2021- Azadeh Mohammadi - Portfolio

Azadeh Mohammadi PORTFOLIO OF WORK

900 St. Clair Avenue, City of Toronto 12 Storey Rental Apartment

Involvement:

Permit set and Tender set Building wall Section, Detail Sections, detail Plans

628 Church Street, City of Toronto 47 Storey Condominium Building

Involvement:

Permit set, Construction drawings,

289 The Kingsway, City of Torornto 3 buildings, 9 Storey Condominium

Involvement:

Desing Development Stage, SPA Submission, Permit set,

253 Queen Street, City of Brampton Mixed Use Development

Involvement:

Schematic Design Stage, Rezoning Submission.

6150 Yonge Street, City of Toronto 14 Storey Condominium mid-rise Building

Involvement:

Schematic Design Stage, Rezoning Submission, Desing Development, SPA Submission

1071 King Street West, City of Toronto 14 Storey Condominium mid-rise Building

Involvement: Desing Development, SPA Submission

1150 Centre Street, City of Toronto 12 Storey Condominium mid-rise Building

Involvement: Schematic Design Stage, Rezoning Submission

Bayview & Elgin Mills, City of Richmond Hill 14 Storey Condominium mid-rise Building & 48 Townhouse Blocks

Involment:

Schematic Design Stage, Rezoning Submission, Desing Development, SPA Submission

Bayview & Elgin Mills, City of Richmond Hill 14 Storey Condominium mid-rise Building & 48 Townhouse Blocks

Involment:

Schematic Design Stage, Rezoning Submission, Desing Development, SPA Submission

01hj82

228.40

01hj83

H M

5

14

14

14

13

11

10

8

10

9

9

9

8

8

7

7

6

4

3

5

119

9

7

7

7

6

6

5

5

7

113

736

5

22

6 18 2045

79

7

228.3

0

C/L

CB

H

G

41 14

51 65

7 22 8

8 8.6 22

22 22 8.6 8.4 0 5

22 22 8.53 8.3 8

22 8.4 4E X

X

22 22 8.48 8.3 3

"SLOW WATCH FOR TURNING VEHICLES" WARNING SIGN

FD

FD

FLOOR DRAIN (PARKING SLAB) FLOOR DRAIN (INTERIOR)

TYPICAL PARKING SPACE

TYPICAL B.F. PARKING SPACE

"SHARED PATHWAY"

CO 48 IN V EX

60 3

FINISH FLOOR ELEVATION EXISTING ELEVATION PROPOSED ELEVATION

BY

.0 7

N

TOP OF ROOF

IN V.2 26

BUILDING ENVELOPE

C O

Date

OF

No. Description

TERRACE PAVERS

IN V.2 23 .4 8

C

FIRE ACCESS ROUTE HEAVY DUT PAVING. ASSEMBLY TO BE DESIG TO MEET THE LOADS IMPOSED B FIRE FIGHTING EQUIPMENT.

GREEN REVISION R E ROOF CORD

UT PV 17 C .5m SA -3 N 00 @ mm 1.0 � EX 0%

C/L

###.###

00000

EX

CO 25 CO NC .7m NS . S -5 TR TM 25m UC @ m� 0.3 TIO 9%

7 V.2 25 .9 IN

IN V.2 23.

66

BARRIER FREE ACCESS

EX

CU RB

F.F.E. ###.###

MH

PL AN

95 86

SIGN (Rb-71(OTM)) 18 OF 440 CO NS TR UC TIO N

EX .9 7 IN V.2 25 EX

CB

M ST

AREA DRAIN CATCH BASIN

CB

X

22 8.3 5E X

0E X 22 8.3

22 22 8.2 8.4 4E 5 X ST M

MANHOLE COVER

CB

22 8.3 9E

8.5

4

22 22 8.48 8.3 3

22 8.5 6

SIAMESE CONNECTION

AD

22 8.3 9E

22 8.5

6

22 8.6 1

FIRE HYDRANT

MH

22

CE NT ER

PROPOSED ENTRANCE TO BE CONSTRUCTED BASED ON DS-206 AND DS-216

V.2 CO 19 25 NC .6m .8 9 . S -5 TM 25m @ m� 0.4 1% IN

60 4

EX

H M

VEHICLE / LOADING ENTRANCE / E

EXISTING LIGHT

22 8 22 .44 8.2 9

22 8.5 2

2 22 8.6 4

CB SU RF AC E

EXIT

SOLID WHITE 10CM PAVEMENT MARKING

"NO LEFT TURN SIGN" SIGN (Rb-12)

