ITABESK NEEL 6102 SKROW DETCELES
ARCHITECTURE PORTFOLIO
LEEN KSEBATI
Address: Toronto, ON, Canada Mobile: +1 (647) 530-5593 Email: leen.ksebati@yahoo.com
01
LOCAL EXPERIENCE
RESIDENTIAL / RENOVATION
A & ARCHITECTS INC. 01
SIMCO MID-RISE Toronto
2021
Plot Area: 1539 sqm Role: Intern Architect Applications: Rezoning application Responsibilities: - Prepared schematic plans & elevations for client review. - Prepared massing & 3d views for client review. - Coordinated with rendering consultant. - Prepared demolition set. - Prepared coordination sets with civil, traffic & landscape consultants. - Prepared complete rezoning set for city approval. - Coordinated rezoning set with engineering consultants. - Envelope study for different types of wall assemblies for window wall system.
GROUND FLOOR/ SITE PLAN
Existing Building
RESIDENTIAL / COMMERCIAL
35 DIVISION MID-RISE Toronto
2021
Plot Area: 1426.32 sqm Role: Intern Architect Applications: Rezoning application Responsibilities: - Prepared schematic plans & elevations for client review. - Prepared massing & 3d views for client review. - Coordinated with rendering consultant. - Prepared coordination sets with civil, traffic & landscape consultants. - Prepared complete rezoning set for city approval. - Coordinated rezoning set with engineering consultants. - Envelope study for different types of wall assemblies for window wall system.
GROUND FLOOR/ SITE PLAN
A & ARCHITECTS INC. 02
RESIDENTIAL / COMMERCIAL
WALLMAN ARCHITECTS 03
SHEPPARED AVENUE MID-RISE Toronto
2020
Plot Area: 1426.32 sqm Role: Intern Architect Applications: Building permit Responsibilities: - Converted SPA autocad drawings into revit to produce working drawings. - Assisted in OBC study and assisted in coordination with consultant. - Assisited in coordination with mechanical and electrical consultants. - Assisted in coordination with landscape consultants. - Envelope study for different types of wall assemblies of window wall system. - Draw plan details and section details. 1. Copyright of this drawing is reserved by the Architect. The drawing, and all associated documents are instruments of service by the Architect. The drawing, and the information contained therein, may not be reproduced in whole or in part without prior written permission of the Architect.
2. These Contract Documents are the property of the Architect. The Architect bears no responsibility for the interpretation of these documents by the Contractor. Upon written application the Architect will provide written/graphic clarification or supplementary information regarding the intent of the Contract Documents. The Architect will review Shop Drawings submitted by the Contractor for design conformance only. 3. Drawings are not to be scaled for construction. The Contractor is to verify all existing conditions and dimensions required to perform the work and report and discrepancies with the Contract Documents to the Architect before commencing any work.
257 444
700
1987
2200
200
200 969
670 300
763
873
1064
1861 670 300 979
161
1412
3244 250
669
750 188
1137
375 375
254 496
300 198 3725
200 1170 1230 1750
1474
300
824 0
313 7 50
T.O.C.
T.O.C. T.O.C. 201.950
390
201.700
T.O.C.
201.400
T.O.C. 201.950
25
T.O.C.
201.950
201.400
T.O.C. 201.950
25
Scale:
1 : 100
A2-03
Project
GREENWIN
5' - 0"
8' - 3"
P4.1a
P4.3a
A3 P4.1a
CL1 S1506
Project
GREENWIN 775 125
1050 SHEPPARD AVE. W.
5745 2900 2200
L2 SLAB EDGE PLAN
100
1200
195.520
1
L2 SLAB EDGE NORTH
P5.2e
P5.2e
P4.3a
R Q
P
O
N
1200
Drawing Title
Drawing Title
T
25
P4.4a
T
T.O.C.
5' - 10"
P5.2e
25
M
LEVEL 01 FLOOR PLAN / SITE PLAN
17
167 0
201.700
824 0
727 385 116 5
201.450 201.700
201.400
N
PGb
N
10' - 0"
130 578 824 0
50
480 3
201.450
T.O.C.
2950
201.450
T.O.C. 201.450
T.O.C. 201.450
201.450
K
L
Q
ISLAND (2'X4')
824 0 300
167 0
PFb
125
LEVEL 01 FLOOR PLAN
9' - 11"
1306 2536 86 588 250
250 900
167 0
201.700
201.700
BATH
9' - 0"
P5.2e
3' - 8"
2359
1400 4630 86
100 100
125
824 0
T.O.C. 25
25
195.665
3' - 1"
1000 3600 2600 2060
115b
113
250
150
FEATU WITH RE CREDWALL ENZA
185 150 50
126
200
1 115a
ONE-STOREY BOOKSHELF
130a
TWO-STOREY BOOKSHELF
111
FR
MW DW IM
134b
150
1013 2831 1475
114 129
130b
WF
RAMP TO U/G PARKING 19.9m @ 15%
106
123
1051 0
1
PROPERTY LINE
1011
A4-04
104
110
112
142
6200
107 133
STORA GE/FI LING
1STCa
1631 2675
5650
2975 750 1000
5350 1975 2400
6200
3500
3891
4639 4537
2770
201.700
T.O.C.
150
600 0
201.700 201.700
640 0
201.700
375 375 226 5
201.475
T.O.C. 201.950
J
U
100
1390
T.O.C.
1200
Plot Date: 2021-01-11 7:59:14 AM File Path: 17-14 1050 Sheppard Ave.W_ Architectural_lksebatiYGGWV 2_detached.rvt
100
201.700
300
125
201.475 25 640 0
200
775
P5.2e
A0
4745
201.450 25
H
16
3875
201.450 201.400
637 5
G
A2
6895
201.450 T.O.C. 201.700
PDb
P5.1a
KITCHEN
P5.2e
P4.1a
3480
150
620 250
201.400 299 5
1870
1450
6075
201.450 25 201.450
V
200
201 3
P12
W/D P4.4aA3
15
1271
1100
A2
1490
200
256 0
1a
1550
201.450 201.700
200
1590
5345 250 850
T.O.C.
P4.1a
4450
150
185
3605
8460
DUFFERIN ST
125
2985
1675
1175
61
P
51 150 4944
1647
200
962
201.400
201.400
2900
2200
1230
1170
139
O
3265
1465
30
200 600
201.950
PCb
P4.3a
P4.1a
14 500100
201.400
375
201.450
201.450
17
R
2635
P11 EXISTING HYDRANT
575
2625
1390
11' - 0"
13
365
633
100
A7-02
LINE PROPERTY
P5.2e
OPEN TO BELOW
600
100
REFER TO NOTE 4
100 100 0 100
195.860
P10
112 175
475
1730
600 100
QUEEN
12
1990
125
484149381
100
T.O.S.
500
PEb
1
201.150
T.O.S. 2072
150 50
375
207 4
195.860
BE LANDS TO TO EYED THE
201.400
200 550
1250
1345
750
605
2000
725 1017 175
T.O.S. 300
1050
201.450
201.400
16
195.900
4795
1998
1546
201.050
T.O.C. 201.150
201.150
4745
SHEPPARD AVE. WEST
202.600
237.465
200
1055 1200 145
N
200
237.465
3480
GROUND FLOOR/ SITE PLAN
GENERAL TYPICAL FLOOR NOTES
730
9' - 0"
T.O.C.
T.O.C.
200
90
200
P9
M
201.400
201.400
P5.1a
BEDROOM
T.O.S. 201.400
18
LIVING
T.O.S.
237.465
201.050
4450
6000
L
T.O.S.
200
1 A5-02
LINE OF CANOPY ABOVE
201.050
3405
6865
2
4a
T.O.C.
201.050 200 790
T.O.C. 201.400
125475
196.050
196.050
TOS 195.600
195.900
115CONV 09 CITY
A4-01
340 0
640 0
202.600
T.O.C.
4895
RETAIL ENTRY
3b K
237.465
175
201.150 41
1367
T.O.C.
EXIT STAIR EXIT "C" STAIR 1STC "A" 1STA
LINE PROPERTY SIAMESE CONNECTIO N
195.820
MAINTENANCE MH ACCESS
J 640 0
2036
175
195.900
195.820
MTL FENCE, REFER TO LANDSCAPE 685 0
3a
WC 124
CANOPY RAIN WATER LEADER
195.900 195.900
TOS 195.600
195 0
2b 103 5
124
AC1
RETAIL SPACE 125
370 0
2a
445 0
7705
1 A4-01
915
H
PROPOSED TTC PAVILLION WALL REMOVAL
1475
PGb
PH
ROUGH-IN PLUMBING ONLY
CANOPY RAIN WATER LEADER
5
1074
4
201.450
P5.4a QUEEN
202.600
237.465
200
253 5
15
281 5
ROUGH-IN PLUMBING AC1 ONLY
LIN E
201.700
100
150 225
P5.1a
T.O.C. 202.600
H.P.
201.950 201.700
A6-02
L15-02
201.150
201.150
201.450
A7-03
201.150
202.165
L.P.
REFER TO NOTE 3
201.450
14
1670
445 0
1b
T.O.C.
15
5900
PR OP ER TY
345 0
1a
FF 196.050
TD
202.600
T.O.S.
201.400
FHVC
1:20 SLOP E UP
281 5
T.O.C. 201.700
201.450
5
195.975
FITNESS ROOM
FITNESS ROOM 123
PUNCHING BAG ZONE
H.P.
2471
AC2
470 4
G
75 SLAB DEPRESSION FOR ACOUSTIC FLOORING
A6-03
196.050
TERRACE
L.P.
202.225
201.050
150
T.O.C.
4745
196.050 185
2000
1675
T.O.C.
15
MECH CLOSET 122
127a
WC 126
2000
3110
300
202 5
3110
REFER TO NOTE 4
105 201.400 201.950
F
122
MEETING RM #2 128
VESTIBULE 127
1820
T.O.C. T.O.C.
1 127b
530
201.475
3480
AIR INTAKE SHAFT
201.700 201.475 T.O.C.
1280
MEETING RM #1 129
128
4450 2030
13100
2ND FL SLAB OPENING
COFFEE LOUNGE 130
T.O.C.
T.O.C.
202.225
201.950
6975
MTL GATE & FENCE, REFER TO LANDSCAPE
202.600 202.600 202.165
0 20
SEATING AREA 131
ELECTRICAL VAULT 134
PFb
13
PG
PGb
S
4300
300
300
1870
134a
A7-03
R DRAIN
1575
T.O.S.
ONE-STOREY BOOKSHELF
1100
300
BBF
121
201.150
H.P. 202.225 300
750
0
ELEC SHAFT
PFb
1
MECH CLOSET 121
EXIT STAIR "C" 1STC
Date
202.550
200
1905
201.475
1110
AC2
LIBRARY/ LOUNGE 120
120
AC2
JANITOR CLOSET 110
BENCH
FIREPLACE
237.465 175
T.O.S.
300
25
MECH CLOSET 132
1366
2815
200 1885 237.465 201.150
T.O.S.
1650
15
T.O.C.
PHa
3340
LOGO LOGO
PJa
12
1100
F
132
325
634 201.400
375 375
PF
E
Issued For
201.150
5188
201.400
905
T.O.C.
2275
2650
T.O.C. 1475 200 TOPPING
375
270
8
No
202.600
T.O.C.
730
150
A0-05
J
6. All work is to be carried out in conformance with the Code and Bylaws of the Authorities having jurisdiction. 7. The Architect of these plans and specifications gives no warranty or representation to any party about the constructability of the building(s) represented by them. All contractors or subcontractors must satisfy themselves when bidding and at all times ensure that they can properly construct the work represented by these plans.
201.050
375 375
3642
T.O.S.
D
5650
GRABAGE CHUTE 2ND FL SLAB OPENING
BBF
MEETING ROOM 133
PE
195.800
K
5. These drawings are not to be used for construction unless noted below as "Issued for Construction".
T.O.S.
201.400
201.400
LINE PROPERTY
WC 111
FD
LEASING OFFICE 135
DIGITA MONIT L OR
VESTIBULE 115
UNIVERSAL WC 113
WC 112
4. Positions of exposed finishes for mechanical or electrical devised, fitting and fixtures are indicated on architectural drawings. The location shown on the architectural drawing govern over the mechanical and electrical drawings. Those items not clearly located will be located as directed by the Architect.
201.300
T.O.S. 2000
6873
DOUBLE STACKED (24 SPACES)
3. Drawings are not to be scaled for construction. The Contractor is to verify all existing conditions and dimensions required to perform the work and report and discrepancies with the Contract Documents to the Architect before commencing any work.
T.O.C.
2963
PDa
A5-01
AC1
ELEVATOR No. 3
980
DW
SEATING AREA 140
137
135
136
945
2310
FR
BULKY ITEMS ROOM 114
202.600
2. These Contract Documents are the property of the Architect. The Architect bears no responsibility for the interpretation of these documents by the Contractor. Upon written application the Architect will provide written/graphic clarification or supplementary information regarding the intent of the Contract Documents. The Architect will review Shop Drawings submitted by the Contractor for design conformance only.
T.O.C.
15
201.400
1'
11
T.O.S.
T.O.S.
201.475
375
LONG TERM BICYCLE PARKING 119
195.800
109
RES. GARBAGE ROOM 109
C
1295
MULTIPURPOSE ROOM 137 AC2
CANOPY RAIN WATER LEADER MW
119
195.800
ELEVATOR No. 2
196.050
201.050 201.050
201.050 1607
6257
201.700 201.475 T.O.C.
5650
138
237.465
T.O.S.
1. Copyright of this drawing is reserved by the Architect. The drawing, and all associated documents are instruments of service by the Architect. The drawing, and the information contained therein, may not be reproduced in whole or in part without prior written permission of the Architect.
T.O.C.
5650
ELEV LOBBY 141
"B" 1STB
MECH CLOSET 138
TOS 195.350
250 230
9240
PD
T.O.C.
175
1825
201.700
1675
6000
118
108
139b
1STB STAIR
150
195.800
JANITOR'S CLOSET FD 118
@ SLOPE DNMOVING 5% ROOM (VESTIBULE)
AC1
201.400
23085
EXIT CORRIDOR 139
ELEVATOR F.F.E. No. 1
A6-02
237.465
201.400
T.O.C. 201.700
200 900
T.O.S.
2733
3267
150
RETAIL WASTE STORAGE 117
117 195.700
195.820
A7-02
4450
T.O.C.
201.475
By
4000
AD 108
175
201.700
T.O.S.
945
T.O.C. 201.700
Bx
TOS 195.350
195.641
150 HT CONC. CURB
PARCEL LOCKERS (10 UNITS)
3
116
195.650
T.O.S.
600
201.475
B
5975
CACF ROOM 142
MECH CLOSET 136
PROPOSED HYDRANT
10
6000
196.050
EXIT
196.050
MAIL ROOM 107
150
201.400
FD
TYPE "G" LOADING 13m (L) x 4m (W) x 6.1m (H)
TC
195.950
13000
3 A7-03
AC2
196.050
8 A0-05
CANADA POST 106
10 A6-03
ENTRY 101b VESTIBULE 101
139a
1 A5-01
PFa
PHa
101a
TOS 195.650
PEa
PGa
105
MECH CLOSET 105
AC2 Cx
201.400
375
PC
1-OH
195.800
TC
196.000
201.400
T.O.C.
Ax
195.370
PET WASH 116
BC BC
195.850
TC
196.000
2320
201.400
195.600
1STD
FHVC
RESIENTIAL LOBBY 102
PC
D
E
STORAGE ROOM 104
4 A7-02
RESIDENTIAL ENTRY FIREFIGHTER 196.050 ENTRANCE
PDa
EXIT STAIR "D" 1STD
103
CONCIERGE 103
SLAB DRAIN
1.5 HR. FIRE SHUTTER ON FUSIBLE LINK
V01
16000
SIAMESE CONNECTION
GAS METER
6000
C
195.960
6950
6
INTERCOM /DIRECTORY
195.720
TC
WINDOW SPRINKLER SYSTEM
CS01
A6-04
LINE OF CANOPY ABOVE
LOADING PAD
195.930
GROUND WATER ACCESS SAMPLING
T.O.C.
T.O.C. 201.950
HANDS FREE ENTERPHONE PEDESTAL MOUNT
202.600
575 200
3000
250
201.050
201.700
195.810
CANOPY RAIN WATER LEADER
TOS 195.350
TC
201.700
201.475
A
PB
195.750
TOS 195.050
E DN 5% 7. SLOP @ 5.1m
Bx
B
TOS 195.350
202.550
T.O.C.
T.O.S.
150 680
195.640
BC
195.780
PB
AMENITY TERRACE ABOVE
AD
TOS 195.350
2 A7-02
BC
PBa
By
195.710
LINE OF UNIT PERIMETER ABOVE
TOS 195.350
6025
5900
Ax
AD
SANITARY CONTROL MH
1823
11
201.150
201.150 201.150
237.465 237.465
250
880
195.790
BC
195.790
ARM GATES
195.800
3688
25
125
PA
7230
2020-09-21 3160
5074
375
CONVEX MIRROR
CM
195.800
BC
195.940
PA
PCa
195.810
BC
TC
195.750
BW
Date
ISSUED FOR TENDER & BUILDING PERMIT
10
T.O.C. 202.550
4795
195.945
Issued For
1
5900
TC
HANDS FREE ENTERPHONE PEDESTAL MOUNT
No
TOS 195.350
775 6300
9741
7250
2547
EXHAUST AIR SHAFT
195.760
924
2000
1500
3000
202
BW
1000
LINE PROPERTY
300 696
TOS 195.350
P12
9
3110
754
P4 2030
8
1820
200 554
P3 6435
10625
7
4465
452
P2 5900
PA
6
7. The Architect of these plans and specifications gives no warranty 2650 or representation3642 to any party about the constructability of the building(s) represented by them. All contractors or subcontractors must satisfy themselves when bidding and at all times ensure that they can properly construct the work represented by these plans.
125
BW
A
10
754
P1 1000
2963
202 150
A5-02
5760
6000
6. All work is to be carried out in conformance with the Code and Bylaws of the Authorities having 4jurisdiction. 3 5
2 1675
149
P6b
1
1
5650
GENERAL NOTES FOR SLAB EDGE DRAWINGS: 1. FOR TOP OF SLAB ELEVATION SEE BUILDING SECTION DRAWINGS. 2. REFER TO STRUCTURAL DRAWINGS FOR COLUMN, WALL AND BEAM DETAILS AND SIZES. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN STRUCTURAL SCHEDULES AND DIMENSIONS SHOWN IN ARCHITECTURAL SLAB EDGE DRAWINGS. 3. REFER TO SHOP DRAWINGS FOR ELEVATOR SHAFT SIZE, OPENINGS AND DETAILS. 4. CONTRACTORS TO CONFIRM STAIR LOCATIONS WITH PRECAST STAIR MANUFACTURER. FOR STAIR LANDINGS REFER TO A6 SERIES STAIR PLANS AND SECTIONS. 5. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SHAFT OPENING SIZES AND DETAILS. 6. REFER TO GARBAGE CHUTE SHOP DRAWINGS TO CONFIRM ROUGH-OPENING SIZE FOR CHUTES. 7. REFER TO A3 SERIES PLANS FOR ELECTRICAL CLOSET AND PIPE SPACE LOCATIONS. ALL SLEEVING AND OPENINGS TO BE COORDINATED WITH MECH/ELEC DWGS. 8. REFER TO LANDSCAPE DRAWINGS FOR PLANTER WALL DETAILS AND DIMENSIONS. 9. REFER TO TERRACE DIVIDER SHOP DWGS FOR PIER SIZE AND LOCATION. 10. REFER TO WINDOW WASHING SHOP DRAWINGS FOR CONCRETE EMBED LOCATIONS FOR ALL ANCHORS AND ASSOCIATED EQUIPMENT.
5. These drawings are not to be used for construction unless noted below as "Issued for Construction".
1 A7-02
5650
6200
P6
4. Positions of exposed finishes for mechanical or electrical devised, fitting and fixtures are indicated on architectural drawings. The location shown on the architectural drawing govern over the mechanical and electrical drawings. Those items not clearly located will be located as directed by the Architect.
149
6000
3575
P7
P6a
2635
P9
P8
775
3265
150
1
P12
P11
P10
152
9
2000
A4-02
125
8
3110
300
7
1820
3369
530
2144
6
2030
4140
1905
86
5
2650
2700
4
1880
3806
1762
529 0
3
2963
560 0
2
A4-03
1175
1STA
500
1STCb
1
PROJECT ADDRESS S
As indicated
Scale Drawn by Checked by
17-14 07/30/20
A9-06A
Project No. Date Drawing No.
DETAILED SUITE LAYOUT
A3 P4.1a S1507
2. These Contract Documents are the property of the Architect. Th Architect bears no responsibility for the interpretation of these documents by the Contractor. Upon written application the Architec will provide written/graphic clarification or supplementary informatio regarding the intent of the Contract Documents. The Architect will review Shop Drawings submitted by the Contractor for design conformance only.
3. Drawings are not to be scaled for construction. The Contractor i to verify all existing conditions and dimensions required to perform the work and report and discrepancies with the Contract Documents to the Architect before commencing any work.
