Our File No.: 143277 December 3, 2018 Goodmans Attention ... · As a result of these discussions,...
Transcript of Our File No.: 143277 December 3, 2018 Goodmans Attention ... · As a result of these discussions,...
-
CC1.21 - Confidential Attachment 2 - made public on December 19, 2018
Goodmans
December 3, 2018
Our File No.: 143277
Without Prejudice
City of Toronto Legal Services Metro Hall 26th Floor, 55 John Street Toronto, ON M5V 3C6
Attention: Sara Amini
Dear Sirs/Mesdames:
Barristers & Solicitors
Bay Adelaide Centre - West Tower 333 Bay Street, Suite 3400 Toronto, Ontario M5H 2S7
Telephone: 416.979.2211 Facsimile: 416.979.1234 good mans.ca
Direct Line: 416.597.4299 dbronski I [email protected]
Re: LPAT Case No. PL140705-170 Spadina Avenue and 3, 5 and 7 Cameron Street Without Prejudice Revisions re. Hearing Continuation - January 10, 2019
As you know, we are solicitors for Queen Spadina Residences Corporation, who is the owner of the property known municipally as 170 Spadina A venue (the "Property") and the appellant in the above-noted matter. In a decision issued February 6, 2017, the Ontario Municipal Board (as it was then known) directed certain revisions to the proposed redevelopment of the Property.
Our client has worked diligently with City staff to achieve these revisions and appreciates the hard work of City staff in this regard. As a result of these discussions, we are writing on a without prejudice basis to propose revisions to satisfy remaining matters relating to built form.
• Built Form: The City does not object to the proposed built form as illustrated on the attached plans and drawings dated November 27, 2018, which includes rear angular plane encroachments and the 8.0 metre ground floor setback.
• Unit Mix: Our client agrees to construct a building on the subject site with a unit mix that includes a minimum of 3 7% two bedroom · units and an additional 10% three-bedroom units, as a percentage of the total number of units.
• Parking: The City does not object to the proposed vehicular parking ratio of 0.06 visitor vehicular spaces per unit and 0.15 resident vehicular spaces per unit, for a combined ratio of 0.21 vehicular spaces per unit.
-
Goodmans Page 2
Please note that this settlement offer will remain open until the conclusion of the City Council meeting scheduled to commence on December 13, 2018.
Yours truly,
Goodmans LLP
David Bronskill DJB/
encls. cc: Graig Uens, City Planning
Client
6883742
-
14096 - 170 SPADINA2018-11-26
sm sf sm sf sm sf sm sf sm sf
Mech Penthouse 295.15 1 295.2 147.5 147.6 1,589 143.3 151.9 1,63512 794 1 794.0 34.8 759.2 8,172 21.7 772.2 8,312 0 2 1 1 4 811 848 1 848.4 39.2 809.2 8,710 21.7 826.8 8,899 3 1 5 2 1110 902 1 901.7 39.8 861.9 9,277 21.3 880.4 9,476 4 1 5 0 2 12
9 955 1 954.8 35.2 919.6 9,899 21.3 933.5 10,048 4 1 6 1 1 138 1,007 1 1,006.7 35.0 971.7 10,459 21.6 985.1 10,604 4 2 6 1 1 147 1,163 1 1,162.7 35.3 1,127.4 12,135 21.4 1,141.3 12,285 3 8 6 1 186 1,163 1 1,162.7 35.3 1,127.4 12,135 21.4 1,141.3 12,285 3 8 6 1 185 1,163 1 1,162.7 35.3 1,127.4 12,135 21.4 1,141.3 12,285 3 8 6 1 184 1,164 1 1,164.0 34.9 1,129.1 12,154 21.5 1,142.6 12,298 5 6 6 1 183 1,164 1 1,164.0 34.9 1,129.1 12,154 21.5 1,142.6 12,298 5 6 6 1 182 1,175 1 1,175.0 34.9 1,140.1 12,272 22.0 1,153.0 12,411 1 6 6 1 14
Mezzanine 943.5 1 943.5 301.1 642.4 6,914 338.9 604.6 6,507Ground 910.6 1 910.6 173.8 318.3 3,426 418.6 4,506 139.0 353.0 3,800 418.6 4,506 2 2
P1 1646 1 1,646.0 1,530.9 115.1 1,239 0.0 1415.7 230.3 2,479 0.0 0
12,325.4 132,671 12,599.7 135,623 0 0Indoor Amenity Deduction 196.8 Indoor Amenity Deduction 196.8
15,291.9 12,128.6 418.6 12,402.9 418.6 0 37 48 59 2 16 2 1640% 23% 29% 36% 1% 10% 1% 99% % of Suite Type
Site Area 1,764.80 sm Required Amenity Provided Amenity BF 2 24 Barrier Free Unit RequiredBF 4 28 Barrier Free Unit Provided
Total NON-RES GFA 418.59 sm Indoor Amenity = 196.8 sm (1.2 sm/unit) 207 smTotal RESIDENTIAL 12,128.61 sm Outdoor Amenity = 344.4 sm (2.1 sm/unit) 345
PARKINGCombined RES & NON-RES Gross Floor Area Totals 12,547.2 by-law 569-2013 12,821.5 by-law 438-86 Loading = 1 x Type G loading `
Res Floor Space Index R 6.87 C 0.24 R 7.03 C 0.24 Visitor = 10 spaces (0.06 ratio)Floor Space Index (FSI) Res AND Non-Res 7.11 T 7.27 Residents = 26 spaces (0.15 ratio) `
Total = 36 spaces (0.21 ratio)
GFA (Non-Res)City-Wide By-Law 569-2013
NRGFAFormer By-Law 438-86
BEL
OW
G
RA
DE
1 Bdrm
Are
a To
tals
&
FSI
RGFAFloorGBA Gross Building Area
(no exclusions)
TOTA
LSG
FA U
SE
Bre
akdo
wn
AB
OVE
GR
AD
E
569-2013 GFA
Exempt* (sm)
438-86GFA
Exempt** (sm)