E.X. HP/LP TO BE RELOCATED

O F C /L

RETAIL ENTRANCE

01hj43

"BICYCLE TRAIL CROSSING" WC-44R (TAC)

E.X DITCH INTEL TO BE REMOVED

"STOP" SIGN (Ra-1)

X 22 8.2 4E

MAIN BUILDING ENTRANCE

22 80

01hj44

25 58

"DO NOT ENTER" SIGN (Rb-19)

� m m 00 -5 m 3.3

LINE OF UNDER GROUND GARAGE

5 85

37 70

2 22 9.1 29.0 5 0

BL UR OC TO BA K B 4 U WN N NE NIT HO W S @ USE 3 S TO 6.2 S RE M Y X1 0M

22 22 8.9 8.9 4 9

5 8.9 22

22 8.9 1

22 8.8 6

BL O UR CK A TO BA 4 U WN N NE NIT HO W S @ USE 3 S TO 6.2 S RE M Y X1 0M 22 8.6 22 8.6 0

8.48 5 22 8.53 228.3 0 22 22 228.4 8.2 22 9 8.1 4E 22 X 8.3 9

228.73 8 228.6 228.55

228.60

22 9.3 8

22 9.3

2

229.31 229.26 22 22 9.2 9.2 2 7

2

.23

2 NT 22 9.2 8 - 9

PR STR OP EE OSE T S D FI E R RE VIC H ED YDR A

N SIG -3

.06

FR

22 9 22 8.9 0

4

8

22 8.2

4

22 9

3

22 9.2 9

229.45 229.30

229.50

22 9.1 5 22 9.4 5

.82

OR EY 22 22 8.98 8.9 3

FIR ER OU TE

22 22 8.93 8.8 8

22 22 8.82 8.7 7

22 8.6 8.7 4 22

8.7 9

22

10 00 0 6

22 8.3

22 8.3

2

TE

22 8.2

"DO NOT ENTER" SIGN (Rb-19)

PROPERTY LINE

0

MH 33.8, 250mm DIAMETER PVC SAN @ 2.00%

BREAK INTO E.X 525MM REGIONAL STORM SEWER INSTALL 1200MM MANHOLE AND CONNECT PROPOSED 375MM STORM SEWER 25.0M,375MM DIAMETER PVC STM @ 2.00%

"SHARED PATHWAY" SIGN (Rb-71(OTM))

m� -375m 36.9m

"SLOW WATCH FOR TURNING VEHICLES" WARNING SIGN STM

C ST

00 30

ASPHALT OF EACH ACCESS WITHIN December ZBA/SPA Submission REGIONAL PROPERTY 10th 2020 TO BE AS FOLLOWS: 50MM SP 12.5 TOP; 100MM SP 19.0 I S S U E R E C O R D BASE; 150MM GRANULAR A; 450MM GRANULAR B

PL AN

C B

95 86

CB

OF

E AC RF SU

G EL

IN

LL MI

SR

OA

CB

C W LK

AN PL R. XP YE

229.20

22 9.0 4E X 8

22 22 9.3 9.2 5 0 .15

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22 9

22 9

2 9.4 22

P RR ODIU AC M E

RE O ST

OF RO

7

CB

X 3E 8.1 22

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NC CO

X 9E X 8.1 E 22 8.08 22

0.5m x 5m (2.5sm) GARBAGE AREA TOWNHOUSES GARAGE

T CU

BY

X 9E 8.1 22

0 8.4

X 6E 8.2 22

22

X

228.38 .28 28

.45

22 8.7 5E X

22 8.5 4E X .45

22 22 8.3 8.6 0 22 0 9.4 5

8.4 22

5

8.5

.45

22 9

22 8.7 3 22

229.33

6160

229.48

1400

Y

X 6E X 8.1 4E 22 8.0 22

X 2E 8.2 22

CB

01hj84

TL

22 9

22 8 14

8

788

228.22

HW

CUT

.65 22 9

22 8.2

0E X 13

7

100

BL RE OCK T O GU C 6 U WN LAR NIT HO NE S USE W 3 S ST

22 9

12

5

8

GR

8.

