Architecture Portfolio_ Leen Ksebati_ 2022

Page 1

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


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