No. Typ. Floors
GBA/Typ. Floor (sm) GFA (Res)
*10 Units are Proposed Rental Replacement Units - included in the unitnumber
13 912 12
1 Bdrm +Den
2 Bdrm +Den
Res Saleable Area (sf) Retail Useable
Area (sf)2 Bdrm 3 BdrmTotal
Suites
Suite Breakdown
Bach
-
UPUP
UP
UP
UP
WM
WM
WM
WM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WM WM WM
WM WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WM
WM WM WM
WM
WM
WM
WM
WMWMWM
WM
WM
WM WM WM
WM
WM
WM
WMWMWM
WM
WM
WM WM
WM
WM
WM
WM
WMWMWMWM WM
WM
WM
WM WM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WMWM
WM
WM
WM
CB
CONCRETEINTERLOCKPAVING
CONCRETEPAVING
PLANTINGBED
BIKE RING
BO
DOORSILL
FH
GV
UTILIT
Y POLE
GW
CU
RB
CU
T
CU
RB
CU
T
CU
RB
CU
T
CU
RB
CU
T
CU
RB
CU
T
CU
RB
CU
T
1
2
3
WK
EHW
DOORSILLDOORSILL
DOORSILL
DOOR
SILL
0.05∅
0.05∅
0.05∅
0.10∅
STMMH
CB
CO
NC
RET
E SI
DEW
ALK
CO
NC
RET
E SI
DEW
ALK
CO
NC
RET
E SI
DEW
ALK
CO
NC
RET
E PA
D
CO
NC
RET
E SI
DEW
ALK
INTE
RLO
CKI
NG
BR
ICKS
INTE
RLO
CKI
NG
BR
ICKS
INTE
RLO
CKI
NG
BR
ICKS
INTE
RLO
CKI
NG
BRIC
KS
CO
NC
RET
E C
UR
B
CO
NC
RET
E C
UR
B
CO
NC
RET
E C
UR
B
N 17°12'45"W
(P1)
(P1,MEAS)
(P,P1,MEAS)
N74°24'55"E (P1)
(P1,MEAS)N74°25'30"E (P1)
(P1,MEAS)
N16°10'55"W
(P1)
(P1,SET)
N73°56'00"E (P1)
(P1,SET)
N16°11'00"W
(P1)
N74°15'20"E (P1)(P1,MEAS)
23.10 (P1,MEAS)
1.42N60°56'10"W
2.59
N15°21 '30"W
21.55(P)(MEAS)(MEAS)
(P,MEAS)
(MEAS)
SIGN
SIGN0.14E
SIGN0.13E
APPR
OXI
MAT
E C
ENTR
ELIN
E O
F PA
VEM
ENT
PAR
KIN
GM
ETER
PIN 21238-0186 (LT)
PIN 21238-0167 (LT)
PIN 21205-0199 (LT)
PIN 21238-0156 (LT) 0160 (LT)
PIN 21238-
PIN 21238 - 0163 (LT)
PIN 21238-0161 (LT)PIN 21238-0153(LT) PIN 21238-0154(LT) PIN 21238-0155(LT)
CAMERON
STREET
SPADINA
AVENUE
(BY REGISTERED PLAN D-280)
LOT 6
LOT 31 LOT 32
LOT B LOT CREGISTERED PLAN D-280
(BY REGISTERED PLAN D-10)
REGISTERED PLAN D-280
SUBJECT TO RIGHT-OF-WAYAS IN CA812395
RIGHT-OF-WAY AS IN CT457628
RIGHT - OF - WAY AS IN CA171486 & CA171487
PART 2 PART 4
PART 2
PLAN 63R-1039 PLAN 66R-23596PART 4
PART 5
PART 4 ABOVEAND BELLOW
PART 1
PART 3PART 1
PART 5
META
L GATE
WK
LS
0.29
25.38
39.40
30.3
6
13.77
3.05
4.69
3.05
27.3
1
22.33
18.3
0
21.59
N73°49'45"EN74°11'40"E
N16
°12'
55"W
N16
°17'
15"W
N74°21'00"E
N17
°15'
00"W
N74°22'30"E 21.35
N73°55'55"E
CC
CC
IB
IB
IB(OU)
CC(RC)
(SVNG)
(OU)
(OU)
CUT ARROW0.04E (P1,M)
(SVNG)
SIB(CTS)
(WIT)
CC(WIT)1.00W(PROD)
BIKERACK
BIKERACK
1.0%
2.0%
1.0%
2.1%
1.0%
2.4%2.0%
3.2%
1.7%
2.0%
2.0% 1.0%
5.0%
0.8%
1.5%
2.5%
4.0%
3.2%
2.7%
5.5%
2.8%
4.0%
3.0%
4.3%
4.7%
2.9%
1.3%
2.0%
2.0%
3.5%
4.0%
2.5%
1.7%
3.4%
1.1%
2.6%
1.8% 2.6%
4.0% 0.8%
2.0%
2.0%
2.0%
0.5%
2.0%
2.3%
3.0%
3.5%
5.0%
2.4%
1.5%
2.0%
3.5% 3.3%
4.0%
1.1%
2.0%
1.0%
1.0%
1.0%
2.2%
1.0%
1.1%
2.2%
1.0%
2.6%
3.3%5.0%
2.5%
1.4%
1.1%
4.0%
SU - Single U nit Truck, zero corr ection
Unit Truck, zero
correction
PROPERTY LINE
MAIN BUILDING ENTRANCE
LINE OF UNDER GROUND GARAGE BELOW
FINISH FLOOR ELEVATION
F.F.E.
BUILDING ENVELOPE
00000 TOP OF ROOF
BUILDING ENTRANCE(SECONDARY)
EXIT
VEHICLE / LOADING ENTRANCE / EXIT
00000PROPOSED ELEVATION
FIRE ACCESS ROUTEHEAVY DUTY PAVING.ASSEMBLY TO BE DESIGNED TO MEET THE LOADS IMPOSED BY FIRE FIGHTING EQUIPMENT.
FIRE HYDRANT
SIAMESE CONNECTION
MANHOLE COVER
00000
EXISTING ELEVATION
CATCH BASIN
EXISTING LIGHT
AREA DRAIN
A4012
A4011
A4022
A4021
A B
D E F1 G1 H1 I1
J2 J3 LA1 D3A2 JB2
1
2
4
12
21
22
B1 G HFE1D1 I
7
15
19A451
1
SPAD
INA
AVEN
UE
CAM
ERO
N S
TREE
T
B4 I2B3
SID
EW
ALK
ENTRANCE DRIVEWAY
AIR INTAKE GRILL
VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"
SID
EWAL
K
FIRE HYDRANT
AIR EXHAUST GRILL
PRIVATE LANE
11 CAMERON STREET
11 STOREYS10 STOREYS9 STOREYS8 STOREYS7 STOREYS
3104
H2
A4521
14
LINE OF PARKING BELOW
LINE OF PARKING BELOW
LINE OF PARKING
BELOW
LINE OF PARKING BELOW
LINE OF PARKING BELOW
LINE OF BUILDING AT GRADE
LINE OF BUILDING AT
GRADE
LINE OF BUILDING AT GRADE
LINE OF BUILDING AT
GRADE
LINE OF BUILDING AT
GRADE
C3 C5
PA PB1 P
8
13
P1
P2
P5
P6
P14
P3
6
P9
C1
12 STOREYS
NEW 12-STOREY CONDOMINIUM BUILDING
MECHANICAL PENTHOUSE
GROUND FLOOR FFL: 92.25mTOFR: 132.85mBUILDING HEIGHT: 40.60mOVERALL BUILDING HEIGHT: 46.80m
12 STOREYS
TOFR: 132.85mHEIGHT: 40.60m
TOFR: 137.85mHEIGHT: 45.60m
TOFR: 129.4mHEIGHT: 37.15m
TOFR: 126.45mHEIGHT: 34.20m
TOFR: 123.5mHEIGHT: 31.25m
TOFR: 120.55mHEIGHT: 28.30m
TOFR: 117.6mHEIGHT: 25.35m
1 STOREY
TOFR: 99.40mHEIGHT: 7.15m
3
B101.S2
A4031
TOFR: 135.91 HEIGHT: 43.66m
TOFR: 138.66HEIGHT: 46.41m
ELEVATOR OVERRUN
755
3000 3000 3000 3000
N74°21'00"EN74°25'30" E (P1)
39.40 (P1, MEAS)
N73°55'55"E (MEAS)21.59 (MEAS)21.55 (P)
N17
°15'
00"W
N17
°12'
45"W
(P1)
18.3
0 (P
,ME
AS
)23
.10
(P1,
ME
AS
)
3.0
5 (P
,P1,
ME
AS
)4.