P12 A4-02
1
1
5
P4
P3 1
1
2
3
4
5. These drawings are not to be used for construction unless noted below as "Issued for Construction".
P4
5
6
7
8
A5-02
A5-02
10 1675
2963
3642
2650
1905
P3.3b
125
902 800
R
D
SCUPPER DRAIN DISCHARGE TO CANOPY BELOW
R TOC
202.600 +/2831 1475
A5-01
10
1
A4-03a 1
1
3806
EXTERIOR (BALCONY)
SCUPPER DRAIN DISCHARGE TO CANOPY BELOW
SCHEDULE
3 1600
4742
SUITE 208 2 BD
V
8240
8240
R
1670
R
PRO PER TY
2535
1a H
6400
R
SD
O
P
K
8240 100
1575
A5-02
SCUPPER DRAIN DISCHARGE TO CANOPY BELOW
1
BE LANDS TO TO CONVEYED THE CITY
6400
2002
LEVEL 2 FLOOR PLAN
L
4663
L01 CANOPY REFER TO A6-04
2 A4-01
1200
M
2200
1200
O
N
18795
P
125
775
5745
2900
R Q
Y LINE PROPERT
1 A5-02
PGb
SCUPPER DRAIN DISCHARGE TO CANOPY BELOW
A7-02
Q P12
Y LINE PROPERT
SD
L01 CANOPY
R
T
SD
R
N
6400
17
U
SD
SCUPPER DRAIN DISCHARGE TO CANOPY BELOW
1944
1200
1200
775
DOUBLE GLAZING IN 5745 PREFINISHED ALUM. FRAME. REFER TO WINDOW SCHEDULE
2900
2200
J
2708 1
125
SPANDREL PANEL AT STRUCTURAL COLUMN (TYPICAL) S 1 SUITE 307 1 BD
R
R
R
6400
M
LIN E
5
A401
W3.1
P5.1a
2 A4-01
SUITE 205 1 BD
A7-03
1
6400
4663
SUITE 204 1 BD
SUITE 206 1 BD
TD
1675
1675
T
16
4745
4745
G
V
3480
3480
TD
17
U
R
15
TD
SUITE 203 2 BD
2815
SPANDREL GLASS IN PREFINISHED ALUM. FRAME REFER TO WINDOW SCHEDULE
2013
208c
SUITE 207 2 BD
TD
529
EXTERIOR
Bx
L
2 A6-03
1017
SPRAY FOAM INSULATION
SUITE 306 1 BD
MECH CLOSET 209
1641
16
SUITE 305 2 BD
INTERIOR (SUITE)
201.400
FIRE SPRINKLER SIDELIGHT
14
BF WC 204
A7-03
125
STRUCTURAL CONCRETE COLUMN; AS PER STRUCTURAL DRAWINGS
CORRIDOR 201
1
INDOOR AMENITY 208
1670
1600
S
P5.1a
SUITE 308 1 BD
R
TD
METAL PANEL BELOW DOUBLE GLAZING IN PREFINISHED ALUM. FRAME. REFER TO WINDOW SCHEDULE
EXIT STAIR "C" 2STC
ELEC CL 202
R
3STC
15
3 P5.1aA6-03
387
13
1870
9
204.550
CORRIDOR 301
SUITE 309 2 BD
1870
STAIR "C" 3STC
WC 206 JAN. CLST 205
SUITE 202 1 BD
GARBAGE DROP 203
8 A0-05
FHVC
SUITE 201 1 BD
SD
F
FIRE HOSE VALVE IN CABINET
208b
TD
HATCH AREA DENOTES 2540 HT FROM FINISHED FLOOR TO STRUCTURE ABOVE. 14
METAL EXIT PANEL CORNER AT BALCONY
201.400
4450
4450
SUITE 304SLIDING DOOR GLASS 2REFER BD TO WINDOW
ELEC CL 302
ELEVATOR No. 3
200
W3.1
INTERIOR (SUITE)
SUITE 302 1 BD
12
A7-03
E
SMOKE SCREEN TO UNDERSIDE OF CONCRETE SLAB
202.600
TD
PHa
13
T.O. SLAB
TD
201.050
SCUPPER DRAIN REFER TO DETAIL A10-07 @ 201.250 ELEV
201.050
8240
R R
A4-04
26
A0-05
DOUBLE GLAZING IN PREFINISHED ALUM. FRAME. REFER TO WINDOW SCHEDULE
SUITE 210 2 BD
SD
TD
1600
STRUCTURAL CONCRETE WALL
GARBAGE DROP 303
ELEVATOR No. 2
202.600
TD
A4-03a 1
Y LINE PROPERT
SUITE 301 1 BD
8
A 403a 2
4800
3605
150
202.550
R
50
P5.1a
A5-01
202.600
R
R
3
FD
1'
201.050
SUITE 216 2 BD ELEVATOR F.F.E. No. 1
202.600
3605
SEALANT AND R BACKER ROD; TYP.
CORRIDOR 201
A0-05
202.600
TD
R
12
LEVATOR No. 3
A7-02
8
PREFINISHED METAL PANEL
125
3
R
ELEVATOR No. 2
A6-03
TD
D
A5-01
1
3725 1400 2200
PDa
1'
A7-02
11
SUITE 211 2 BD
SD
6200
D
SCUPPER DRAIN
201.500
R
207a
GLASS GUARDRAIL IN PREFINISHED ALUM. FRAME
W5.1
125
A 403a 2
TYPE "G" LOADING 13m (L) x 4m (W) x 6.1m (H)
STAIR "D" 2STD
201.400
86
SUITE 318 2 BD
2STD EXIT
R
3
2600
A7-02
EDGE OF SLAB
34280
W5.1 WALL BELOW PREFINISHED METAL PANEL PDa
A7-02
PROPERTY LINE
A4-03a
3 620 1050
SCUPPER DRAIN DISCHARGE TO CANOPY BELOW
A7-02
3
201.050
AMENITY TERRACE (REFER TO LANDSCAPE DWGS)
Cx
3
R
TD
1000
C
A4-03
1
By
TD
RAISED GREEN ROOF
4
6 A6-04
EXTERIOR
Cx
TD
PLANTE R
202.600
SUITE 212 2 BD
SD
23085
23085
8
RIVER STONE
SUITE 215 2 BD
R
L01 CANOPY REFER TO A6-04
C
1600
Bx
By STRUCTURAL DEMISING WALL @ CORRIDOR
202.550
SCUPPER DRAIN
B
P3.3b
Bx
202.600
A4-03
CORRIDOR
P5.2e
11
TD
TD
202.600
P5.1a
SUITE B
Date
2020-09-2
TD
2 A7-03
TD
Issued For ISSUED FOR TENDER & BUILDING PERMIT
R
Ax A7-02
1
202.550
2
ACOUSTIC SEALANT (TYP)
No
208a
Ax
SUITE 213 2 BD
SD
PA
202.600
202.600
SUITE 214 2 BD
3369
2 HR RATED FIRE STOP
TD
1525
HATCH AREA DENOTES 2790 HT FROM FINISHED FLOOR TO STRUCTURE ABOVE.
7. The Architect of these plans and specifications gives no warrant or representation to any party about the constructability of the building(s) represented by them. All contractors or subcontractors must satisfy themselves when bidding and at all times ensure that they can properly construct the work represented by these plans.
10
4795
4795
11
CONTINUOUS GYPSUM
204.550
201.400
AIR EXHAUST SHAFT FROM UNDERGROUND
202.550
A7-02
A
HATCH AREA DENOTES 2540 HT FROM FINISHED FLOOR TO STRUCTURE ABOVE.
EXIT STAIR "D"
SCUPPER DRAIN REFER TO DETAIL A10-07 @ 201.250 ELEV
2000
4
A
SUITE 317 2 BD
3110
TY LINE PROPER
TD ACOUSTIC SEALANT (TYP)
SUITE 316 2 BD
1820
6
P5.1a
K
530
A7-02
FILL CONCRETE TIE HOLES WITH MINERAL WOOL (TYPICAL WHERE APPLICABLE) (FIRE STOP TO MAINTAIN 2HR FIRE SEPARATION)
R
LEVATOR .F.E. No. 1
2030
202.550
SUITE
NOTES 2540 ED FLOOR ABOVE.
125 375
PA
N
P12 S
100
2000
1945
3110
149
754
1820
754
530
149
149
2030
6. All work is to be carried out in conformance with the Code and Bylaws of the Authorities having jurisdiction.
1
9
1575
9
207b
8
2STC
7
A4-03a
6
4. Positions of exposed finishes for mechanical or electrical devised, fitting and fixtures are indicated on architectural drawings. The location shown on the architectural drawing govern over the mechanical and electrical drawings. Those items not clearly located will be located as directed by the Architect.
P12
A4-02
PGb
Drawing Titl
LEVEL - 03 FLOOR PLAN Scale:
1 : 100
4
A2-04
LEVEL - 02 FLOOR PLAN Scale:
1 : 100
3
A2-04
LEVEL 02 & 03 FLOOR
600
SUITE
LEVEL 13
231.880
LEVEL 10
223.885
17
PRIVACY SCREEN BEYOND 49
PRE-FINISHED ALUM. TOP RAIL
CLEAR DBL. SLIDING DOOR IN PREFIN. ALUM. FRAME REFER TO WINDOW SCHED.
GLASS GUARD RAIL IN PREFINISHED ALUM. FRAME.
2665 HT TYP 10TH - 13TH FL
1. Copyright of this drawing is reserved by the Architect. The drawing, and all associated documents are instruments of service by the Architect. The drawing, and the information contained therein, may not be reproduced in whole or in part without prior written permission of the Architect.
PPREFINISHED ALUM. CAP FLASHING ON BLOCKING TYP. 45
SLOPE
SUITE
No
2020-09-21
SEALANT
DOUBLE GLAZING IN PREFINISHED ALUM WINDOW SYSTEM
SUITE
311
LEVEL 09
41 22
SEALANT
A10-06
SUITE
1560
C1b
C1a
DOUBLE GLAZING IN PREFINISHED WINDOW SYSTEM (LOUVER AT EXHAUST LOCATION)
DOUBLE GLAZING IN PREFINISHED ALUM WINDOW SYSTEM
SUITE
SUITE
PARAPET DETAIL
TERRACE GUARDRAIL DETAIL
LEVEL 08
150
75
201.400
METAL PANEL INSERT BY WINDOW SUPPLIER
SUITE
SLOPE TO GUTTER
GALV. STEEL ROD HANGERS
SUITE
300
W3.3
200
SCUPPER DRAIN
LEVEL 04
207.500
204.550
400
LEVEL 03
600
150x150 GALVANIZED STEEL GUTTER
REFER TO FLOOR PLANS FOR GUARDRAIL TYP
TERRACE
550
2665 TYP 4TH - 8TH FL
1950 TO PROPERTY LINE 250 25
600
PREFINISHED ALUM. FLASHING ON PARAPET CAP FLASHING
LEVEL 02
218.160
PREFINISHED METAL PANEL
DOUBLE GLAZING IN PREFINISHED ALUM. FRAME REFER TO WINDOW SCHEDULE
W3.1 90
2 PLY MODIFIED BITUMINOUS MEMBRANE 16MM ROOF SHEATHING ON CONC. TOPPING 2% SLOPE DN TO GALV STEEL GUTTER MECHANICALLY FASTENED TO STEEL DECK ON STRUCT. BEAM
220.825
5
13
1"
300
207.500
PREFINISHED METAL PANEL
13mm GYPSUM BD. 64mm METAL STUDS AIR SPACE 77mm BATT INSULATION
DOUBLE GLAZING IN PREFINISHED ALUM. FRAME REFER TO WINDOW SCHEDULE
25
LEVEL 04
200
600
400
Date
ISSUED FOR TENDER & BUILDING PERMIT
SEALANT
25
AC3
DOUBLE GLAZING IN PREFINISHED ALUM. FRAME REFER TO WINDOW SCHEDULE W3.1
Issued For
1
SEMI-RIGID INSULATION & AIR/VAPOUR BARRIER MEMBRANE
ALUM. LOUVER IN PREFINISHED ALUM. FRAME REFER TO WINDOW SCHEDULE
DOUBLE GLAZING IN PREFINISHED WINDOW SYSTEM (LOUVER AT EXHAUST LOCATION)
7. The Architect of these plans and specifications gives no warranty or representation to any party about the constructability of the building(s) represented by them. All contractors or subcontractors must satisfy themselves when bidding and at all times ensure that they can properly construct the work represented by these plans.
50 +/- CONCRETE TOPPING SLOPE TO DRAIN
P5.4a W3.2
6. All work is to be carried out in conformance with the Code and Bylaws of the Authorities having jurisdiction.
SLOPE
R2c
1560
100
SLOPE
150
BI- LEVEL TERRACE TERRACE DRAIN BEYOND REFER TO MECH. DWG.
240.540
250
250
SEMI-RIGID INSULATION & AIR/VAPOUR BARRIER MEMBRANE
LEVEL 16 MPH
125
EQ
600
600
W5.1
PPREFINISHED METAL PANEL ON GALVANIZED STEEL FRAMING
FINISH FLOORING ON ACCOUSTIC UNDERLAYMENT & BASEBOARD IN RES. UNITS (REFER TO INTERIOR DESIGN DWGS.)
5. These drawings are not to be used for construction unless noted below as "Issued for Construction".
W5.1
PPREFINISHED METAL PANEL ON GALVANIZED STEEL FRAMING
300
STEP @ SLIDING DOOR LOCATIONS
4. Positions of exposed finishes for mechanical or electrical devised, fitting and fixtures are indicated on architectural drawings. The location shown on the architectural drawing govern over the mechanical and electrical drawings. Those items not clearly located 50 150 90 will be located as directed by the Architect.
TERRACE
CAULKING
150
100 +/- CONCRETE TOPPING SLOPE TO DRAIN
425
3. Drawings are not to be scaled for construction. The Contractor is to verify all existing conditions and dimensions required to perform the work and report and discrepancies with the Contract Documents to the Architect before commencing any work.
SUITE
305
125
PREFINISHED ALUM. FLASHING ON WATER PROOFING MEMBRANE
20
R2.b
CAULKING
GUARDRAIL SHOE POST
2. These Contract Documents are the property of the Architect. The Architect bears no responsibility for the interpretation of these documents by the Contractor. Upon written application the Architect will provide written/graphic clarification or supplementary information regarding the intent of the Contract Documents. The Architect will review Shop Drawings submitted by the Contractor for design conformance only.
EQ
STONE BALLAST FILTER FABRIC 150mm RIGID INSULATION SEPARTION SHEET ROOFING MEMBRANE CONC. SLAB SLOPE TO DRAIN
1070 .
WINDOW SILL
PPREFINISHED ALUM. CAP FLASHING ON BLOCKING TYP.
2 150W CONC CURB
22
FURRING CHANNELS ON GALV METAL STUDS
W3.1
SUITE
SUITE 306 1 BD 209
DOUBLE GLAZING IN PREFINISHED ALUM. FRAME REFER TO WINDOW SCHEDULE
DOUBLE GLAZING
IN PREFINISHED ALUM. FRAME CANOPY SIDE DETAIL REFER TO WINDOW SCHEDULE
P1
METAL PANEL INSERT BY WINDOW SUPPLIER
LEVEL 03
2 A10-06
N
GROUND FLOOR RET.
195.900
GREENWIN HEAT TRACED DRAIN PIPE
600
STRUCT. CONC. SLAB/BEAM REFER TO STRUCT. DWGS.
METAL CANOPY
201.400
Project
600
196.050
600
740
LEVEL 02
GROUND FLOOR RES.
SUITE 204 1 BD P316
REFER TO STRUCT. FOR METAL CANOPY 3D VIEW FRAMING
150
SLOPE
LEVEL 02
PROJECT ADDRESS
1
Scale Drawn by
A10-06
Checked by
300
17-14 90
STRUCT. CONC. SLAB/BEAM REFER TO STRUCT. DWGS.
CONT. SEALANT CAP VERTICAL MULLION AT TOP END, TYPICAL
170
02/28/20
A4-05
CONT. SEALANT & BACKER ROD
RETAIL SPACE
DETAIL @CONCRETE SIDEWALK
CANOPY DETAIL
22mm FURRING Project No. CHANNELS ON 65 Z-GIRTS Date Drawing No. PREFIN. ALUM. PANEL. METAL SOFFIT
SOFFIT LIGHTING FIXTURE (REFER TO ELECT. DWGS.) ALUM. LOUVER IN PREFINISHED ALUM. FRAME CURTAIN WALL SYSTEM REFER TO WINDOW SCHEDULE
WALL SECTION
APPROVED
PARKING P1
201.400
1050 SHEPPARD AVE. W.
400
250
Plot Date: 2021-01-11 4:26:57 AMFile Path: 17-14 1050 Sheppard Ave.W_ Architectural_lksebatiYGGWV 2_detached.rvt
ARD OVER G
F2c
Drawing Title
SUITE
1950
2 PLY MODIFIED BITUMINOUS MEMBRANE 16MM ROOF SHEATHING ON CONC. TOPPING 2% SLOPE DN TO METAL GUTTER MECHANICALLY FASTENED TO STEEL DECK,
JOINT FILLER CONCRETE SIDEWALK. REFER TO LANDSCAPE
204.550
RETAIL SPACE 125
7
400 200
CANOPY SIDE DETAIL
600
1
1200
600
C1b
25 0' - 1"
PREFINSHED ALUMINUM SOFFIT
1750
41
PREFINISHED ALUM PANEL
1750
311
44
A10-07
RESIDENTIAL
KOHN ARCHITECTS 04
STEELS AVENUE MID RISE Thornhill
2018
Plot Area:
Role: Full design & Presentation Applications: Feasibility Study Responsibilities: - Massing & shadow studies. - Full preparation of facades & presentation drawings using Revit. - OBC analysis: travel distance, egress & exit requirements. - Site analysis to comply to: the client desired program/efficiency rates, the city’s zoning by law requirements & the city’s mid rise developments guidelines. - Review survey to identify any road widening, easements, right of ways, datums & principle floor finish elevations. - Prepare site statistics including units counts and ratio for client review.
PERSPECTIVES 04 17-110 18/02/16
36-48 STEELES AVENUE EAST THORNHILL, ONTARIO Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
DENIX CORPORATION
PERSPECTIVE 01 PERSPECTIVE 01 17-110 17-110
36-48 STEELES AVENUE EAST THORNHILL, ONTARIO 36-48 STEELES AVENUE EAST
HORNHILL, ONTARIO
ENIX CORPORATION
4800 sqm
DENIX CORPORATION
3D Perspective
First Level Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
KOHN ARCHITECTS 05
WARDEN AVENUE MID-RISE Toronto
2017
Plot Area: 4900 sqm Role: Intern Architect assisting Senior Architect Applications: SPA - Design Development Responsibilities: - Modeling of Revit model. - Assist in preparing SPA drawings set. - Assist in coordination with landscape, traffic & civil consultants. - Site and mass analysis to comply with zoning by-law. regulations & city of Toronto mid-rise guidelines. - participate in code research in regards to fire protection and life safety requirements. - Review SPA city comments and revise drawings accordingly. - Space planning for suites layouts as part of Marketing package.
ALL DRAWINGS ARE ALL THEDRAWINGS PROPERTY ARE OF THE MU THEARCHITECT PROPERTY AND OF THE REQUEST. REQUEST.
ISSUE DATES AND DISTRIBUTION LOG ISSUE DATES AND DISTRIBUTION No.
1
12 11 13 15 14 15 12 14 13
21
EX. MH
6600
6600
EX. CB
2250
TWSI
TWSI
TWSI
6600
SHORT TERM SHORT TERM BICYCLE PARKING BICYCLE PARKING (9) (9)
7
58.13 77.83 m² m² 838 626 ft² ft²
58.13 m² 626 ft²
ELECT.
ELECT.
I J
1500
1500
K
Suite Layout
SUITE TYPE 1G 51.47sm (554sf)
61.94 m²53.56 m² 667 ft² 577 ft²
1 BD 201
3 BD 221
3 BD 221
53.56 m² 577 ft²
103.38 m² 1113 ft²
103.38 m² 1113 ft²
1941
1941
2067
1151
1151
K L
1 A4 10
6000
6000
BF
CSW 4243
BF
RECESSED POTLIGHTS RECESSED POTLIGHTS IN CANOPY IN CANOPY 2 A4 10
M
M
N
N
509.99 m² 5489 ft²
509.99 m² 5489 ft²
FFE 155.35
FFE 155.35
TYPE "G" LOADING TYPE "G" LOADING SPACE SPACE 4161 ON 200mm ON 200mm REINFORCED REINFORCED (MIN. CONCRETE PADCONCRETE PAD (MIN. 6.1m VERTICAL6.1m VERTICAL CEALRANCE) CEALRANCE)
INDOOR INDOOR AMENITY AMENITY 102 102 93.07 m² 1002 ft² FFE 154.95
2 A4 10
INTAKE SHAFT WITH INTAKE SHAFT WITH TO MOUNTABLE GRILLE GRILLE TO MOUNTABLE BE INSTALLED FLUSH BE INSTALLED FLUSH WITH TOP OF WALKWAY WITH TOP OF WALKWAY
D
37.98 m² 409 ft²
RETAINING WALL RETAINING WALL AND METAL AND METAL RAILING ABOVERAILING ABOVE
2140
CSW
4161
37.98 m² 409 ft²
CONDO LOBBY 620
CONDO LOBBY 620
132.68 m² 1428 ft² FFE 154.95
132.68 m² 1428 ft² FFE 154.95
W/R
W/R OFFICE
MAIL ROOM
MAIL ROOM CACF ROOM
SUNKEN PATIO SUNKEN PATIO AMENITY AREA AMENITY AREA
OFFICE
CACF ROOM 2100
CSW
MOVE IN MOVE IN ROOM ROOM
81.94RES. m² RES. 882 ft² GARBAGE GARBAGE FFE 154.7
81.75 m² 81.75ITEM m² STAGING AREA STAGING BULKY AREA BULKY ITEM 880 ft² STORAGE 880 ft² (13.5sm) AREASTORAGE AREA (13.5sm) (10.4sm) (10.4sm)
RETAIL RETAIL GARBAGE GARBAGE STORAGE STORAGE AREA AREA
COMMERCIAL COMMERCIAL 2 2 103 103 378.95 m² 4079 ft² FFE 154.7
ANNUNCIATOR ANNUNCIATOR PANEL PANEL OUTLINE OUTLINE 2100 INDICATES INDICATES EXTENT OF LEVEL EXTENT OF LEVEL 2-6 ABOVE 2-6 ABOVE ARCHITECT OF ARCHITECT OF RECORD SIGN RECORD SIGN A401 FOR (SEE A401 FOR (SEE CSW DETAILS) DETAILS) PRINCIPLE PRINCIPLE ENTRANCE FORENTRANCE FOR FIREFIGHTING FIREFIGHTING ACCESS ACCESS
CSW
G
CSW
CSW
H
PROPOSED PROPOSED OUTLINE OUTLINE COMMERCIAL LONG INDICATES LONG EXTENT COMMERCIAL INDICATES EXTENT TERM BICYCLE TERM BICYCLE OF LEVEL 2-6 OF LEVEL 2-6 PARKING SPACEPARKING SPACE ABOVE ABOVE EX. FH
1 : 50
EX. FH
H
I
I
J
J
K
L
CSW
MH
EX. CB
FFE 154.7 CSW
G
EX. MH
EX. CB FFE 154.7
2614
EX. FH
F
K
MH
EX. FH
E
OUTLINE OUTLINE INDICATES INDICATES EX. MH EXTENT OF LEVEL EXTENT OF LEVEL 2-6 ABOVE 2-6 ABOVE
378.95 m² 4079 ft² FFE 154.7
D
F
EX. MH
2614
B C
E
OUTDOOROUTDOOR AMENITY AMENITY
93.07 m² 1002 ft² FFE 154.95
EX. CB
6600
OUTLINE OUTLINE INDICATES INDICATES EXTENT OF LEVEL EXTENT OF LEVEL 2-6 ABOVE 2-6 ABOVE RETAINING WALL RETAINING WALL AND GLASS AND GLASS RAILING ABOVERAILING ABOVE
LOADING LOADING
81.94 m² RAMP TO RAMP TO 882 ft² UNDERGROUNDUNDERGROUND FFE 154.7 PARKING PARKING
COMMERCIAL COMMERCIAL 1 1 107 107
1 A4 10
FFE 155.5
B
6600
2100
2100
CSW
CSW 0 4243 3900 TYP. TYP.
