RIGHT OF WAY (PERMEABLE PAVERS) 2 STOREY COMMERCIAL/RESIDENTIAL 7.1 m 10.2 m 1.0 m 160.35 A.D.

2 STOREY COMMERCIAL/RESIDENTIAL

CB

CONCRETE

LIGHTS

943

CB

943

197

7.1 m

HORSESHOE

SHED

CB TOP 159.51

MH

2 STOREY

TOP 160.38

V&C TOP 160.25 MH

COMMERCIAL/RESIDENTIAL

6

HYDRO MH MH TOP OVERHEAD 160.36 TRAFFIC

P. V. R E W

OVERHEAD WIRES

CENTRE LINE OF PAVEMENT

945

MH TOP 159.69

945

2 STOREY STUCCO DWELLING

COMB. SEWER MH COMB. SEWER MH COMMERCIAL/RESIDENTIAL TOP 160.31 TOP 160.31

CB 2 STOREY TOP 159.51

MH TOP 159.69

2 STOREY STUCCO DWELLING

160.47

947

2 STOREY COMMERCIAL/RESIDENTIAL

947

1.5 STOREY BRICK

195

2 STOREY COMMERCIAL/RESIDENTIAL

2 STOREY COMMERCIAL/RESIDENTIAL

CURB CUT

1.5 STOREY BRICK

193

949

951

949

191

2 STOREY DWELLING DWELLING COMMERCIAL/RESIDENTIAL

GRAVEL

OVERHEAD WIRES

CURB

CONCRETE SIDEWALK

2 STOREY COMMERCIAL/RESIDENTIAL

PAVED RIGHT OF WAY

1.6%

2 STOREY COMMERCIAL/RESIDENTIAL

953

189

951

CANOPY

955

2 STOREY COMMERCIAL/RESIDENTIAL

RIGHT OF WAY (PERMEABLE 2.0% PAVERS)

1 STOREY ADDITION

CURB

PATIO

2 STOREY COMMERCIAL/RESIDENTIAL

CONCRETE SIDEWALK

MH

OVERHEAD TRAFFIC LIGHTS

(PARCEL A) 131.92sm (1,420sf)

160.47

159.60

O

0.5 m

MH TOP 160.28

CENTRE LINE OF PAVEMENT

ENT

N CO

BF

P 0.31

SUR

Drawing Title:

PLA SITE PLAN

143,

10' - 3"

26' - 10"

10' - 3" 12' - 7"

16' - 2"

18' - 7"

11' - 4"

6' - 11"

14' - 2"

7' - 11"

26' - 10"

6' - 6" 8' - 10" 18' - 7"

6' - 11"

14' - 2"

UNIT 6 TOWNHOUSE - PLAN & ELEVATION

6' - 6" 8' - 10"

E C

21' - 2"

8' - 8"

20' - 11"

21' - 2"

7

Kohn 116 S Tel 4 1

A

B

A 4 11

C

D

2

E

F

A 4 11

G

3

H

I

A 4 11

ALL DIM

DO NOT

5

4

3

1

2

5

4

6

4

5

3

1

9

5

4

6

1

9

5

3

4

BLOCK B (2 SEMI DETACHED TOWNHOUSES)

5

2

9

5

6 4

16

CONTR PRIOR ARCHIT CONFO JURISD

3.8 m

1

17

THE AR DOCUM WILL P INFORM

T.O. PARAPET

170.10

U/S CEILING

169.30

6

5 14

7

1

13 2

5

3

7

6

14

11

EXTENTS OF LEVEL P1 BELOW GRADE

8 1

13

5 3 10

7

6

13

7

5

1

14

8

166.60

ALL DR REQUE

2.8 m

No. 1

LEVEL 2

163.80

LEVEL 1

160.50

3.1 m

8

COPYR

3.3 m

-

NO INV REGAR

ISSUE

12.3 m ZBA. SPA BUILDING HEIGHT

6.7 m

LEVEL 3

---

LOCAT FIXTUR OVER T LOCAT

COPYR ARCHIT OF SER CONTA PRIOR

3.5 m

3.2 m

9

5.1 m

PROPERTY LINE

BLOCK A (5 ROW TOWNHOUSES)