69 (P
1,M
EA
S)
N74°24'55"E (P1)N74°22'30" E 21.35 (MEAS) N74°11'40"E
N74°15'20" E (P1)25.38 (P1,MEAS)22.33 N73°56'00"E (P1)
N73°49'45" E
13.77 (P1,SET)
N16
°12'
55"W
N16
°10'
55" W
(P1)
27.3
1
RETAIL ENTRANCE AT GRADE
RESIDENTIALENTRANCE AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
ACCESS TO GARBAGE ROOM AND MOVING AT GRADE
VEHICLE ENTRANCE AT GRADE
GARBAGE RETAIL
ACCESS TO TH
ACCESS TO TH
14SM STAGING AREA
4000
1300
0
SIAMESE CONNECTION
7 STOREYS
TOFR: 117.6mHEIGHT: 25.35m
7 STOREYS
TOFR: 117.6mHEIGHT: 25.35m
12 STOREYS
TOFR: 132.85mHEIGHT: 40.60m
3150 4130
2099
BALCONIES ABOVE BALCONIES ABOVE
1845 3
199
9086
3163
7990
10759
FIRE HYDRANT
SIAMESE CONNECTION
4096
1
27600
A101.a3
ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.
ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.
RAISED CONCRETE CURB
8 BIKE RINGS16 BIKE SPACES
PRIVACY FENCE
RAISED CONCRETE CURB
TYPE G LOADING SPACE
1) THE LOADING AREA TO BE CONSTRUCTED OF 200mm THICK REINFORCED CONCRETE 2) THE SLOPE OF ACCESS ROUTE SHALL NOT EXCEED 8%3) VERTICAL CLEARANCE THROUGHOUT TEH TYPE G LOADING SPACE TO BE 6.1m4) VERTICAL CLEARANCE THROUGHOUT THE ACCESS ROTE TO BE 4.1m5)13mx4m, +/- 2%6) TRAINED STAFF TO ASSIST BIN SHUFFLING DURING GARBAGE PICK-UP OPERATION
STAGING AREA
1) THE STAGING AREA TO BE CONSTRUCTED OF 200mm THICK REINFORCED CONCRETE 2) THE SLOPE OF STAGING PAD SHALL NOT EXCEED 2%3) VERTICAL CLEARANCE THROUGHOUT TEH STAGING AREA TOBE 6.1m4) STAFF WILL BE ON-SITE TO MOVE BINS TO THE LOADING BAY5) THE RETAIL COLLECTION DAYS AND THE RESIDENTIALCOLLECTION DAYS TO BE SCHEDULED ON DIFFERENT DAYS
EX
ISTI
NG
C
UR
B C
UT
SID
EW
ALK
ENTRANCE DRIVEWAY
VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"
SID
EW
ALK
LINE OF PARKING
BELOW
LINE OF PARKING BELOW
LINE OF BUILDING AT
GRADE
URBAN ENTRANCE WIDENING TO BE AS PER CITY STANDARD T-310.050-1
URBAN ENTRANCE WIDENING TO BE AS PER CITY STANDARD T-310.050-1
MH2ATOP 92.24
EXISTING PARKING PAY STATION TO BE ELOCATED
TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN
TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN
EXISTING STREET TREE
EXISTING STREET TREE
EXISTING STREET TREE
EXISTING STREET TREE
EXISTING BIKE RACKS (3)
EXISTING BIKE RACKS
EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING SIDEWALK
CO
MB
INE
D C
ON
CR
ETE
CU
RB
AN
D S
IDE
WA
LK (T
-310
.010
-4)
CO
NC
RE
TE C
UR
B A
ND
GU
TTE
R (T
-600
.05-
1)D
ETA
IL O
F JO
INTS
FO
R S
IDE
WA
LK (T
-310
.010
-1)
SAN CONTROL MHTOP 92.31
STM CONTROL MHTOP 91.60
SIAMESE CONNECTION
1 BIKE RINGS2 BIKE SPACESAT GRADE
2 BIKE RINGS4 BIKE SPACESAT GRADE
91.77 91.6291.6991.73
92.20 TC
92.32
92.18HP
92.17 92.02
91.85
91.8592.00
91.73
91.46
91.56 TOP
91.80 TOP
91.90
92.00
92.23
92.24 TC92.20
92.34 TC92.2992.30
92.35 TC92.3092.35
92.36
92.07 92.22 TC
91.90
92.25
92.20
92.14 TC
92.07 TC
92.04 TC
91.98 TC
91.82
92.05
92.12
92.13
92.1392.28 TC
92.45 TC
91.7791.87
91.81
91.84
91.82
91.77 TOP
91.70 TOP91.80 HP
91.85 91.85
91.85
91.78 TOP 91.15
91.20
91.34
91.60 TOP
92.31 TOP
91.61
91.10TC
30501500
7100
2000
4500
2000
3 28 9
92.32 TOP
92.24
92.2792.35 TC
GROUNDWATER SAMPLING ACCESS POINT- REFER TO CIVIL
C2 E2 J1
11
17
20
16
D2 I3
10
C4
PC PDPC1 PE1 PF1
PG PH
PF
PG1
PI
PJ PJ1 PK PL1
P7
P8
P9a
P11
P13a
P12
PB
PE PL
P4
P10
P12a
P13
9
K
18
5
GAS METER
OUTLINE OF GROUND FLOOR
SETB
AC
K O
N 2
ND
FL O
OR
5500
LIN
E O
F B
UIL
DIN
G A
T G
RA
DE
1001
1001
3750
LIN
E O
F B
UIL
DIN
G A
T G
RA
DE
8328
8123
3686
3041
800 0
SETB
ACK
AT
GR
ADE
SETB
AC K
AT
GR
ADE
8202
SETB
AC K
AT
GR
ADE
8437
SETB
AC K
AT
GR
ADE
3691
SETB
AC K
AT
GR
ADE
5939
SETB
AC K
AT
GR
ADE
5966
2179
2126
2055
2010
1922
SETB
ACK
AT
GR
ADE
6996
SETB
AC K
AT
GR
ADE
7071
SETB
AC K
AT
GR
ADE
9419
AT
GR
ADE
S ETB
ACK
300 2
1 765
1 822
Quadrangle
Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca
P R O J E C T S C A L E D R A W N R E V I E W E D
I S S U E R E C O R D
R E V I S I O N R E C O R D
Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.
for
2018
-11-
27 1
1:19
:46
AM
As indicated
G:\1
4096
-170
Spa
dina
Ave
nue\
Visu
aliz
atio
n\In
Pro
gres
s\20
18-1
1-27
-Ret
ail\Q
AL_
AR
_140
96_1
70 S
padi
na A
venu
e_R
2017
_det
ache
d.rv
t
170 Spadina, 1-7 Cameron Street
Toronto, ON
Site Plan
Queen Spadina ResidencesCorp.
