Omid arch. portfolio - Core by Omid Armanzad

O A Z

PORTFOLIO Om

id A rm an

Zad

, Ar

ch itec tura l Te ch no log ist

NOT FOR CONSTRUCTION

297 COLLEGE STREET

5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

"ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE ARCHITECT AND MUST BE RETURNED UPON REQUEST. PRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR WHOLE IS FORBIDDEN WITHOUT THE ARCHITECT'S WRITTEN PERMISSION."

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

RE-ISSUED FOR TENDER PACKAGE 02 / SI01 297 COLLEGE STREET

FEBRUARY 07,2014

297 COLLEGE STREET WEST TORONTO, ON

Date/time printed: 11/02/2014 3:32:41 PM

Drawn

Scale

BM, MK, MN Checked

Date

DECEMBER 2013

Title

COVER

Project No.

11-125

Drawing No.

A000

EXISTING BRICK BUILDING

REFER TO LANDSCAPE AND GRADING DRAWINGS

3m @ 7.5% DN

GARBAGE ROOM RETAIL 1A

STAIR-01 ELEVATOR NO. 1

FIREFIGHTER ELEVATOR NO. 2

LOBBY VESTIBULE

DASHED LINE INDICATES 16.3m UNOBSTRUCTED PATH FROM MAIN ENTRANCE TO CACF ROOM

LOBBY

CONDOMINIUM AND RETAIL ENTRANCE

DASHED LINE INDICATES 4.7m UNOBSTRUCTED PATH FROM SIAMESE CONNECTION TO MAIN ENTRANCE

EXISTING FIRE HYDRANT TO BE RELOCATED - REFER TO LANDSCAPE AND CIVIL DRAWINGS

C.A.C.F. ROOM

N73°15'00"E

MOVE-IN /GARBAGE ROOM

LOBBY VESTIBULE

SIAMESE CONNECTION

RESIDENTIAL BULK STORAGE

TYPE B

RETAIL SPACE 1B

GARBAGE ROOM RETAIL 1B

PROPERTY LINE

HATCH DENOTES A LEVEL (± 2%) CONCRETE PAD ABUTTING THE FRONT OF THE LOADING SPACE MADE OF MINIMUM 300mm REINFORCED CONCRETE

TYPE B/G

22.01m

ALL ACCESS DRIVEWAYS AND ALL OVERHEAD DOORS TO HAVE A MINIMUM 4.4 m OVERHEAD CLEARANCE

UP 100M

PROPERTY LINE

N16°26'50"W (MEAS)

(M EA S)

LOADING SPACE RETAIL 1B

27.43m

EXISTING CONCRETE CURB CUT (REFER TO SURVEY)

NOT FOR CONSTRUCTION 5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

13 .8 9m

3.76m

N6 6° 43 '30 "W

EXISTING TOWNHOUSE BUILDING

FIRE ACCESS ROUTE

31.17m

CRANE LOCATION

PROPERTY LINE

16.47m

STAIR-03

COLLEGE STREET

2000

GALLERY

PROPERTY LINE

EXISTING CONCRETE CURB CUT (REFER TO SURVEY)

N73°54'40"E (MEAS)

EXIT

LANEWAY

N16°27'40"W (MEAS)

5600 MINIMUM CLEARANCE UP

N73°09'25"E (MEAS)

EXIT EXIT

OXFORD STREET

GALLERY ENTRANCE

61.06m

1500

PROPERTY LINE EXIT

PARKING AND LOADING ENTRANCE

PROVIDE MIN. 4.4m CLEAR HEIGHT FOR TRUCK ROUTE SETBACK

GAS METER

APPROXIMATE CENTRE OF STREET

DATUM LINE FOR LIMITING DISTANCE

LI NE

24.39m

N16°06'00"W (MEAS)

PR OP ER TY

PROPERTY LINE N74°29'00"E

PROPERTY LINE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

EXISTING BUILDING

DASHED LINE INDICATES 41.8m UNOBSTRUCTED PATH FROM EXISTING FIRE HYDRANT TO SIAMESE CONNECTION

297 COLLEGE STREET 297 COLLEGE STREET WEST TORONTO, ON

CONSTRUCTION NORTH

EXISTING FIRE HYDRANT

Date/time printed: 11/02/2014 3:34:52 PM

Drawn

BM, MK, MN Checked

Scale

1 : 150 Date

DECEMBER 2013

Title

SITE PLAN

Project No.