PROPERTY LINE

3.0 m R.O.W

WOOD SLAT PRIVACY SCREEN

AVERAGE GRADE

1 5 8 .1 3

LEVEL P1

157.40

MA

1

2

8

-

10 4

5

3

5

3

---

4

5

SECTIONS, ELEVATIONS & 3D

8

6

7

WEST ELEVATION SCALE: 1 : 100

8

2 A4 02

9

1

1

1

1

1

1 3

I

H

A 4 11

G

2

F

E

A 4 11

D

C

1

B

A

A 4 11

1

1 BLOCK B (2 SEMI DETACHED TOWNHOUSES)

16

9

BLOCK A (5 ROW TOWNHOUSES)

1

9

4

5

3

17

16

9

15

1

5

3.0 m R.O.W.

15 4

17

16

5

15

2

16

15

9

1

T.O. PARAPET

170.10

U/S CEILING

169.30

LEVEL 3

166.60

LEVEL 2

163.80

13

3

1

14 8

1

15

14 13

8

2

6

4 13 15 14 8

15

5

13 3

2.8 m 3.3 m

Proje

160.50

197

3.1 m

EXTENTS OF LEVEL P1 BELOW GRADE

4

6

13 14 15

1

4

14 15

3

PRO NO

TH LEVEL 1

0.5 m

6.9 m

12.3 m ZBA.GFA BUILDING HIEGHT

3.5 m

3.2 m

17

5.1 m

PROPERTY LINE

PROPERTY LINE

3.8 m

AVERAGE GRADE

1 5 8 .1 3

LEVEL P1

157.40

8

TOR

Draw

EA (BL

Draw

TM Date

201

EAST ELEVATION SCALE: 1 : 100

A1

1 A4 02

1A 2A

A 4 10

5A

E C

Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com

6A

4A

2 A 4 10

5A

Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com

6A

3.0 m

16.1 m

DO NOT SCALE DRAWINGS. LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE SHALL INDICATED ON AND ARCHITECTURAL DRAWINGS. AND WHICH SHALL GOVERN CONTRACTOR VERIFY CHECK ALL DIMENSIONS CONDITIONS ON SITE OVER MECHANICAL ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY PRIORTHE TO STARTING ANYAND OF THE WORK AND REPORT ANY DISCREPANCY TO THE LOCATED, TO BE CONSULTANTS LOCATED AS DIRECTED THE ARCHITECT. ARCHITECT AND BEFORE BY PROCEEDING. CONSTRUCTION MUST

UNIT 05 PARKING

PARKING DRIVE AISLE

HEATED PLENUM

HEATED PLENUM

UNIT 05 PARKING

PARKING DRIVE AISLE

169.30

T.O. PARAPET LEVEL 3 U/S CEILING

170.10 166.60

3.5 m

170.10

U/S CEILING

2.8 3.5 m

LEVEL 2 LEVEL 3

LEVEL 12 LEVEL

A 4 10

1A 2A

A 4 10

3A

3A

4A

5A

6A

6.1 m

5A

6A

7.3 m

1 5 8 .1 3 115670..4500

AVERAGE GRADE

1 5 8 .1 3

LEVEL P1

157.40

E

1 5 8 .1 3

1

157.40

Note

19.08.19

ISSUED FOR SPA

2 A4 11

2 A4 11

HEATED PLENUM

UNIT 01 PARKING

PARKING DRIVE AISLE

HEATED PLENUM

HEATED PLENUM

UNIT 01 PARKING

PARKING DRIVE AISLE

170.10

U/S CEILING

169.30

T.O. PARAPET LEVEL 3 U/S CEILING

170.10 166.60 169.30

2.8 3.5 m

. ..

LEVEL 2 LEVEL 3

163.80 166.60

PROJECT NORTH

TRUE NORTH

SEAL

Project:

3.3m m 2.8

. ..

THE ELVINA COLLECTION LEVEL 12 LEVEL

163.80 160.50

PROJECT NORTH

TRUE NORTH

SEAL

Project: 197 ERSKINE AVE & 14-16 ELVINA GARDENS

THE ELVINA COLLECTION TORONTO ONTARIO

AVERAGE GRADE

1 5 8 .1 3

LEVEL LEVELP11

115670..4500

AVERAGE GRADE

1 5 8 .1 3

LEVEL P1

157.40

3.1 m

HEATED PLENUM

T.O. PARAPET

3.1 3.3 m m

UNIT 01

6.7 m 7.1 m

12.3 m 12.3 m ZBA.GFA BUILDING HEIGHT ZBA.GFA BUILDING HEIGHT

3.2 m 6.7 m

UNIT 01

9.9 m 9.9 m

163.80 160.50

115670..4500

Date

1

3.5 m

3.0 m

PROPERTY LINE

3.1 m R.O.W.