14096 CQKN
A101
SSC
A101 SCALE: 1 : 100SITE PLAN1
A101Context Plan2
A101Survey Information3
Date No. Description
2018-10-18 SPA-Resubmission
-
UP
UP
UP
WM
WM
SU - Si ngle Unit Truc k, ze ro co rrec tion
BO
DOORSILL
BO
GV
UTILIT
Y POLE
GW
1
2
3
WK
EHW
DOORSILLDOORSILL
DOORSILL
DOOR
SILL
0.05∅
0.05∅
0.05∅
0.10∅
CO
NC
RET
E SI
DEW
ALK
TE S
IDEW
ALK
CO
NC
RET
E SI
DEW
ALK
CO
NC
RET
E PA
D
CO
NC
RET
E SI
DEW
ALK
RLO
CKI
NG
BR
ICKS
INTE
RLO
CKI
NG
BR
ICKS
INTE
RLO
CKI
NG
BR
ICKS
N 17°12'45"W
(P1)
(P1,MEAS)
(P,P1,MEAS)
N74°24'55"E (P1)
(P1,MEAS)N74°25'30"E (P1)
(P1,MEAS)
N16°10'55"W
(P1)
(P1,SET)
N73°56'00"E (P1)
(P1,SET)
N16°11'00"W
(P1)
N74°15'20"E (P1)(P1,MEAS)
23.10 (P1,MEAS)
1.42N60°56'10"W
2.59
N15°21'30"W
21.55(P)(MEAS)(MEAS)
(P,MEAS)
(MEAS)
SIGN
SIGN0.14E
SIGN0.13E
PIN 21238-0167 (LT)
PIN 21238 - 0163 (LT)
LOT 6
RIGHT-OF-WAY AS IN CT457628
RIGHT - OF - WAY AS IN CA171486 & CA171487
PART 2
PART 5
METAL GATE
WK
0.29
25.38
39.40
30.3
6
13.77
3.05
4.69
3.05
27.3
1
22.33
18.3
0
21.59
N73°49'45"EN74°11'40"E
N16
°12'
55"W
N16
°17'
15"W
N74°21'00"EN
17°1
5'00
"W
N74°22'30"E 21.35
N73°55'55"E
CC
CC
IB
IB
IB(OU)
CC(RC)
(SVNG)
(OU)
(OU)
CUT ARROW0.04E (P1,M)
(SVNG)
SIB(CTS)
(WIT)
CC(WIT)1.00W(PROD)
BIKERACK
BIKERACK
1.0%
2.0%
1.0%
2.1%
1.0%
2.4%2.0%
3.2%
1.7%
2.0%
2.0% 1.0%
5.0%
0.8%
1.5%
2.5%
4.0%
3.2%
2.7%
5.5%
2.8%
4.0%
3.0%
4.3%
4.7%
2.9%
1.3%
2.0%
2.0%
3.5%
4.0%
2.5%
1.7%
3.4%
1.1%
2.6%
1.8% 2.6%
4.0% 0.8%
2.0%
2.0%
2.0%
0.5%
2.0%
2.3%
3.0%
3.5%
5.0%
2. 4%
1.5%
2.0%
3.5% 3.3%
4.0%
1.1%
2.0%
1.0%
1.0%
1.0%
2.2%
1.0%
1.1%
2.2%
1.0%
2.6%
3.3%5.0%
2.5%
1.4%
1.1%
4.0%
CB CB
DN DN
UP
FHC
FHC
A4012
A4011
A4022
A4021
A B D F1 G1 H1 I1 J3 LA1 D3A2 JB2
1
2
4
12
21
22
B1 G HFE1D1 I
7
15
19A451
1
B4 I2B3
A50311
ELEV. 1BF
FFE
ELEV. 2
CONCIERGE
VESTIBULE6 m²
102
15.82m @15%
PRIVATE DRIVEWAY
SID
EW
ALK
ENTRANCE DRIVEWAY
11 CAMERON STREET
LINE OF BUILDING ON 2ND
LAN
DS
CA
PIN
G
OVERHEAD GARAGE DOOR TO UNDERGROUND PARKING GARAGE
VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"
VEHICULAR SECURITY GATE WITH SIGN "NO ENTRY-PRIVATE DRIVE AUTHORIZED VEHICLES ONLY"
SENSOR DETECTING VEHICLE NEAR TOP OF RAMP, AS PART OF A SIGNAGE AND RED LIGHT WARNING SYSTEM FOR VEHICLES EXITING THE GARAGE.
TYPE G LOADING SPACEA) 13.0M X 4.0M, +/- 2%B) 200MM CONCRETE PAD WITH REINFORCED STEEL +/- 2%C) TRAINED STAFF TO ASSIST BIN SHUFFLING DURINGGARBAGE PICK-UP OPERATIOND) STAGING AREA WILL BE 6.1M CLEAR HEIGHT. STAFF WILLBE ON-SITE TO MOVE BINS TO THE LOADING BAY.E)THE RETAIL COLLECTION DAYS AND THE RESIDENTIALCOLLECTION DAYS TO BE SCHEDULED ON DIFFERENT DAYS.