22

"PEDESTRIAN AND BICYCLE CROSSING" TAB SIGN Wc-32t (OTM) AHEAD SIGN Wc-15 (OTM)

X 3E 8.1 22

LINE OF BLOCKS

"NO LEFT TURN SIGN" SIGN (Rb-12)

15 .3 m -5 00 m m �

2

9

V W

A EW SID

86 95

F O

CH IT D

OF CO NS TR UC TIO N

11

4

HW

N SA

25EX 228.

1 8.3

4EX 228.4

228.59EX

TL

228.62

HW

X 5E 8.4 22

BS

01hj85

8.4 22

X 4E 8.1 0EX 22 8.0 22

2

5

19

.45

22 8

36 00 0

E

228.65

4

5

0

RB CU

D

C/L

6

9

2

228.43

X 1E 8.2 22

9.8 22

4

8.4 22

7

228.13

5 5

228.25

22

2 8.3 22

9.8 22

3

5

7 9.7

8.3 22

OF

8.3 22

8.3 22

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8 22

9.8

3

C W

226.33

995 24

228.33

228.70 228.85 228.88

228.

5 5 6 74 6 7 7 7

228.63

228.70 228.85 228.90

1

MH MH

TO

0 8.5 22 5 8.4 22

228.45 228.50

228.55 228.60

BARRIER-FREE PATH OF TRAVEL

238.500

241.856

228.65 228.60

16 55

Barrier-free path of travel shall be constructed in accordance with OBC B.3 .8.3. Exterior sidewalk must have a level area of minimum 1.67 m x 1.67 m in front of a barrier-free entrance door. Curb ramp should have a clear level space of minimum 1.1 m wide at the top & bottom and 1.67 m wide in front of a door. Please show all curb ramps to scales on the site plan.

225.78

8 7 6 6

11 12 11 10

39

CB

4

ED L SH TIA 230.05 OF FINI EN R FFE:229.87TOP O SID OO DE: (T 5m

OF RO

8 8 8

13 12 11 10

.62

32 01 1

29746

5

9.8

C/L

CH DIT OF

226.01

5

228.25

228.5

5E 8.1 22

RETAIL ENTRANCE

0

22

9.76

8.35 22 6

226.13

228.6

5

IL BU

8

14 13 13 13

229.90

228.4

8 8 9

9.80

8.03 B22 V

230.00

37039

0

5

DIN

G

EX 8.12 22

8 8 8 8

228.25

228.4 CB

A IN V.2 24 .5 0

8.84 H22 W

NU

230.0

229.7

5

89

15 14 14

229.8 6

0

22

5

10

14

5

228.5 4

22 8.3

5E X 228.4

228.4

9

14 13 13

229.90

229.7

0

229.45

6187 0 229.0

16 16

229.80

8.7

6000

230.00

5

229.90

230.00

229.85

0 230.0

FLO ED TOP UND GRADE:T (TO FINISH GRO RAGE GH OF TOP AVE NG HEI (TO LDI BUI F): 56m GHT 51m ROO NG HEI EL): LDI BUI LAST LEV THE

280.350

16

0

3

18 .7 4

228.68

EX

02pp53

02pp52

14 14

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22 22

226.03

19 65 5

22

PV 9.1 C m-3 ST 7 M 5m @ m 0.5 � 0%

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M

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02pp54 02pp55

230.0

T

PO

2 31 20

8.7 22

FL RA HT :27.

D G IG L) UN E HE VE AG LE GRO ER DINGST AV IL LA BU E TH

EY OR

12 45 8

MH

PH AS PH E AS 1 E 2

2

22

0

0 229.0 RETAIL ENTRANCE

16 16 16

MH

4

RE

1941

B DING OREY DING BUIL 14 ST L BUIL USE THO NEW DENTIA: 230.05 H PEN F OF ROO RESI OR FFE229.87 OF MEC

16

CE

.5 29

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7S

16

15

RETA ENTR IL AN

5

RA OO 8 IND VEL LE

ELEVATOR OVERHEAD

16

15

229.9

2

9 22

1 9.5 22

9.8 22

229.4

229.35 37

15

5

6

5

285.850

16

0

228.95

228.70 229.80

4450 230.35

230.35

23

7S

ING LOAD

230.0

5

230.0

5821

229.95 230.