BLOCK A (5 ROW TOWNHOUSES)

7.1 m

1

No.

3.0 m

163.80 166.60

1 5 8 .1 3

ISSUE DATES AND DISTRIBUTION LOG

7.3 m

2 A 4 10

169.30

E

COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE No. Date Note ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT

PROPERTY LINE

3.1 m R.O.W.

A 4 10

BLOCK A (5 ROW TOWNHOUSES)

1

REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE.

ISSUE DATES ANDARCHITECTS DISTRIBUTION LOG COPYRIGHT 2005 KOHN INC.

163.80 160.50

LEVEL LEVELP11

SCALE: 1 : 100

2

3.2 m

PROPERTY LINE

PROPERTY LINE

6.1 m

4A

LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT. ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST. NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN

ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST.

163.80 166.60

AVERAGE GRADE

OVERALL BUILDING SECTION - EAST / WEST 02 1A 2A

THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE COPYRIGHT KOHN ARCHITECTS UPON INC. WRITTEN APPLICATION THE ARCHITECT DOCUMENTS2005

BY THE CONTRACTOR. WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY COPYRIGHT OFREGARDING THIS DRAWING THEOF DESIGN INTENT IS RESERVED

BY THE INFORMATION THEAND INTENT THE CONTRACT DOCUMENTS. ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THEELECTRICAL DRAWINGS DEVICES, AND THE INFORMATION LOCATIONS OF EXPOSED MECHANICAL OR FITTINGS AND CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE WHICH OR IN PART WITHOUT FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. SHALL GOVERN PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC. ITEMS NOT CLEARLY OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE

OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION 1 19.08.19 FOR SPA CONTAINED THEREIN MAY NOTISSUED BE REPRODUCED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC.

SCALE: 1 : 100

1

169.30

CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING NO INVESTIGATION HAS BEEN OR REPORTED ON THIS OFFICE IN JURISDICTION PERTAINING TOUNDERTAKEN THIS APPLICATION. REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE.

3.1 m

9.9 m HEATED PLENUM

T.O. PARAPET

3.3m m 2.8

9.9 m

9.9 m 9.9 m

UNIT 05 HEATED PLENUM

12.3 m 12.3 m ZBA.GFA BUILDING HEIGHT ZBA.GFA BUILDING HEIGHT

PROPERTY LINE

3.0 m

3.1 3.3 m m

3.1 m R.O.W.

BLOCK A (5 ROW TOWNHOUSES)

THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION SUPPLEMENTARY ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS AS OTHERWISE INDICATED. INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.

PROPERTY LINE

6.1 m

UNIT 05

PROPERTY LINE PROPERTY LINE

3A

A 4 10

CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION.

16.1 m

OVERALL BUILDING SECTION - EAST / WEST 02

170.10 166.60

0

1

7.1 m

T 3 G

3

3.1 m R.O.W.

7.1 m

169.30

0

2

DO NOT SCALE DRAWINGS.

G

3

A 4 10

4A

BLOCK A (5 ROW TOWNHOUSES)

1A 2A

170.10

12

3A

ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED.

6.1 m

T

2 3

1

Drawing Title:

OVERALL BUILDING 197 ERSKINE AVE & 14-16 ELVINA GARDENS SECTIONS - EAST/WEST Drawn By: TORONTO TM Drawing Title:

Checked By:

KK

Project No. ONTARIO 18158

OVERALL BUILDING 1 : 100 SECTIONS - EAST/WEST Date Plotted:

Scale:

2019-08-19 1:44:56 PM 3 A4 11

OVERALL BUILDING SECTION - EAST / WEST 01 SCALE: 1 : 100

Drawing No.:

1 A4 11

Checked By:

KK

Date Plotted:

2019-08-19 1:44:56 PM 3 A4 11

OVERALL BUILDING SECTION - EAST / WEST 01 SCALE: 1 : 100

A4 11

Drawn By:

TM

Project No.