TRI-SORTER & COMPACTOR
LINE OF MEZZANINE FLOOR ABOVE
6m @5%
SID
EW
ALK
BULK ROOM10 m²
108
STAIR B11 m²
124
STAIR C4 m²
116STAIR D
6 m²
115
STAIR A6 m²
112
TH-B L140 m²432 ft²
TH-A L151 m²547 ft²
6 S
HO
RT
TER
M B
ICYC
LE P
AR
KIN
G S
PA
CE
S
14SM STAGING AREA
1778
3m @10%
FFE 91.53
GARBAGE & RECYCLE58 m²
109
FFE 92.25
RETAIL ENTRANCE AT GRADE
RESIDENTIALENTRANCE AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
EXIT AT GRADE
3174
2976
5945
553
2600
2135
818
896
1630
384
781
2599
2975 1618 1630 1245 1507 1093 1875 3350 1300 2855 2945 5800 5800 1175 4715 525 3200 4385 1450 1640
958 2290 9910 6100 6100 6100 6093 5497 3385 4385 1450 16406223 16010
GAS METER
1756
3010
TRENCH DRAIN
RES-G1
RES-G3
RES-R1
RES-R3
RES-O1
RES-O2
RETAIL-RRETAIL-W
MAIL TABLE
SHELF
A5029
H2
FFE 92.02
1A504
2A511
A4521
A5117
ENTER PHONE
PB
PB
1A503
A5028
LOBBY/ MAIL ROOM55 m²
101
2154
5790 RETAIL GFA481 m²5177 ft²
F7 C200
C200C200
C200
C250
C200
C200
B2a B2a
B2aB2aF6
B2a
B2a
C250
B2a
B2a
C250
C250
B2a
C250
B2a
B2a
C250
C200F6
C250
C200
F1 F1
P3
F6a
C250
2Db
B3
C250
3D
3D3D
3D
3D
3D
D-107b
D-106
D-110
STORAGE3 m²
104
F7
F2a
2Fa
2Fa
A4522
14
6592
C3 C5
8
13
6
C1
3
4089
1350
1350
1350
1350
1349
1256
1990
1255
1064
1350
1350
1350
5%10% 15%
88.98691.38091.680
3000 15960
9' -
10"
3000
19' -
10"
6050
RES-G2
1670
1223
1223
8%
1223
92.020
1223
2875
SLO
PE
DO
WN
B101.S2
CACF6 m²
103
RES-R2
F5a
B1003
92.200
92.200
965
PB
PB
F6
C200
ACCESS TO GARBAGE ROOM AND MOVING AT GRADE
92.000
GARBAGE RETAIL22 m²
114
A4031
FIRE ROUTE
FIRE ROUT
E
4A603
5A603
7A603
3000
600
1900
INTERCOM
355
PLAQUE
6A603
3A603
2A603
1A603
8A603
10A603
9A603
N74°21'00"EN74°25'30" E (P1)
39.40 (P1, MEAS)
N73°55'55"E (MEAS)
21.59 (MEAS)
21.55 (P)
N17
°15'
00"W
N17
°12'
45"W
(P1)
18.3
0 (P
,ME
AS
)
23.1
0 (P
1,M
EA
S)
3.0
5 (P
,P1,
ME
AS
)4.
69 (P
1,M
EA
S)
N74°24'55"E (P1)N74°22'30" E
21.35 (MEAS)N74°11'40"EN74°15'20" E (P1)
25.38 (P1,MEAS)22.33 N73°56'00"E (P1)
N73°49'45" E
13.77 (P1,SET)
N16
°12'
55"W
N16
°10'
55" W
(P1)
27.3
1
4000
SH1
SH1B2a
B2a
C2502Fa
F6a
2Fa
2Fa
2Fa
F6B2a
F6a
2Fa
2Fa
2Fa
2Fa
F1
F1
F1
2DaF5b
F5
F2a
C250
F2a
F2a
C200
C300
C250
F5a
F5aB2a F5
a
C200
F7B2a
F5a
C200
(P3)
(P3)
(P3)
(P3)
F5a
B2a
F2
F2
F2
F2
F2
F2
F2
F2
B2a
B2a
B3
B32Db
B2a
2DC250
F2
F2 F2
F2
F2
F2
F2 F2
SH1
SH1
SH1
SH1
F2
F2
F2 F2
F2
F2
F2 F2
F2 F2
F2
F2
F2
F2 F2
F2
C200
F1C200
F7
F1
P3
F7 C250
F3a
F5F3a
F3a
P3
C200
F1
F3a
F3a
F7C200
F1
95
6000
C250
SH1
SH1
SH1B2a
C200 B2a
B2a
C250 B2a
3D3D
3D3D
RETAIL361 m²
113
3 C
UB
IC Y
AR
DS
3 C
UB
IC Y
AR
DS
3 C
UB
IC Y
AR
DS
FIR
E R
OU
TE IS
LO
CAT
ED W
HIT
IN 3
m T
O 1
5m O
F PR
INC
IPLE
EN
TRAN
CE
1176
8
3197
6194
9.40m
LINE OF BUILDING ON 2ND
VEHICLE ENTRANCE AT GRADE
GARBAGE RETAIL
ACCESS TO TH
ACCESS TO TH
F1
F1
F7 C200
F1
2DC200
2D
F5b
A5033
A00121
A00111
SIAMESE CONNECTION
A101.a3
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
F2
D-103
D-108
D-105 D-107a
D-114a
D-114b
D-113b
D-112
D-109
D-101
D-116 D-115
D-111
D-102
MAIL DELIVERY5 m²
105
ø 1500
ø 1500
MAIL3 m²
106
VESTIBULE11 m²
107
MOVING ROOM13 m²
110
RAMP123 m²
117
D-124
ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.
ARTIFICIAL PLANTINGS (TBD) IN RAISED CONCRETE PLANTER.
RAISED CONCRETE CURB
8 BIKE RINGS16 BIKE SPACES
PR
IVA
CY
FEN
CE
PRIVACY FENCE
PROPOSED ROLLED CURB
RAISED CONCRETE CURB
91.7791.62
91.6991.73
92.32
92.18HP
92.17 92.02
91.85
91.8592.0092.20
91.73
91.46
91.56 TOP
91.80 TOP
91.90
92.00
92.23
92.24 TC
92.20
92.34 TC
92.2992.30
92.35 TC
92.30
92.35
92.36
92.20
92.28 TC
92.28 TC
92.25 TC
92.23 TC
92.03 91.98
92.02
91.98
92.22 TC
92.18
92.13
92.10
92.08
91.68
92.04
92.0392.18TC92.21
92.08
92.02 TC91.87
92.02
92.00TC91.8591.90
92.25
92.20
92.14 TC
92.07 TC
92.04 TC
91.98 TC
91.82
92.08
92.05
92.12
92.1392.20
92.20
92.20
92.27
92.35 TC
92.28 TC
91.77
91.87
91.81
91.84
91.82
91.77 TOP
91.9691.96
91.6891.92
91.70 TOP
91.80 HP
91.80 HP
91.85 91.85
91.85
91.78 TOP 91.15
91.20
91.34
91.60 TOP
92.03 TOP
92.34
92.33 TC92.18
92.1792.32 TC
92.1492.29TC
92.0992.24TC92.27
92.04
92.12 TOP
92.31 TOP
92.21
92.25
92.30
92.25
91.61
91.10TC
SIAMESE CONNECTION
1m HEIGHT BOXFOR SIAMESE CONNECTION
SAN CONTROL MHTOP 92.31
STM CONTROL MHTOP 91.60
TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN
TREE PROTECTION HOARDINGREFER TO LANDSCAPE PLAN
EXISTING STREET TREE
EXISTING STREET TREE
EXISTING STREET TREE
EXISTING STREET TREE