CANOPY ABOVECANOPY ABOVE
10215
1 BD+D1 BD 202 201
7965
61.94 m² 61.25 m² 659 ft² 667 ft²
7965
1 BD+D 1 BD+D 203 202
61.25 m² 61.25 m² 659 ft² 659 ft²
2250
1 BD+D1 BD+D 203 204
61.25 m² 659 ft²
2250
1 BD+D 204
95.93 m² 1033 ft²
1276
2 BD+D 205
95.93 m² 1033 ft²
1276
2 BD+D 205
2067
129.22 m² 1391 ft²
2440
129.22 m² 1391 ft²
2440
3 BD 206
2401 1677
:\Users\kbell\Documents\17 130_743 Warden Block 20_Site_kbell@kohnarchitects.com.rvt
2401
3 BD 206
1677
FOYER
2 A4 10
10215
L 2 A4 10
0 3900 TYP. TYP.
15% SLOPE
I J 9750
109.38 m² 1177 ft²
9750
109.38 m² 1177 ft²
2250
2250
2440
2 BD+D 220
CONCRETE CURB CONCRETE CURB AND METAL AND METAL GUARD RAILINGGUARD RAILING AT EDGE OF ATCB EDGE OF PARKING RAMP PARKING RAMP CB
2100
77.83 m² 838 ft²
209
2 BD+D 220
7500
121.72 m² 1310 ft²
OPEN TO BELOW
7
METAL GUARD METAL GUARD DEPRESSED RAILING CURB AT EDGE RAILING AT EDGE OF PARKING OF PARKING RAMP RAMP
7.5%
H
CSW OUTLINE OUTLINE INDICATES INDICATES EXTENT OF LEVEL EXTENT OF LEVEL 2-6 ABOVE 2-6 ABOVE
CSW
2.4m CLEAR
H
5600 TYP.
82.72 m² 890 ft²
DEPRESSED CURB
EX. FH
5600 TYP.
2 BD+D 219
82.72 m² 890 ft²
DEPRESSED CURB
CSW
2100
2 BD+D 219
DEPRESSED CURB EX. FH
FFE 155.5
BF 2140
CSW
443.16 m² 4770 ft²
2125
SHORT TERM SHORT TERM BICYCLE PARKING BICYCLE PARKING (6) (6)
2100
93.00 m² 1001 ft²
G
6600
2 BD+D 210
93.00 m² 1001 ft²
6600
3300 6600
G
CB
BF
CSW
2114
90.96 m² 979 ft²
F
2114
90.96 m² 979 ft²
6600
2 BD+D 210
2125
443.16 m² 4770 ft²
A
C
EXHAUST SHAFT WITH SHAFT WITH EXHAUST MOUNTABLE GRILLE MOUNTABLE GRILLE TO BE INSTALLED TO BE INSTALLED FLUSH WITH TOP OF WITH TOP OF FLUSH WALKWAY WALKWAY
COMMERCIAL COMMERCIAL 3 3 101 101
OUTLINE OUTLINE INDICATES INDICATES EXTENT OF LEVEL EXTENT OF LEVEL 2-6 ABOVE 2-6 ABOVE
CB
67665
91.28 m² 982 ft²
67665
2 BD+D 211
91.28 m² 982 ft²
27 SURFACE 27 SURFACE PARKING PARKING SPACES SPACES
E
F
EX. CB
3600
RECESSED POTLIGHTS RECESSED POTLIGHTS IN CANOPY IN CANOPY
WARDEN AVENUE
2 BD+D 218
6600
2 BD+D 211
3600
67665
D
CSW
PARKING SPACEPARKING SPACE
WARDEN AVENUE
2 BD+D 218
2440
TWSI
CANOPY ABOVECANOPY ABOVE
MH
10
PROPOSED PROPOSED COMMERCIAL LONG COMMERCIAL LONG TERM BICYCLE TERM BICYCLE
6600
81.30 m² 875 ft²
57.91 m² 623 ft²
EX. MH
6600
D
10
10
9461
1 BD+D 2440 217
57.91 m² 623 ft²
MH
6600
B C
6600
81.30 m² 875 ft²
9461
1 BD+D 217
EX. MH
6600
B C
6600
9460
2 BD+D 212
6600
9460
2 BD+D 212
CSW
6600
83.45 m² 898 ft²
CSW
6600
6600
2 BD+D 216
83.45 m² 898 ft²
7500
121.72 m² 1310 ft²
OPEN TO BD+D BELOW
TWSI
CSW
A 10
6600
2 BD+D 216
TWSI
TWSI
3300 6600
2 BD 213 68.28 m² 735 ft²
6600
2 BD 213 68.28 m² 735 ft²
EX. MH
2250
EX. CB 2250
A
6600
2 BD 215 83.97 m² 904 ft² 3300
2 BD 215 83.97 m² 904 ft²
3300
1 A4 10
EX. MH 2250 7500
2250 5250
6600
3205
2 BD 214 84.39 m² 908 ft²
3323 2440
5' - 9"
1 A4 10
EX. MH 7500 1350
5250
TWSI
CSW
6' - 2"
1211 1312 14 13 15 14 15
1350 6600
EX. CB
3205
2 BD 214 84.39 m² 908 ft²
BATH
DEN
6600
6600
2250 5250
2250
CSW
11' - 2"
KITCHEN
10 11
6600
67665
2250 7500
W/D
1
109
6600
7500 1350 5250
23' - 0"
LIVING/DINING
BD+D 21BD 208209
98 6600
6600
6600
1350 6600
E
2 BD 208
Note
ISSUED FOR CLIENT REV 17.08.28 ISSUED FO
ISSUED FOR SPA 18.04.05 ISSUED FO
9750
6600
6600
BEDROOM
3 BD 207
Note Date
60625
EX. CB 6600
6600
CSW
3 BD 207
8
7
60625 6600 6600
60625 6600
A
3323
7
6 6600
6600
1500
6600
9' - 6"
BALCONY
No.
17.08.28 1 18.04.05 2
L 10215
6600
6600 3300
6600
6600
3300 3300
9750
6600
6
5
EX. MH
3300 3325
1650
6600
5
4
1650
6600 3300
9' - 4"
3300 3300
43
1500
60625 3300 3325
32
EX. MH
MENDELSSOHN STREET
10 11
MENDELSSOHN STREET
109
6600
98
10215
8
7
3325
3325
Date
1 2
CLEANSIDE STREET CLEANSIDE STREET 7
6
LOADING 'TYPE B' 3.5 X 11.0m
6
COPYRIGHT 2005 KOHN ARCHITECTS COPYRIGHT 2005INC. KOHN ARCHITECTS INC.
COPYRIGHT OF THISCOPYRIGHT DRAWING AND THE DESIGN INTENT IS RES OF THIS DRAWING AND THE DE ARCHITECT. THE DRAWINGS ANDTHE ALL DRAWINGS ASSOCIATED DOCUMENTS ARCHITECT. AND ALL ASSO OF SERVICE BY KOHN THE DRAWINGSINC. ANDTHE TH OFARCHITECTS SERVICE BYINC. KOHN ARCHITECTS CONTAINED THEREINCONTAINED MAY NOT BE REPRODUCED IN BE WHOLE OR THEREIN MAY NOT REPROD PRIOR WRITTEN PERMISSION OF THEPERMISSION KOHN ARCHITECTS PRIOR WRITTEN OF THEINC. KOHN
LOADING 'TYPE B' 3.5 X 11.0m
5
NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON NO INVESTIGATION HAS BEEN UNDERTAKEN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTION REGARDS TO THE ENVIRONMENTAL CONDIT
2100
5
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICE LOCATIONS OF EXPOSED MECHANICAL OR FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHI FIXTURES ARE INDICATED ON ARCHITECTUR OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE IT OVER THE MECHANICAL AND ELECTRICAL D LOCATED, TO BE LOCATED AS DIRECTED BY THEAS ARCHITECT. LOCATED, TO BE LOCATED DIRECTED BY
3000 @7.5% (-0.23m)
4
THE ARCHITECT BEARS RESPONSIBILITY FOR THE INTERPRE THENO ARCHITECT BEARS NO RESPONSIBILITY DOCUMENTS BY THEDOCUMENTS CONTRACTOR. WRITTEN APPLICATIO BY UPON THE CONTRACTOR. UPON W WILL PROVIDE WRITTEN GRAPHIC CLARIFICATION AS SUPPL WILLOR PROVIDE WRITTEN OR GRAPHIC CLAR INFORMATION REGARDING THE INTENT OF THE CONTRACT INFORMATION REGARDING THE INTENTDOC OF
7.5%
43
DO NOT SCALE DRAWINGS. DO NOT SCALE DRAWINGS.
CONTRACTOR SHALLCONTRACTOR VERIFY AND CHECK DIMENSIONS AND SHALL ALL VERIFY AND CHECK A PRIOR TO STARTINGPRIOR ANY OF WORK AND ANY DISC TOTHE STARTING ANYREPORT OF THE WORK AN ARCHITECT AND CONSULTANTS PROCEEDING. CONSTR ARCHITECT BEFORE AND CONSULTANTS BEFORE PR CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF CONFORM TO ALL APPLICABLE CODES AND JURISDICTION PERTAINING TO THISPERTAINING APPLICATION. JURISDICTION TO THIS APPLIC
3000 @7.5% (-0.23m)
32
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWI ALL DIMENSIONS ARE GIVEN IN MILLIMETRE
15% SLOPE
21
Kohn Partnership Inc. KohnArchitects Partnership Architects 116 Spadina Avenue, SuiteAvenue, 501, Toronto 116 Spadina Suite ON 50 Tel 416.703.6700 Tel www.kohnarchitects.com 416.703.6700 www.kohnar
2.4m CLEAR
1
:\Users\kbell\Documents\17 130_743 Warden Block 20_Site_kbell@kohnarchitects.com.rvt
NDO
RESIDENTIAL
EX. MH EX. CB
M
MEX. CB
N
N
.
CSW INTAKE SHAFT WITH INTAKE SHAFT WITH MOUNTABLE GRILLE TO GRILLE TO MOUNTABLE BE INSTALLED FLUSH BE INSTALLED FLUSH WITH TOP OF WALKWAY WITH TOP OF WALKWAY TWSI
TRUE PROJECT PROJECT NORTH NORTH NORTH Project:
TRUE NORTH
Project:
743 WARDEN - BLO 743 WARDEN
TWSI
THE GOLDMAN GROUP GRO THE GOLDMAN
Second Level
EX. DC
EX. DC EX. MH
First Level
EX. MH
DEANSDEANS DRIVE DRIVE
743 WARDEN AVENUE AVENU 743 WARDEN TORONTOTORONTO Drawing Title: Drawing Title:
LEVELLEVEL 1, 2 FLOOR 1, 2 FL Drawn By:
Drawn By:
Checked By:
Ch
LK
LK
KB
KB
Date Plotted:
Date Plotted:
2018-04-052018-04-05 4:56:45 PM4:56:45 PM
MIXED USE
KOHN ARCHITECTS 06 Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
WARDEN AVENUE WORK/ LIVE UNITS Toronto
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.
2018
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT. NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE. COPYRIGHT 2005 KOHN ARCHITECTS INC. COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC. ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST.
ISSUE DATES AND DISTRIBUTION LOG
Plot Area: 6000
8686
6750
Role:
6000 sqm 6000
GARBAGE ROOM (BELOW)
6.50
T/O ROOF
6000
6000
Full design & Presentation A10
189
Note
17.08.28
ISSUED FOR CLIENT REVIEW
6000
B3
6000
6000
6000
TERRACE (24sm)
TERRACE (24sm)
B4
6000
5120
Responsibilities: TERRACE (24sm) TERRACE (24sm) TERRACE (24sm) - Full design of massing, facades, presentation drawings & Revit model. - OBC research: travel distance, egress & exit requirements. - Site analysis to comply to: the client’s desired program /efficiency rate - the city’s zoning by law requirements & guidelines: i.e. car parks - set backs - angular planes - sight triangles - entrance & cores - garbage rooms. - Space planning for suites layouts.
6000
2138
9862
2138
T/O ROOF
TERRACE (24sm)
TERRACE (24sm)
TERRACE (24sm)
TERRACE (24sm)
3000
3000
7500
B2
6000
6.50
3.50
MEZZANINE
0.00
LEVEL 1
WORK UNIT BELOW
3500
WORK UNIT BELOW
WORK UNIT BELOW
2150
3500
3500
900
MEZZANINE
6000
Date
1
18189
Feasibility Study
TERRACE (24sm)
3.50
6000
B1
A9
Applications: TERRACE (17sm)
6000
No.
0.00
LEVEL 1
DETAILED ELEVATION SCALE: 1 : 50
UNIT 10 210
A1
128.04 m² 1378 ft²
A2
A3
A4
A5
A6
293
1065
EQ
EQ
EQ
600
DETAILED ELEVATION
2 A4 00
A7
SCALE: 1 : 50
A8
A9
A10
A11
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B12
1 A4 00
B13
142186 61500 9.40
T/O PYLON
6.50
T/O ROOF
3.50
MEZZANINE
0.00
LEVEL 1
6750
6000
6000
6000
8686
6000
6000
6000
6000
6000
6750
72000
8686
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
1
3000 3500
9400
A4 00
EQ EQ EQ EQ
UNIT 5 215
109.46 m² 1178 ft²
109.46 m² 1178 ft²
109.46 m² 1178 ft²
109.46 m² 1178 ft² 9.40
T/O PYLON
6.50
T/O ROOF
3.50
MEZZANINE
0.00
LEVEL 1
H
G 1891570
F 2400
E
D
4905
UNIT 6 216
UNIT 7 217
109.46 m² 1178 ft²
109.46 m²A 1178 ft²
C
6945
4080
B
1735
A
1800
BALCONY RAILING, TYP. B12
B11
B10
B9
B8
T/O ROOF
3.50
MEZZANINE
0.00
LEVEL 1
B7
B6
SCALE: 1 : 200
B
C
D
E
F
21635 1735
4080
6945
4905
3 A4 00
G H 109.46 m² 1178 ft² 2400
1570
UNIT 9 219
UNIT 10 220
109.46 m² 1178 ft²
109.46 m² 1178 ft²
3500
3000
9400
6.50
UNIT 8 218
SCALE: 1 : 200
EAST ELEVATION
5 A4 00
SCALE: 1 : 200
4 A4 00
. . PROJECT NORTH
B5
B4
B3
B2
B1
A11
A10
A9
A8
A7
A6
A5
A4
A3
A2
A1
.
TRUE NORTH
SEAL
Project:
743 WARDEN - BLOCK 21-22
142186
B2
6000
T/O PYLON
6.50
T/O ROOF
3.50
MEZZANINE
0.00
LEVEL 1
2900
9.40
6000
B3
6000
6000
6000
6000
B4 6000
6000
6000
B5
6000
6000
6000
8686
B6 6750
6000
6000
6000
B7
6000
6000
6000
B8
6000
6000
B9
6750
THE GOLDMAN GROUP
B10
743 WARDEN AVENUE TORONTO
ONTARIO
Drawing Title:
3000
B1
9400
FILE NAME: C:\Users\kbell\Documents\17 130_743 Warden_Block 21-22_kbell.rvt
ELEVATIONS OPTION 1
2 A4 00 3500
A11
WARDEN AVE ELEVATION
BALCONY RAILING, TYP. B13
T/O PYLON
3500
250
9.40
CLEANSIDE ELEVATION
2900
UNIT 4 214
3000
UNIT 3 213
2900
113.19 m² 1218 ft²
UNIT 2 212
9400
UNIT 1 211
PERSPECTIVE 2 SCALE:
2 A1 01
PERSPECTIVE 2 SCALE:
2 A1 01
Drawn By:
DRW
Date Plotted:
Checked By:
CHK
1
Project No.
NORTH ELEVATION
6 A4 00
17 130
Scale:
PERSPECTIVE 1
2017-11-14 9:49:01 AM
SCALE: 1 : 200
A0
PERSPECTIVE 1
SCALE: A1 01 Second Level / Living space As indicated Drawing No.:
SCALE:
A4 00
1 A1 01
MIXED USE
KOHN ARCHITECTS 07
ELLESMERE AVENUE WORK/ LIVE UNITS Toronto
2018
Plot Area:
6500 sqm
Role: Full design & presentation / Intern Architect Applications:
Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
Feasibility Study
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED. DO NOT SCALE DRAWINGS.
CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS O PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO T ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES H JURISDICTION PERTAINING TO THIS APPLICATION.
Responsibilities: - Full design of massing, facades & preparation of presentation drawings using Revit. - OBC analysis: travel distance, egress & exit requirements. - Site analysis to comply to: the client’s desired program/efficiency rates and the city’s zoning law requirements. - Space planning for suites layouts.
17
16
15
14
13
12
THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHIT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AN FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOV OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEA LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT.
NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE COPYRIGHT 2005 KOHN ARCHITECTS INC.
COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTR OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATIO CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHO PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC.
ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURN REQUEST.
ISSUE DATES AND DISTRIBUTION LOG
11
10
9
8
7
6
5
4
3
2
No.
Date
Note
1
17.10.30
ISSUED FOR REVIEW
1
98050
0.00
LEVEL 1
1002
LEVEL 2
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
4500
3210
2790
3.40
5570
LEVEL 3 11072
ROOF
6.61
6000
PERSPECTIVE 2
SCALE: 3400
9.40
6000
1672
14050
Street Elevation
LIVING/DINING
A
B
189 2250
21250
E
KITCHEN
2250 137
4 A4 00
25' - 8"
11' - 7" T/O ROOF
6.61
LEVEL 3
DEN3.40
LEVEL 2
0.00
LEVEL 1
C
B
A
26089 2200
9.82
LEVEL 2
LEVEL 2
3339
18300
150 2250
2250
21250
2250 189
6610
3210
19' - 5"
BEDROOM 2
KEY PLAN
3400
DN
KEY PLAN
3400
LEVEL 1
D
LIVING/DINING
DN 34' - 0"
1450
13' - 4"
BEDROOM 1 9' - 0"
E
389 2200
3210 11270
LEVEL 2
0.00
2938
3210
LEVEL 2 LEVEL 3 6.61 LEVEL 2
D
18300
15' - 11"
9.82
3.40
C 26089
2250
23' - 8" T/O ROOF
SCALE: 1 : 200
UP
KITCHEN
EAST ELEVATION UP
DN
18' - 6"
18' - 6"
34' - 0"
13' - 4" DN
BEDROOM 2 9' - 2"
LEVEL LEVEL3 3
1
SOUTH ELEVATION
2
3 A4 00
SCALE: 1 : 200
DEN
SUITE TYPE 2B 3
4
5
6
7
SCALE: 1 : 200
LEVEL 3
9
10
2 A4 00
. . PROJECT NORTH
SUITE TYPE 2A
LEVEL 3
8
As indicated
NORTH ELEVATION
BEDROOM 1
TRUE NORTH
Project:
11
12
13
14
15 As indicated 16
17
1001 ELLESMERE AVE.
98239
1001 ELLESMERE AVE.
9.40
ROOF
1870
189
1001 ELLESMERE AVE.
6000
6000
6000
6000
6000
1001 ELLESMERE AVE. 1001 ELLESMERE AVE.
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
8050
189
THE GOLDMAN GROUP 1001 ELLESMERE AVE.
.
*8$5'5$,/ $1&+25(' 72 &$67 ,1 3/$&( :$//
$/80,1,80 6/$% &29(5
/$%
RESIDENTIAL %
& ) ' ( * + - .
/
0
$/80,1,80 6/$% &29(5
6/23(
7 2 6/$%
6/23(
1
$
STACKED TOWNHOUSES
Brampton
TERRACE LEVEL
%
& ) ' ( * + - .
/
KOHN ARCHITECTS 08
0
6/23(
1
TERRACE LEVEL
2019 9(17(' 0(7$/ 62)),7
$/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0
9(17(' 0(7$/ 62)),7 &217 ; 5,*,' ,168/$7,21
Plot Area: 27300 sqm ('*( 2) (,)6 :$// %(<21'
350 TYP.
205
No.