00

152

1082

22

9.85

228.88

6160

16493

230.35

W

2332 1

157 91

6000

230.10 230.25

75 00

60 00

9552

229.8

228.8

H

100

UTE

50 16

DN 90 MP IUM 229.

0.05 95 RA 23 OD 229.

YP 0.05 RE 23 TO

0.05

16

.57

CE NT ER

RE RO

5 229.7 0 229.9

16

2809 229.9

5

22 9.0

TL

16 51 7

2 OF 155 CO 0 NS TR UC TIO 0 N 9.1 5

CB

4 8.7 9 22 8.8 22

19 91 9

22 23 9.9 0.1 5 0

3 229.5 229.58

229.50

229.95

229.95

13307 CM 10 S MA OLID RK W IN HIT G E

0

TE

23 0.0

RO U E FIR

P 16 P HAS 52 H 0 AS E 1 E 3

23 0.0

6 23 0.3

7 E

10 17 6

23 0.2

229.25

57 78 T PA

VE

ME N

X

23 0 23 .15 0.0 0

SE 11 T 00 BA CK

81 .8 m -4 50 m m �

HW 228.96

CU T

22 9

5800

22 9.2 5E X

X

75 02 43 00

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PV C

W V

CU RB

"P

2 .6

CO NS TR UC TIO @ N

22 9.5 5E X

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16 79 3

8.9 2 22 9.1 22

0.2 4%

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6148

@

AN SIG N Wc- D B W 32 ICY 23 c- t C 15 (O LE 22 0.0 (O TM C 9.9 7 TM ) RO 2 ) SS IN G"

0

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TO

22 29.2 2

0 9.0 5 22 29.1 2 7

SA N

22 9.9 5E

230.05

G R

PV C

22 9.4 7E

22 22 9.1 9.2 5 0 23 0.0

0

13 30 7

W

FI 0 3050

2

84 226

ING CE RK PA TRAN EN

(FR-3 SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 30M)

0 10 18

16 77 5

238.200

MH

LB

230.0

LB

LB

RY L PRIMA ENTIA RESID ANCE ENTR

TE

0 9.58 70 22 73 9.

22

FR-1 SIGN

2350

15

C PV

BS

C/L

ST M

TA DE 22 9.9 AH B S STR 5 EAD IGN IAN

22 9.7 5 22 9.9 0

1E X

PV C

BY

H

LB

0

OGS -1

81 .8 m -4 50 m m �

50 .1 m -4 50 m m �

6E X

PL AN

SA N

@

229.20

LB

0 229.9 230.05

14

22 22 8.55 8.7 E 0E X X

5E X

0E X

22 9.2

22 9.1 6E X

22 9.4 5E X

78 58

M 10 H 1

29129 DISTAN CE TO FIRE HY DRAN 229.75 T LB 19620

LB

PROPOSED SIAMESE CONNECTION

TRAN CE

229.7

7 .6 26 � V.2 m IN m % EX 50 1 8 -4 0.8 .5 m @ V.226 .2 11 STM EX IN

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LB

17

IL EN

2

BA YV

230.05 230.00

E

U RO

PROPOSED FIRE HYDRANT

FR-3 SIGN

9.85 22 80 9.

22

5 230.2

FR-2 SIGN

FR-1 SIGN

3125

7 9.7 22

FIR

228.86

DEWATERING PIPE

4 9.5 9 STORAGE WATER FROM 22 9.3 TANK PUMPED TO STM 22 5 PLUG INV 228.39 9.2 22 0 9.4 22 FR-2 SIGN

STAIRCASE B

9.62 22 .57 9 22

MH

SOLID WHITE 10CM PAVEMENT MARKING

229.35 229.50

8350

3 9.8 22 9.68 22

05 230.

00 230.