18158 Scale:

1 : 100

Drawing No.:

1 A4 11

A4 11

9

W ARE HOUSE L OFTS WAREHOUSE LOFT CONDO 10 STOREYS RESIDENTIAL BUILDINGS CLIENT: DOWNING STREET & SHER CORP. GFA: 10,339.55 SM HEIGHT: 11 STOREYS LOCATION: 187 PARLIAMENT ST , TORONTO, ON, CANADA

10

Assisted in Architectural working drawings and Permit set

SOFTWARES

CHALLENGES

TASKS

Attended client’s meeting to set a design approach Developed an Interior package set including 3d renders, plans, sections & millwork drawings for: Live/work suites, suite entry doors and the main lobby.

The frequent design changes - Example: adding more live/work units - Introducing the retractable windows to the suites

Revit - Sketchup - Podium V2.5 - Photoshop - indesign * The main lobby renders and graphics are produced by the portfolio owner

11

THE HOOD

12

THE VIEW

W L

13

GF - PLAN AND WALL SECTIONS

14

LIVE/WORK UNITS - LEVEL 8

W L

15

INTERIOR DESIGN - MAIN LOBBY

16

INTERIOR DESIGN - PLAN & SECTIONS

W L

17

ELEVATOR LOBBY VIEW

18

MAIN ENTRANCE VIEW

W L

19

20

LIVE/ WORK UNITS VIEWS

* 3D views rendered by a third party

W L

GENERAL EXTERIOR VIEW

* 3D view rendered by a third party

21

P IZZA NOVA HEADQUARTERS PIZZA NOVA HEADQUARTERS - ADDITION OF 2 STOREYS BLOCK CLIENT: PIZZA NOVA GROSS FLOOR AREA: 1,488 SM LOCATION: 1260 LAWRENCE AVE. EAST

22

P H

Attended client meetings to formulate requirments and visions into conceptual ideas, model and plans

SOFTWARES

CHALLENGES

TASKS

Built the Revit model (Added building and the landscape) Produced preliminary design and design development packages Developed Permit set + Construction Documents

Structural challenges - Addition to an existing structure

Revit - Sketchup - Podium V2.5 - Photoshop - indesign * All Renders and graphics are produced by the Portfolio Owner

23

Site Plan - Existing & New Building

Enlarged Site Plan - New Building

24

EXISTING 2nd FLOOR PLAN NEW 2nd FlOOR PLAN 25

MATCH WITH THE PLAN ON THE LEFT

MATCH WITH THE PLAN ON THE RIGHT

SOUTH ELEVATION

26

WEST ELEVATION

EXTERIOR FRAME DETAILS

P H

27

2 STOREYS ADDITION

EXISTING BUILDING

28

P H

29

C HATEAU ELEGANCE CHATEAU ELEGANCE RESIDENTIAL CONDOS - 6 STOREYS RESIDENTIAL BUILDINGS CLIENT: ROBERT STRMOTA GROSS FLOOR AREA: 12,423 SM DENSITY (FSI): 2.5 LOCATION: 12 789 KEELE STREET , KING CITY, ONTARIO, CANADA 30

Building the revit model after approval, and proceeding with the design development phase (suite layouts, materials volumes - Landscape)

CHALLENGES

Preparing drawings for ZBA and SPA submissions Having to apply for a Variance application to add more storeys

SOFTWARES

TASKS

Developing a full feasibility study

Revit - Sketchup - Podium V2.5 - Photoshop - indesign

Conducting a visual study to make sure that the building’s height is not aggressive compared to the neighbouring buildings

* All Renders and graphics are produced by the Portfolio Owner

31

WEST ELEVATION

32 SITE PLAN

SECTION (THROUGH MPH)

SECTION (THROUGH RESIDENTIAL)

NORTH ELEVATION

SOUTH ELEVATION

33

PRECAST PANELS

ARCHITECTURAL BLOCK

MATERIAL BOARD

34

FIBER CEMENTSIDING

METAL SIDING

AERIAL VIEW - NORTH WEST

AERIAL VIEW - SOUTH EAST

35

THE LANDSCAPE DESIGN PACKAGE

36

37

V ILLA SCI DULU VILLA SCI DULU - TWIN DUPLEX CLIENT: MADAME CHAMBRIER GROSS FLOOR AREA: 1,450 SM LOCATION: 2 PLATEAUX - ABIDJAN - CÔTE D’IVOIRE

