queen st west - toronto urban retail...

Flagship Retail for Lease in the Heart of Queen West

336 QUEEN ST WEST

About the SpaceSizeSpaces starting from approximately 3,500 sq.ft. to a maximum of 25,000 sq.ft.

Flexible and numerous options availablePlease contact the listing agents for details

AvailableQ1 2019 (approx.)

Highlights » Up to 50 ft of frontage onto Queen Street West

» Potential for single floor or multi-unit floor space with vertical transport

» Potential for signature rooftop restaurant with best in class patio

336 QUEEN ST WEST

QU

EEN

STR

EET

WES

T

SPADINA AVENUE

AVG. HOUSEHOLDINCOME (2017)

$102,699

POPULATION (2017)47,606

19.8%% POPULATION

CHANGE (2017-2021)

*Within 1 km of 336 Queen St W

Location Overview // Queen St West

336 QUEEN ST W

336 Queen Street West is in the heart of one of Canada’s most prominent retail hubs and benefits from its location on the north side of the street which features a wider sidewalk and exceptional pedestrian traffic.

Queen West is known for it’s mix of trendy fashion boutiques and premium international brands including Club Monaco, H&M, Aritzia, Zara, Lululemon and the much anticipated Mountain Equipment Co-Op flagship currently under construction. Queen West’s central location in Downtown Toronto, along with the significant residential/employment growth in the immediate area, allows the node to continue it’s ability to attract premium retail brands, restaurants and bars creating significant pedestrian traffic seven days week.

2567 8

9

10

12

13

14

15

16

1718

1920

2122

23 4

1

3

Notable Development ApplicationsAddress Total Units

1 234 Simcoe Street 11292 40-58 Widmer Street 4263 170 Spadina Avenue 2104 102 Peter Street 8995 263 Adelaide St W 3286 283 Adelaide St W 3727 457 Richmond St West 1398 30 Widmer St 4619 8 Widmer Street 58310 401,407-409 & 415 King 61511 217 Adelaide St W 41012 100 Simcoe St 52413 260-270 & 274-322 King 1949

Notable Active ProjectsSite Name Total Units

14 488 University Avenue 45315 Form 18916 Smart House 24117 330 Richmond Street W 31018 PJ 36819 King Blue- North Tower 38720 Bisha 33421 SQ 24122 SQ2 16923 James 135

11

35 Active Condo Projectsin Downtown West

Canada’s Most Active Condominium Market336 Queen St W

King Blue Condominium

Bisha Hotel & Residences PJ Condos SQ2

QUEEN

STREET WEST

SPADINA AVENUE

336 Queen Street West

Floor Plans

UP

UPUP

UP

PROPOSED STAIRS

UP

BASEMENT

TOTAL:± 10,125 S.F.(±941 S.M

.)RETAIL: ± 7,355 S.F.

(±683 S.M.)

UP

BULWER STREET

10' - 5" 9" 7' - 0 1/2" 9" 4' - 1" 5" 8' - 4 1/2" 7 1/2" 8' - 4" 9" 7' - 3 1/2" 8' - 5 1/2"

2" 57' - 2 1/2" 7"

9' - 3"

TWO TIER BICYCLE

PARKING(22 SPACESSTACKED)(±650 S.F.)(±60 S.M

.)

CUSTOMER OW

NEDSUBSTATION

SHOWER/

CHANGEROOM

CORRIDOR(±520 S.F.)(±48 S.M

.)

ELEV

QUEEN STREET WEST

PROPOSED STAIRS

FREIGHT ELEVATOR

PROP. STORMM

ANHOLE. REFERTO CIVIL DW

GS.

PROP. SANITARYM


GS.

ELEV

DASHED LINE DENOTES EXISTINGW

ALL TO BE DEMOLISHED

8' - 2" 37' - 7 1/2"

SHOWER/

CHANGEROOM

MECH. ROOM

ELEC. RISER CLOSET. REFERTO ELEC. DW

GS.

BDD

6

A6.1

5x5x

A AC

EE

FF

GGI

J J

3

A5.3

4x

44y

PROPOSED LOCATION FOR

STANDPIPE. REFER TOM

ECH. DWGS.

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

25' - 7 1/2"19' - 10"

1' - 2 1/2"

1

A5.4

4

A5.2

1

A5.2

6

A6.0

33

1x1x2

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"56' - 2"

2A5.0

1

A5.3

2' - 8"9"

10' - 0"9"

13' - 6"

3' - 2"9"

7' - 4 1/2"

2' - 0"PROPOSED LO

CATION FORSTANDPIPE. REFER TO M

ECH. DWGS.

DUCT SHAFT. REFER TOM

ECH. DWGS.

MAIN PIPE SHAFT. REFER TO

MECH. DW

GS.

DUCT SHAFT. REFERTO M

ECH. DWGS.

39' - 3"30' - 0"

30' - 0"30' - 5"

22' - 5 1/2"20' - 4"

2' - 8"

8' - 9" 9' - 4" 10' - 0" 28' - 1"

56' - 2"

175' - 1 1/2"

175' - 1 1/2"

1A5.1

2

A5.3

H

K

11

55

2x4z

2

A5.2

----

1

A5.5

B101B102

B103B104

B106B107

1HR

A6.0

1

A6.1

1

B108B109

B110

B105

B112B111

1' - 0" 3" 26' - 11" 8' - 0 5/8" 8' - 8 3/8"

1' - 10 3/4"

8" 8' - 7"

1 3/4"

1' - 0"

FD-1P-5

P-5

FD-1

P-7P-2

9 1/4"

14' - 4 1/2"7 1/4"

11' - 11 1/8"

1 3/8"7 5/8"

9' - 4 3/8"4 7/8"

9' - 10 7/8"3"

EXISTING

18' - 4 7/8"3' - 4 3/8"

20' - 2"6' - 1 7/8"

7' - 7 3/8" 9" 8' - 7" 7 5/8" 12' - 2" 4 7/8" 9' - 5 3/8" 7 5/8"

P-1

P-2

P-2

P-5FD-1

2

A5.5

1092 (3' - 7")

ELEVATORM

ACHINE RM.