PROPOSED FIRE HYDRANT TO BE CONNECTED VIA THE BUILDING MECHANICAL SYSTEM

LB

229.24

227.73

227.34

227.42

227.33

227.41

227.36 227.48

227.34 227.47

227.31 227.40

227.14

227.30

227.54

227.49

227.51

227.42

227.33

227.28

227.41

227.44

227.32

227.33

227.25

227.57

227.37

227.43

227.52

227.20

227

22

227.59

227.50

227.54

227.51

227.6 X X

22 9.0

22 9.3

22 22 9.1 9.3 9 4

1.1 0%

22 9.0 6E X

22 22 9.2 9.3 3 8

0.2 4%

22 9.7 22 9.8 0EX 5

7

C/L

O F

10 2

LB

N

2844 0

EX .IN V.2 25 .1 49

12 62 4

17 90 2

23 0.0 23 6 22 0.1 9.9 2 7

8

22 9.4 6

22 22 9.8 9.7 9 4

22 8.7

23 0.2

22 22 9.3 9.5 8 3

9

M H

LB

230.03

22 9.3 9.2 6 1

23 23 0.3 0.2 5 0

2

0.5 � 0%

LB

229.90 229.95

PRIMA RESID RY ENTR ENTIAL ANCE

229.65 229.80 229.85

25 230. 10 230.

LB

RE EN TAIL TR AN CE

22 22 9.9 9.7 2 7

23 0.1

5

22 9.7

M H

23 23 0.2 0.0 1 6

23 0.1 23 5 23 0.2 0.0 1 6

SA N

0.1

23 0.1

5

E 23 X.I 0.1 N V.2 5

SU RF AC E

CU RB

CU T

RESTORE CURB AND GUTTER TO THE SATISFACTION OF THE REGION

m� 25m 50% m-2 @ 0.

20.1 STM C PV

FR-1 SIG

2914 0

5 230.2

230.25 230.10

LB

286.050

EX .IN V.2 22 9.0 25 2 3 .1 29 0 .3 22 1 0

5

9

1

23 25 0.2 .5 0 57 23 0.2

7

PV 14.6 C m ST -2 M 25m @ m 0.5 � 0%

23

23 0.0 0 02pp452

N

ELEVATOR OVERHEAD

22 9.8

.7 2

FR-2 SIG

LB 230.15

LB LB

THE DING HEIG F): 56.2 TOP OF MEC LAS T LEV HT (TO m H PEN EL): 51.2 TOP OF THO m USE FINI SHE D ROO F OF

IUM

22 9.9 23 5 22 0.0 9.8 1 6

0.1

6

23 0.1

2

23 0.2

CB

OD

6E X

23

5

23 0.3

23 0.2

23 0.3

2

V

YP

RE EN TAIL TR AN 22 CE

23 0.2 23 8 23 0.3 0.2 5 0 IN V.2 26

229.7 229.8 5 0

LOAD ING

22 22 8.5 8.6 1E 5E X X

RE

RETA

EX

2

24800

230.25 230.10

230.05 230.00

229.80 229.95

229.39 229.54

0.10 23 9.95 22

230.00

22 8.9 22 8.7 2 7

TO

22 9.9 9.8 8 3

B 3- ROK 6- E 3m N PA -UR VE BA ME N W NT H MA ITE RK 10cm IN G

229.8

230.15 230.0 0

GN

BUIL NEW DING A RESI 14 STOR DE GRO EY AVE UND FLO NTIA RAG L BU BUIL E GRAOR FFE FINI DING HEIG DE: 229: 230.25 ILDI SHE NG BUIL D ROO HT (TO .87

22 23 9.8 0.0 9 4

22 9.8

EX .IN V.2 25 .3 74

CE

SIGN

22 8.6

23 0.1 0

7S RE EN TAIL TR AN

FR-1 SI

PHASE 2 PHASE 3

C:\Users\amohammadi\Documents\QAL_SITE_19068_Bayview and Elgin Mills_R2020_Updated URB 4 THS_amohammadi.rvt

22 9.95 9.9 0

V.2 24 .7 0

22

23 0.3

RESTORE BOULEVARD (100MM TOPSOIL +SOD)TO THE SATISFACTION OF THE REGION

IN

1235

NC E

230.25 230.10

8

230.1 7 230.0 2

IUM

230.25

230.1

FR-2

NEW 3 STOREY TOWNHOUSES 4 UNITS

7 45 10

ASPHALT OF EACH ACCESS WITHIN REGIONAL PROPERTY TO BE AS FOLLOWS: 50MM SP 12.5 TOP; 100MM SP 19.0 BASE; 150MM GRANULAR A; 450MM GRANULAR B

EX

IGN

229.

90 229.