EXISTING BIKE RACKS (3)
EXISTING BIKE RACKS
RAISED PLANTERREFER TO LANDSCAPE
1 BIKE RINGS2 BIKE SPACES
2 BIKE RINGS4 BIKE SPACES
EXISTING SIDEWALK
EXISTING SIDEWALK
RAISED PLANTERREFER TO LANDSCAPE
AIR EXHAUST GRILL
AIR INTAKE GRILL
TYPE G LOADING SPACE
1) THE LOADING AREA TO BECONSTRUCTED OF 200mm THICKREINFORCED CONCRETE
2) THE SLOPE OF ACCESS ROUTE SHALL NOT EXCEED 8%
3) VERTICAL CLEARANCETHROUGHOUT THE TYPE GLOADING SPACE TO BE 6.1m
4) VERTICAL CLEARANCETHROUGHOUT THE ACCESS ROTETO BE 4.1m
5)13mx4m, +/- 2%
6) TRAINED STAFF TO ASSIST BIN SHUFFLING DURING GARBAGE PICK-UP OPERATION
STAGING AREA
1) THE STAGING AREA TO BECONSTRUCTED OF 200mm THICKREINFORCED CONCRETE
2) THE SLOPE OF STAGING PAD SHALL NOT EXCEED 2%
3) VERTICAL CLEARANCETHROUGHOUT TEH STAGING AREATO BE 6.1m
4) STAFF WILL BE ON-SITE TOMOVE BINS TO THE LOADING BAY
5) THE RETAIL COLLECTION DAYS AND THE RESIDENTIAL COLLECTION DAYS TO BE SCHEDULED ON DIFFERENT DAYS
92.250
SLOPE DN
5%
MILLWORK
92.32 TOP
92.24
92.2792.35 TC
DEPRESSED CURB
TRA
NS
ITIO
N F
RO
M
DE
PR
ES
SE
D C
UR
B
GROUNDWATER SAMPLING ACCESS POINT- REFER TO CIVIL
F6
4A504
A5046
SF2
CL9a
164 UNITS168 BOXES25 WIDE x 8HIGH (12'-6")
REFER TO ID
REFERT TO ID
RE
FER
T TO
ID
REFERT TO ID
STAIR E15 m²
111
B2a
B2a
B2a
C200
GL-1
F6
F3
F7
3D
F6a
EF
C200F1
B2a
B2a
B2a
1E
1E
1E
1E
6D
6D
F5a
2Fa
2Fa
2Da
2Fa
2Da
2Fa
GL-1
2Fa
2Fa
F5b
2Da
F1
F5b
F5b
F5b
F5b
B2a
B2a
F5b
2Da
2Fa
F5b
2FaF5b
2FaF5b
2Fa
F5b
2FaF5b
2Da
F5b2Fa
2Fa
F5b
2FaF5b
2Da
F5b
F5b
F5b
2Fa
2Da
F5b2Da
2Da
F5b
F5b
2Da
2DC2
50F5
bF7
2DF5b
2D
2DC250
2DC200
2DC200
2D
2DC200
2D
C2002D
P5
P3
P3
P3
P3
P3 P3
P3
P7P3
P3P7
P3
P3
EF
2D
F5b
F5b
F5b
F5b
EF
EF2Da
F1F7 C200
EF
EF 3D2F
aF6
aC3
00
EFC300
C250
EF
4B B2a
4B B2a
2D
2D
2DbB2a
2DbB3
C250
2DB3
2DC250
C250
B2a
EFEF
EFEFEF3D
2DaC2502Da
2Fa
2Fa
EF
B2a
T05B
T04 T03B
T07f T03C
2856
573
397
1085
365
568
1714 677 1193 2030
1888
3770
1017
3570
1068
3076
707
1055
4852 827
400
2579
371
469
1185
365
384
203
4194
770
992
3883
1067
400
3774
1591
2109
1489 745 1919 1028 1923
202
202 6887
423 6114 133
814
LIVING/DINING/KITCHEN
LIVING/DINING/KITCHEN
WASHROOM
WASHROOMW/D
W/D
C2 E2 J1
11
17
20
16
D2 I3
10
C4
9
K
18
5
FIRE RATED BULKHEAD REFER TO MECHANICAL
600x200 INTAKE LOUVRE WITH FD & MD COORDINATE WITH MECH
1000x400 EXHAUST LOUVRE WITH FD & MD COORDINATE WITH MECH
B2a
355
600
HOSE BIBB
92.20 FD
92.25 HP
92.20 FD
92.25 HP
92.25 HP 92.25HP
92.25HP
92.25HP
800 0
SETB
ACK
AT
GR
ADE
SETB
AC K
AT
GR
ADE
8437
SETB
AC K
AT
GR
ADE
8202
SETB
AC K
AT
GR
ADE
3691
SETB
AC K
AT
GR
ADE
5939
SETB
AC K
AT
GR
ADE
5966
2179
2126
2055
2010
1922
SETB
ACK
AT
GR
ADE
6996
SETB
AC K
AT
GR
ADE
7071 SE
TBA
C K A
T G
RAD
E94
19
S ET B
ACK
AT
GR
ADE
3 002
1 765
1 822
SETBACK AT GRADE
SETBACK AT GRADE
SETBACK AT GRADE
SETBACK AT GRADE
SETBACK AT GRADE
SETB
AC
K A
T G
RA
DE
SETB
AC
K A
T G
RA
DE
BUILDING ABOVE
Suspended Acoustic Ceiling, Below Mechanical Penthouse, Garbage Rooms
CL8
Suspended Acoustic Ceiling, Amenity CL9
Suspended Acoustic Ceiling, Moving Room, Retail Garbage
CL9a
Dropped Soffit, ExteriorSF2
CEILINGS LEGEND
Quadrangle
Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca
P R O J E C T S C A L E D R A W N R E V I E W E D
I S S U E R E C O R D
R E V I S I O N R E C O R D
Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.
for
2018
-11-
27 1
1:19
:51
AM
As indicated
G:\1
4096
-170
Spa
dina
Ave
nue\
Visu
aliz
atio
n\In
Pro
gres
s\20
18-1
1-27
-Ret
ail\Q
AL_
AR
_140
96_1
70 S
padi
na A
venu
e_R
2017
_det
ache
d.rv
t
170 Spadina, 1-7 Cameron Street
Toronto, ON
Ground Floor Plan
Queen Spadina ResidencesCorp.
14096 KN
A201
SSC
Date No. Description
2018-10-18 SPA-Resubmission
-
RESIDENTIAL GROUNDFLOOR92.25
FLOOR 2 / Level 299.05
FLOOR 3/ Level 3102.50
FLOOR 5/ Level 4105.45
P1 UNDERGROUND87.73
FLOOR 7/Level 6111.35
FLOOR 8/Level 7114.30
FLOOR 9/Level 8117.25
FLOOR 10/Level 9120.20
FLOOR 11/Level 10123.15
FLOOR 12/Level 11126.10
FLOOR PH/ Level 12129.05
MPH132.45
FLOOR 6/Level 5108.40
MPH ROOF137.45
LEVEL 1A95.65
A4511
ELEVATOR OVERRUN138.40
RETAIL FFE91.53
950
4600
400
3400
2950
2950
2950
2500
450
2950
2950
2950
2950
2950
3450
3400
3400
PRO
POSE
D B
UIL
DIN
G H
EIG
HT
4060
0
2545
0
FLOOR 8 TOFR117.70
AMENITY TERRACE132.85
PR
OP
ER
TY L
INE
PR
OP
ER
TY L
INE
3135
1200
0 BI
RD
FR
IEN
DLY
TR
EATM
ENT
2550
6502
00
PC2
LEVEL 8/ Level 7114.30
TOWNHOUSES FFE92.20
PC3
PC1
GL2
PC1
GL1
MT2
?