B113

1HR

1HR

1HR

1HR

1HR

1HR

1HR

1HR

1HR

1' - 0" 6' - 11" 1' - 0"4' - 11" 1' - 3" 1' - 6"

PROP. INCOM

INGTORONTO HYDRODUCK BANK. REFERTO ELEC. DW

GS.

STORAGE TANK.REFER TO CIVILDW

GS.

FIRST FLOOR (FEE: 90.59)TOTAL: ±9,143 SF

(±849 SM)

RETAIL: ±7,320 SF(±680 SM

)

16' - 8 1/2"9 1/2"

23' - 4"

36' - 1"

11' - 6"

LOBBY(±383 S.F.)

(±35.6 S.M.)

FREIGHT ELEVATOR

SHARED LOADINGAREA (FEE: 91.73)

(± 376 S.F.)(±35 S.M

.)

PROPOSED STAIR A

LINE OF SECOND FLOORABOVE

DN

20' - 5" 6' - 6 1/2" 20' - 10 1/2" 9' - 4" 7"

3' - 2 1/2"4 1/2"

2' - 5 1/2"

137' - 11 1/2"

UP

DN

PROPOSED "CSIZE" M

AILBOX X17

86' - 8"9"

1' - 10"7 1/2"

7' - 3 1/2"7 1/2"

7' - 3 1/2"9"

5' - 9 1/2"9"

19' - 1"VESTIBULE(±105 S.F.)(±9.8 S.M

.)LINE OF CANOPYABOVE

LINE OF BUILDING ABOVE

PROPOSED TYPE 'B'LOADING

SPACEHEIGHT=4050M

M

PROPOSED GARBAGE AND

RECYCLE BINS

PROPOSED STAIRS

QUEEN STREET WEST

PROPOSED STAIR B

PROP. STORM M

ANHOLE

PROP. SANITARYM

ANHOLE

ELEVELEV



BULWER STREET

B

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

42' - 9 1/2"2' - 8"

DD

3' - 9"

2 HR. F.R.

1 HR. F.R.

1 HR. F.R.

1' - 6"

6' - 8 1/4"9 1/4"

6' - 4"9 1/4"

4' - 0" 9 1/4" 4' - 0"

9"

9"8' - 4 1/2"

7 3/4"1' - 5 1/2"

7 3/4"11' - 1"

6

A6.1

DN

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

5x5x

EXIT

EXIT

A AC

EE

FF

GG

2' - 8"42' - 9 1/2"

30' - 5"30' - 0"

30' - 0"39' - 3"

IIJ J

3

A5.3

8" 8' - 1" 9' - 4" 2' - 11" 7' - 1" 7' - 3" 20' - 2" 8"

4x

4

2 HR. F.R.

4y

9' - 11 1/2"5' - 9 1/2"

16' - 3"

9' - 4"

2 HR. F.R.

1 HR. F.R.

1 HR. F.R.

19' - 7 1/2"

2 HR. F.R.

175' - 1 1/2"

1

A5.4

2 HR. F.R.

4

A5.2

1

A5.2

6

A6.0

33

1x1x2

56' - 2"

2A5.0

1

A5.3

5"4' - 1"

3"4' - 6" 9" 7' - 0 1/2" 9"


ECH. DWGS.

MAIN PIPE SHAFT. REFER

TO MECH. DW

GS.

ELEC. RISER CLOSET.REFER TO ELEC. DW

GS.

PPROPOSED LOCATIONFOR STANDPIPE. REFERTO M

ECH. DWGS.


ECH. DWGS.

1 HR. F.R.


ECH. DWGS.

1' - 2"

39' - 8 1/2"

1A5.1

2

A5.3

91.6991.63

91.70

91.7091.67

91.6791.73

(TOF)

91.73

(TOF)

91.62

SLOPE TO DRAIN.REFER TO CIVIL ANDM

ECH. DWGS.

91.63

SIAMESE CO

NNECTION

CORRIDOR(FEE: 91.73)(± 143 S.F.)(±13.3 S.M

.)

H

K

EW-3.1

P-1

4A7.1

4A7.14A7.1

4A7.1

4A7.1

A7.2

1

11

55

2x4z

EW-3.1

EW-3.1

EW-3.1

P-1

P-2

EW-3.1

EW-3.1

EW-3.1

P-2

P-2

P-2

P-4

56' - 2"

/4

A7.0RW

L TIGHT TO BACK OF COLUMN.

TYP. REFER TO DETAIL ./

4A7.0

RWL TIGHT TO BACK OF COLUM

N.TYP. REFER TO DETAIL .

2

A5.2

A7.2

1

A7.2

1

A7.2

1

A7.2

1

----

1

A5.5

D111

D110

D108

D109D105

D106

D107

D103

D104

A6.0

21 HR. F.R.

A6.1

2

57' - 2 3/8"

2' - 6" 18' - 0" 2' - 6" 11' - 2" 2' - 6" 20' - 6 3/8"

10' - 10 1/8"

ø 5

' - 0"

A7.2

3

2

A5.5

D101D102

2 HR. F.R.

1 HR. F.R.

1 HR. F.R.

11' - 7"9"

2' - 0 1/2"7 3/4"

10' - 0"9"

6' - 11"

/4

A7.0RW


TYP. REFER TO DETAIL .