11-125

Drawing No.

A103

---

A422

6900

8400

A618

300 300

2600

300

2100

2600

5420

5840

---

300

1100

500 TRANSFER SLAB

800

LOUVRE. REFER ALSO TO MECHANICAL

2600

300

2300

BM 600x1470

.2%

AD ( 99.775 )

50 S

LO PE

1.8 %

1200 1800

50 S 5.6%

5600

50 S 5.5%

200 CB -2HR

50 SLOPE 1.1% 190

100 SLOPE 3.3%

600

2550

LINE INDICATES UPSTAND BEAM (REFER TO STRUCTURAL DRAWINGS)

6000

200

+( 99.270 )

A507

6160

LOUVRE. REFER ALSO TO MECHANICAL

1000

300 300

6400 5800

N73°54'40"E (MEAS) 31.71m

3700

10 A613

1310

200 CB

1500

Date

500

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

1000

F 740

2300

1185

PROPERTY LINE

INTAKE

27.43m

N16°26'50"W (MEAS)

SL O

315

F.2

297 COLLEGE STREET

2. 7%

( 99.270 )+

735

297 COLLEGE STREET WEST TORONTO, ON

2690

1550

11475

Revisions

3400

50 SLOPE 4.0%

915

5900

OIL TANK AND CENTRAL GAS INTERCEPTOR COORDINATE WITH MECHANICAL DWGS

AD ( 99.170 ) LOUVRE. REFER ALSO TO MECHANICAL

AD ( 99.220 )

100 SLOPE 2.9%

No.

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

200 CB -2HR

SHAFT ACCESS PANEL

100 SLOPE 2.7%

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

300 CONC -1HR

EL 99.170

1500

OIL ROOM P1-08

( 99.825 )+

740

1160

890

600

( 99.270 )+

DP1-10

DP1-11

1000 1310

340

ELEVATOR NO. 4

200 CB

50 SLOPE 1.8%

1240

100 SLOPE 3.6%

500

( 99.270 )+

200 CB -2HR

50 SLOPE 1.8%

RIDGE ( 98.875 )

50 SLOPE 1.6%

100

200 CB -2HR

50 SLOPE 1.8%

AD ( 98.825 )

3350 BARRIER FREE PARKING SPACE WIDTH. TYPICAL.

500

3350

( 99.270 )+

+( 99.270 )

( 99.270 )+

200 CB -2HR

+( 99.270 )

F.5

( 99.270 )+

ELEVATOR MACHINE ROOM

AD ( 99.220 )

P1-10

SL O

74 0

2. 4%

LI NE

EL 99.220 50

CONSTRUCTION NORTH

13 .8 9m

P1-09

50 SLOPE 2.3%

2300

P1-11

300 CONC -2HR

ELEVATOR PIT NO.05

4810

50 SLOPE

EXHAUST

ELEVATOR PIT NO.06

200 CONC -2HR

300 CONC -2HR

4700

300

9900

N6 6° 43 '30 "W

50 SLOPE 2.0%

+( 99.270 )

4700

100 SLOPE 1.8%

300 CONC -2HR

(M EA S)

+( 98.875 )

DP1-12

E 1.9%

PR OP ER TY

100 SLOPE 1.9%

HATCHING INDICATES EXTENT OF COUNTERSLOPE

2570

200 CB -2HR

600

1000

+( 99.270 )

200 CB -2HR

PP 21

50 SLOPE 1.6%

100 SLOP

1200

200 CB -2HR 200 CB -2HR

200

( 98.875 )+

PP 24

AD ( 98.775 )

3850

5 4 3 2 1

A417

200 CB -2HR

234

200 CB -2HR

BM 600x1400

300

PP 23

P1-03 EL 99.825

2632

( 98.875 )+

STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE WRAPPED 1-HR.