PC2
PC1
GL2
SOFFIT LIGHTING
SOFFIT LIGHTING
TOWNHOUSE ENTRANCE TOWNHOUSE ENTRANCE PARKING ENTRANCE RETAIL EMERGENCY EXIT
GL1
VG1VG1
PC1
GL2
GL1
VG1
PC1
GL1GL1
GL1
VG1
GL2
VG2
VG2
GL1
VG1
VG1
GL2
VG2
GL1
VG1
PC1
VG2
PC1
PC2
PC1
PC2
PC2PC2
PC2
HE
IGH
T TO
TO
P O
F FI
NIS
HE
D R
OO
F
11 17 201610P7 P8 P9a P11 P13aP12P4 P10 P12a P139 185
GL1
VG2
VG2
VG2VG2
MT1MT1
MT1MT1
MT1 MT1
MT1
MT1
RESIDENTIAL GROUNDFLOOR92.25
A
FLOOR 2 / Level 299.05
FLOOR 3/ Level 3102.50
FLOOR 5/ Level 4105.45
P1 UNDERGROUND87.73
FLOOR 7/Level 6111.35
FLOOR 8/Level 7114.30
FLOOR 9/Level 8117.25
FLOOR 10/Level 9120.20
FLOOR 11/Level 10123.15
FLOOR 12/Level 11126.10
FLOOR PH/ Level 12129.05
MPH132.45
FLOOR 6/Level 5108.40
MPH ROOF137.45
LEVEL 1A95.65
ELEVATOR OVERRUN138.40
RETAIL FFE91.53
950
4600
400
3400
2950
2950
2950
2500
450
2950
2950
2950
2950
2950
3450
3400
3400
PRO
POSE
D B
UIL
DIN
G H
EIG
HT
4060
0
2545
0
FLOOR 8 TOFR117.70
AMENITY TERRACE132.85
PR
OP
ER
TY L
INE
PR
OP
ER
TY L
INE
(NO
T 90
DE
GR
EE
S F
RO
M V
IEW
)
VG1
EXISTING BUILDING SPADINA AVENUE
1200
0 H
EIG
HT
OF
BIR
D F
RIE
ND
LY T
REA
TMEN
T
12238
6238
3233
SOFFIT LIGHTINGLOADING AREA
A4521
PC1
GL1
GL1
PC1
PC1
22518
9238
15238
18363
HEI
GH
T TO
TO
P O
F M
ECH
ANIC
AL R
OO
F45
200
PC2
LEVEL 8/ Level 7114.30
TOWNHOUSES FFE92.20
VG2PC1
GL1
SOFFIT LIGHTING
VISITOR PARKING EXITRESIDENT PARKING EXIT
WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED
WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED
SOFFIT LIGHTING
GL2
PC1
GL2
PC1 PC3
PC3VG1
GL1
GL2
PC2
EF
PC2PC1
PC1
PC1
GL2
GL2
VG2VG2
VG2
GL1
VG1VG1
VG1
PC1
PC2
PC1
GL2
VG2
VG2
VG2
GL1
VG1
VG1
VG1
PC3PC1
PC1
HE
IGH
T TO
TO
P O
F FI
NIS
HE
D R
OO
F
C2 E2 J1D2 I3C4PC PDPC1 PE1 PF1 PG PHPF PG1 PI PJ PJ1 PK PL1PB PLK
PC2
PC2
PC1
PC2PC2
PC2PC1
PC2
PC2
PC2
PC1
VG2 VG2 VG2
LV1LV1LV1
LV1
MT1MT1MT1
MT1MT1MT1
MT1MT1
MT1
MT1
VG1
VG1
MT1
MT1MT1
MT1MT1
MT1 MT1
MT1
2400
0
LEGEND:
ARCHITECTURAL CONCRETE PRECAST PANEL -WHITE
MT1 MULLIONS, LOUVERS, WINDOW FLASHING,RAILINGS - DARK GREY
VG2 VISION GLASS - RESIDENTIAL - BIRD FRIENDLY
VG1 VISION GLASS - RESIDENTIAL
VG3 VISION GLASS - RETAIL
GL1 GLASS RAILING - CLEAR
GL2 GLASS RAILING - BIRD FRIENDLY
MT2 METAL PANEL, RAINSCREEN CLADDING - COPPER
ST1 GRANITE STONE TILES
A MINIMUM OF 85% OF ALL EXTERIOR GLAZING WITHIN THE FIRST 12M OF THE BUILDING ABOVE GRADE, AND FIRST 4 M OF GLAZING ABOVE THE FEATURE NEAR THE ROOFTOP VEGETATION WILL BE TREATED AS BIRD FRIENDLY GLAZING.
VG4 VISION GLASS - RETAIL - BIRD FRIENDLY
PC3
PC1 BRICK EMBEDDED IN PRECAST - RED
PC2 BRICK EMBEDDED IN PRECAST - DARK GREY
LV1 ARCHITECTURAL LOUVER
SG1 TOP HAT METAL PANEL/ DARK GREY
MT3 METAL PANEL / RAINSCREEN CLADDING - DARK GREY
MT4 METAL PANEL CEILING - COPPER
EF EIFS - DARK GREY
Quadrangle
Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca
P R O J E C T S C A L E D R A W N R E V I E W E D
I S S U E R E C O R D
R E V I S I O N R E C O R D
Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.
for
2018
-11-
27 1
1:20
:11
AM
As indicated
G:\1
4096
-170
Spa
dina
Ave
nue\
Visu
aliz
atio
n\In
Pro
gres
s\20
18-1
1-27
-Ret
ail\Q
AL_
AR
_140
96_1
70 S
padi
na A
venu
e_R
2017
_det
ache
d.rv
t
170 Spadina, 1-7 Cameron Street
Toronto, ON
West & South Elevations
Queen Spadina ResidencesCorp.