20' - 5" 6' - 8 1/4" 7' - 10 3/4"

1' - 10 1/2"

5' - 1 1/2"

1' - 9 1/2"

3' - 2" 7' - 11 3/4"

N This drawing, as an instrum

ent of service, is provided by and is the property of Turner Fleisher Architects Inc. Thecontractor m

ust verify and accept responsibility for all dimensions and conditions on site and m

ust notify TurnerFleischer Architects Inc. of any variations from

the supplied information. This draw

ing is not to be scaled. Thearchitect is not responsible for the accuracy of survey, structural, m

echanical, electrical, etc., information show

non this draw

ing. Refer to the appropriate consultant's drawings before proceeding w

ith the work. Construction

must conform

to all applicable codes and requirements of authorities having jurisdiction. The contractor w

orkingfrom

drawings not specifically m

arked 'For Construction' must assum

e full responsibility and bear costs for anycorrections or dam

ages resulting from his w

ork.

T

TURNERFLEISCHER

URNERFLEISCHERARCHITECTSIN

C.

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

1/8" = 1'-0"

336 QUEEN STREET WEST

TORONTO, ON

15.063

BASEMENT AND GROUND FLOOR

PLAN

Author

A2.0

Checker

2016-03-28

1/8

" = 1

'-0"

A2.0

1B

AS

EM

EN

T P

LA

N

1/8

" = 1

'-0"

A2.0

2G

RO

UN

D F

LO

OR

PLA

N

#DATE

DESCRIPTIONBY

12017-05-12

ISSUED FOR PERMIT

EH

UP

UPUP

UP

PROPOSED STAIRS

UP

BASEMENT

TOTAL:± 10,125 S.F.(±941 S.M

.)RETAIL: ± 7,355 S.F.

(±683 S.M.)

UP

BULWER STREET

10' - 5" 9" 7' - 0 1/2" 9" 4' - 1" 5" 8' - 4 1/2" 7 1/2" 8' - 4" 9" 7' - 3 1/2" 8' - 5 1/2"

2" 57' - 2 1/2" 7"

9' - 3"

TWO TIER BICYCLE

PARKING(22 SPACESSTACKED)(±650 S.F.)(±60 S.M

.)

CUSTOMER OW

NEDSUBSTATION

SHOWER/

CHANGEROOM

CORRIDOR(±520 S.F.)(±48 S.M

.)

ELEV

QUEEN STREET WEST

PROPOSED STAIRS

FREIGHT ELEVATOR

PROP. STORMM


GS.

PROP. SANITARYM


GS.

ELEV



8' - 2" 37' - 7 1/2"

SHOWER/

CHANGEROOM

MECH. ROOM

ELEC. RISER CLOSET. REFERTO ELEC. DW

GS.

BDD

6

A6.1

5x5x

A AC

EE

FF

GGI

J J

3

A5.3

4x

44y



ECH. DWGS.

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

25' - 7 1/2"19' - 10"

1' - 2 1/2"

1

A5.4

4

A5.2

1

A5.2

6

A6.0

33

1x1x2

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"56' - 2"

2A5.0

1

A5.3

2' - 8"9"

10' - 0"9"

13' - 6"

3' - 2"9"

7' - 4 1/2"

2' - 0"PROPOSED LO

CATION FORSTANDPIPE. REFER TO M

ECH. DWGS.


ECH. DWGS.

MAIN PIPE SHAFT. REFER TO

MECH. DW

GS.


ECH. DWGS.

39' - 3"30' - 0"

30' - 0"30' - 5"

22' - 5 1/2"20' - 4"

2' - 8"

8' - 9" 9' - 4" 10' - 0" 28' - 1"

56' - 2"

175' - 1 1/2"

175' - 1 1/2"

1A5.1

2

A5.3

H

K

11

55

2x4z

2

A5.2

----

1

A5.5

B101B102

B103B104

B106B107

1HR

A6.0

1

A6.1

1

B108B109

B110

B105

B112B111

1' - 0" 3" 26' - 11" 8' - 0 5/8" 8' - 8 3/8"

1' - 10 3/4"

8" 8' - 7"

1 3/4"

1' - 0"

FD-1P-5

P-5

FD-1

P-7P-2

9 1/4"

14' - 4 1/2"7 1/4"

11' - 11 1/8"

1 3/8"7 5/8"

9' - 4 3/8"4 7/8"

9' - 10 7/8"3"

EXISTING

18' - 4 7/8"3' - 4 3/8"

20' - 2"6' - 1 7/8"

7' - 7 3/8" 9" 8' - 7" 7 5/8" 12' - 2" 4 7/8" 9' - 5 3/8" 7 5/8"

P-1

P-2

P-2

P-5FD-1

2

A5.5

1092 (3' - 7")

ELEVATORM

ACHINE RM.

B113

1HR

1HR

1HR

1HR

1HR

1HR

1HR

1HR

1HR

1' - 0" 6' - 11" 1' - 0"4' - 11" 1' - 3" 1' - 6"

PROP. INCOM

INGTORONTO HYDRODUCK BANK. REFERTO ELEC. DW

GS.

STORAGE TANK.REFER TO CIVILDW

GS.

