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
ANHOLE. REFERTO CIVIL DW
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
DASHED LINE DENOTES EXISTINGW
ALL TO BE DEMOLISHED
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"
DUCT SHAFT. REFERTO M
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.
PPROPOSED LOCATIONFOR STANDPIPE. REFERTO M
ECH. DWGS.
1 HR. F.R.
DUCT SHAFT. REFER TOM
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
L TIGHT TO BACK OF COLUMN.
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
ANHOLE. REFERTO CIVIL DW
GS.
PROP. SANITARYM
ANHOLE. REFERTO CIVIL DW
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
DASHED LINE DENOTES EXISTINGW
ALL TO BE DEMOLISHED
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"
DUCT SHAFT. REFERTO M
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.
PPROPOSED LOCATIONFOR STANDPIPE. REFERTO M
ECH. DWGS.
1 HR. F.R.
DUCT SHAFT. REFER TOM
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
L TIGHT TO BACK OF COLUMN.
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
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
SPRINKLER 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
DUCT SHAFT. REFER TOM
ECH. DWGS.
DUCT SHAFT. REFER TOM
ECH. DWGS.
ELEC. RISER CLOSET.REFER TO ELEC. DW
GS.
PROPOSED LOCATION FOR
STANDPIPE. REFER TOM
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
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
----
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.
DUCT SHAFT. REFER TOM
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"
RWL TIGHT TO BACK OF COLUM
N.TYP. REFER TO DETAIL .
/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
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 PROTECTED GLAZINGSPRINKLER PROTECTED GLAZING
SPRINKLER PROTECTED GLAZING
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
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
----
1
A5.5
D301
D302
D303
9" 7' - 0 1/2"
A6.0
4
A6.1
4
SPRINKLER PROTECTEDGLAZING
2
A5.5
DUCT SHAFT. REFER TOM
ECH. DWGS.
DUCT SHAFT. REFER TOM
ECH. DWGS.
ELEC. RISER CLOSET.REFER TO ELEC. DW
GS.
DUCT SHAFT. REFER TOM
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
L TIGHT TO BACK OF COLUMN.
TYP. REFER TO DETAIL .
1/8
" = 1
'-0"
A2.1
1S
EC
ON
D F
LO
OR
PLA
N
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
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
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
SPRINKLER 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
DUCT SHAFT. REFER TOM
ECH. DWGS.
DUCT SHAFT. REFER TOM
ECH. DWGS.
ELEC. RISER CLOSET.REFER TO ELEC. DW
GS.
PROPOSED LOCATION FOR
STANDPIPE. REFER TOM
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
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
----
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.
DUCT SHAFT. REFER TOM
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"
RWL TIGHT TO BACK OF COLUM
N.TYP. REFER TO DETAIL .
/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
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 PROTECTED GLAZINGSPRINKLER PROTECTED GLAZING
SPRINKLER PROTECTED GLAZING
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
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
----
1
A5.5
D301
D302
D303
9" 7' - 0 1/2"
A6.0
4
A6.1
4
SPRINKLER PROTECTEDGLAZING
2
A5.5
DUCT SHAFT. REFER TOM
ECH. DWGS.
DUCT SHAFT. REFER TOM
ECH. DWGS.
ELEC. RISER CLOSET.REFER TO ELEC. DW
GS.
DUCT SHAFT. REFER TOM
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
L TIGHT TO BACK OF COLUMN.
TYP. REFER TO DETAIL .
1/8
" = 1
'-0"
A2.1
1S
EC
ON
D F
LO
OR
PLA
N
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
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"
OPEN TO BELOWOPEN TO BELOW
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.
PROPOSED LOCATION FOR
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"
DUCT SHAFT. REFER TOM
ECH. DWGS.
1HR. F.R.
1HR. F.R.
MAIN PIPE SHAFT.
REFER TO MECH.
DWGS.
ELEC. RISERS CLOSET.REFER TO ELEC. DW
GS.
DUCT SHAFT. REFER TOM
ECH. DWGS.
SPRINKLER PROTECTEDGLAZING
1A5.1
2
A5.3
H
K
11
55
2x4z
RWL TIGHT TO BACK OF COLUM
N.TYP. REFER TO DETAIL
RWL TIGHT TO BACK OF COLUM
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
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.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
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
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
416 874 7266 [email protected]
Jackson TurnerSales Representative
416 815 2394 [email protected]
Teddy TaggartSales Representative
416 847 3254 [email protected]
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