38

VS

Preliminary Design - Developing design alternatives/ Volume and massing study package

TASKS

Acheiving privacy between the two Units, while keeping the design as coherent as possible

SOFTWARES

Construction Documents - Full BuildingPermit Package & Construction Details

CHALLENGES

Design Development - Design Package including plans, elevation, sections & 3D Modeling & Rendering

Designing two twin villas for two siblings, who have different tastes and needs

Autocad - Sketchup - Podium V2.5 - Photoshop * All Renders and graphics are produced by the Portfolio Owner

39

GROUND FLOOR PLAN 40

ELEVATIONS

SECTIONS

VS

41

2

42

1

1 EXTERIOR POOL DETAIL

EXTERIOR STAIR DETAIL

VS

2 43

44

FRONT & BACK VIEWS

VS

45

R OSINE COMPLEX ROSINE RESIDENTIAL COMPLEX - 6 RESIDENTIAL UNITS CLIENT: AMANDA JEAN-BATIS GROSS FLOOR AREA: 1,656 SM LOCATION: 3392+CP RODNEY BAY, ST LUCIA, THE CARIBBEAN

46

RC

Preliminary Design & Site analysis - Studying the weather, soil, slope, by laws...

TASKS

Dealing with a hurricane climate - Changing designs to replace building elements that might collapse during a storm (wood pergola - window corners Dealing with the slope - The access to the residential units from the outdoor parking located on the top of the slope

SOFTWARES

Construction Documents - Full Building Permit Package & Construction Details

CHALLENGES

Design Development - Built the Revit model, Designed the suite layouts, picked exterior building materials

Revit - Sketchup - Podium V2.5 - Photoshop - indesign * All Renders and graphics are produced by the Portfolio Owner 47

SECTION 1

FENCE SECTION 2

LOWER FLOOR PLAN 48

FENCE DETTAIL

SECTION 2

SECTION 1

RC

49

3rd Floor BEDROOM 2

LAUNDRY

MASTER BEDROOM

Diagram showing the typical unit’s components 50

BATHROOM & ENSUITE

2nd Floor

LIVING ROOM

1st Floor

KITCHEN

CONSTRUCTION PHASE

DESIGN PHASE RENDERINGS

51

N ER ISRAEL RESIDENTIAL COMPLEX

NER ISRAEL RESIDENTIAL COMPLEX - 3 CONDOMINIUMS AND 2 BLOCK OF STACKED TOWNHOUSES CLIENT: MEDALLION GROSS FLOOR AREA: 43,713 SM LOCATION: 8940 BATHURST STREET, THORNHILL, ONTARIO, CANADA Analyzed the zoning by laws and the urban planning guide lines Built the Revit model - building masses and Landscape which comply with the urban guidelines

TASKS 52

Prepared a preliminary design pakage showing the Site plan, Statistics and the Massing

CHALLENGES

Created schedules with formulas to calculate the building stats (GFA- Parking requirment - number of units obtained etc...)

Trying different options - Exploring what is the best approach to obtain the highest number of units with a minimum cost of construction * Project done using Revit

N R

SID EW AL K

3.00 m 3.00 m

SITE STATISTICS

17 ST

DROPDROP-OFF

RAMP TO UNDERGROUND GARAGE

18.00 m 3.00 m 3.00 m SETBACK

BUILDING A 6 ST

G 15.00 m IN D MPH OA L 6 3.0 3.00 m

5

0m

G N I D A O L

8 ST

51.00 m

DR.

NER ISRAEL DR.

ZONE DESIGNATION RVM2

MPH

8 6

3.00 m 3.00 m 6

BATHURST ST.