95

229.42 229.47

TRANSFORMERS

LB

25700

230.25

229.60 229.65

92 35

.7 8

ITY

FR-1 S

2433 2 TR AN CE

24800

230.

15 230.

05

229.67 229.72

BLOCK M

230.35

230.25 LB

229.75 229.90

229.78 229.83

229.81 229.86

CB

229.05

228.99 228.94

29 .49

22 22 9.9 9.8 4 9

6

V.2 27 .2 7

OD

IGN

229.86

LB

MSC642100P *6'-4" / 193cm

23 0.0

IN

OF

YP

14038 SET BACK FROM EXHAUST

STAIRCASE C

23

0.05 230.

00

229.85 229.90

46 74

EX

RO OF

RE

MINI PARK MAILBOX CONTANING 64 HOUSE LOCKERS

229.79 229.94

LB230.18

NEW 3 STOREY TOWNHOUSES 4 UNITS

PROPOSED FIRE HYDRANT STREET SERVICED

9852

IN V.2 24

G

ED

IND L E OO R VE L 8 AME N

TO

IL EN

EXHAUST PHASE 2

229.78 229.93

2 2705

EX

M PA ULT VE I-U ME SE NT PA MA TH RK IN

IN V.2 27 .3 4

"BICYCLE TRAIL CROSSING" WC-44R (TAC)

PROPOSED ENTRANCE TO BE CONSTRUCTED BASED ON YORK REGION STANDARD DS-203 AND DS-216

"S VE LO HIC W W LE AT S" C W HF AR O NIN R T G UR SIG NIN N G

SH

DIN G

7S

TA

MH

EXHAUST PHASE 3

229.80 229.85

229.47

CB

(FR-3 SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 30M)

61 40

EX

SOLID WHITE 10cm PAVEMENT MARKING

TR A

RE

FIRE ROUTE 229.81

229.80 229.85

CB

FR-3 SIGN

229.25 229.21 229.32 229.28 229.16 229.27

229.52

229.80 229.75

229.70 229.65

7 1622

"SHARED PATHWAY" SIGN (Rb-71(OTM))

EN

BU IL

FR -2 S

22 9.

22 75 9.80

TR AN CE

229.61

229.75

FR-3 SIGN

229.65

20 37

1.2 0%

TA IL

IL EN

229.66 229.65

229.72

95 36

RE

TA

N

229.76

65 00

229.35

229.50

9 2591

NC E

T

@

RE

REGULAR NEW 3 STOREY TOWNHOUSES 4 UNITS 239.000

17 00

228.90

229.50

6 89 19

TR A

EN M

ST M

ET EN AIL TR AN CE

229.50

REGULAR NEW 3 STOREY TOWNHOUSES 4 UNITS

5000 SET BACK FROM EXHAUST

23 0.

23 30 0.15

228.85

228.85

229.50

REGULAR NEW 3 STOREY TOWNHOUSES 4 UNITS

BLOCK L 2750

228.85 228.94

REGULAR NEW 3 STOREY TOWNHOUSES 4 UNITS

2750

23 0.

23 30 0.11

SIG

229.85

229.85

BLOCK D

230.00

23 0.

23 05 0.00

FR -1

229.85

BLOCK E

229.76 229.71

229.79 229.84

229.76 229.81

229.75 229.80

228.80

228.56

229.85

228.74

G

EN

SE

PV C

22 27 1 R

M DIU PO E E Y AC OR RR TE F

TA IL

8375

O RO

RE

SID EN TIA L

229.82 229.87

TRANSFORMERS

23

0.20 PR STR OP 230.25 EE OSE T S D FI 23 ER RE 0.05 VIC H ED YDR AN T-

253.450

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SITE PLAN LEGEND

THERE WILL BE SIDEWALK CONNECTIONS FROM EACH UNIT TO THE PUBLIC SIDEWALK/PATH ON ELGIN MILLS.

m �

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22 9.2

(FR-3 SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 30M)

RESTORE BOULEVARD (100MM TOPSOIL + SOD) TO THE SATISFACTION OF THE REGION RESTORE CURB AND GUTTER TO THE SATISFACTION OF THE REGION

22 8.7 0

30 METER BUFFER SETBACK FROM THE FLOOD LINE

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ED G

KEY PLAN

The owner/developer further agrees to determine and provide a suitable temporary Community Mailbox location(s), which may be utilized by Canada Post until the curbs, sidewalks and final grading have been completed at the permanent Community Mailbox locations. This will enable Canada Post to provide mail delivery to new residence as soon as the homes are occupied.