D07 1090
1683
44 962
CMD
UP
P30
1420
UP
1000 1000
1727 P34
4732
936
768
9(17(' 0(7$/ 62)),7
1000
P31
UP
3
UP
3
1 A5-012
C,F D,E,G,H,J,K
244.06
244.26
715
A7-010
B
243.86
L
244.16
M
243.96
N
243.76
T/O SLAB
A
5
B
C,F D,E,G,H,J,K
L
M
A7-010
N
$/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0 7(03(5(' */$66 *8$5'5$,/
CONT. 170X250 CONCRETE CURB
PODIUM LEVEL
243.99
243.86
244.06
244.26
244.16
243.96
243.76
PODIUM LEVEL
723 02817(' 72 &21& 6/$%
%
& ) ' ( * + - .
LEVEL P1 VARIAS
T/O SLAB
/
0
3
LANDSCAPE RETAINING
T/O SLAB
A
CONT. 170X150 CONCRETE CURB
243.99
$
SA SA
3
3
%
& ) ' ( * + - .
/
SA
SA
W14
3
W16
W14
1
1
B
243.86
C,F D,E,G,H,J,K
244.06
244.26
L
244.16
M
243.96
N
243.76
W16
1
W15
1
1
3 A5-012
SA
6/
LEVEL 2 W13
SIM.
1
SIM.
50
UP
W11
1
C Cx
3
UP
CONT. 170X250 CONCRETE CURB
PODIUM LEVEL
305
1325
1665
50
DN
2525
525
525
3000 HEATED PLENUM
205
HEATED PLENUM
Section Details LEVEL P1 VARIAS
T/O SLAB
305 305
UNDERGROUND PARKING
2
1
3
3
W12
205
TYPICAL SECTION THROUGH WINDOW
CMD SA
1
SA
3
2990
1270 DN
1680
2525
525
525
3000 4320
6090
.
1680
3000
3100
. .
DN 1195
2600
1680
1 A5-011
2 A5-011
3 A5-011
T/O SLAB
0
3365
3210
3
2B 92.32 m² 994 ft²
SA
3462
246.97
2 A5-012
UP
995
247.17
WALKWAY
3850 LEVEL P1 VARIAS
247.37
CMD
UP
300
247.47
Wall Sections 1
LEVEL 3 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ TYPICAL SECTION THROUGH BALCONY WINDOW PP ,168/$7(' */$66
2750 MIN. CEILING HEIGHT
3210 247.27
ME:C:\Users\ahabib\Documents\15 131_Heart Lake Residential_40_ahabib.rvt
3850
HEATED PLENUM
%
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND DOOR SCHEDULE
PAVERS REFER TO LANDSCAPE DWG
9
T/O SLAB
A
247.07
2A 86.58 m² 932 ft²
7 2 6/$%
UP
1499
2190
15
LANDSCAPE RETAINING
247.20
UP
92.32 m² 994 ft²
SA
MAIN LEVEL
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
2780
1580
WALKWAY
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
RETAINING WALL REFER TO STRUCTURE
243.99
3210
2350
VENTED METAL SOFFIT
N
246.97
M
1680
1680
3 A5-010
2475
2 A5-010
525
525
4320
2525
DN
50
7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% 3000
6000
1680
1680
6000
SEAL
9(17(' 0(7$/ 62)),7
1320DN
1680
3000
4320
6000
DN 1195
2600
1 A5-010
1665
1325
305
205
305
205
3000
4320
3100
6000
6090
2990
305
PROJECT NORTH
36790
Project:
HEART LAKE RESIDENTIAL 1
1X
VANDYK GROUP
TYPICAL SECTION AT EIFS WALL
HEART LAKE ROAD BRAMPTON
ONTARIO
Drawing Title:
WALL SECTIONS Drawn By:
Author
Checked By:
Project No.
Checker
15-131
Date Plotted:
2019-04-18 11:47:48 AM
1
Scale:
247.17
L
,*+7
247.37
C,F D,E,G,H,J,K
0,1 &(,/,1* +(,*+7
247.47
B
UP
2B CMD
1 TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
T/O SLAB
A
3210
247.27
3
7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$%
3850
247.07
1.5% SLOPE
2750 MIN. CEILING HEIGHT
247.20
$
575
7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ 0 1 PP ,168/$7(' */$66 LEVEL 2 6(( (/(9$7,216 $1' :,1'2: 6&+('8/(
6 A7-010
MAIN LEVEL
2200
/
N
B
1495
3
UP
UP
900
246.97
M
1595
247.17
L
197
3
715
247.37
C,F D,E,G,H,J,K
247.47
ALUMINIUM SLAB COVER
B
rs\lksebati\Documents\15 131_Heart Lake Residential_40_lksebati.rvt
247.27
A
1.5% SLOPE
3210
& ) ' ( * + - .
247.07
T/O SLAB
MAIN LEVEL
VENTED METAL SOFFIT
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
ALUMINIUM SLAB COVER
3210
N
30
M
300
1 A4-110 1356
3
870
L
120
247.20
C,F D,E,G,H,J,K
3210
%
B
900
T/O SLAB
A
2750 MIN. CEILING HEIGHT
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
/$%
2750 MIN. CEILING HEIGHT
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
3210
2955
2750 MIN. CEILING HEIGHT
7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$% ('*( 2) (,)6 :$// %(<21'
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
197
UP
3
VENTED METAL SOFFIT
300
1
8306
UP
P30
P30
1401
300
2B
92.32 m² 994 ft²
3365
P31
P31
697
P34
1515
TERRACE LEVEL SA
CMD
UP
3446
SA
1000
DR
4
UP
P31
D110A
3
1401
CA
P30
17228
3640
P30
1495
1201
SA
1703
SM
CMD
D1
P30
P30 P30
3
990
3
D1
1249
693
SA
6/23(
979 1195
P31
1
LEGEND
A
SA
SA
P31
Ax
2467
3592
2A
86.58 m² 932 ft²
2955
P30
W12
SIM.
3365
P30
D07
3
ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM
Note
3
W14
VENTED METAL SOFFIT ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM
Date
1495
1000
0 3
D05
3963
1000
/
SA
1145
P31
&217 ; 5,*,' ,168/$7,21
1.5% SLOPE
1
SIM.
1495
LEVEL 2
305
3365
N
250.19
1325
8322
M
250.39
1665
2467
L
250.58
50
DN
300
250.68
2525
300
C,F D,E,G,H,J,K
250.48
525
181
255
B
250.28
525
181
250.41
1401
P30
1778
2380 575
T/O SLAB
A
LEVEL 2
1703
1412
P30
990
P30
4
3210
575
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
A7-010
N
250.19
255 30
M
250.39
2475
9(17(' 0(7$/ 62)),7
4
L
250.58
693
& ) ' ( * + - .
3
D1
250.68
SA
CMD
1
540 TYP.
SA 1210
2B 92.29 m² 993 ft²
%
P30
P30
4
C,F D,E,G,H,J,K
250.48
P31
4880
$
3
211D 1
1.5% SLOPE
996
LEVEL 3
1320 DN
W16
3976
3
943
N
253.39
UP
7
B
250.28
ALL DRAWINGS ARE THE PROPERTY OF T REQUEST.
$/80,1,80 6/$% &29(5
D1
2750 MIN. CEILING HEIGHT
7 2 6/$%
P30
2
M
253.59
1680
TYPICAL 2A UNIT DIMENSIONS 1
1
T/O SLAB
A
COPYRIGHT OF THIS DRAWING AND THE D ARCHITECT. THE DRAWINGS AND ALL ASS OF SERVICE BY KOHN ARCHITECTS INC. T CONTAINED THEREIN MAY NOT BE REPRO PRIOR WRITTEN PERMISSION OF THE KOH
205
3000
D1
150 TYP.
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
250.41
305
D05
4
L
253.79
1680
W15
9
2380
W13
3
VENTED METAL SOFFIT
$/80,1,80 /289(56 ,1 :,1'2: :$// 6<67(0
1.5% SLOPE
LEVEL 2
W15
P30
350 TYP.
253.89
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
ALUMINIUM SLAB COVER
W13
D1
C,F D,E,G,H,J,K
253.69
1320 DN
W11
D07
B
253.49
2475
1
D0
N
250.19
253.62
525
1
7
M
250.39
6/23(
1090
A
LEVEL 3
525
1
D1
L
250.58
T/O SLAB
N
253.39
2990
UP
1
4
250.68
1
D1
C,F D,E,G,H,J,K
250.48
3
1145
M
253.59
2475
D1
L
253.79
1320 DN
Note
581
253.89
1680
1
B
250.28
Date
D1
T/O SLAB
A
1680
9
11 A7-010
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
250.41
No.
2932
C,F D,E,G,H,J,K
253.69
COPYRIGHT 2005 KOHN ARCHITECTS INC.
305
3100 3000
2 A4-110 UP
4612
B
253.49
4320
ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST.
EDGE OF EIFS WALL BEYOND
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
1320 DN
COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC.
700
T/O SLAB
A
ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM
EDGE OF EIFS WALL BEYOND
2475
D0
ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM
525
COPYRIGHT 2005 KOHN ARCHITECTS INC.
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
TERRACE LEVEL 7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ PP ,168/$7(' */$66 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( 9(17(' 0(7$/ 62)),7 253.62
6090
1680
3000
1755
2380
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
1.5% SLOPE
VENTED METAL SOFFIT
1680
4
3210
2750 MIN. CEILING HEIGHT
2385
ALUMINIUM SLAB COVER LEVEL 3
1
525
NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE.
1368
N
253.39
0
2525
DN
TYPICAL 2B UNIT DIMENSIONS ISSUE DATES AND DISTRIBUTION LOG
D05
M
253.59
540 TYP.
50
SA
575
L
253.79
TERRACE LEVEL
1665
413
253.89
150 TYP.
1.5% SLOPE
N
256.60
1325
1000
C,F D,E,G,H,J,K
253.69
M
256.80
3210
B
253.49
L
257.00
CONT. 75X650 RIGID INSULATION
225 30
T/O SLAB
A
/
15
253.62
TEMPERED GLASS GUARDRAIL TOP MOUNTED TO CONC. SLAB
257.10
6/23(
255
& ) ' ( * + - .
C,F D,E,G,H,J,K
256.90
EDGE OF EIFS WALL BEYOND
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
555
%
B
256.70
VENTED METAL SOFFIT
$/80,1,80 6/$% &29(5 ('*( 2) (,)6 :$// %(<21'
EDGE OF EIFS WALL BEYOND
LOCATIONS OF EXPOSED MECHANICAL O FIXTURES ARE INDICATED ON ARCHITECT OVER THE MECHANICAL AND ELECTRICAL LOCATED, TO BE LOCATED AS DIRECTED
232
A
256.83
CONT. 75X650 RIGID INSULATION
CONT. 75X650 RIGID INSULATION
THERMALLY BROKEN ALUMINUM FRAMES WITH 25mm INSULATED GLASS SEE ELEVATIONS AND WINDOW SCHEDULE
THE ARCHITECT BEARS NO RESPONSIBILI DOCUMENTS BY THE CONTRACTOR. UPON WILL PROVIDE WRITTEN OR GRAPHIC CLA INFORMATION REGARDING THE INTENT O
7X
923
VENTED METAL SOFFIT
3000
2
1.5% SLOPE
TERRACE LEVEL
ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM
CONTRACTOR SHALL VERIFY AND CHECK PRIOR TO STARTING ANY OF THE WORK A ARCHITECT AND CONSULTANTS BEFORE CONFORM TO ALL APPLICABLE CODES AN JURISDICTION PERTAINING TO THIS APPL
7
NO INVESTIGATION HAS BEEN UNDERTAK REGARDS TO THE ENVIRONMENTAL COND
D1
N
256.60
6/
LEVEL 3
6000
4320
3116
M
256.80
ALL DIMENSIONS ARE GIVEN IN MILLIMETR DO NOT SCALE DRAWINGS.
6
6000 4320
3000
D05
L
257.00
1680
9
257.10
3000
1680
D0
C,F D,E,G,H,J,K
256.90
5
6000
4320
D05
B
256.70
VENTED METAL SOFFIT ALUMINIUM LOUVERS IN WINDOW WALL SYSTEM
4
6000 3100
2558
A
256.83
TERRACE LEVEL
305
0,1 &(,/,1* +(,*+7
1.5% SLOPE
N
256.60
THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.
2750 MIN. CEILING HEIGHT
M
256.80
Kohn Partnership Architec 116 Spadina Avenue, Suite 5 Tel 416.703.6700 www.kohna
1
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT.
2% SLOPE
2750 MIN. CEILING HEIGHT
L
257.00
0
ISSUE DATES AND DISTRIBUTIO
205
255
257.10
/
DO NOT SCALE DRAWINGS.
T/O SLAB
3210
C,F D,E,G,H,J,K
256.90
& ) ' ( * + - .
3
6090
CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION.
EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
ALUMINIUM SLAB COVER
2% SLOPE
B
256.70
%
36790 305 Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 205 305 2990 Tel 416.703.6700 www.kohnarchitects.com
A7-010
ALUMINIUM SLAB COVER
T/O SLAB
2
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED.
TEMPERED GLASS GUARDRAIL ANCHORED TO CAST IN PLACE WALL
2% SLOPE
1
1X
4
3210
A
256.83
3210
7(03(5(' */$66 *8$5'5$,/ $1&+25(' $/80,1,80 /289(56 ,1 72 &$67 ,1 3/$&( :$// :,1'2: :$// 6<67(0
ALUMINIUM SLAB COVER
7 2 6/$%
$
TEMPERED GLASS GUARDRAIL ANCHORED TO CAST IN PLACE WALL
T/O SLAB
%
7(03(5(' */$66 *8$5'5$,/ 723 02817(' 72 &21& 6/$%
1100
3210
1096
0
255
/
3210
& ) ' ( * + - .
2750 MIN. CEILING HEIGHT
%
2750 MIN. CEILING HEIGHT
/$%
- Draft plans and wall sections for 60% and 90% building permit architecture set. - Assist in drawings coordination with mechanical consultants to identify bulkheads locations, louvers, 7(03(5(' */$66 *8$5'5$,/ plumbing walls and furring walls. 723 02817(' 72 &21& 6/$% - Assist in coordination with structural engineers to identify locations of columns, foundation walls & sheer walls. - Draw assemblies of walls, floors, roofs & ceilings 1 in schedules and tag each element in plans and LEVEL 3 sections accordingly. - Identify drainage $ system components: roof slopes, roof drains, building scuppers & canopy scuppers.
Applications: Building permit
7+(50$//< %52.(1 $/80,180 )5$0(6 :,7+ PP ,168/$7(' */$66 6(( (/(9$7,216 $1' :,1'2: 6&+('8/( Responsibilities:
0,1 &(,/,1* +(,*+7
Role: Intern Architect assisting Project Manager
1 : 25 Drawing No.:
TRUE NORT
Project:
2
3
7 2 6/$%
$
Main Level & ) ' ( * + - . 4
%
5
6
7
7X
HEART LAKE VANDYK GROUP
/
0
1
HEART LAKE ROAD BRAMPTON
LEVEL 3
6/2 FLOOR PLAN Drawing Title:
(L)
Drawn By:
C
Author
C
Date Plotted:
2019-04-18 11:16:50
VM
VM
VM
VM
VM
VM
TG
TG
TG
TG
TG
TG
TG
3000
610
VM
VM
VM
VM
VM
VM
TG
TG
1524
TG
VM
2898
VM
TG/VM
1470
VM
VM VM
VM
TG
VM
VM
VM VM
VM
TG
TG
TG
TG
TG
TG
TG
TG
TG
TG
1484
WALL MOUNTED EXTERIOR LIGHT FIXTURE
COMMERCIAL
WALL MOUNTED CANTILEVERED BENCH
KOHN ARCHITECTS 09
WEST ELEVATION
SCALE: 1 : 100
CAR DEALERSHIP
AN
AM
AL
AK
AJ
AI
AH
AG
AF AE
AD
AC
AB
4 A4 00
AA
60689 224
4715
6375
3474
4
2018
140.82
A - T/O PORTAL
137.77
A - T/O HIGH PARA.
135.33
A - T/O LOW PARAPET
134.62
A - U/S CANOPY
133.15
A - MEZZANINE
130.15
A - LEVEL 1
5480
11112
3
3058
3
2164
3
1
1188
4
5079
15220
2474
3
7
126
2 1
6
3049
3049
SIGNAGE PYLON, BEYOND 3049
Toronto
VM
TG
A - LEVEL 1
130.15
VM
VM
TG/VM
A - MEZZANINE
3048
A - U/S CANOPY
133.15
NOTE: DIAGRAM IS BASED ON AVIPROTEK CUSTOM PATTERN BIRD SAFE GLASS. PROJECT WILL USE AVIPROTEK GLASS OR SIMILAR PRODUCT AND PATTERN (REFER TO ELEVATION FOR PATTERN LOCATION)
2898
A - T/O LOW PARAPET
134.62
1066
135.33
711
50
7619
50 CUSTOM ETCHED PATTERN: 5mm DOTS ON 50mm (2") CENTERS
1470
7619
711
4619
10668
2437
ENTRY PORTAL
TG/FG
TG/FG
TG/FG
SP
SP
SP
SHE NUMB
SP
40-Constr Construct A0-0 A0-0 A0-0 A0-0 A0-3 A0-3 A0-3 A0-3 A0-3 A0-3 A1-0 A1-0 A2-0 A2-0 A2-0 A2-0 A4-0 A4-0 A4-1 A4-1 A5-0 A5-0 A5-0 A5-1 A6-0 A6-0 A6-0 A6-1 A6-1 A6-1 A6-2 A7-0 A7-0 A7-0 A7-0 A7-0 A7-1 A7-1 A7-1 A7-1 A7-1 A7-3 A7-3 A9-0 A9-0
VM SP
AE AF
AG
AH
23995
AI
AJ
AK
AL
1 A4 01
Car Dealership First Level EXTENSION OF CANOPY
BRANDING WALL
AM
FR NLT NRT SS WW PC OW
3049
3049
3049
610
2437 4619
1524
1524
10668
711
7619
1470
1524
3000
3000
1524
3049 3049 3049
VM
VM
VM
VM
VM
TG
TG
TG
0.5
6 13
0.6
0 13
UP
KB
Date Plotted:
2018-07-11 5:51:08 PM
0.6 13
13
0.5
7 5 0.4 0.5 13
6 13
4
0.4
0 13
0.4
TG
TG TG
TG
TG
16-109 Scale:
1 : 100
LOW SEATING WALL
Drawing No.:
A2 00
0.5
SHE NUMB
6.5%
9.6
2
9.7
130.00
0.3
6.7
130.12
130.00
13
13
6.6
SCALE: 1 : 100
2. 4%
5.60 m
6.6
13
0.4
53.03 m 13
2
1.8%
129.94
129.90
0.0
7 13
UP 130.36
13
0.2
6
0.0
3
130
0.29 m
0.3
2
0.3
130.02 0.0
OIL TANK
130.02
130.05
3. METAL PANEL WALL (GREY)
4. PREFINISHED ALUMINIUM WINDOW FRAMES (ANNODIZED)
13
6.6
85 54 75 214
COMMER
5. CHROME SIGNAGE
CIAL
4
4 2 2 8
(2) (ii)(vii)
ELEVATION 1 2 3
STRE
ET
AE
AF
AG
4 2 2 8
137.77
REQUIRED
PROVIDED
8 8
8 4 12
8
1500
13
0.4
4
1
44
2
4
1
1
1
4
16
2
61
6
4 TYPE B
135.33
PREPARED BY: H PILLER CORPORATION LTD. SURVEYOR ANNA AKSAN 943 MOUNT PLEASANT ROAD TORONTO, ONTARIO T: (416) 488-1174 F: (416) 488-7843
13
1.0%
0.0
EX. 2 STOREY BUILDING
T
A - T/O HIGH PARA.
T
SHOWROOM
130.5 0
EXISTING LOADING SPACE TO REMAIN
T
PORTION OF EXISTING MASONRY SCREEN WALL TO BE REMOVED. PATCH AND BLEND 2.10 m INTO EX. ASPHALT.
CSW
130.3 0
A - T/O HIGH PARA.
0.2
VM
4
4 0.1 13
1
2437
SHOWROOM
VM
VM
130.17 13
0.2
2
A11
13
0.2
A - MEZZANINE
2.70
A - U/S PORTAL STEEL
VM
VM
TG
TG
TG
TG
8 0.1 13
VM
VM
TG TG
TG
A - LEVEL 1
TG
SCALE: 1 : 50 GYRO DEALERSHIPS
TG
TG
TG
TG
ELEVATION DETAIL - SOUTH ELEVATION
3 A4 01
SEAL
GYRO GROUP
0
VM
VM
133.15
130.15
1
TORONTO
SCALE: 1 : 50
2 A4 01
TG
ON
Drawing Title:
9 7 0.1 0.0 13 13
PROPOSED DROP CURB AT EXTENDED DRIVEWAY
VM
. .
Project:
0.3 13
13
0.0
EXISTING SIDEWALK TO REMAIN AND BE EXTENDED TO PROVIDE 2.1m CLEARWAY
5
A12
0 0.1 13
130.15
SITE PLAN AND STATISTICS Drawn By:
KB A - LEVEL 1
SCALE: 1 : 200
1
ELEVATION DETAIL - A-A
Project No.
KB
16-109
SCALE: 1 : 50
A1 00 4
1
A13' TG TG
TG
TG
TG
A14
Scale:
As indicated Drawing No.:
1 A1 00
1
3 A4 01
A13
Checked By:
Date Plotted:
2018-07-11 5:48:29 PM
SITE PLAN
PASSAGEWAY
8
CLEAR GLASS W/ VM mm DOTS ON 50
CLEAR TEMPERED CLEAR GLASS W/ TG
SPANDREL PANEL
TN
FROSTED GLASS
FG
A - U/S CANOPY
VM
A - MEZZANINE
139 LAIRD DRIVE UP
2 0.1 13
A - U/S CANOPY
A - U/S PORTAL STEEL
EXISTING
HYDRO VAULT TO REMAIN
A - T/O LOW PARAPET
A - T/O LOW PARAPET
. TRUE - A-A ELEVATIONPROJECT DETAIL NORTH NORTH
130.35 130.3 9
130.5 4
LS
8
0.2
EX. DROPPED CURB
A9 A10
URBAN ENTRANCES, TYP. AS PER CITY OF TORONTO STANDARD T-350.01
A - T/O HIGH PARA.