EX IST IN G

3.00 m 3.00 m

1ͨ 12

9.00 m 3.00 m

BU PRO ILDING 54.P0OSED C 0 m 6ST

DROP-OFF

MPH 27.50 m 15.50 m

32.69 m

4m 24.7

m 3.00

m

8 6

3.00 m 3.00 m 15.07 m 30.00 m

3.00 m 3.00 m

3.00

DRO P-O FF

3.00 SET m BAC 3.

K 3.0000 m m 9.00 m 18.0 0m

GLEN BATHURST

FF -O P O R D

MPH

6 1ͨ

12.00 m

18.60 m

B BUILDING D SE PO O PR 8 ST

LO AD IN G

E (STH) BUILDING PROPOSED 4 STOREYS

EL DR. NER ISRA

42.00 m

0m 6.00 m 18.0

3.00 m

3.00 m

3.00 m

18.00 m

D (STH) BUILDING PROPOSED 4 STOREYS

18.00 m

6.00 m

3.00 m m 3.00

12.00 m

7.50 m SETBACK

3.00 m m 3.00 m 6.00 YP. SETBACK T

48.00 m

48.00 m

3.00 m 7.50 m SETBACK

URST ST. 9000 BATH Y OMMUNIT JAFFARI C CENTRE

3.00 m 3.00 m

KEY MAP

SITE AREA TOTAL GFA FSI 18,347 m² 43,713 m² 2.38

BUILDING AREA BUILDING C BUILDING B BUILDING A CONDO

GFA (m²) 6,165 m² 8,208 m² 22,428 m² 36,801 m²

GFA (sf) 66,360 SF 88,350 SF 241,409 SF 396,118 SF

UNITS 77 103 280 460

BUILDING D (TH) BUILDING E (TH) TOWNHOUSES GFA

3,456 m² 3,456 m² 6,912 m² 43,713 m²

37,200 SF 37,200 SF 74,400 SF 470,519 SF

32 32 64 524

PARKING Residential Parking Visitor Parking (Req) 1.5/CONDO UNIT (Req) 0.25/UNIT 2.0/STH UNIT

Total Parking (Req) 1.75/COND O UNIT 2.25/STH UNIT

CONDO 691

115

806

TOWNHOUSES 128 819

16 131

144 950

SITE PLAN - OPT1

N

1:1000

SITE PLAN & STATISTICS SITE PLAN

8940 BATHURST STREET

19-147

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Building Massing - South East Aerial View

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* Vaughan Urban guideline for high-rise buildings

N R

Building Massing - North East Aerial View

* Vaughan Urban guideline for Mid-rise buildings

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S TRACHAN AVE CONDOMINIUM

STRACHAN AVE CONDO - 7 STOREYS CONDOMINIUM CLIENT: BRIARWOOD DEVELOPMENT GROUP GROSS FLOOR AREA: 14,642 SM LOCATION: 127 STRACHAN AVE, TORONTO, ONTARIO, CANADA Analyzed the zoning by laws and the urban planning guide lines Built the Revit model - building masses and Landscape which comply with the urban guidelines

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CHALLENGES

TASKS

Created schedules with formulas to calculate the building stats (GFA- Parking requirment - number of units obtained etc...)

Prepared a preliminary design pakage showing the Site plan, Statistics and the Massing

Trying different options to explore what is the best approach to obtain the highest number of units with a minimum cost of construction * Project done using Revit

RAMP TO UNDERRAGMRPOTUOND GARAUGNEDERGROUND GA R A GE LOA DIN G INEGNITY INDOLOORAADM SPACINEDAOTOLREVAEMLE1NITY SP A C E A T L E V E L 1

1

44.39 m

2

22.00 m

7 6 5 4 3 2 7 6 5 4 3

22.00 m

45 6 7 45 6 7

12.95 m 12.95 m

SITE STATISTICS-OPTION 1 SITE STATISTICS-OPTION 1

ZONING SITE AREA TOTAL GFA FSI ZONING SITE AREA TOTAL GFA FSI DESIGNATION DESIGNATION I1; Bylaw 438-86 3,233 m² 14,642 m² 4.53 I1; Bylaw 438-86 3,233 m² 14,642 m² 4.53

BUILDING AREA-OPTION 1 BUILDING AREA-OPTION 1

FLOOR FLOOR LEVEL 1 LEVEL LEVEL 2 1 LEVEL LEVEL 3 2 LEVEL LEVEL 4 3 LEVEL LEVEL 5 4 LEVEL LEVEL 6 5 LEVEL LEVEL 7 6 LEVEL 7 GFA GFA