The building address must be prominently displayed and clearly visible from the street access point.

Each building to be identified clearly with its assigned address nomenclature. Key maps to be provided at each entrance into the site. Addressing scheme shall be review by fire department.

The loading space and staging pad are required to be constructed of 150mm concrete with a minimum specified compressive strength of 32MPa. The loading space and staging pad must also be constructed of a base with a minimum 300mm of 20mm crusher run limestone, with an exposure class of C-2 and reinforcement mesh as required.

The building address must be prominently displayed and clearly visible from the street access point.

All existing public sidewalks shall remain free and clear and passable at all times.

Occupants are advised that despite the inclusion of noise abatement features within the development area, sound levels from road traffic, existing commercial developments and the existing Hindu Temple may be of concern, occasionally interfering with some activities of the dwelling occupants as the noise level will exceed the Ministry of Environment’s noise criteria.

Below note to be added into Site Plan agreement, which will be registered on title and should be included in all offers of purchase, sale and lease of Building A,B&C, all units, block A,B,C,D,E,F,G,H,I,J, all units.

Note: "This Suite was fitted with a central ventilation system to allow the windows and exterior doors to remain closed, thereby achieving indoor sound levels within the limits recommended by the Ministry of Environment"

For: Buildings A and B (All Units) Building C (All Units) Blocks A, B, C, D, E, F, G, H, I, J (All Units) “Occupants are advised that sound levels due to increasing road traffic , the existing commercial developments and the Hindu Temple may occasionally interfere with some activities of the occupants as the sound level will exceed the noise criteria of the Municipality and the Ministry of the Environment”

Quadrangle Architects Limited 901 King Street West, Suite 701 Toronto, ON M t 416 598 1240 www.bdpquadrangle.com

Bayview and Elgin Mills

for 1430518 Ontario Limited 19068 1:250 PROJECT SCALE

DL

DRAWN

Site Plan

A102.S

Note: This drawing is the property of the Architect and may used without the expressed consent of the Architect. The C responsible for checking and verifying all levels and dimens all discrepancies to the Architect and obtain clarification prio work.

-

- - -

-

- -

-

Prepare design development drawings from schematic design documents, coordinate and validate with lead Designer.

Create and submit all drawing sets, including permit, and tender set.

Prepare all working drawings and details for construction set.

Assist in the coordination of above documents with appropriate Consultants during different project stages.

Appraise all bids from contractors, evaluate offers and make appropriate recommendations to client.

Responsible for Contract Administration.

Prepare certificates for payment to General Contractor during each phase of the project.

Visit job site and lead construction process.

RETAIL PROJECTS:

PRADA, VINCE CAMUTO, JIMMY CHOO, DOLCE AND

GABBANA, LOUIS VUITTON, GUERLAIN, MIUMIU 2012-2016 Project Leader Executive projects, Team work DK Studio Architects Inc.

AZADEH MOHAMMADI

Sections

AZADEH MOHAMMADI

Sections AZADEH MOHAMMADI

HOTEL GALLERIA Winter 2009 Group project Coordinator: Steven Fong, University of Toronto

AZADEH MOHAMMADI 7

8

CONCEPTUAL IDEA The aim of our project is to design a building that essentially generates a sense of public, private and semi-private spaces along a public promenade carried throughout the hotel mainly from Queen street.

The building is to draw the public in through visual, physical and aesthetic features of the design as well as the distribution of the programming within.

While the suites perform as private spaces, public and semi public spaces were to be incorporated into the corridors of the hotel - parts that are not often celebrated.

To achieve this effect, the suites and corridors are considered as separate programs of the hotel, a separation that was carried further into the structural design of the building where each suite functions independently from the rest of the hotel.

To further enhance the concept of accessibility and openness to the public, openings were created in the corridors that allow visual access in between the different levels.

In order to avoid the use of intrusive load bearing structures the corridors are suspended via cables from a space frame above, which behaves as the highlight of the building.

CIRCULATION DIAGRAM The public is guided into the hotel through gallery spaces that start on the basement and continue to the 5th floor.