VM135.33 134.62
2.70
EX.MH
SMOOTH CONCR
SP
133.15
BUILDING PERMIT ISSUANCE SHALL SUBJECT TO THE BUILDING PERMIT DRAWINGS NOT BEING IN CONTRAVENTION WITH THESE PLANS AND DRAWINGS INCLUDING, BUT NOT LIMITED TO, THE EXTERIOR DESIGN OF THE BUILDING AND EXTERIOR BUILDING MATERIALS.
SPANDREL PANEL
8
FG
ALL FIRE ACCESS ROUTES NOTED ON THE SITE WILL BE SURFACED IN HEAVY DUTY ASPHALT AND SURFACED TO BE ACCESSIBLE UNDER ALL CLIMATE CONDITIONS. PASSAGEWAY
130. 45
EX.MH HEAVY DUTY ASPHALT ON DRIVE AISLE, TYP. 13
130.20T 130.4 5 130.4 4
7.20 m
130.4 7
ALL FIRE ACCESS ROUTES AS PER TORONTO BYLAW, CHAPTER 880 HAVE BEEN PROVIDED.
TOP OF ROOF=139.2
7
CHROME SIGNAG
7
TN
NOTE:
LOW SEATING WALL
METAL CAP FLASH
6
SP
1500
T
10
ANNODIZED ALUM 85% 6 MIN. BIRD FR
TG
8
2.2
CB
EX.MH
13
130.35
7 0.1 13130.17
130.20
4.04 m
130.30
CSW
130.45
LS
PAINTED LINES
ON ASPHALT SURFACE, TYP.130.37
130.6 6
1 0.1 13
DIRECTIONAL SIGNAGE EXISTING HIGH ALBEDO PERMEABLE PAVERS TO REMAIN 8
4
GLAZING LEGEND
1220
4 TYPE B
METAL PANEL WA 5
VM
711
TOTAL:
134.62
0 0.1 13
136 .76
INDUSTRIAL STREET
Site Plan
2 TYPE B 1 TYPE B 1 TYPE B
REGISTERED PLAN 2120 & PART OF BLOCK A REGISTERED PLAN 2574 CITY OF TORONTO
130 .08
3.91 m
0.2 13
0.2
PROVIDED
2 TYPE B 1 TYPE B 1 TYPE B
ACM PANELS - DA
3
GLAZING L
6
3962
130.19
130.34
1.0%
130.3 5
5
EXISTING SIDEWALK TO 9 REMAIN 13
REQUIRED
MAZDA: EXISTING HYUNDAI: RECONDITIONING CENTRE:
ACM PANELS - LIG
2
5
4
4
1
KEY PLAN
66 52 95 213
LOADING SPACES:
SURVEY INFORMATION:
SUBJECT TO EASEMENT
130.66
RE-ISSU
ELEVATION MATERIAL LEGEN
STRIAL
LOADING RATES BASED ON ZONING BY-LAW 141-2012 GFA BETWEEN 500sm to 2300sm = 1 SPACE GFA > 2300sm = 2 SPACES
TOP OF ROOF=136.8
CONTRACTOR TO ENSURE PRECISE HIGHPOINT OF MINIMUM OF 130.25.
ELEVATION DIRECTIONAL SIGNAGE 6.7
OPEN AIR SHOWROOM
130.6 9
Note
18.07.13
AG
A11
137.77
MAZDA: EXISTING HYUNDAI: RECONDITIONING CENTRE TOTAL:
AF
93 57 158 308
TOTAL PARKING LESS TANDEM: MAZDA EXISTING HYUNDAI RECONDITIONING CENTRE TOTAL PARKING LESS TANDEM SPACES
PER 141-2012 EXISTING: PROPOSED: TOTAL:
130.20
OH
Date
1
6. SPANDREL PANELS
SITE
INDU
PROVIDED
27 5 63 95
BICYCLE PARKING
8
TOP OF ROOF=136.6
No.
SCALE: 1 : 1
AE
ROAD
BARRIER FREE SPACES: CB
1.0% 4
EX. 1 STOREY BUILDING
35 130.25 130.
13
RE-ISSUED FOR SPA
129.97
130.07
13
LS
130.3
137.77
ENTRANCE TO PARKING LEVELS
13
129.97
EX.MH2
5 3 0.3 0.4 13
0.0
3
1.50 m
13.00 m
OH
0
ISSUED FOR SPA
3962
EX.CB
130.4 9
8
REQUIRED
MAZDA EXISTING HYUNDAI RECONDITIONING CENTRE TOTAL SPACES:
CSW
136 .74
9
5.60 m 130.75OH
2. ALUMINUM COMPOSITE PANELS (DARK GREY)
ISSUED FOR COORDINATION ISSUED FOR COORDINATION
18.01.30 18.07.13
297
3.0%
% 1.4
130.0 6
5.60 m
9
130.7 5
00
ISSUE DATES AND DISTRIBUTIO
SAMPLE MATERIALS MAZDA
TYP. STALL DIMENSION 2.6m x 5.6m 2.6m x 5.6m PARALLEL STALL DIMENSION 2.6m x 6.7m 2.6m x 6.7m ACCESSIBLE STALL DIMENSION3.9m x 5.6m 3.9m x 5.6m DRIVE AISLE WIDTH 6m 6m
FR
6.00 m
OH
Note
18.01.18
3 4
GFA (For parking and loading calculation. Note: excludes Mechanical Room, Garbage Room, Vertical Circulation, Parking Garage etc.) Mazda 2,244.3sm Hyundai 1,455.2 sm Reconditiong Centre 2,168.1 sm PARKING SPACES:
OH
130.10
8
OH
2
1220
13
14
OH
130.74
SP
AREA (%)
PLAN SURVEY LOTS 632-641
1.0%
130.17
%
6.6
51%
PROPOSED HYUNDAI & PROPOSED MAZDA PARKING RATES BASED ON ZONING BY-LAW 141-2012: 3.5/100sm of automotive trade 3.5/100sm of motor vehicle repair shop 5 TANDEM
RIGHT OF WAY (SUBJECT TO EASEMENT)
GROUND FLOOR
FH
E4
ALL DRAWINGS ARE THE PROPERTY OF T REQUEST.
1470
VEHICLE DELIVERY TO BE ACCOMODATED 130.25 AT PROPOSED HP LOADING LOCATIONS
130.25
HP
OIL INTERCEPTOR 130.7 4
0
2.2%
2. 9%
PAINTED LINES ON ASPHALT SURFACE, TYP.
5
1.7
13
6%
6,524.5 sm
PARKING SPACE RATES:
11
LS
767.6 sm
2703
6.6
1.4 %
1.0%
AREA OF EXISTING HIGH ALBEDO PERMEABLE PAVERS
Date 1. ALUMINUM COMPOSITE No. PANELS 1 17.11.29 GREY)
AREA (sm)
LANDSCAPE AREA: PAVED AREA:
711
13
% 1.6
130.2 0
0.973
(LOGHT 4 STOREYS 15.8m
SITE INFORMATION
1470
2
130.25
PROPOSED PARKING (SOUTH LOT) 57 SPOTS, 5 TANDEM)
BF
0.0
13
MH
18.07.
COPYRIGHT 2005 KOHN ARCHITECTS INC. SP
297
6.6
13
130.25
E UT
0
13
LOADING SPACE FOR BUILDING C 3.5m x 11m
1.0%
Date
1
SP NO INVESTIGATION HAS BEEN UNDERTAK REGARDS TO THE ENVIRONMENTAL COND
SCALE: 1 : 1
ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST.
No.
1 A4 00
THE ARCHITECT BEARS NO RESPONSIBIL E2 DOCUMENTS BY THE CONTRACTOR. UPO WILL PROVIDE WRITTEN OR GRAPHICE3 CLA INFORMATION REGARDING THE INTENT O
COPYRIGHT OF THIS DRAWING AND THE D ARCHITECT. THE DRAWINGS AND ALL ASS OF SERVICE BY KOHN ARCHITECTS INC. T CONTAINED THEREIN MAY NOT BE REPRO PRIOR WRITTEN PERMISSION OF THE KOH
SAMPLE MATERIALS MAZDA
COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC.
43%
E0
CONTRACTOR SHALL VERIFY AND CHECK E0A PRIOR TO STARTING ANY OF THE WORK ARCHITECT AND CONSULTANTS BEFORE E1 CONFORM TO ALL APPLICABLE CODES AN JURISDICTION PERTAINING TO THIS APPL E2
LOCATIONS OF EXPOSED MECHANICAL O FIXTURES ARE INDICATED ON ARCHITECT OVER THE MECHANICAL AND ELECTRICAL LOCATED, TO BE LOCATED AS DIRECTED
LOADING SPACE RATES: E RO
6.6
2
PROPOSED BUILDING INFORMATION:
HEIGHT(PROPOSED):
130.10
OH
8
129.97
129.89
ASPHALT SURFACE, TYP.
HEAVY DUTY ASPHALT ON DRIVE AISLE, TYP.
FIR 6.00 m 6.3
HP
9.9
1.0%
3.8 %
130.05
13
13 136 .63
129.98 12
9
129.92
00
47
130.2 7
NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE. COPYRIGHT 2005 KOHN ARCHITECTS INC.
RAMP TO PARKING LEVELS
8
129.81
ON 2.6%
R 120
130.25
4
2.60 m TYP.
BF
OH
0.4
SOUTH ELEVATION
SPRINKLER CONSULTANT:
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT.
No. OF STOREYS (PROPOSED):
0.39 m
129.85
130.00
129.97 129.92 6.6
14
3.90 m TYP.
BRANDING WALL
13
AUTODEALERSHIP CONSULTANT
CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION.
COVERAGE: BUILDING COVERAGE: 5,474.8sm Mazda Ground Floor Area 2,140.8 sm Ex. Hyundai Ground Floor Area 1,234.4sm Recond./Garage Floor Area 2,099.6sm
FFE 130.15
129.78
CSW 13
ISSUE DATES
STRUCTURAL CONSULTANT:
THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.
A12
129.75
6.00 m
1.50 m
7
ALL DRAWINGSMA REQUEST.
DO NOT SCALE DRAWINGS.
Kohn Partnership Architects Inc.
129
3.00 m
8169 TO OH LINE
12
2.9%
13
130.00
CSW
EXISTING SHORT
130.41 0.4
DO NOT SCALE D
ALL DIMENSIONS ARE GIVEN IN MILLIMET
CIVIL CONSULTANT:
0
158 PARKING SPACES IN GARAGE (63 TANDEM, 4 EV PARKING SPACES)
13
13
13
236
COPYRIGHT OF T ARCHITECT. THE OF SERVICE BYMK
4
7% 1.
CB
129.56
T
TERM BICYCLE PARKING SPACES EXISTING CURBS AND CSW TO REMAIN
3
4715
MKohn Partnership Architec CONTAINED THER PRIOR WRITTEN M-5P 116 Spadina Avenue, Suite MTel 416.703.6700 www.kohna
2703
129.91
T
T
HEAVY DUTY ASPHALT ON DRIVE AISLE, TYP.
1.0%
2
0.4
6375
TG
3
4
7% 1.
FFE 130.78
13
3474
16061 CONTRACTOR SH PRIOR TO STARTI ARCHITECT AND C CONFORM TO ALL JURISDICTIONS-1 PE S-2 THE ARCHITECT S-2B DOCUMENTS BY S-2T WILL PROVIDE W S-2 INFORMATION RE S-3 S-3 LOCATIONS OF E FIXTURES ARES-3 IN S-3 OVER THE MECHA LOCATED, TO S-3 BE S-4 NO INVESTIGATIO S-4 REGARDS TO THE S-4 S-5 COPYRIGHT 2005
South Elevation
TANDEM: MAZDA EXISTING HYUNDAI RECONDITIONING CENTRE TOTAL TANDEM SPACES
0
MH
130.5 5
8
5480
3
139 LAIRD DRIVE
1
WL
HP
8
13 129.76
EX FH
Project No.
2
2437
130.00
129.97
129.82 129.82
129.97 130.00
129.82
MH
6.6
EX.MH 130.56
13
9
1.87 m
5.9
129.68
INVENTORY PARKING
T 130.05
0.00 1.50 mm
130.11
130.20
130.26
14
130.20
HP
OH
6
VM
FSI
130.3 3
0.4
12
9.5
BC 129.83 9.3 TC 129.9412
75 5. 13
6.00 m
13
13
WL
HP
9
131.26
13
5
WL
3.1%
13
6.6
6
LOADING SPACE FOR BUILDING C 3.5m x 11m
130.15
130.10 130.05
1.0%
EX.CB 130.04 130.0
BF
1
ISSUE DATES AND DISTRIBUTION LOG
9.79 m
BF
EXISTING CURB TO BE REMOVED LINE OF EXISTING CANOPY ABOVE
130.47 1.1%
1
0.5
13.33 m TO CENTRELINE OF STREET
1.6 %
2.10 m CLEAR
2.2%
1.2%
130.00
129.80
41.60 m
46.35 m
129.76
129.82
T
13
1.4%
5.9
PAINTED LINES
FIRE ROUTE
UP
13
6
12
BUILDING C F 3.2.2.83 4 STOREY BUILDING 8,398.4 sm 90,367 sf
4
MH
LS
0
1.8%
LS
1.0%
EX.MH EXISTING EV CHARGING STATIONS TO REMAIN
130.62
EXISTING SIDEWALK TO REMAIN 13
9.4
RECONDITIONING CENTER AND OPEN AIR PARKING GARAGE
130.6 5
2
12
PROPOSED LUNCHROOM LOCATION
EX.MH
0.5
4.0%
129.46
39.59 m
WL
FFE 130.83
FH
13
WL 130.00
2.10 m CLEAR
1
5
6.5
FIRE ROUTE
0.9%
6.5
129.65
129.69
6.00 m
130.50
EV
ON 0.6
Checked By:
129.97 130.00
6.3
CB
T
130.42
130.33
FFE 130.65
800 SETBACK
0.7 13
5
129.97 130.00
130.00 130.00
29.52 m 6.25 m
4.0%
13
SEAL
130.7 0
13
0.6
13
136 .56
.
GYRO MAZDA LEVEL 1 FLOOR PLAN
2.0% 129.82
2
DOUBLE CHECK VALVE ASSEMBLY, REFER TO CIVIL
129.80
CO
T
HATCH DENOTES HIGH ALBEDO ASPHALT PAVING
EXISTING HIGH ALBEDO PAVERS TO BE REMOVED TO ACCOMMODATE NEW % SIDEWALK AND CURB 2.7 130.4 2
1.0%
1
DO NOT SCALE DRAWINGS.
9.5
2.0%
WATER METER CHAMBER, REFER TO CIVIL BACKFLOW PREVENTER, REFER TO CIVIL
129.85
MH
130.7 1
13
9 9.7 12 129.79
6
1.0%
LOADING 3.5m x 11m 130.00
129.90
129.81 5
MH
3.3%
T
PROPOSED NEW CSW & CURB
130.8 2
P=4 1.7 TO 13 EX
12
VESTIBULE
129.76
1.0%
130.10
130.07
130.00 129.95
3.90 m TYP.
129.97
129.82
130.00 129.97 130.12
129.97
6.7
% 1.0
2.98 m
HP
5.60 m
130.67
130.48
2703
A11
129.93
PROPOSED INFILTRATION TRENCH LOCATION, REFER TO CIVIL
CO
T
% 2.4
2
11112
6
GYRO GROUP VM
SITE STATISTICS ELECTRICAL CONSULTANT:
129.78
HEAVY DUTY ASPHALT ON DRIVE AISLE, TYP. 129.84
MH
129.76
129.76
130.8 4
TORONTO
2.0% 129.92
130.15
FIRE ALARM CONTROL PANEL ON VESTIBULE WALL SIAMESE CONNECTION
16.80 m
4 13
CSW
2.8
EV
130.7 2
130.7 0
130.6 9
AN
3962
2898
TG
129.74
129.72
T 6.00 m
CSW
130.25
BUILDING B E 2.2.2.60 EXISTING 2 STOREY BUILDING EXTENSION OF CANOPY 1,544.6sm 16,620 sf .
TRUE CSW NORTH UP
1
AM
VM
3048
VM
129.88
2.0% 130.00
130.03
OH
DIRECTIONAL SIGNAGE BOLLARD SERVICES ENTRY 0% INTO BUILDING. 3. REFER TO CIVIL PRINCIPLE ENTRANCE FOR FIRE FIGHTING 129.70 4.5% DIRECTIONAL CB SIGNAGE
5.0%
13
5.60 m TYP.
130.45
130.45
130.60
OH 130.65
IMMEDIATE SERVICE LANE
13
8
130.63
EXISTING SIGNAGE TO BE RELOCATED
130.65
4
CUSTOMER PARKING
CB
130.40
11.27 m
EXISTING LS TO BE REMOVED
SERVICE LANE OH
6.5
1.78 m
0
130.30
130.7 5
2
LS
2.5%
5.60 m TYP.
6.7
2.6%
13
1 1.0 13
CSW
130.83
9.7
T
1.2 %
5.60 m TYP. 2.60 m TYP.
130.00
130.23
EX. GYRO HYUNDAI
.
AL
1
12
14.06 m
38.05 m T
BF
3.90 m TYP.
130.7 4
AK
ALL DIMENSIONS
3058
AG
R 12000
0
R 500
130.00
1.06 m 1.83 m
13
129.90
OH
A13
T
129.88
1.0%
2.10 m1.64 m CLEAR
1.53 m
3.69 m
26.66 m 130.00
130.43 130.33
130.8 130.85 5
A - LEVEL 1
AJ
1220
2437 10668
4619 711 7619
297 1470 3000 2703
T
130.05 CSW
130.00
129.89
129.78
24.78 m
129.95
129.90
3.90 m TYP.
130.00
130.10
129.97
130.15
130.12 130.23
16.13 m
1.0%
DRIVE-IN SERVICE LANE
130.08 4.0%
130.35
130.33
130.20
130.18
1.50 m
130.28
CSW
5
2.0%
0.3
OH 10.79 m
HATCH DENOTES HIGH 10.79 m ALBEDO ASPHALT 3.0% PAVING
6.00 m
13
1.0%
CSW 129.96
BELL FO LINE
130.00
129.81
1.3%
OH
3700 SETBACK
2
3
Building No.:
OH
130.48
130.8 1
GROUP
LK
130.15
130.35
DROPPED CURB AT PEDESTRIAN CROSSING, TYP.
GYRO DEALERSHIPS
A
11
130.30 130.2 6 4 0.2 13
EXISTING CURB 1.2% TO BE REMOVED
130.3
130.6 4
Drawn By:
SCALE: 1 : 100
CUSTOMER PARKING
DIRECTIONAL SIGNAGE
130.23
130.2 4
129.86
2
T
EV 2.34 m
5 EXISTING CURB 130.3 TO REMAIN 9
A - U/S PORTAL 10.66 m STEEL
Drawing Title: 5
VM
VM
129.88
130.15
130.00
WL
HATCH DENOTES HIGH ALBEDO ASPHALT 129.84 PAVING
1.0%
WL
EV
9 0.1 13
1.0%
130.25 130.25
BELL FO LINE
1.0%
EXISTING CURB BE REMOVED TO 130.25
130.44
5
0.5
2
130.03
LOADING 3.5m x 11m
0.5
2.0 %
2437
130.17 130.15
EX. CB
130.29
130.5 0
130.20
14130.25
130.2 8
130.30130.2130.25 5 130.32
CSW
MH
130.3 3
A - MEZZANINE
EXISTING CABLE 139 LAIRD 130.5 DRIVE BOX 5
0.8
VM
VM
129.61
1
0.4
PROJECT NORTH
EXISTING GYRO HYUNDAI BUILDING TO REMAINProject:
13
VM
T
5
130.4 3
2
0.6 13
ASPHALT PAVING
130.12
130.2 2
MH
130.00
1.6%
1.78 m
8
130.65
130.28
7
13
EV
1.3%
2.5%
2. 7% 130.2 2
130.43
130.32 EX.
130.7 7
PROPOSED PROPERTY LINE
2 0.1 13
HATCH 130.2 9 DENOTES HIGH ALBEDO
INVENTORY
130.3 0
130.8 4
13
LAND TO BE DEDICATED TO GYRO THE CITY
2
EV
T
2.6% A - U/S CANOPY
130.21
0.4
3.00 m 3.1%
130.3 0
LS T
0.6% T PARAPET A - T/O LOW
130.3 9
9.9
OH
PROPOSED PARKING (NORTH LOT 60 SPOTS, 16 TANDEM)
BF
BF
1.0 %
6
UP
4
A13'
7
130.2 8
T
130.84
OPEN AIR SHOWROOM 0.6
VM
BF BF9.98
PROPOSED PARKING (WEST LOT 29 SPOTS, 7 TANDEM) 1.9%
1.0%
130.4 6
13
129.96 129.81
129.77
2.4%
T
1.50 m 2.30 m
0.3
0.0
129.92
T
CSW 130.52
13
6.6 130.15 13
%
129.86
129.95
13
129.92
130.37 MH
2.70
13
VM
129.88
129.81
24.00 m
WL 129.95
1.0
% 1.0
711
EX. CB
135.33
130.3 1
1 A2 00
9.83 m
130.15
3.18 m 130.05
130.08
27.45 m
130.15 3.34 m
5.96 m
1.0%
129.96
130.2 3
BUILDING A E 3.2.2.60 2 STOREY BUILDING 2,472.7 sm 26,606 sf
SERVICE
BF
129.90
HIGH ALBEDO PERMEABLE PAVERS (295sm)
4
AI
(ISSUED FOR TENDER)
VM
129.73
129.74
6.00 m
32.85 m TO HYDRANT
ROAD WIDENING EASEMENT
130.10
130.01 130.03
2.47 m 1.53 m
LEVEL 1 GARBAGE ROOM
WL
129.77
1.0%
130.00
130.15
GROUND FLOOR PLAN A0
1.0%
OPEN AIR SHOWROOM
A - T/O HIGH PARA. T
2.0% 2.0%
0.3
130.00
130.00
129.90
130.01
3.43 m
1
FIRE ROUTE NO LEFT TURN NO RIGHT TURN STOP SIGN WRONG WAY PEDESTRIAN CROSSING ONE WAY
36.87 m
OH 130.05 DEPRESSED CURB
130.15
1
12
130.00
130.17
12
8 0.1 13
2.0%
129.93
130.00
.51
FFE 130.15
129.71
0.2 13
2.0% 129.89
129.94
136
WL
5 0.1 13
137.77
6
12.20 m
4.4%
EXISTING CONCRETE SIDEWALK
6.5
36.87 m
.18
13
8 EXISTING SHORT TERM BICYCLE PARKING SPACES
TRAFFIC SIGNS
AN
4.0%
13
129.78
4
130.15
129.87
2 A4 00
236
3
1
129.69
129.81 129.85
3
437
LEVEL 1
FILE NAME:C:\Users\lksebati\Documents\16 109_Gyro Mazda_Phase 20_Site Model_lksebati.rvt
AD A-
2.0% 129.80
130.00
OH
130.83
31754
297 2703
1023
130.15
5
136 .63
130.10
130.02
LAIRD DRIVE
711
GUARD RAIL
1470
24529 500 2019
706
4 A5 00
9.9
9.7
130.07
130.00
130.14
EAST ELEVATION
A1
2276
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED.