FIRST FLOOR (FEE: 90.59)TOTAL: ±9,143 SF

(±849 SM)

RETAIL: ±7,320 SF(±680 SM

)

16' - 8 1/2"9 1/2"

23' - 4"

36' - 1"

11' - 6"

LOBBY(±383 S.F.)

(±35.6 S.M.)

FREIGHT ELEVATOR

SHARED LOADINGAREA (FEE: 91.73)

(± 376 S.F.)(±35 S.M

.)

PROPOSED STAIR A

LINE OF SECOND FLOORABOVE

DN

20' - 5" 6' - 6 1/2" 20' - 10 1/2" 9' - 4" 7"

3' - 2 1/2"4 1/2"

2' - 5 1/2"

137' - 11 1/2"

UP

DN

PROPOSED "CSIZE" M

AILBOX X17

86' - 8"9"

1' - 10"7 1/2"

7' - 3 1/2"7 1/2"

7' - 3 1/2"9"

5' - 9 1/2"9"

19' - 1"VESTIBULE(±105 S.F.)(±9.8 S.M

.)LINE OF CANOPYABOVE

LINE OF BUILDING ABOVE

PROPOSED TYPE 'B'LOADING

SPACEHEIGHT=4050M

M

PROPOSED GARBAGE AND

RECYCLE BINS

PROPOSED STAIRS

QUEEN STREET WEST

PROPOSED STAIR B

PROP. STORM M

ANHOLE

PROP. SANITARYM

ANHOLE

ELEVELEV



BULWER STREET

B

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

42' - 9 1/2"2' - 8"

DD

3' - 9"

2 HR. F.R.

1 HR. F.R.

1 HR. F.R.

1' - 6"

6' - 8 1/4"9 1/4"

6' - 4"9 1/4"

4' - 0" 9 1/4" 4' - 0"

9"

9"8' - 4 1/2"

7 3/4"1' - 5 1/2"

7 3/4"11' - 1"

6

A6.1

DN

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

5x5x

EXIT

EXIT

A AC

EE

FF

GG

2' - 8"42' - 9 1/2"

30' - 5"30' - 0"

30' - 0"39' - 3"

IIJ J

3

A5.3

8" 8' - 1" 9' - 4" 2' - 11" 7' - 1" 7' - 3" 20' - 2" 8"

4x

4

2 HR. F.R.

4y

9' - 11 1/2"5' - 9 1/2"

16' - 3"

9' - 4"

2 HR. F.R.

1 HR. F.R.

1 HR. F.R.

19' - 7 1/2"

2 HR. F.R.

175' - 1 1/2"

1

A5.4

2 HR. F.R.

4

A5.2

1

A5.2

6

A6.0

33

1x1x2

56' - 2"

2A5.0

1

A5.3

5"4' - 1"

3"4' - 6" 9" 7' - 0 1/2" 9"


ECH. DWGS.

MAIN PIPE SHAFT. REFER

TO MECH. DW

GS.


GS.


ECH. DWGS.


ECH. DWGS.

1 HR. F.R.


ECH. DWGS.

1' - 2"

39' - 8 1/2"

1A5.1

2

A5.3

91.6991.63

91.70

91.7091.67

91.6791.73

(TOF)

91.73

(TOF)

91.62

SLOPE TO DRAIN.REFER TO CIVIL ANDM

ECH. DWGS.

91.63

SIAMESE CO

NNECTION

CORRIDOR(FEE: 91.73)(± 143 S.F.)(±13.3 S.M

.)

H

K

EW-3.1

P-1

4A7.1

4A7.14A7.1

4A7.1

4A7.1

A7.2

1

11

55

2x4z

EW-3.1

EW-3.1

EW-3.1

P-1

P-2

EW-3.1

EW-3.1

EW-3.1

P-2

P-2

P-2

P-4

56' - 2"

/4

A7.0RW



4A7.0



2

A5.2

A7.2

1

A7.2

1

A7.2

1

A7.2

1

----

1

A5.5

D111

D110

D108

D109D105

D106

D107

D103

D104

A6.0

21 HR. F.R.

A6.1

2

57' - 2 3/8"

2' - 6" 18' - 0" 2' - 6" 11' - 2" 2' - 6" 20' - 6 3/8"

10' - 10 1/8"

ø 5

' - 0"

A7.2

3

2

A5.5

D101D102

2 HR. F.R.

1 HR. F.R.

1 HR. F.R.

11' - 7"9"

2' - 0 1/2"7 3/4"

10' - 0"9"

6' - 11"

/4

A7.0RW



20' - 5" 6' - 8 1/4" 7' - 10 3/4"

1' - 10 1/2"

5' - 1 1/2"

1' - 9 1/2"

3' - 2" 7' - 11 3/4"








non this draw



must conform


orkingfrom





ork.

T

TURNERFLEISCHER


C.

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

1/8" = 1'-0"


TORONTO, ON

15.063

BASEMENT AND GROUND FLOOR

PLAN

Author

A2.0

Checker

2016-03-28

1/8

" = 1

'-0"

A2.0

1B

AS

EM

EN

T P

LA

N

1/8

" = 1

'-0"

A2.0

2G

RO

UN

D F

LO

OR

PLA

N

#DATE

DESCRIPTIONBY

12017-05-12

ISSUED FOR PERMIT

EH

UP

UP

UP

2ND FLOOR:TOTAL: ± 10,056 S.F.

(±934 S.M)

OFFICE: ± 8,295 S.F.(±771 S.M

.)