14096 LGJ
A402
SSCA402 SCALE: 1 : 100
WEST ELEVATION (CAMERON STREET)1A402 SCALE: 1 : 100
SOUTH ELEVATION2
Date No. Description
2018-10-18 SPA-Resubmission
-
RESIDENTIAL GROUNDFLOOR92.25
FLOOR 2 / Level 299.05
FLOOR 3/ Level 3102.50
FLOOR 5/ Level 4105.45
P1 UNDERGROUND87.73
FLOOR 7/Level 6111.35
FLOOR 8/Level 7114.30
FLOOR 9/Level 8117.25
FLOOR 10/Level 9120.20
FLOOR 11/Level 10123.15
FLOOR 12/Level 11126.10
FLOOR PH/ Level 12129.05
MPH132.45
FLOOR 6/Level 5108.40
MPH ROOF137.45
LEVEL 1A95.65
A4511
ELEVATOR OVERRUN138.40
RETAIL FFE91.53
950
4600
400
3400
2950
2950
2950
2500
450
2950
2950
2950
2950
2950
3450
3400
3400
PRO
POSE
D B
UIL
DIN
G H
EIG
HT
4060
0
2545
0
FLOOR 8 TOFR117.70
AMENITY TERRACE132.85
PR
OP
ER
TY L
INE
PR
OP
ER
TY L
INE
3135
1200
0 BI
RD
FR
IEN
DLY
TR
EATM
ENT
2550
6502
00
PC2
LEVEL 8/ Level 7114.30
TOWNHOUSES FFE92.20
PC3
PC1
GL2
PC1
GL1
MT2
?
PC2
PC1
GL2
SOFFIT LIGHTING
SOFFIT LIGHTING
TOWNHOUSE ENTRANCE TOWNHOUSE ENTRANCE PARKING ENTRANCE RETAIL EMERGENCY EXIT
GL1
VG1VG1
PC1
GL2
GL1
VG1
PC1
GL1GL1
GL1
VG1
GL2
VG2
VG2
GL1
VG1
VG1
GL2
VG2
GL1
VG1
PC1
VG2
PC1
PC2
PC1
PC2
PC2PC2
PC2
HE
IGH
T TO
TO
P O
F FI
NIS
HE
D R
OO
F
11 17 201610P7 P8 P9a P11 P13aP12P4 P10 P12a P139 185
GL1
VG2
VG2
VG2VG2
MT1MT1
MT1MT1
MT1 MT1
MT1
MT1
RESIDENTIAL GROUNDFLOOR92.25
A
FLOOR 2 / Level 299.05
FLOOR 3/ Level 3102.50
FLOOR 5/ Level 4105.45
P1 UNDERGROUND87.73
FLOOR 7/Level 6111.35
FLOOR 8/Level 7114.30
FLOOR 9/Level 8117.25
FLOOR 10/Level 9120.20
FLOOR 11/Level 10123.15
FLOOR 12/Level 11126.10
FLOOR PH/ Level 12129.05
MPH132.45
FLOOR 6/Level 5108.40
MPH ROOF137.45
LEVEL 1A95.65
ELEVATOR OVERRUN138.40
RETAIL FFE91.53
950
4600
400
3400
2950
2950
2950
2500
450
2950
2950
2950
2950
2950
3450
3400
3400
PRO
POSE
D B
UIL
DIN
G H
EIG
HT
4060
0
2545
0
FLOOR 8 TOFR117.70
AMENITY TERRACE132.85
PR
OP
ER
TY L
INE
PR
OP
ER
TY L
INE
(NO
T 90
DE
GR
EE
S F
RO
M V
IEW
)
VG1
EXISTING BUILDING SPADINA AVENUE
1200
0 H
EIG
HT
OF
BIR
D F
RIE
ND
LY T
REA
TMEN
T
12238
6238
3233
SOFFIT LIGHTINGLOADING AREA
A4521
PC1
GL1
GL1
PC1
PC1
22518
9238
15238
18363
HEI
GH
T TO
TO
P O
F M
ECH
ANIC
AL R
OO
F45
200
PC2
LEVEL 8/ Level 7114.30
TOWNHOUSES FFE92.20
VG2PC1
GL1
SOFFIT LIGHTING
VISITOR PARKING EXITRESIDENT PARKING EXIT
WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED
WALL MOUNTED DOWNLIGHT FIXTURE WILL BE PROVIDED
SOFFIT LIGHTING
GL2
PC1
GL2
PC1 PC3
PC3VG1
GL1
GL2
PC2
EF
PC2PC1
PC1
PC1
GL2
GL2
VG2VG2
VG2
GL1
VG1VG1
VG1
PC1
PC2
PC1
GL2
VG2
VG2
VG2
GL1
VG1
VG1
VG1
PC3PC1
PC1
HE
IGH
T TO
TO
P O
F FI
NIS
HE
D R
OO
F
C2 E2 J1D2 I3C4PC PDPC1 PE1 PF1 PG PHPF PG1 PI PJ PJ1 PK PL1PB PLK
PC2
PC2
PC1
PC2PC2
PC2PC1
PC2
PC2
PC2
PC1
VG2 VG2 VG2
LV1LV1LV1
LV1
MT1MT1MT1
MT1MT1MT1
MT1MT1
MT1
MT1
VG1
VG1
MT1
MT1MT1
MT1MT1
MT1 MT1
MT1
2400
0
LEGEND:
ARCHITECTURAL CONCRETE PRECAST PANEL -WHITE
MT1 MULLIONS, LOUVERS, WINDOW FLASHING, RAILINGS - DARK GREY
VG2 VISION GLASS - RESIDENTIAL - BIRD FRIENDLY
VG1 VISION GLASS - RESIDENTIAL
VG3 VISION GLASS - RETAIL
GL1 GLASS RAILING - CLEAR
GL2 GLASS RAILING - BIRD FRIENDLY
MT2 METAL PANEL, RAINSCREEN CLADDING - COPPER
ST1 GRANITE STONE TILES
A MINIMUM OF 85% OF ALL EXTERIOR GLAZING WITHIN THE FIRST 12M OF THE BUILDING ABOVE GRADE, AND FIRST 4 M OF GLAZING ABOVE THE FEATURE NEAR THE ROOFTOP VEGETATION WILL BE TREATED AS BIRD FRIENDLY GLAZING.
VG4 VISION GLASS - RETAIL - BIRD FRIENDLY
PC3
PC1 BRICK EMBEDDED IN PRECAST - RED
PC2 BRICK EMBEDDED IN PRECAST - DARK GREY
LV1 ARCHITECTURAL LOUVER
SG1 TOP HAT METAL PANEL/ DARK GREY
MT3 METAL PANEL / RAINSCREEN CLADDING - DARK GREY
MT4 METAL PANEL CEILING - COPPER
EF EIFS - DARK GREY
Quadrangle
Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca
P R O J E C T S C A L E D R A W N R E V I E W E D
I S S U E R E C O R D
R E V I S I O N R E C O R D
Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work.
for
2018
-11-
27 1
1:20
:11
AM
As indicated
G:\1
4096
-170
Spa
dina
Ave
nue\
Visu
aliz
atio
n\In
Pro
gres
s\20
18-1
1-27
-Ret
ail\Q
AL_
AR
_140
96_1
70 S
padi
na A
venu
e_R
2017
_det
ache
d.rv
t
170 Spadina, 1-7 Cameron Street
Toronto, ON
West & South Elevations
Queen Spadina ResidencesCorp.
14096 LGJ
A402
SSCA402 SCALE: 1 : 100
WEST ELEVATION (CAMERON STREET)1A402 SCALE: 1 : 100
SOUTH ELEVATION2
Date No. Description
2018-10-18 SPA-Resubmission