A set of stairs are carefully located to guide the visitors from one gallery space to another offering with the first connection occuring at ground level between the padestrians on queen street and the gallery space visible in the basement level.

AZADEH MOHAMMADI 9

BROOKFIELD ST

FENNINGS ST W

QUEENS STREET WEST

QUEENS STREET WEST

GORDON BELL RD. A

B

DS

C

D

FENNINGS ST W

E

E

A

B

DS

C

QUEENS STREET WEST

D

10

WEST SIDE ELEVATION

QUEEN STREET SOUTH SIDE ELEVATION

QUEEN STREET SOUTH SIDE ELEVATION 1:200

AZADEH MOHAMMADI 11

12

SECTION A_A

SECTION A_A

SECTION A_A

SECTION A_A

SECTION B_B

SECTION B_B

SECTION B_B

SECTION C_C

1:200

SECTION C_C

1:200

SECTION C_C

1:200

SECTION B_B

SECTION C_C

DESIGN DESCRIPTION AND INTENT

SECTION C_C

SECTION C_C

The structure of the building primarily relies on a steel framework SECTION C_C 1:200 into which prefabricated modular units with their own structure are SECTION D_D 1:200 plugged.

Connected to a two level concrete basement and foundation system, SECTION D_D 1:200 the steel framework is based around an open atrium spanning in the SECTIONof D_D flexible 1:200 East-West direction of the building. Along the atrium, a set corridors are suspended from the roof truss by means of high tensile steel cables.

SECTION D_D 1:200 Various densities of these and additional non structural cables will help create vertical screen-like partitions contributing to the level of privacy, the functioning of the corridors as public gallery spaces, and reducingsolar gain through controllable apertures.

SECTION C_C

SECTION D_D

SECTION D_D

SECTION D_D

SECTION D_D

AZADEH MOHAMMADI 13

THERMAL INSULATION TOUGHENED DOUBLE GLAZING (SAFETY GLASS) GLASS FIN MOUNTING

On the west end of the building behind a 15 m high insulating glass wall, a band of water and plants separates between the glass wall and the theatre that stands as an independent structure within the building. The skin of the theatre visible from the exterior of the west end is made of auminum panels and functions as a backdrop for the plants behind the west facade. The west façade is held up via a glass fin supporting system and opens to accommodate natural ventilation and connects to the glass on the roof.

FORK FITTING CABLE/ SPACE FRAME CONNECTION EXTRUDED ALUMINUM GLAZING BAR FIN 12mm TOUGHENED SAFETY GLASS

THERMAL INSULATION TOUGHENED DOUBLE GLAZING (SAFETY GLASS) GLASS FIN MOUNTING

The organization of the program primarily along the north and south ends of the building gives rise to the conservatory effect within the east-west oriented atrium. The concept of the suspended corridors is carried through to the ground floor where openings or voids accomodate a sense of lightness and visual accessibility to the gallery space in the basement.

While the space frame spans 3m beyond the main structure of the building, its structure is exposed in the 14m span of the atrium through the interior and the west glass wall that wraps around the building. On the north and south of the building the roof is cladded with metal and lit from below to give it a strong presence as an important feature of the building.

Operable remote controlled skylights in the glass roof and louvers on the west wall are also installed to accommodate natural ventilation.

14

EXTRUDED ALUMINUM GLAZING BAR DOUBLE GLAZING TRANSOM STRUCTURAL BEAM

AZADEH MOHAMMADI 15

EXTERIOR SHEATHING SEALING MEMBRANE FIBRE QUILT THERMAL INSULATION ACOUSTIC INSULATION METAL DECK FIXING BRACKET DRAINAGE SOLID EAVES METAL PROFILE EAVES CLIPS CORRUGATED METAL CLADDING OUTER LINING SHEET

EXTERIOR SHEATHINVG 2 LAYERS OF POLYTHENE SHEETING (AIR B 100mm FIBERBOARD INSULATION 38mm CORRUGATED METAL DECK GYPSUM BOARD BEAM STUD 3” RIGID INSULATION PLYWOOD ALUMINUM CLADDING DOUBLE GLAZED OPERABLE WINDOW 760mm ROXUL SAFE ’N’ SOUND™ 130mm AIR HARDWOOD PLYWOOD 16

Azadeh Mohammadi azadeh.mda@gmail.com (647)818 9524

AZADEH MOHAMMADI