PROPOSED STAIR A

OPEN TO BELOW

UP

OPEN TO ABOVE

LINE OF CANOPYBELOW

UP

FREIGHT ELEVATOR

DN

PROPOSED STAIR B

ELEVELEV

OPEN TO ABOVEOPEN TO ABOVE

DN

QUEEN STREET WEST

BULWER STREET

BDD

SPRINKLER PROTECTED GLAZING

SPRINKLERPROTECTED GLAZING

6

A6.1

5x5x

A A

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

25' - 7 1/2"17' - 2"

2' - 8"

CEE

FF

GG

I

IJ

J

3

A5.3

4x

44y

PROPOSED LOCATION FOR STANDPIPE.REFER TO M

ECH. DWGS.

8' - 9" 9' - 4" 2' - 11" 7' - 1" 7' - 3" 20' - 2" 8"

39' - 3"30' - 0"

30' - 0"30' - 5"

22' - 5 1/2"20' - 4"

2' - 8"

175' - 1 1/2"

175' - 1 1/2"

SPRINKLER PROTECTED GLAZINGSPRINKLER PROTECTED GLAZING


10' - 11 1/2"2' - 2 1/2" 7 1/2"8' - 4 1/2"

9"

19' - 8" 9 1/2" 6' - 7" 9" 6' - 7 1/2" 9" 8' - 8" 3' - 2" 8' - 0"

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

8' - 6 1/2"

38' - 5 1/2"9 1/2"

87' - 1 1/2"9"

1' - 10"

7 1/2"7' - 3 1/2"

7 1/2"7' - 3 1/2"

9"5' - 9 1/2"

19' - 10"

7' - 8 1/2" 10' - 1"

2HR F.R.

2HR F.R.

2HR. F.R. C/W SPRINKLERPROTECT GLAZING

1HR F.R.

1HR F.R.

1

A5.4

4

A5.2

1

A5.2

2' - 6

"

6

A6.0

33

1x1x2

2A5.0

1

A5.3


ECH. DWGS.


ECH. DWGS.


GS.



ECH. DWGS.

1A5.1

2

A5.3

56' - 2"

56' - 2"

H

K

4A7.2

2A7.2

STORAGE:(± 870 S.F.)

(±80.8 S.M.)

11

55

2x4z

EW-3.1

P-2

P-4

P-2

EW-3.1

EW-3.1

P-1EW

-2.1

P-1

P-2

P-2

SP

RIN

KLE

RP

RO

TE

CT

GLA

ZIN

G

/4

A7.0RW



4A7.0



2

A5.2

----

1

A5.5

7' - 2"

D202

D201

D203

D204

A6.0

31HR F.R.

1HR F.R.

1HR F.R.

A6.1

3

2

A5.5

4A7.1

4A7.1

ELEVATORM

ACHINERM

D2051HR F.R.


ECH. DWGS.

A8.0

1

4A7.22A7.2

4' - 2"

38' - 5 1/2"9 1/4"

87' - 1 1/4"19' - 2"

5' - 9 1/4"9' - 9 1/4"

7"10' - 0 1/2"

5' - 1"

2' - 6" 11' - 2" 2' - 6 1/8" 11' - 2" 2' - 6 1/8" 11' - 2" 2' - 6 1/8" 11' - 2" 2' - 6 1/8"

29' - 1" 17' - 7" 10' - 6 1/2"



/4

A7.0

7' - 2"27' - 6"

7' - 2"27' - 6"

7' - 2"13' - 0"

2' - 8"11' - 6"

13' - 1 1/8"

3RD FLOORTOTAL: ± 10,118 S.F.

(±940 S.M.)

OFFICE: ± 9,192 S.F.(±854 S.M

.)

UP

DN

OPEN TO BELOW

2A1-37.14

PROPOSEDSTAIR A

OPEN TO BELOW

LINE OF CANOPYABOVE

FREIGHTELEVATOR

PROPOSED STAIR B

ELEVELEV

QUEEN STREET WEST

BULWER STREET

OPEN TO BELOWOPEN TO BELOW

BDD

---- 6

A6.1

5x5x

A AC

EE

FF

GG

I

IJ J

3

A5.3

DN

4x

4

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

25' - 7 1/2"17' - 2"

2' - 8"

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

4y

PROPOSED LOCATION FOR STANDPIPE


39' - 3"30' - 0"

30' - 0"30' - 5"

22' - 5 1/2"20' - 4"

2' - 8"

175' - 1 1/2"

PROPERTY LINE

8' - 9" 9' - 4" 2' - 11" 7' - 1" 7' - 3" 20' - 2" 8"

2HR F.R.

1HR F.R.

1HR F.R.

8' - 2"

1HR F.R.

2HR. F.R. C/W SPRINKLER PROTECT GLAZING2HR F.R.

2HR F.R.



SPRINKLER PROTECTEDGLAZING

1

A5.4

4

A5.2

1

A5.2

6

A6.0

UP

33

1x1x2

6" 56' - 2" 6 1/2"

2A5.0

1

A5.3

175' - 1 1/2"

56' - 2"

1A5.1

2

A5.3

H

K

WINDOW

SPRINKLER SYSTEM. REFER TO M

ECH. DWGS.

11

55

2x4z

/4

A7.0RW



4A7.0



2

A5.2

----

1

A5.5

D301

D302

D303

9" 7' - 0 1/2"

A6.0

4

A6.1

4


2

A5.5


ECH. DWGS.


ECH. DWGS.


GS.


ECH. DWGS.