129.66
12
FFE 130.15
CSW
2164
1
VM
TG
6 0.0
12196
AC 3 A4 01
12
0.6%
CSW
A2
3933
GYRO MAZDA
VM
13
AB
CONCRETE PEDESTRIAN WALK CONCRETE SIDEWALK CATCH BASIN TANDEM PARKING STACKED PARKING FIRE HYDRANT LIGHT STANDARD A14 TACTILE INDICATOR
0.0
CB
EXISTING TREE TO 133.15 REMAIN TYP. PROVIDE TREE PROTECTION BARRIER AS NEEDED130.19
ELECTRIC VEHICLE CHARGING STATION
GENERAL NOTATION CPW CSW CB T ST FH LS TWSI
2
24.46 m
2.0%
130.60
CANOPY ABOVE 24459
AA
FIRE ROUTE SIGNAGE
EV
SERVICE WRITERS
MAZDA LOGO MOUNTED ON BOTH SIDES OF CANOPY SUPPORT WALL
A14
FR
9.9
1470
1050 1200 110 45 cm 45 cm
2437
0.0
7
9.5 129.57
12
129.72 129.76
WL
130
164 150
11306 21495 5015
4867
2.70
A13'
ACCESSIBLE PARKING SIGNAGE
7 6 5 9.6 9.7 9.7 12 12 12
0.79 m 2.28 m
3.47 m
6
130.2 1 130.21 EX
VESTIBULE 106
UPLIGHTING 130.0 FIXTURES 0.13
TELUS COMMUNICATION
3799
150
2968 3822 3658 914
1169
6097 1500
13
0.4 13
LIGHT STANDARD (EXTERIOR POLE FIXTURE) WALL-MOUNTED DOWNLIGHT
9.8 12
9.7 12 EX MH 43.39 m TO FIRE HYDRANT
7
1 0.1 13
UP 2100 CLEAR
A13
LS
BF
9.6
0.51 m PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE
0
13
129.95
.12
15239 7672 5847 61270 5522 355
5
1
WL
9.9
130.17
130.00
A3
2161
PROPOSED SIDEWALK 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 AS PER CITY OF TYP. PANELS ON COMMERCIAL ROAD 1. ALUMINUM COMPOSITE 2. ALUMINUM COMPOSITE PANELS 3. WATERSHED METAL PANEL WALL (GREY) 4. PREFINISHED ALUMINIUM AUTOPLAN PLUS INC. 5. CHROME SIGNAGE 6. SPANDREL PANELS CONCRETE BARRIER URBAN GROUP KOHN PARTNERSHIP ARCHITECTS HUDSON ENGINEERING AJW ENGINEERING BRUMER ENGINEERING SERVICES LTD. DISANO SPRINKLER DESIGN LTD LOT AREA: 12,793.1 sm (3.35 acres) COMMERCIAL ROAD TORONTO STANDARD WALL Tel 416.703.6700 www.kohnarchitects.com T-350.01 (LOGHT GREY) GREY) FRAMES (ANNODIZED) LTD. 120 WEST BEAVER CREAK RD., UNIT (DARK 25 80 TIVERTON CT. SUITE 700 INC. 2901 STEELES AVENUE, UNIT 26 100 MATHESON WINDOW BLVD EAST, UNIT 201 4042 MAINWAY 118.46 m FRONTAGE: 126.8m (Laird Dr.) PROPOSED BOULEVARD AS PER TRANSFORMER CURB 121.9 (Commercial Rd.)AIRPORT RD. SUITE 304 RICHMONDDROPPED HILL. ONTARIO CITY MARKHAM, ONTARIO 15955 116 SPADINA AVENUE. SUITE 501 TORONTO, ONTARIO MISSISSAUGA, ONTARIO BURLINGTON, ONTARIO BOLLARD OF TORONTO 106.0 (Industrial St.) PROPOSED STANDARD T-350.01 ELEVATED CALEDON EAST, ONTARIO L4B 1L2 BOLLARD L3R 0G4 TORONTO. ONTARIO M3J 3A5 L4Z 2G7 L7M 4B9 CONCRETE PAD OH HYDRO GROSS FLOOR AREA AREA(sm) AREA (sf) OH HYDRO OH HYDRO L7C 1H9 M5V 2K6 EX.MH UP UP BUILDING A - MAZDA: 2,504.9sm (26,953sf) T: 905-771-7798 T: 905-477-4474 T: 416-663-5470 T: 905-840-0530 T: 905-331-8454 3.30 m BUILDING B - HYUNDAI: 1,544.6sm (16,620sf) R 500 MH BUILDING C - GARAGE: 8,398.4sm (90,367sf) HEAVY DUTY SIAMESE F: N/A 0 F: N/A T: 905-584-1458 T: 416-703-6700 17.00 m F: 416-661-6885 F: N/A F: 905-331-6263 1.44 m 0.20 m 1.28 m ASPHALT AT ALL CONNECTION 1.50 m DRIVE AISLES, TYP. TOTAL: 12,448.0sm (133,940sf) F: 416-703-6704 F: 905-584-1461 CSW BOLLARD PROPOSED PATIO AREA WL WL WL
GYRO MAZDA
5 0.1 13
13
A - U/S PORTAL STEEL
12
SHOWROOM
FIRE HYDRANT
A - MEZZANINE
1188
AE AF
URBAN ENTRANCES,
2
VESTIBULE
8
130.3 9
SIAMESE CONNECTION
133.15
5079
% 1.1
A13
AH
1
MECHANICAL CONSULTANT:
05
7750
CSW 2.0%
130.07
13
CATCH BASIN MANHOLE
12
9 130.00 0.1 13
5772 TO OH LINE
ACCESSIBLE CURB CUT CB
TG
TGTG
23.84 m
1.0%
3 2.0% 0.1 4 13 0.1 13
ENTRANCE TO RETAIL UNIT
MH
VM
130.
A12
A5 00 BARRIER FREE ENTRANCE (FOR FIRE FIGHTING ACCESS ROUTE)
VM
VM
129.90
3. SIGNS SHALL BE ERECTED ON A SIGN POST ANCHORED SECURELY TO THE GROUND OR A PLATFORM CAPABLE OF HOLDING THE SIGN ERECT DURING ALL WEATHER CONDITIONS. THE MAXIMUM HEIGHT OF SIGNS SHALL BE NO LESS THAN 2 m ABOVE THE WEARING SURFACE OF THE DESIGNATED FIRE ROUTE.
LEGEND
TG
4
VM
4.1%
A - U/S CANOPY
9.7
.39 130
134.62
12
3
2.3%
135.33
OPEN AIR SHOWROOM
9.7
2.9%
A12
10879
1
URBAN ENTRANCES, TYP. AS PER CITY OF TORONTO STANDARD T-310.050-1130.3
2. SIGNS SHALL BE PLACED AT EACH LIMIT OF A DESIGNATED FIRE ROUTE AND SHALL DISPLAY SINGLE HEADED ARROWS POINTING IN THE DIRECTION OF SUCH DESIGNATED FIRE ROUTES. SIGNS DISPLAYING DOUBLE HEADED ARROWS SHALL BE PLACED AT INTERMEDIATE POINTS ALONG A DESIGNATED FIRE ROUTE NO FURTHER THAN 30 m APART
159.81 m² 1720 ft²
FILE NAME:C:\Users\lksebati\Documents\16 109_Gyro Mazda_Phase 20_Site Model_lksebati.rvt
0.0 13
DROPPED CURB 1. ALL SIGNS REQUIRED BY THIS BY-LAW SHALL BE PRINTED ON A 30 cm BY 45 cm SIGN BLANK AND SHALL DISPLAY A FORMAT AS ILLUSTRATED BELOW AND AS REQUIRED BY SECTION 2 OF THIS SCHEDULE
A - T/O LOW PARAPET
TG
AD
TG
2.0%
% 3.2
WHITE REFLECTIVE SYMBOL AND BORDER
4. SIGNS SHALL BE ERECTED ON THE BOULEVARD OF A DESIGNATED FIRE ROUTE SO THAT NO PART OF THE SIGN IS CLOSER THAN 30 cm TO THE ADJACENT CURB NOR FURTHER THAN 3 m FROM THE CURB. WHERE THERE ARE NO CURBS, NO PART OF THE SIGN SHALL BE CLOSER THAN 1 m NOR FUTHER THAN 3 m FROM THE EDGE OF THE ADJACENT PAVEMENT OR TRAVELLED ROAD.
A0
6
CONCRETE 7 0.1 SIDEWALK AT130.14 13 URBAN ENTRANCE MH TO EXISTING 134.62 CABLE CHAMBER TO REMAIN EX. MH HEAVY DUTY ASPHALT AT ALL DRIVE AISLES, TYP.
BLACK ARROW
VM
129.83
BLACK LETTERING
VM
2 9.8 12
BLACK BORDER
TG
2
7 9.9
1763
0.0
EXISTING TREES TO BE REMOVED
A11
WHITE LETTERING RED BACKGROUND
VM
1.4%
BLACK
TOW AWAY AREA
ARCHITECT OF RECORD PLAQUE
9.9
A4
7155
DRIVE
13
9.9
DIRECTIONAL SIGNAGE EXISTING CURB TO BE REMOVED
A10
FIRE ROUTE
2989 24459
CANOPY ABOVE
12
4
EX. ASPHALT BOULEVARD TO BE REMOVED TO EXTEND SIDEWALK LAND TO BE CONVEYED TO THE CITY
A9 REFLECTORIZED RED CIRCLE AND DIAGONAL
WHITE REFLECTIVE BACKGROUND
130.150
CSW
7
A8
WHITE REFLECTIVE SYMBOL AND BORDER
30 cm
12
%
21470
1 A5 00
0.2
FORMER PROPERTY LINE
BLUE REFLECTIVE BACKGROUND AND OUTLINE
BY PERMIT ONLY
TORONTO MUNICIPAL CODE FIRE ROUTES SCHEDULE "B" TO CHAPTER 880
PROVIDE 2HR FRR
1
2.6
A11
13
VM
15220
6
2
A - LEVEL 1
130.15
UP
129.92
129.91
GLAZED WALL UNDER CANOPY
4
VM
A - U/S PORTAL STEEL
12
m
A12
3 0.1 13 6
FIRE ROUTE SIGN
VESTIBULE 143
9.9
EX MH PRINCIPAL ENTRANCE FOR FIRE FIGHTING
12
WHITE REFLECTIVE BACKGROUND
375.86 m² 4046 ft²
1 A4 01
SALES TOWER 144
A - MEZZANINE
PROPOSED PROPERTY LINE
0%
915
12
9
4 SHORT TERM BICYCLE PARKING SPACES
1.5 cm RED REFLECTIVE INTERDICTORY STROKE
IMMEDIATE SERVICE 142
130.150
SALES MANAGER 145 3051
A - U/S CANOPY
133.15
3.84 m
A7
A - T/O HIGH PARA. 915
3 A4 01
134.62
9
2.
137.77
CAFE
0.0
CANOPY 130.0 SUPPORT WALL
BLACK LETTER "P", LEGEND AND BORDER
VM
12
30 cm
PERFORMANCE WALKWAY
ZOOM LOUNGE 107
2.8%
1.2%
7 0.1 13
2 cm RED REFLECTIVE ANNULAR BAND
JUNIOR
9.7
PL/EX 129.90 3.73 0.6%
2.58 m
9
SEATING WALL UNDER CANOPY
PRESCRIBED SIGNS FOR PARKING SPACES DESIGNATED UNDER A MUNICIPAL BY-LAW FOR THE USE OF DISABLED PERSONS
PROVIDE 2HR FRR
PERFORMANCE WALL/ SIGNAGE PYLON
EX FH
A5 7672
3
LAIRD
4
DISPLAY
A7'
A9 A10
8
SEATING AREA
VM
AC
2474
1.0%
A7
A8
2
A6'
0.7
P= TO
129.9 0
6
FREE STANDING CANOPY ABOVE
ACCESSIBLE PARKING SPACE SIGN
A - T/O LOW PARAPET
RE-ISSUED FOR SPA
FIRE ALARM CONTROL PANEL ON VESTIBULE WALL
A6
SERVICE MANAGER 134
AB
51871 TO FIRE HYDRANT
PROVIDE 2HR FRR
RECEPTION 125
A - T/O HIGH PARA.
135.33
2.70
No. 143 EX. 1 STOREY BRICK BUILDING 9.8
12
A5
694.04 m² 7471 ft²
TG
44.23 m TO FIRE HYDRANT
GENERAL MANAGER 115
DISPLAY
APPTM CLERKS 123
BRANDING WALL
FIRE ALARM CONTROL PANEL, ANNUNCIATOR ON VESTIBULE WALL
A13
SERVICE DEPARTMENT 141
137.77
0 ISSUED FOR SPA 9.9
12
TOWER W/O AND WARRANTIES 133
9.8 12
A6
5847
63629
.89
A0 12
13
TG
6 A - T/O PORTAL
12
UP129
ENTRY PORTAL AND CANOPY ABOVE 9.89
130.150
SALES 5 213
13
Note
.89
.74
8
1.8%
ENTRY PORTAL
A6
A13'
3200
PRINTER/ STORAGE 132
384.91 m² 4143 ft²
18.07.13 129
130
125
CLOSET
129 18.02.02
2
.19
25784
SHOWROOM 105
DISPLAY
Date
1
LAND TO BE CONVEYED TO THE CITY
2 A5 00
A4 F&I 131
9.8
UP
12
No.
RAISED CURB AND 2.4mx16m BOULEVARD FOR FUTURE BUS STOP TO MEET CITY STANDARD T-310.010-8 17.12 m TO CL OF STREET
A3
F&I 130
CORRIDOR 120
A5
A2
11
TG
3066
140.82
129 .90
1
UP
29516
2161
MEN'S WR 118
3190
9445 1525
STORAGE 104
UNIVERSAL WR 110
9.9 12
A6'
5522
1
Kohn Partn 116 Spadina Tel 416.703.
1
12
0 0.1 13
3657
TECHNICAL PARTS 129
2
2
42
WOMEN'S WR 119
TG
AA
12
ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON
3 A4 00
SCALE: 1 : 100
COPYRIGHT 2005 KOHN ARCHITECTS INC. 9.9
ISSUE DATES AND9.8DISTRIBUTION LOG
A8 A7' A7
355
ZONING DESIGNATION:
COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS9AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION 9.8 12 NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT CONTAINED THEREIN MAY PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC. 9
NORTH ELEVATION
WALL MOUNTED EXTERIOR LIGHT FIXTURE TYP.
129.96
236 7155 2276 3933
JANITOR'S CLOSET 29
SALES 4 109
130.150
A4
UP
A10 A9 1763
4
.78 129
2 A5 00
STAIR A 108
VM
0
SALES 3 103
VM
% 4.1
RETAIL PARTS 128
647
24
SALES 2 102
VM
7 6.6
BULKHEAD ABOVE
23836 130.200
SALES 1 101
A - LEVEL 1
TERMINATION OF SIDEWALK AT EXISTING ASPHALT ON ADJACENT PROPERTY
5 NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN 9.8 REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE. 12
REQUEST. EXISTING TERMINATION OF SIDEWALK TO REMAIN
3 A5 00
130.15
VM
13
A2
A3
GARBAGE ROOM 140
SPRINKLER ROOM 137
PROVIDE 2HR FRR
A - MEZZANINE
00
LINE OF FLOOR ABOVE
STAIR C 139
MECHANICAL/ ELECTRICAL ROOM 138
A11 7750
1
R 12
PARTS DEPARTMENT 135
PARTS MANAGER 127
PASS THROUGH COUNTER C/W HINGED TOP
COMPONENT WORK AREA 136
A - U/S CANOPY
133.15
6848 TO OH LINE
UP
UP
A - T/O LOW PARAPET
134.62
% 2.1
STAIR B 126 EXISTING BUILDING
A1
A - T/O HIGH PARA.
135.33
1.88 m
A0
11000
3 A5 00
3 0.1 13
SIAMESE CONNECTION
A1
137.77
297
4715
1.50 m
6375
15.91 m
3474
129.84
5480
4.0 %
3937
130.15
7175
130.00
3058
3.5%
2164
ROAD WIDENING EASEMENT
1188
130
5079
130 .13
15220
130 .21
2474
A12 5015
4
ARCHITECTURAL CONSULTANT:
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT.
130.78
AN
130.46
AM
130.31
AL
1.50 m
AK
7.20 m
AJ
130.25
AI 60701
129.95
AH
16.00 m
AG
A13
61257
THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.
OH HYDRO 129.96
AE AF
A13' 10879
1
A - T/O PORTAL
DO NOT SCALE DRAWINGS.
130 .18
AD
A14 694
140.82
CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION.
OH HYDRO
AC
EXISTING BUILDING , BEYOND
SCALE: 1 : 100
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED.
130.21
AB
TG WALL MOUNTED EXTERIOR LIGHT FIXTURE TYP.
Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
130.08
AA
FILE NAME:16 109_Gyro Mazda_Phase 40_A-Mazda_detached_detached.rvt
FILE NAME:C:\Users\lksebati\Documents\16 109_Gyro Mazda_Phase 20_Site Model_lksebati.rvt
4 A5 00
3000
3000
TG
Plot Area: 12800 sqm Role: Intern Architect assisting Project Manager Applications: SPA Responsibilities: - Mass modeling and facade design according to Mazda’s heads office design guidelines. - Assist in coordination with Autoplan consultants for space planning. - Preparation of SPA submission drawings. - Assist in drawings coordination with engineering consultants: landscape, traffic, civil consultants and Interior designers. - Review Toronto green standards and coordinate requirements with landscape consultants. - Prepare site statistics to comply with city regulations. - Review SPA city comments round 1, revise architectural drawings accordingly. - Design roof slopes for drainage / Identify locations of overflow scuppers. - Assist in preparing code compliance diagrams, Identify fire ratings for walls and floor assemblies. analyze travel distances and identify locations of exits.
Elevation Detail
4
1
2
ELEVATION DETAIL - SOUTH ELEVATION
SCALE: 1 : 50
2 A4 01
SCALE: 1 : 100
EZZANINE B
4 A2-00
COMMERCIAL/ RENOVATION & INTERIOR RETROFIT
12295
11985
3
Toronto
4
SHARED WORK SPACE
KOHN ARCHITECTS 10
2019
Kohn Partnership Arch 116 Spadina Avenue, Su Tel 416.703.6700 www.ko
ALL DIMENSIONS ARE GIVEN IN MILL DO NOT SCALE DRAWINGS.