GFA (m²) GFA (sf) UNITS GFA GFA 2,835 m² (m²) 30,512 SF (sf) 11UNITS 2,835 30,512 2,514 m² m² 27,066 SF SF 31 11 2,514 m² 27,066 SF 2,382 m² 25,645 SF 30 31 2,382 25,645 2,250 m² m² 24,224 SF SF 28 30 2,250 24,224 1,949 m² m² 20,981 SF SF 24 28 1,949 20,981 1,609 m² m² 17,319 SF SF 20 24 1,609 17,319 1,101 m² m² 11,856 SF SF 14 20 1,101 m² 11,856 SF 14,642 m² 157,601 SF 158 14 14,642 m² 157,601 SF 158

*UNIT COUNT BASED ON 85% EFFICIENCY *UNIT UNIT COUNT BASED AVERAGE SIZE OF 68ON m285% (733EFFICIENCY sf) AVERAGE UNIT SIZE OF 68 m2 (733 sf)

PUBLIC LANEWAY PUBLIC LANEWAY

20.00 m 20.00 m R.O.W. R.O.W.

44.39 m

E X . SI D E WA L K

88.39 EX.mSIDEWALK

STRACHAN AVE 88.39 m STRACHAN AVE

1

121-127 121-127 OUTDOOR STRACHAN STRACHAN AMEONUITTYDOOR PROPOSED SPACAEMAETNITY PROPOSED LEVESLPA2CE AT 7 STOREYS 7 STOREYS LEVE L 2

ET STRE KING ET STRE KING

STAFFORD ST STAFFORD ST

2

22.00 m

22.00 m

20.00 m R.O.W. 20.00 m

R.O.W.

1.63 m 1.63 m

7 6 5 4 3 2 7 6 5 4 3

22.00 m 22.00 m

W IDE ST ADELA E ST W ID A L E AD EWAY C LAN PUBLI EWAY C LAN PUBLI VE HAN A STRAC

45 6 7 45 6 7

ADELAIDE ST W ADELAIDE ST W

KEY MAP KEY MAP

VE HAN A STRAC

36.58 m 36.58 m E X . SI D E WA L K EX. SIDmEWALK 34.95 34.95 m

*ANGULAR PLANE SHOWN AS PER *ANGULAR PLANE SHOWN AS PER CITY'S MIDRISE GUIDELINE CITY'S MIDRISE GUIDELINE

S C

KING ST W KING ST W

SITE SITEPLAN PLAN- OPT - OPT1 1 As indicated As indicated

Strachan & Adelaide

Strachan & Adelaide SITE PLAN & STATISTICS 121-127 Strachan Ave 121-127 Toronto, ONStrachan Ave Toronto, ON

18-151 18-151 2018-10-17

Kohn Partnership Architects Inc. Kohn Partnership Architects Inc. ON M5V 2K6 116 Spadina Avenue, Suite 501, Toronto 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com

57

58

S C

59

B UILDING A NALYSIS

nalysis/ School of Interior Design- Toronto -Canada

rsity

BUILDING ANALYSIS - SCHOOL OF INTERIOR DESIGN IPLAN FINAL PROJECT - RYERSON UNIVERSITY LOCATION: 302 CHURCH ST , TORONTO, ON Role: project manager

60

SOFTWARES CHALLENGES

TASKS

Assisted in taking building measurments and building the Revit model Helped investigating any exterior envelope deficiencies (thermal bridging) using the thermal camera Modeled and rendered all building details, sections and wall assemblies The building is divided into 3 parts which belong to different eras. Each part has its own structure and wall assemblies

Revit - Sketchup - Podium V2.5 - Photoshop indesign * All 3D renderings are done by the portfolio holder

Wall, Roof and Foundation Sections ( Labeling done by the Materials and Methods lead, Modeling and Renders done by the portfolio holder)

B A

Fig, Rendered section done by the portfolio holder.

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THERMAL INSPECTION Thermal Inspection The thermal was used to detect the deficienUsing thermalcamera camera to detect where the deficiencies in the cies in the building envelope.

building envelope.

The results showed that the thermal bridging was Thermal bridging developed corners and joints between developed in corners andinmaterial joints (where the building place) materialsaddition along withtook the corners.

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Demolition & New Construction Plans, Elevation and Section

B A

SECTION

MAIN ELEVATION

Note: Team members worked together on the drawings by collaborating through cloud in Revit (A360)

63

THANK YOU

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