10' - 6" 17' - 7" 1' - 0" 17' - 7" 10' - 6 1/2"

57' - 2 1/2"

57' - 2 1/2"

2' - 6"2' - 6"2' - 6" 6' - 2"

2' - 6 1/8"

2' - 6"2' - 6" 6' - 2"

2' - 6 1/8"

2' - 6"2' - 6" 6' - 2"

2' - 6 1/8"

2' - 6"2' - 6" 6' - 2" 2' - 6 1/8"

/4

A7.0RW



1/8

" = 1

'-0"

A2.1

1S

EC

ON

D F

LO

OR

PLA

N








non this draw



must conform


orkingfrom





ork.

T

TURNERFLEISCHER


C.

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

1/8" = 1'-0"


TORONTO, ON

15.063

SECOND FLOOR AND THIRD FLOORPLAN

Author

A2.1

Checker

2016-03-28

#DATE

DESCRIPTIONBY

12017-05-12

ISSUED FOR PERMIT

EH

1/8

" = 1

'-0"

A2.1

2T

HIR

D F

LO

OR

PLA

N

Basement

BULWER STREET

QUEEN STREET WEST

First Floor 2nd Floor

20 / CBRE Limited

UP

UP

UP

2ND FLOOR:TOTAL: ± 10,056 S.F.

(±934 S.M)

OFFICE: ± 8,295 S.F.(±771 S.M

.)

PROPOSED STAIR A

OPEN TO BELOW

UP

OPEN TO ABOVE

LINE OF CANOPYBELOW

UP

FREIGHT ELEVATOR

DN

PROPOSED STAIR B

ELEVELEV

OPEN TO ABOVEOPEN TO ABOVE

DN

QUEEN STREET WEST

BULWER STREET

BDD


SPRINKLERPROTECTED GLAZING

6

A6.1

5x5x

A A

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

25' - 7 1/2"17' - 2"

2' - 8"

CEE

FF

GG

I

IJ

J

3

A5.3

4x

44y

PROPOSED LOCATION FOR STANDPIPE.REFER TO M

ECH. DWGS.

8' - 9" 9' - 4" 2' - 11" 7' - 1" 7' - 3" 20' - 2" 8"

39' - 3"30' - 0"

30' - 0"30' - 5"

22' - 5 1/2"20' - 4"

2' - 8"

175' - 1 1/2"

175' - 1 1/2"



10' - 11 1/2"2' - 2 1/2" 7 1/2"8' - 4 1/2"

9"

19' - 8" 9 1/2" 6' - 7" 9" 6' - 7 1/2" 9" 8' - 8" 3' - 2" 8' - 0"

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

8' - 6 1/2"

38' - 5 1/2"9 1/2"

87' - 1 1/2"9"

1' - 10"

7 1/2"7' - 3 1/2"

7 1/2"7' - 3 1/2"

9"5' - 9 1/2"

19' - 10"

7' - 8 1/2" 10' - 1"

2HR F.R.

2HR F.R.

2HR. F.R. C/W SPRINKLERPROTECT GLAZING

1HR F.R.

1HR F.R.

1

A5.4

4

A5.2

1

A5.2

2' - 6

"

6

A6.0

33

1x1x2

2A5.0

1

A5.3


ECH. DWGS.


ECH. DWGS.


GS.



ECH. DWGS.

1A5.1

2

A5.3

56' - 2"

56' - 2"

H

K

4A7.2

2A7.2

STORAGE:(± 870 S.F.)

(±80.8 S.M.)

11

55

2x4z

EW-3.1

P-2

P-4

P-2

EW-3.1

EW-3.1

P-1EW

-2.1

P-1

P-2

P-2

SP

RIN

KLE

RP

RO

TE

CT

GLA

ZIN

G

/4

A7.0RW



4A7.0



2

A5.2

----

1

A5.5

7' - 2"

D202

D201

D203

D204

A6.0

31HR F.R.

1HR F.R.

1HR F.R.

A6.1

3

2

A5.5

4A7.1

4A7.1

ELEVATORM

ACHINERM

D2051HR F.R.


ECH. DWGS.

A8.0

1

4A7.22A7.2

4' - 2"

38' - 5 1/2"9 1/4"

87' - 1 1/4"19' - 2"

5' - 9 1/4"9' - 9 1/4"

7"10' - 0 1/2"

5' - 1"

2' - 6" 11' - 2" 2' - 6 1/8" 11' - 2" 2' - 6 1/8" 11' - 2" 2' - 6 1/8" 11' - 2" 2' - 6 1/8"

29' - 1" 17' - 7" 10' - 6 1/2"



/4

A7.0

7' - 2"27' - 6"

7' - 2"27' - 6"

7' - 2"13' - 0"

2' - 8"11' - 6"

13' - 1 1/8"

3RD FLOORTOTAL: ± 10,118 S.F.

(±940 S.M.)

OFFICE: ± 9,192 S.F.(±854 S.M

.)

UP

DN

OPEN TO BELOW

2A1-37.14

PROPOSEDSTAIR A

OPEN TO BELOW

LINE OF CANOPYABOVE

FREIGHTELEVATOR

PROPOSED STAIR B

ELEVELEV

QUEEN STREET WEST

BULWER STREET


BDD

---- 6

A6.1

5x5x

A AC

EE

FF

GG

I

IJ J

3

A5.3

DN

4x

4

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

25' - 7 1/2"17' - 2"

2' - 8"

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

4y



39' - 3"30' - 0"

30' - 0"30' - 5"

22' - 5 1/2"20' - 4"

2' - 8"

175' - 1 1/2"

PROPERTY LINE

8' - 9" 9' - 4" 2' - 11" 7' - 1" 7' - 3" 20' - 2" 8"

2HR F.R.