A
CONTRACTOR SHALL VERIFY AND C PRIOR TO STARTING ANY OF THE W ARCHITECT AND CONSULTANTS BEF CONFORM TO ALL APPLICABLE COD JURISDICTION PERTAINING TO THIS
1181
THE ARCHITECT BEARS NO RESPON DOCUMENTS BY THE CONTRACTOR WILL PROVIDE WRITTEN OR GRAPH INFORMATION REGARDING THE INT
Ax
LOCATIONS OF EXPOSED MECHANIC FIXTURES ARE INDICATED ON ARCH OVER THE MECHANICAL AND ELECT LOCATED, TO BE LOCATED AS DIREC
673
2800
6560
2800
2 A5 0
889
6560
Issue#4 (Add Date)
Issue#5 (Add Date)
Issue#3 (Add Date)
ZONING CERT 19.02.06
BUILDING PERMIT 19.04.22
1391
1391
1280
■
6.56
5.17 4.28
■ ■ ■
■
■
■
■
■ ■
3.00
■ ■
■ ■ ■ ■ ■
LEVEL 1 ■ 0.00
0.00
SPECIFICATIONS AND DETAILS PART FOUNDATION AND MEZZANINE FRAMING PLANS ROOF FRAMING PLAN SECTIONS AND REINFORCING
DRAWING LIST (MECHANICAL) M100 M101 M102 M200 M201 M300 M400 M500
CONNECTION TO 37 ADVANCE OUTDOOR PATIO
1501
27136
5300
7700
MECHANICAL LEGENDS SCHEDULES AND DRAWING LIST MECHANICAL DETAILS SITE PLAN FP/PD GROUND FLOOR AND MEZZANINE (DEMO) FP/PD GROUND FLOOR AND MEZZANINE (NEW) HVAC GROUND FLOOR AND MEZZANINE ROOF PLAN SCHEMATICS
DRAWING LIST (ELECTRICAL)
1800
PROJECT
NORTH BUILDING BUILDING SECTION SECTION - NORTH/SOUTH - NORTH/SOUTH 1
E100 E101 E102 E200 E300 E400 E500 E600
ELECTRICAL LEGEND, SPEC., DRAWING LIST, SCHEDULES ELECTRICAL DETAILS AND SCHEDULES SITE PLAN DEMOLITION PLAN GROUND FLOOR AND MEZZANINE POWER & SYSTEMS GROUND FLOOR & MEZZANINE LIGHTING PLAN GROUND FLOOR & MEZZANINE ELECTRICAL ROOF PLAN ELECTRICAL ELEVATIONS
3701
Project:
00 SCALE: 1 : 100 SCALE: 1A5: 100
TR NO
1 A5 0
39 ADVAN RENOVAT
THE DOWNING S
39 ADVANCE ROA
Drawing Title:
SPRINKLER 1-01 1.86 m² 20 ft²
EXIT
W-14
10
A6-01
W-4
W2
STORAGE 1-07 2.08 m² 22 ft²
STORAGE 1-08 2.08 m² 22 ft² W-4
STORAGE 1-09 2.08 m² 22 ft²
STORAGE 1-10 2.08 m² 22 ft² STORAGE 1-11 2.22 m² 24 ft²
W-4
ELECTRICAL 1-38 1.33 m² 14 ft²
W-13
ETOBICOKE
COVER SH
C
Date Plotted:
MAIN ENTRANCE
VESTIBULE 1-00 5.92 m² 64 ft²
2100
D102
W-01
D101
D138
CAFE HUB 1-02 167.26 m² 1800 ft²
4
D100
5/3/2019 11:27:06
2
A5-01 W-02
1
3
A
A6-00
FEATURE WALL
2 2
11903
A5-00
W1
LOUNGE
HOT DESKS
8544
W-02
P1
P4
P2
WOMEN'S W/R 1-12 14.19 m² 153 ft²
2716
D112
LK/VC
3
A6-03
9
2506
1356
600
1219
HUDDLE BOOTHS RECEPTION
P6
0 R 75
P6
D103
1509
W-02
D105
3068
D102B
P6
P2
COAT CLOSET 1-04 5.98 m² 64 ft² P2
2381
D116
D118
EXIT 5 SHORT TERM BYCYCLE PARKING
7
A6-01
W-03
1
A6-01
W-03
P5
W-4
ELEC 1-03 3.37 m² 36 ft²
B.F PHONE BOOTH 1-05 3.71 m² 40 ft²
W2
JANITOR/ MECH 1-16 7.26 m² 78 ft²
5
WELLNESS ROOM 1-17 5.69 m² 61 ft² W-4
SERVER 1-18 3.37 m² 36 ft²
W-4
A6-00
PHONE BOOTH 1-20 3.20 m² 34 ft²
W-05
PHONE BOOTH 1-21 3.20 m² 34 ft²
W-05
W-05
W2
W-05
W-05
W3
49935
1300
D117
P2
SMALL MEETING 1-19 9.66 m² 104 ft²
4193
P2
OFFICE 1-22 9.22 m² 99 ft²
P2
OFFICE 1-23 9.21 m² 99 ft²
P2
P2
1561
2943
1460
6520
705
2100
1460
2950
1200
1795
3343
1649 D128 BYCYCLE PARKING 1-28 5.77 m² 62 ft²
W3
W-06
22800
A6-02
D119
D120
1290
P1
D121
6
A6-03
D122
P5
COFFEE BAR/VENDING
5461
3 PERSON OFFICE 1-24 15.69 m² 169 ft²
6 PERSON OFFICE 1-25 23.68 m² 255 ft²
3695
3 PERSON OFFICE 1-26 16.10 m² 173 ft²
MEN'S W/R 1-14 13.82 m² 149 ft²
UNIVERSAL W/R 1-13 6.38 m² D113 69 ft²
6659
MEETING 1-15 25.64 m² 276 ft²
D115
5
A6-03
1889
D114
Drawn By:
D102A
ESPRESSO MACHINE (ROUGH-IN)
924
FR
924
KEG FRIDGE / TAPS
SERVICE COUNTER
FR
FR
DW
DW
PANTRY 1-06 4.85 m² 52 ft²
D107
D108
924
COFFEE STATION
D106
P1
P2
924
2684
SINK
P2
P2
MEETING ROOM 1-27 10.95 m² P7 118 ft²
6 PERSON OFFICE 1-29 24.63 m² 265 ft²
D123
D109
D110
D111
3593
P1
STORAGE ROOMS
P5
DEDICATED DESKS (16) 1-37 111.78 m² 1203 ft²
GROUND LEVEL 802.83 sm/ 8641.5 sf
D124
2578
7
A6-03
COPY STATION
P5
3934
D137
P2
P2
3824
MEETING 1-36 12.88 m² 139 ft²
2
A6-03
1
A6-03
D125
2642
4236
■
INTERNAL CEILING INTERNAL CEILING 3.00 ■ ■
LEVEL 1
EMAIL: jrj@jrjoneseng.ca
924
D136
P5
27100
1
2
3
1
A5-01
A5-00
1 : 10 Drawing No.:
2967
P5
P5 P2
Scale:
0.00
DRAWING LIST (STRUCTURAL) S-01 S-02 S-03
1800 EXIT
P5
W-05
W-05
1
40_buildingpermt_svanes@kohnarchitects.com.rvt
2387
673 T: 905-778-8819
A5-01
5 PERSON OFFICE 1-35 19.63 m² 211 ft²
P2
5 PERSON OFFICE 1-34 19.70 m² 212 ft²
P7
P2
4 PERSON OFFICE 1-33 15.80 m² 170 ft²
4 PERSON OFFICE 1-32 16.64 m² 179 ft²
FILE NAME:C:\Users\svanes\Documents\39 Advance Road_Phase
2387 700
T: 416-340-1937 x 256 F: 416-340-1022 www.theaquilagroup.com
HOT DESKS
LOWER ROOF LOWER ROOF 4.28
3000
2387
2387
889
T: 416-703-6700 F: 416-703-6704 EMAIL: info@kohnarchitects.com
4060
1280
J.R. JONES ENGINEERING LTD. 51 JOHN ST. W. BRADFORD, ON L3Z 2A9
4060
1414
STRUCTURAL CONSULTANT:
THE AQUILA GROUP 40 UNIVERSITY AVENUE, SUITE 1300 TORONTO, ONTARIO M5J 1T1
HOT DESKS
ROOF 6.56
MID ROOF MID ROOF 5.17
SHEET NAME
3000
MEN UNIVERSAL WASH UNIVERSAL WOMEN WOMEN WASHROOM ROOM WASHROOM WASH ROOM WASH ROOM
3380
MEETING MEN WASH ROOM
3380
MEETING
MECHANICAL AND ELECTRICAL CONSULTANT:
W-05
W-05
W3
W3
W-12
W-11
W3
W-07
18-138
1 A5-01
6560
1200 12321
2950
4417 4949
4417 4949
DEDICATED DESKS
1
A5-00 P2
CHK
5/3/2019 11:30:00 AM
700
1460
3
DEDICATED DESKS
KOHN PARTNERSHIP ARCHITECTS INC. 116 SPADINA AVENUE. SUITE 501 TORONTO. ONTARIO M5V 2K6
D135
D126
2713
11985 Project No.
DRW
1
6560
W3
W3
W-06
1
A5-00
FILE NAME:C:\Users\lksebati\Documents\39 Advance Road_lksebati.rvt
1433
P5
16
FILE NAME:C:\Users\lksebati\Documents\39 Advance Road_lksebati.rvt
1
10 PERSON OFFICE 2-04 40.09 m² 432 ft²
8
W-07
ONTARIO
Checked By:
LEVEL 1 0.00
2
A5-00
P2
D204
13096
D203
COFFEE BAR 2-05 12.37 m² 133 ft²
SCALE: 1 : 10
11969
REMOVE EXISTING WINDOWS AND DOORS
2
1
A6-04
10 PERSON OFFICE 2-03 40.04 m² 431 ft²
P5
P2
Wall Section @ Existing Block Wall
W-08
Section A5-01 Details
12 PERSON OFFICE 1-30 46.58 m² 501 ft²
2 A5-01
OPEN TO ABOVE
SCALE: 1 : 10 A5-01
A6-04
SCALE: 1 : 10
TV/MEDIA WALL
Wall Wall Section Section @ Existing @ New Glazing Block Wall in Existing Wall 1
D127
4131
WALL SECTIONS
4
3 A5-01
ETOBICOKE
Drawn By:
Date Plotted:
1 A2-00
Wall Sections
1 : 10 Drawing No.:
D129
THE DOWNING STREET GROUP 39 ADVANCE ROAD
2.80
ROOF SHEET NUMBER
ARCHITECTURAL CONSULTANT:
4584
D134
Drawing Title:
Scale:
5/3/2019 11:30:00 AM
4594
D133
SEAL
W3
CHK
Date Plotted:
D132
3663
W4
Project No.
18-138
3868
3
DRW
Checked By:
W-09
Drawn By:
W3
EXIT
ONTARIO EXISTING FOUNDATION
WALL SECTIONS
TRUE NORTH
3.50
OWSJ LEVELOWSJ 1 LEVEL 1 2.80
40-Construction Documents Construction Documents A0-00 COVER SHEET A0-01 OBC COMPLIANCE & SCHEDULES A0-02 WINDOW SCHEDULE A1-00 SITE PLAN AND SITE STATISTICS A2-00 FLOOR PLANS A2-01 ROOF PLANS A3-00 RCP A4-00 BUILDING ELEVATIONS A5-00 OVERALL BUILDING SECTIONS A5-01 WALL SECTIONS LOUNGEA6-00 LOUNGE INTERIOR ELEVATIONS AREA A6-01 AREA MILLWORK PLANS AND ELEVATIONS A6-02 INT. ELEVS. - WOMEN'S, MEN'S & UNIV. WC A6-03 INTERIOR ELEVATIONS- GLASS PARTITIONS A6-04 STAIR AND LOUNGE AREA SECTION & INTERIOR VIEWS
18766
39 ADVANCE ROAD RENOVATION RECESSED LIGHT IN CONCRETE
ETOBICOKE Drawing Title:
. ..
SCALE: 1 : 100
39 ADVANCE ROAD EXISTING FOUNDATION EXISTING FOUNDATION
SCALE: 1 : 10 SCALE: A5-011 : 10
1
37 ADVANCE ROAD, TORONTO, ONTARIO
D130
PROJECT NORTH 0.00
5.89
MEZZANINEMEZZANINE 3.50
DRAWING LIST (ARCHITECTURAL)
2
THE DOWNING STREET GROUP
Project:
LEVEL 1
B
THE DOWNING STREET GROUP SOLID BLOCK COURSE
Wall Wall Section Section @ New @ New Glazing Metalin Panel Existing and Wall Masonry2Wall
2
OPEN OFFICE OPEN OFFICE
7640
A5-01
SEAL
13669 11811
TRUE NORTH
39 ADVANCE ROAD RENOVATION
OUTDOOR PATIO
0.00 0.00
4
A5-01
PROJECT NORTH Project:
LEVEL LEVEL1 1
0.00
EXISTING FOUNDATION 190MM CONCRETE BLOCK FOUNDATION WALL(SEE STRUCTURAL)
11.99 m
D131
4 PERSONS OFFICE
39 ADVANCE ROAD RENOVATION (BUILDING PERMIT AND CONSTRUCTION)
10 PERSONS 10 PERSONS OFFICE OFFICE
1000
LANDSCAPE
LEVEL 1
2
0.00
A5-00
. ..
PRE-FINISHED METAL PANEL ON CONCRETE BLOCK 152 STEEL STUDS AIR/VAPOUR BARRIER 13MM GYPSUM BAORD
LEVEL 1
PROPOSED FLOOR PLAN - LEVEL 1
PRE-FINISHED METAL PANEL ON CONCRETE BLOCK 152 STEEL STUDS AIR/VAPOUR BARRIER 13MM GYPSUM BAORD NEW CONCRETE FLOOR SLAB 0.00
LOUNGE 1-31 34.51 m² 371 ft²
Ax
NEW CURTAIN WALL W/ CLEAR GLASS IN EXISTING OPENING
A0
LEVEL 1 LEVEL 0.00 1
3
12214
1278
90mm PAINTED SMOOTH FACED STACKED BOND MASONRY BLOCK 25mm AIR SPACE 50MM RIGID INSULATION AIR BARRIER NEW CURTAIN 16MM WALL GLASS W/ CLEAR GLASS MATT SHEATHING IN EXISTING OPENING 152mm METAL STUDS @ 610mm O.C. MAX. BATT INSULATION AIR VAPOUR BARRIER 13mm GYPSUM BOARD
3
A
BLOCK
ISSU
00 SCALE: 1 : 100 SCALE: 1A5: 100
3.38
190mm CONCRETE BLOCK (EXISTING) PAINTED 152mm METAL STUDS @ 610mm O.C. MAX. BATT INSULATION AIR VAPOUR BARRIER 13mm GYPSUM BOARD
Not
19.04.25
BUILDING BUILDING SECTION SECTION - EAST/WEST - EAST/WEST 2
011
A0
6.56
LEVEL 1
LOUNGE
W-10
A0
6 PERSONS OFFICE
4 PERSONS OFFICE
DROPPED DRYWALL CEILING
190mm CONCRETE BLOCK (EXISTING) PAINTED 152mm METAL STUDS @ 610mm O.C. MAX. BATT INSULATION AIR VAPOUR BARRIER 13mm GYPSUM BOARD
SILL FLASHING
A6-03
ALUMINUM WINDOW
MEZZANINE 156.44 sm/ 1683.9 sf
FLASHING
4
RECESSED LED LINEAR LIGHTING
T.O. INTERIOR CEILING
3.38
ROOF 6.56
OWSJ MEZZANINE OWSJ MEZZANINE 5.89
5755
1500
806
A6-01
EXISTING BEAM AND JOISTS
924
W3
W-08
2.80
3861
OFFICE 2-06 24.63 m² 265 ft²
OWSJ LEVEL 1
2.80
1700
P2
JOWSJ LEVELLEVEL 1 12.80
LOUNGE
90mm MASONRY (EXISTING) PAINTED 190mm CONCRETE BLOCK (EXISTING)T.O. INTERIOR CEILING 152mm METAL STUDS @ 610mm O.C. MAX. BATT INSULATION AIR VAPOUR BARRIER 13mm GYPSUM BOARD DROPPED DRYWALL CEILING
6 PERSONS OFFICE
12 PERSONS 12 PERSONS OFFICE OFFICE
4
3.50
90mm MASONRY (EXISTING) PAINTED 190mm CONCRETE BLOCK (EXISTING) 152mm METAL STUDS @ 610mm O.C. MAX. BATT INSULATION AIR VAPOUR BARRIER 13mm GYPSUM BOARD
D206
B
MEZZANINE
3.50
CORRIDOR
845
ZZANINE MEZZANINE 3.50
P2
SKYLIGHT ABOVE
EXISTING STRUCTURE
W3
EXISTING STRUCTURE
4
2 A2-00
EXISTING CONCRETE FLOOR
A6-03
1300
DN
W-09
3661
4
Date
1
A
ROOF
PHONE 2-02 5.22 m² 56 ft²
P2
ISSUED FOR BUILDING PERMIT
No.
P2
3580
W3
Note
19.03.29
4715
EXISTING STRUCTURE
4.28
Date
3
LOWER ROOF
1407
D202
5.17
A5-01
EXISTING STRUCTURE
4.28
MID ROOF
SCALE: 1 : 100
EXISTING ROOF TO REMAIN
LOWER ROOF
1
EXISTING ROOF TO REMAIN
5.17
EXISTING CROSS BRACING TO REMAIN
EXISTING ROOF TO REMAIN
No.
2
MID ROOF
ISSUE DATES AND DISTRIBUTION LOG
2546 13669 13088
EXISTING ROOF TO REMAIN
1440
ISSUED FOR BUILDING PERMIT
1374
Note
19.03.29
4
Date
1
4722
COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC. ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST.
A5-00
30mm METAL SIDING SYSTEM C/W Z-GIRT CONNECTIONS Z GIRT SUPPORT + AIR SPACE (25mm) 50MM RIGID INSULATION 16mm DENS GLASS SHEATHING 152mm METAL STUDS @ 610mm O.C. MAX. BATT INSULATION VAPOUR BARRIER 13mm GYPSUM BOARD
No.
A
1
MEETING 2-01 19.47 m² 210 ft²
2465
A
1
COPYRIGHT 2005 KOHN ARCHITECTS INC.
A5-01
ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MUST BE RETURNED ON REQUEST.
A Ax
W3
NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE.
ISSUE DATES AND DISTRIBUTION LOG
Ax
CORRIDOR
W-12
NO INVESTIGATION HAS BEEN UNDERTAKEN OR REPORTED ON THIS OFFICE IN REGARDS TO THE ENVIRONMENTAL CONDITIONS OR POLLUTIONS OF THIS SITE.
COPYRIGHT OF THIS DRAWING AND THE DESIGN INTENT IS RESERVED BY THE ARCHITECT. THE DRAWINGS AND ALL ASSOCIATED DOCUMENTS ARE AN INSTRUMENT OF SERVICE BY KOHN ARCHITECTS INC. THE DRAWINGS AND THE INFORMATION CONTAINED THEREIN MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN PERMISSION OF THE KOHN ARCHITECTS INC.
5.89
EXISTING BEAM AND JOISTS
B
INFILL EXISTING STAIR OPENING TO MATCH EXISTING
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT.
W3
THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.
LOCATIONS OF EXPOSED MECHANICAL OR ELECTRICAL DEVICES, FITTINGS AND FIXTURES ARE INDICATED ON ARCHITECTURAL DRAWINGS. WHICH SHALL GOVERN OVER THE MECHANICAL AND ELECTRICAL DRAWINGS. THOSE ITEMS NOT CLEARLY LOCATED, TO BE LOCATED AS DIRECTED BY THE ARCHITECT.
PROPOSED FLOOR PLAN - MEZZANINE
OWSJ MEZZANINE
5.89
B
CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION.
THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE INTERPRETATION OF THESE DOCUMENTS BY THE CONTRACTOR. UPON WRITTEN APPLICATION THE ARCHITECT WILL PROVIDE WRITTEN OR GRAPHIC CLARIFICATION AS SUPPLEMENTARY INFORMATION REGARDING THE INTENT OF THE CONTRACT DOCUMENTS.
COPYRIGHT 2005 KOHN ARCHITECTS INC.
SJ ZZANINE MEZZANINE5.89
W3
A
CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO STARTING ANY OF THE WORK AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND CONSULTANTS BEFORE PROCEEDING. CONSTRUCTION MUST CONFORM TO ALL APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION PERTAINING TO THIS APPLICATION.
W-11
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED. DO NOT SCALE DRAWINGS.
W3
ALL DIMENSIONS ARE GIVEN IN MILLIMETRES UNLESS OTHERWISE INDICATED. DO NOT SCALE DRAWINGS.
1
A5-00
Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
W-10
6.56
ISSUE DATES AND DISTRIB
27100
3
4
ROOF
6.56
ALL DRAWINGS ARE THE PROPERTY REQUEST.
EXISTING WASHROOM
22800
3 A2-00
EXISTING ROOF TO REMAIN
ROOF 6.56
REMOVE EXISTING WINDOWS & REPLACE WITH DOOR
REMOVE ALL EXISTING PARTITIONS
11985
Kohn Partnership Architects Inc. 116 Spadina Avenue, Suite 501, Toronto ON M5V 2K6 Tel 416.703.6700 www.kohnarchitects.com
4 ROOF
COPYRIGHT 2005 KOHN ARCHITECT
COPYRIGHT OF THIS DRAWING AND ARCHITECT. THE DRAWINGS AND AL OF SERVICE BY KOHN ARCHITECTS CONTAINED THEREIN MAY NOT BE R PRIOR WRITTEN PERMISSION OF TH
B
SCALE: 1 : 100
Responsibilities: - Create Revit model in both phases: existing & new construction. - Create Existing and demolition drawings as per site visit measurements. - Examine existing wall sections to comply to SB10 energy requirements: adding insulation to existing masonry walls - Replace corrugated metal panels with new metal siding wall systems. - Research code requirements for unprotected openings, washrooms & travel distance requirements - Preparing Building permit drawings set. - Assist in drawings Coordination with mechanical, electrical & structural consultants. - Attend coordination meetings with engineering consultants
637.503 sm/ 6862.025 sf
Applications: Zoning Certificate/Variance, CofA, Building permit
EXISTING MECHANICAL SHOP
REMOVE EXISTING OH DOOR & REPLACE WITH WINDOW
REMOVE ALL EXISTING PARTITIONS
REMOVE EXISTING OVERHEAD DOOR
13349
65' - 0"
EXISTING FLOOR PLAN - LEVEL 1
Role: Intern Architect assisting Senior Architect
REMOVE EXISTING STAIR
LINE OF EXISTING MEZZANINE ABOVE
Plot Area: 15000 sqm
NO INVESTIGATION HAS BEEN UNDE REGARDS TO THE ENVIRONMENTAL
Main Level
ALL DIMENS
DO NOT SCA
Kohn Pa 116 Spa Tel 416.
CONTRACTO PRIOR TO S ARCHITECT CONFORM T JURISDICTIO
THE ARCHIT DOCUMENT WILL PROVI INFORMATIO
COPYRIGHT
LOCATIONS FIXTURES A OVER THE M LOCATED, T
COPYRIGHT ARCHITECT OF SERVICE CONTAINED PRIOR WRIT
19
Da
NO INVESTIG REGARDS T
1
ALL DRAWIN REQUEST.
ISSUE DA
No.