1HR F.R.

1HR F.R.

8' - 2"

1HR F.R.

2HR. F.R. C/W SPRINKLER PROTECT GLAZING2HR F.R.

2HR F.R.




1

A5.4

4

A5.2

1

A5.2

6

A6.0

UP

33

1x1x2

6" 56' - 2" 6 1/2"

2A5.0

1

A5.3

175' - 1 1/2"

56' - 2"

1A5.1

2

A5.3

H

K

WINDOW

SPRINKLER SYSTEM. REFER TO M

ECH. DWGS.

11

55

2x4z

/4

A7.0RW



4A7.0



2

A5.2

----

1

A5.5

D301

D302

D303

9" 7' - 0 1/2"

A6.0

4

A6.1

4


2

A5.5


ECH. DWGS.


ECH. DWGS.


GS.


ECH. DWGS.

10' - 6" 17' - 7" 1' - 0" 17' - 7" 10' - 6 1/2"

57' - 2 1/2"

57' - 2 1/2"

2' - 6"2' - 6"2' - 6" 6' - 2"

2' - 6 1/8"

2' - 6"2' - 6" 6' - 2"

2' - 6 1/8"

2' - 6"2' - 6" 6' - 2"

2' - 6 1/8"

2' - 6"2' - 6" 6' - 2" 2' - 6 1/8"

/4

A7.0RW



1/8

" = 1

'-0"

A2.1

1S

EC

ON

D F

LO

OR

PLA

N








non this draw



must conform


orkingfrom





ork.

T

TURNERFLEISCHER


C.

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

1/8" = 1'-0"


TORONTO, ON

15.063

SECOND FLOOR AND THIRD FLOORPLAN

Author

A2.1

Checker

2016-03-28

#DATE

DESCRIPTIONBY

12017-05-12

ISSUED FOR PERMIT

EH

1/8

" = 1

'-0"

A2.1

2T

HIR

D F

LO

OR

PLA

N

UP

DN

4TH FLOOR (INCUL. PATIO)TOTAL: ± 9,911 S.F.

(±921 S.M.)

OFFICE: ± 7,500 S.F.(±697 S.M

.)PATIO: ± 1,580 S.F.

(±147 S.M.)

DN

DN

OPEN TO BELOW

5' - 2"

PATIO(±1,580 S.F.)(±147 S.M

.)

2' - 5 1/2"

2' - 5 1/2"

PROPOSEDPATIO RAILING

OPEN TO BELOWPROPOSED SKYLIGHTABOVE

PROPOSED STAIR A

7' - 2"27' - 6"

7' - 2"27' - 6"

7' - 2"13' - 0"

2' - 8"11' - 6"

13' - 6"


PROPOSED SKYLIGHTABOVE

PROPOSED SKYLIGHTABOVE

LINE OF CANOPYBELOW

FREIGHT ELEVATOR

PROPOSED STAIR B

ELEVELEV

QUEEN STREET WEST

BULWER STREET

BDD

6

A6.1

5x5x

A AC

EE

FF

GG

II

J

3

A5.3

4x

44y

PROPOSED LOCATIONFOR STANDPIPE. REFERTO M

ECH. DWGS.


STANDPIPE. REFER TO MECH.

DWGS.

1

A5.4

4

A5.2

2HR. F.R.

2HR. F.R. C/W SPRINKLER PROTECT GLAZING

1

A5.2

6

A6.0

33

1x1x2

2A5.0

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

56' - 2"

1

A5.3

ROOF DRAIN.REFER TO M

ECH.DW

GS.

ROOF STONE PAVER C/W SLOPE

INSULATION TO

ROOF DRAIN

HIGHSLOPE

HIGH

SLOPE

HIGHSLOPE

HIGH SLOPE

HIGH SLOPE

39' - 3"30' - 0"

30' - 0"30' - 5"

42' - 9 1/2"

172' - 5 1/2"

8" 8' - 1" 9' - 4" 10' - 0" 27' - 5" 8"

56' - 2"

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

42' - 9 1/2"2' - 8"

175' - 1 1/2"


ECH. DWGS.

1HR. F.R.

1HR. F.R.

MAIN PIPE SHAFT.

REFER TO MECH.

DWGS.

ELEC. RISERS CLOSET.REFER TO ELEC. DW

GS.


ECH. DWGS.


1A5.1

2

A5.3

H

K

11

55

2x4z


N.TYP. REFER TO DETAIL



/4

A7.0

/4

A7.0

A7.2

12

16' - 1 5/8"

10' - 1 1/2" 6' - 1"

2

A5.2

3' - 5 7/8"

----

2' - 5"

1

A5.5

D401

D402

D403

D404

A6.0

5

A6.1

5

2

A5.5

WINDOW

SPRINKLER SYSTEM. REFER

TO MECH. DW

GS.

8.3% RAMP DN

A8.0

1

3' - 0" 31' - 7" 3' - 4"

10' - 6" 17' - 7" 1' - 0" 17' - 7" 10' - 7"

11' - 4 1/2"9"

1' - 5 3/8"

7 5/8"

9' - 1 1/2"15' - 11"

P-2

P-2

P-4

EW-2.2

P-2

EW-3.1

P-4

P-2

1HR F.R.

P-2P-1

6' - 0"28' - 8"

6' - 0"28' - 8"

6' - 0"2' - 0"

26' - 11 3/4" 8' - 1 1/2" 8' - 8" 3' - 2" 7' - 11 3/4"

BUILDING BELOW

57' - 11"

PATIOBELOW

6' - 0"

6' - 0"

6' - 0"

PROPOSED SKYLIGHT

PROPOSED SKYLIGHT

PROPOSED SKYLIGHT

PROPOSEDSKYLIGHT

PROPOSED SKYLIGHT

QUEEN STREET WEST

BULWER STREET

BDD

6

A6.1

5x5x

A AC

EE

FF

GG

IIJ J

3

A5.3

4x

44y

1

A5.4

4

A5.2

1

A5.2

6

A6.0

33

1x1x2

2A5.0

PROPOSED SKYLIGHT

EXTENT OF GUARDRAIL AROUNDROOF ACCESS HATCH

1

A5.3

60' - 0"

30' - 0"30' - 0"

1' - 5"7' - 2"

27' - 6"7' - 2"

27' - 6"7' - 2"

2' - 8"

OUTLINE OFCANOPY BELOW

ROOF DRAIN AT LOWPOINT (-6")

HATCHED REGION DENOTESEXTENT OF 4" TAPEREDINSULATION SLOPED TO DRAIN

HIGH

SLOPE

HIGH

SLO

PE

HIGH

SLOPE

3' - 2"21' - 5"

14' - 8"30' - 0"

30' - 0"30' - 5"

42' - 9 1/2"2' - 8"

HIGH

SLO

PE

ROOF DRAIN AT LOWPOINT (-6")

175' - 1 1/2"

41' - 3"6' - 0"

28' - 8"6' - 0"

28' - 8"6' - 0"

8" 20' - 0" 7' - 5" 18' - 6" 8' - 11" 8"

56' - 2"

8" 8' - 1" 9' - 4" 2' - 11" 7' - 1" 27' - 5" 8"

PROPERTY LINE

56' - 2"

39' - 3"30' - 0"

30' - 0"30' - 5"

42' - 9 1/2"2' - 8"

175' - 1 1/2"

1A5.1

2

A5.3

H

K

HIGH

SLO

PE

6' - 6"

11

55

2x4z

EX

TE

NT

OF

GR

EE

N R

OO

F.

RE

FE

R T

O D

ET

AIL

.

EX

TE

NT

OF

GR

EE

N R

OO

F.

RE

FE

R T

O D

ET

AIL

.

GR

EE

N R

OO

F(±

1,4

85 S

.F.)

(±138 S

.M.)

2

A5.2

1

A5.5

2

A5.5

1A7.0

1A7.0

/15

A7.1

/15

A7.1

SCUPPER. REFER TO DETAIL/

12A7.1

5' - 5 1/2" 1' - 6" 2' - 7 1/2"2' - 8" 1' - 6" 16' - 6"

SCULPER. REFER TODETAIL .

/12

A7.1

MUR-R-01. REFER TO

MECH. DW

GS.

ROOF TOP UNIT. REFER TOM

ECHANICAL DRAWINGS

FOR TYPICAL HVAC CURBDETAIL REFER TO .

/11

A7.0

ROOF TOP UNIT. REFER TOM

ECHANICAL DRAWINGS

FOR TYPICAL HVAC CURBDETAIL REFER TO .

/11

A7.0

ROOF PAVER AROUND ALL RTU.REFER TO DETAIL . (TYP.)

/9

A7.0








non this draw



must conform


orkingfrom





ork.

T

TURNERFLEISCHER


C.

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

1/8" = 1'-0"


TORONTO, ON

15.063

FOURTH FLOOR AND ROOF PLAN

Author

A2.2

Checker

2016-03-28

1/8

" = 1

'-0"

A2.2

1F

OU

RT

H F

LO

OR

PLA

N

#DATE

DESCRIPTIONBY

12017-05-12

ISSUED FOR PERMIT

EH

1/8

" = 1

'-0"

A2.2

2R

OO

F P

LA

N

BULWER STREET

QUEEN STREET WEST

3rd Floor 4th Floor

21 / 336 Queen Street West

Basement Third FloorFirst Floor Fourth Floor

QUEEN STREET WEST

BULWER STREET BULWER STREET

QUEEN STREET WEST

Second Floor

336 QUEEN ST WEST

Floor Plans Basement 7,355 sq.ft.Ground: 7,320 sq.ft.Second: 8,295 sq.ft.Third: 9,192 sq.ft.Fourth: 7,500 sq.ft. +

1,580 sq.ft. patio

Arlin Markowitz*Senior Vice President

416 815 2374 [email protected]

*Sales Representative

Alex Edmison*Vice President


Jackson TurnerSales Representative


Teddy TaggartSales Representative


This disclaimer shall apply to CBRE Limited, Real Estate Brokerage, and to all other divisions of the Corporation; to include all employees and independent contractors (“CBRE”). The information set out herein, includ-ing, without limitation, any projections, images, opinions, assumptions and estimates obtained from third parties (the “Information”) has not been verified by CBRE, and CBRE does not represent, warrant or guarantee the accuracy, correctness and completeness of the Information. CBRE does not accept or assume any responsibility or liability, direct or consequen-tial, for the Information or the recipient’s reliance upon the Information. The recipient of the Information should take such steps as the recipient may deem necessary to verify the Information prior to placing any reliance upon the Information. The Information may change and any property de-scribed in the Information may be withdrawn from the market at any time without notice or obligation to the recipient from CBRE. CBRE and the CBRE logo are the service marks of CBRE Limited and/or its affiliated or related companies in other countries. All other marks displayed on this document are the property of their respective owners. All Rights Reserved.

queen st west - toronto urban retail...

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