PROJ NOR
Project:
39 A REN
THE D
Drawing
39 AD
ETOB
FLO
5/3/20
Drawn By
Date Plot
DRW
POST CONSTRUCTION
https://www.workco.ca/workcocommunity
https://www.workco.ca/workcocommunity
02
INTERNATIONAL EXPERIENCE
CONTENTS
INSIDE-OUT HOUSE Page: 1-4
BLOOMING HOUSE Page: 5-7
SOCIAL TOWNHOUSES Page: 8-9
EXCLUSIVE GULF VILLAS Page: 10-12
MARINA CLUB Page: 13-14
MUSICIAN HOUSE Page: 15-16
PALM PANORAMIC HOUSE Page: 17-18
ARCHITECTURE UNIVERSITY EXTENSION Page: 19-21
SOCIAL HUB Page: 22-24
GREEN COMMUNITY PLATFORM Page: 25-26
DOWNTOWN PLAZA Page: 27-30
P PROFESSIONAL A ACADEMIC
P01 P02 P03 P04 P05 P06 P07 A01 A02 A03 A04
PRIVATE RESIDENCE
INSIDE- OUT HOUSE Dubai, UAE
P01
DHE_Design Proposal 27-03-2016
VILLA TYPE B1
2015
13
13
14
14
12
Plot Area:
N
Role:
2000 sq m
Project designer Full design and presentation
11
11
10
10
12
Status: Issued for construction Design Keywords:
16
- Privacy and Comfort - Desert environment friendly - Semi enclosed out door space as the main design focal point ( courtyard architecture) - Modern and Simplicity - Natural daylight and shading - Blur boundary between inside - outside - Integrate landscape in the architecture design - Clear separation of guest area - Free flow layout connecting indoor and out door spaces
16
15
15
9
9
8
8 17
17
2
18
18
1
7
19
22
7
19
1
2
3
3
5
5
4
4
22 6
20
6
Ground Floor Layout
1- ENTRANCE LOBBY 2- STAIRCASE LOBBY 3- GUEST LIVING/DINING 4- GUEST BEDROOM 5- GUEST POWDER ROOM 6- INDOOR CAR GARAGE 7- STORAGE 8- FAMILY POWDER ROOM 9- FAMILY DINING 10-FAMILY LIVING 11-PLAYING ROOM 12-OUTDOOR LOUNGE 13-WASH ROOM 14-STORAGE 15-SHOW KITCHEN 16-INDUSTRIAL KITCHEN 17-STORAGE 18-LAUNDRY ROOM 19-MAIDS ROOM 20-DRIVER ROOM 21-OUTDOOR GARAGE 22-Storage TOTAL AREA OF GROUND FLOOR 438 sqm
20 21 5
10M
21
5
10M
X:\PAUL\08 Other\Whitespace LOGO.jpg
Internal Experience
1
Street View
NEIGHBOR STUDIES
SUN & WIND STUDIES
GROUND FLOOR STUDIES
FIRST FLOOR STUDIES
CONCEPTUAL SKETCH 2
First Floor Bubble Diagram
First Floor Horizontal Section
Isometric Final Model
Ground Floor Horizontal Section
Ground Floor Bubble Diagram
3
Entrance View
Internal View
4
POST CONSTRUCTION
DHE_Design Proposal 14-02-2016
VILLA TYPE B1
PRIVATE RESIDENCE
P02
BLOOMING HOUSE Dubai, UAE
2015
B
16
Plot Area:
N
Role:
1500 sq m
Design Keywords: - Integrating Landscape within internal spaces. - Free flow layout connecting indoor and out door spaces. - Journey experience throughout different spaces - Integrating Double height spaces to provide constant visual links. - Iconic architecture. - Cantilevering volumes on first floor /Shaded outdoor on ground level. - Contrasting materials. - Maximizing orientation towards the north and the east (less sun exposure).
17
13
8
3
patio basement
16
2
Project designer Full design and presentation
Status: Issued for construction
service stairscase
11
17
13 A
8
5 6
7
covered car park
2
A
11
1
art sculpture
12
5 7
14
9
outside service stairscase
12
14
3
patio basement
6
covered car park
art sculpture
1
4 1- LOBBY 2- FAMILY KITCHEN 3- DIRTY KITCHEN 4- FAMILY LIVING 5- STAIR CASE LOBBY 6- FORMAL DINING 7- FORMAL LIVING 8- CIGAR BAR 9- WASH ROOM 10- STORAGE 11-POWDER ROOM 12- SECOND ENTRANCE 13- LIBRARY/ OFFICE 14- GUEST LIVING 15- GUEST BEDROOM 16- DRIVER ROOM 17- Storage
15 4 15 B
Ground Floor Layout 5
5
10M
TOTAL AREA
480 SQ.M
10M
X:\PAUL\08 Other\Whitespace LOGO.jpg
5
B
B
16
13
17
13
covered car park
2
patio basement
8
3
outside service stairscase
covered car park
2 11
6 A
5 7
art sculpture
A
1
12
14 1- LOBBY 2- FAMILY KITCHEN 3- DIRTY KITCHEN 4- FAMILY LIVING 5- STAIR CASE LOBBY 6- FORMAL DINING 7- FORMAL LIVING 8- CIGAR BAR 9- WASH ROOM 10- STORAGE 11-POWDER ROOM 12- SECOND ENTRANCE 13- LIBRARY/ OFFICE 14- GUEST LIVING 15- GUEST BEDROOM 16- DRIVER ROOM 17- Storage
4 15
B
TOTAL AREA
Section A-A
17
6 12
14
3
outside service stairscase
11
Garden View A
patio basement
8
16
5
10M
A
5 7
art sculpture
1
1- LOB 2- FAM 3- DIRT 4- FAM 5- STAI 6- FOR 7- FOR 8- CIGA 9- WAS 10- STO 11-POW 12- SEC 13- LIB 14- GU 15- GU 16- DRI 17- Sto
4 15
B 480 SQ.M
TOTAL
Section B-B
5
10M
6
Ground Floor Horizontal Section
Entrance View
First Floor Horizontal Section
7
HOUSING
P03
SOCIAL TOWNHOUSES Tunisia
2015
Plot Area: Role:
1920 sq m
Project designer Design collaboration with senior architect and full presentation
Volumes Study
Status: Design Development Project Brief: Compact housing, able to accommodate the highest possible number of units. Therefor, the main challenge was to balance between functionality and healthy comfortable living. Design Keywords: - Essential and Functional - Compact and Affordable - Privacy and Comfort - Natural Daylight and Shading - Free flow layout/ Open plan - Modern and Simplicity - Void and solid study: Integrating Green Pockets through the model - Cantilevering Elements/ Shaded outdoor underneath
East Facade/ Garden Entrance
Volumes Study
8
6 A
12
A
5 7
14
1
art sculpture
4 15
B
16
B patio basement
17
13
8
3
outside service stairscase
11
A
5
Third Floor Layout
6 12
covered car park
2
A
5 7
14
10M
1
art sculpture
4 15
B
B
16
West Facade/ Main Entrance View 13
17
patio basement
8
3
patio basement
17
13
outside service stairscase
covered car park
2
8
11 6
12
14
A
5 7
art sculpture
A
1
15
B
TOTAL AREA
5
art sculpture
1- LOBBY 2- FAMILY KITCHEN 3- DIRTY KITCHEN 4- FAMILY LIVING 5- STAIR CASE LOBBY 6- FORMAL DINING 7- FORMAL LIVING 8- CIGAR BAR 9- WASH ROOM 10- STORAGE 11-POWDER ROOM 12- SECOND ENTRANCE 13- LIBRARY/ OFFICE 14- GUEST LIVING 15- GUEST BEDROOM 16- DRIVER ROOM 17- Storage B
15
10M
5
10M A
5 7
14
covered car park
2
Second Floor Layout
12
4
Ground Floor Layout
3
outside service stairscase
11
6 A
16
B
1
4
480 SQ.M
First Floor Layout
5
10M
9
RESIDENTIAL / COMMUNITY DEVELOPMENT
P04
EXCLUSIVE GULF VILLAS Dubai, UAE
2016
Each Plot Area: Role:
DHE_Design Proposal 14-02-2016
1200-1440 sq m
VILLA TYPE B1
Project designer Full design and presentation
Service area MEP (parapet height 1.6m)
Status: Issued for construction Project Brief: The initial goal was to develop a flexible functional smart layouts that can be reintroduced in different articulation methods according to market/ client demands: modern, modern arabesque, and classic. I was responsible to create the layout to the right, which was then reintroduced in two types of articulation, modern, and modern arabesque. I was responsible to deliver the modern arabesque one fully. Roof plan (scale 1/200)
Villas Site Location
Design Keywords: - Bright and Spacious - Essential and Functional - Open & Flexible plan - Connecting in- and outdoor (Gulf court views) - Full transparency towards Gulf court views - Privacy towards street side - Inviting entrance
X:\PAUL\08 Other\Whitespace LOGO.jpg
B
16
13
17
patio basement
8
3
outside service stairscase
covered car park
2 11
6 A
12
14
A
5 7
art sculpture
1
1- LOBBY 2- FAMIL 3- DIRTY 4- FAMIL 5- STAIR 6- FORM 7- FORM 8- CIGAR 9- WASH 10- STOR 11-POWD 12- SECO 13- LIBRA 14- GUES 15- GUES 16- DRIVE 17- Storag
4 15
B
TOTAL A
Ground Floor Layout 5
Community Development Physical Model
10M
Modern Villas Physical Model 10
Street Facade View/ Modern arabesque
B
16 17
patio basement
8
3
outside service stairscase
covered car park
2 11
6
Area for mechanical
Roof Layers
12 7
art sculpture
1 1- LOBBY 2- FAMILY KITCHEN 3- DIRTY KITCHEN 4- FAMILY LIVING 5- STAIR CASE LOBBY 6- FORMAL DINING 7- FORMAL LIVING 8- CIGAR BAR 9- WASH ROOM 10- STORAGE 11-POWDER ROOM 12- SECOND ENTRANCE 13- LIBRARY/ OFFICE 14- GUEST LIVING 15- GUEST BEDROOM 16- DRIVER ROOM 17- Storage
4
B
TOTAL AREA
First Floor Layout
equipment
A
5
5
10M
Glass Handrail bedroom
Light Weight Structure
living room 480 SQ.M
Section
Section Principle
Section
11
Villa Perspective
community Perspective View
GROUND FLOOR PLAN
Garden Facade View/ Modern arabesque
12
COMMERCIAL & HOSPITALITY
P05
MARINA CLUB Abu Dhabi, UAE
Plot Area: Role:
2016
4800 sqm
Project designer Full design and presentation
Status: Concept Design Project Brief: A Social club on a strategic location, at the marina waterfront, and facing Abu Dhabi skyline. The program of this project, was suggested by client to be divided in two parts, the first part to be integrated and accessible to the public, while the other part should be separated and limited to VIP registered members. Design Keywords - Iconic Waterfront - Clear separation of program: Public/ Private - Maximizing views to the east (marina bay), and to the south (Abu Dhabi skyline) - Dominant floating VIP club massing, limited accessibility - Urban platform smoothly integrated to the surrounding, promoting easy pedestrian access to the commercial facilities on ground level
Ground Floor Layout
01 BASIC ARRANGEMENT
01 GROUND & FIRST FLOOR PUBLIC FACILITIES/ SMOOTH ACCESSIBILITY
02 HIGHLIGHTING VIP CLUB MASSCENTRAL PUBLIC AREA
03 EXTRA PUBLIC SPACE-
SMOOTH ACCESSIBILITY
N 00 SITE LOCATION
02 SECOND & THIRD FLOOR VIP CLUB DETACHED MASSING/ LIMITED ACCESSIBILITY
04 MAXIMIZING MARINA VIEWS 13
01
02
03
Water Front/ Marina Entrance View
Second Floor Layout
Third Floor Layout 14
PRIVATE RESIDENCE
P06
MUSICIAN HOUSE Sharjah, UAE
2016
Plot Area: Role:
N
2600 sq m
Project designer Full design and presentation
Status: Concept design Design Keywords: - Sense of place, Journey experience through spaces - Blending nature within the architecture - Solid & Void study: light & shadow/ inside & outside spaces - Free flow layout / seamless relation between inside & outside - Iconic / Unique - Water bodies as a design focal feature - “Floating” architecture - Semi enclosed gardens/ Courtyards - Privacy & Comfort
16 patio basement
3
outside service stairscase
covered car park
2 11
A
5
art sculpture
1 1- LOBBY 2- FAMILY KITCHEN 3- DIRTY KITCHEN 4- FAMILY LIVING 5- STAIR CASE LOBBY 6- FORMAL DINING 7- FORMAL LIVING 8- CIGAR BAR 9- WASH ROOM 10- STORAGE 11-POWDER ROOM 12- SECOND ENTRANCE 13- LIBRARY/ OFFICE 14- GUEST LIVING 15- GUEST BEDROOM 16- DRIVER ROOM 17- Storage
4
TOTAL AREA
480 SQ.M
Ground Floor Layout 5
10M
Entrance Experience
15
Garden View Facade 16
PRIVATE RESIDENCE
P07
PALM PANORAMIC HOUSE Dubai, UAE
2016
Site Location/ Marina skyline views
Marina skyline views
N
Beach Facade View Plot Area: Role:
1256 sq m
Project designer Full design and presentation
Status: Schematic Design
Plot Location/ Marina skyline views
Design Keywords: - Marina skyline views as the main design focal point - Full transparency towards beach side - Privacy/ solid towards street side - Free flow layout connecting indoor & outdoor spaces - Iconic waterfront design - Clear separation of guest area
MARINA SKYLINE VIEW GRID
ARRANGING MAIN SPACES ACCORDING TO VIEW GRID
17
59
3
basement
40
8
67 10
outside service stairscase
54
20
64 70
2750
9
7970
4450
8
7 4
55
60
85
5
2150
2250
3300
00
12
3
1- LOBBY 2- FAMILY KITCHEN 3- DIRTY KITCHEN 4- FAMILY LIVING 5- STAIR CASE LOBBY 6- FORMAL DINING 7- FORMAL LIVING 8- CIGAR BAR LEGEND 9- WASH ROOM STORAGE 1. 10Bridge and corridor 2. 11-POWDER Office ROOM 3. 12Pantry SECOND ENTRANCE 4. 13Bedroom 1 OFFICE LIBRARY/ 5. 14Bathroom GUEST LIVING 6. 15Bedroom GUEST2 BEDROOM 7. 16Bathroom DRIVER/ Dressing ROOM 8. 17Bedroom Storage3 9. Bathroom / Dressing AREA 480 SQ.M 10. TOTAL Master Bedroom LEGEND 11. His and Her Bathroom/dressing 12. Master 1. bedroom Bridge/ Living and corridor 13. Balcony 2. Office 3. Pantry 4. Bedroom 1 5. Bathroom 6. Bedroom 2 7. Bathroom / Dressing 8. Bedroom 3 9. Bathroom / Dressing 10. Master Bedroom 11. His and Her Bathroom/dressing 12. Master bedroom / Living 13. Balcony
3420
4
OPEN TO BELOW 2
15
6
5100
0
2850
5700
1 11
1750
85
10
11
10
2M SETBACK
7
1
64
70
60
20
00
12
8
art sculpture
54
55
A
7970
3950
7
67 10
14
OPEN TO BELOW
3950
40
0
5700
5
59
11
4450
10
6
2250
12
11 2M SETBACK
10
11
5750
9
2750
5M SETBACK
covered car park
2
3320
17
13
2850
6
3420
5M SETBACK
5
3300
2150
3320
4
2M SETBACK
PLOT LIMIT
5100
3
2
1750
1
B
5750
5M SETBACK
First Floor BUA: 380m ²
5
First Floor Layout
10M10M
5
PLOT LIMIT
B
First Floor
5
16
BUA: 380m ²
13
17
patio basement
8
10M
3
outside service stairscase
covered car park
2 11
Bird’s Eye View
6 12 7
14
A
5
art sculpture
1 1- LOBBY 2- FAMILY KITCHEN 3- DIRTY KITCHEN 4- FAMILY LIVING 5- STAIR CASE LOBBY 6- FORMAL DINING 7- FORMAL LIVING 8- CIGAR BAR 9- WASH ROOM 10- STORAGE 11-POWDER ROOM 12- SECOND ENTRANCE 13- LIBRARY/ OFFICE 14- GUEST LIVING 15- GUEST BEDROOM 16- DRIVER ROOM 17- Storage
4 15
B
TOTAL AREA
Ground Floor Layout
5
10M
480 SQ.M
Entrance View
18
EDUCATIONAL/ CAMPUS WORKS
A01
ARCHITECTURE UNIVERSITY EXTENSION Damascus, Syria
2011
Role:
Project Brief: This studio project aims to design an extension to our architecture university building, which should act as an activator to both the main building and the surrounding universities campuses. The program accommodates: exhibitions, auditorium, coffee shop, informal workshop spaces.
N
2
1
CURRENT CONTEXT
Full design and presentation
3
SEMI ENCLOSED COMMUNAL SPACE
2
DOMINANT MODULE
Design Key Concepts: - Interactive & thought provoking design, able to activate and engage campus students. - Respecting the main building massing and articulation, while representing it in a contemporary dynamic accent. - Double functional massing (amphitheaters), in order to promote outdoor activities. - Emphasize visual links to city panoramic views on north elevation. - Clear separation of program.
Section A-A
10
20M
Section B-B
10
20M
4
SMOOTH CONNECTION TO SURROUNDING
5
6
Back View MAIN AXES TO ACTIVATE
PANORAMIC VIEWS
19
10
20M
Ground Floor Layout
First Floor Layout
1st Basement Floor Layout
2nd Basement Floor Layout
EXHIBITIONS INFORMAL MEETINGS/ WORKSHOPS AUDITORIUM
CAMPUS NORTH ENTRANCE ENTRANCE TO EXHIBITION MASSING
INTERNAL ENTRANCE BACKYARD GARDEN ENTRANCE
Program Diagrams 01
Program Diagrams 02
Communal stepped amphitheaters to activate both the north axial (the back yard of the building) and the south axial (the front of the building which links it to other universities buildings)
20
University Front View/ North Panoramic Views
21
PUBLIC SPACE/ CULTURE
A02
SOCIAL HUB Damascus, Syria
2010 Plot Area
N
Rule:
27000 sq m
Full design and presentation
Project Brief This studio project aims to design an urban activator, within a residential neighborhood. Enhancing the scene of community and social interaction among the neighborhood residence as the main design goal. The program includes both cultural and sport facilities. Design Key Concepts: - Connecting the neighborhood urban fabric in one social communal space. - Interactive architecture, where people, landscape, architecture interact with each other (amphitheaters, central courtyard, constant visual connection between different facilities) - Human scale friendly design: reducing massing height by engaging the basement as an open floor plan, then creating smooth transition between massing and surrounding landscape. - Promote outdoor activity, creating indoor/ outdoor experience. - Health and well-being by promoting walking as an interesting dynamic activity.
01 BASIC ARRANGEMENT
OPEN BASEMENT
02
INTERNAL COURTYARD 03
BAR MASSING
04
VOIDS ARRANGEMENT 05
FINAL DESIGN IMPRESSION
First Floor Layout 25
09
Ground Floor Layout ENVIRONMENTAL STUDIES
06
VISUAL CONNECTION
07
ACCESS ROUTES
50M
08
25
50M
First Basement Floor Layout 25
50M
22
Section A-A
12.5
25M
Section B-B
12.5
25M
23
CULTURAL EDUCATIONAL HEALTH CLUB RESTAURANTS/ COFFEE SHOPS ADMINISTRATION
First Floor Perspective
Ground Floor Perspective
First Basement Perspective
Program Diagram 24
PUBLIC SPACE/ CULTURE
A03
GREEN COMMUNITY PLATFORM Damascus, Syria
N
2011
Plot Area: Role:
15000 sq m
Full design and presentation
Project Brief: This studio project aims to design an urban landscape platform. Enhancing the sustainable green infrastructure within dense city fabric was the main design goal. Design Approach: In such a high traffic noisy environment, a green platform should be physically protected from surrounding negative impacts. This protection is presented by creating four smooth transitional masses.
Ground Floor Layout
Design Keywords: - Urban refreshing platform able to promote activities and social life within an urban context. - Manipulating land topography, to achieve an interactive smooth indoor & outdoor spaces. - Highlighting a central point, which can be used for temporary pavilions and cultural performances. - Eco-friendly design.
First Floor Partial Layout 25
50M
LAND TYPOGRAPHY
WINTER NATURAL LIGHTING
SUMMER GLARE PROTECTION
HEATING PASSIVE AIR SYSTEM
COOLING PASSIVE AIR SYSTEM
WATER RESERVATION
RENEWABLE ENERGY
25
Section
25
50M
26
RETAIL/ OFFICES
A04
DOWNTOWN PLAZA Damascus, Syria
2011
Role:
Full design and presentation
Project Brief: The project aims to find and challenge an applicable solution for an urban issue occurring in the heart of Damascus city. A visual dis-figuration created by huge modern blocks is abusing a historical monument left alone in the middle of the new city fabric.
Extended Visual Space Human Scale Friendly Internal Shaded Spaces Urban Green Platforms
Design Approach: Highlighting this monument, by creating stacked human scale units that gradually set back away from it. Meanwhile, enhancing the location skyline and extending the green platform by stacking multiple green roofs.
BASIC ORGANIZATION
Articulation Study: Representing the adjacent old city urban fabric in a contemporary accent: - Inner courtyards - Shaded outdoor spaces - Human scale friendly - Compact design
The Monument original status within the old city fabric before urban sprawl
MONUMENT VIEW
N CURRENT SKYLINE
PROPOSED SKYLINE
MONUMENT SCALE/ MAXIMIZING GREEN PLATFORM
The Monument current status today within the modern city fabric
HUMAN SCALE SECTION STUDIES
LAYOUT STUDIES
27
Section A-A
21
42M
Section B-B
21
42M
28
STATIC
DYNAMIC
Dynamic Facade: Horizontal Movement
A
Fifth Floor Partial Layout Office Unites
Fifth Floor Partial Layout Office Unites
B
B
Dynamic Facade: Vertical Movement
A
Sun Shading/ Ventilation
Ground Floor Layout 21
42M
Fifth Floor Partial Layout Office Unites 29
30
LEEN KSEBATI SELECTED WORKS 2016