600

DP1-04

45 00

ELEVATOR VESTIBULE

300 CONC -2HR

2440

100 SLOPE 3.5%

5360

1 A423

---

500

-2H R

---

FIREFIGHTER ELEVATOR NO. 3

200 CB -2HR

DP1-05

20 0C B

800

SLIDDING DOOR TO BE SPRINKLERED ON BOTH SIDES (REFER TO MECHANICAL DRAWINGS)

490

30.98mm @ 2.9% DN

RIDGE ( 99.775 )

BM 500x1470

BM 600x1470

E2 OP L 0S

BM 600x1470

150 CB -2HR DUCT (ALSO SEE MECHANICAL)

( 99.825 )+

LOUVRE. REFER ALSO TO MECHANICAL

300 300 1800

1200 DP PERIMETER BEAM

600 HIGH CONCRETE CURB C/W GALVANIZED RAIL @1100 HIGH. TYPICAL.

300 CAPITAL

1200

200 CB -2HR

HATCHED AREA INDICATES LEVEL AREA FEATHERED AS REQ'D.

2600

300 300 2600 2600 2000 600

500

SL OP E

600

NOT FOR CONSTRUCTION

300 CONC -2HR

6400

600

300 CONC -2HR

7800

6000

RIDGE ( 98.875 )

6000

2.5 %

300

INTAKE

200 CB -2HR

600

LOUVRE. REFER ALSO TO MECHANICAL

100 SLOPE 3.3%

2600

300 CONC -2HR

( 99.825 )+

200

800 200

2600

D.2

2600

2 A416

200 CB

300

12 29

2600

RIDGE ( 99.825 )

PP 13

RIDGE ( 99.825 )

2600 300

800

600

HATCHING INDICATES EXTENT OF COUNTERSLOPE

2600

PP 14

300

A425

2600

+( 99.825

2806

BM 600x1470

BM 600x1400

100 SLOPE 3.3%

2600

Drawn

1.9%

200 CB

200

1000

200300 CAPITAL

11600

300 CAPITAL

300

22.01m

2600

5600 BARRIER FREE PARKING SPACE DEPTH. TYPICAL

3.76m

2194

700

DP1-08

P1-05

LOUVRE. REFER ALSO TO MECHANICAL

1000

200 CB -2HR

PP 15

SHORING (NOT BY ARCHITECTURAL). COORDINATE WITH CONTRACTOR. REFER TO SHORING DRAWINGS.

410

200 CB -1.5HR

VESTIBULE STAIR-01 1710

200 CB -1.5HR

200 CB -2HR

LINE INDIATE UPSTAND BEAM (REFER TO STRUCTURAL DRAWINGS)

1010

2200

3810

200 CB -2HR

300

11.4m @ 4.8%

2100

1500

200 CB -2HR

+( 99.825 )

1100

200 CB -2HR

BM 600x1200

3600

1190

DP1-S01

300 300

A508

BM 600x1750

300

+( 98.875 ) 2300

PP 16

RIDGE ( 99.868 )

5% 1.

2600

PP 17 SMALL CAR

300

PP 12

N73°15'00"E

PP 19

( 98.875 )+

3400

LOUVRE. REFER ALSO TO MECHANICAL

O SL

PROPERTY LINE

PP 18 SMALL CAR

1050

---

+( 98.875 )

4700

700

3650

?? 5

HATCHING INDICATES EXTENT OF COUNTERSLOPE

A508

1000

( 99.825 )+

3600

BM 54001500x1400

4400 250 DROP

1645

200 CB -2HR

300

HATCHING INDICATES EXTENT OF COUNTERSLOPE

6015

AD ( 99.784 )

1 A415

PROPERTY LINE

A501

( 100.525 )+

200 CB -1.5HR 200 CB -2HR

50S 4.4% DN

6400

PP 20

300 300

+( 98.875

300

300 300

1340

50 S 3.4% DN

EL 100.525 DP1-09

6.89m @ 3.0% DN

600

150 CB -2HR

600

200 CB -2HR

700

( 98.875 )+

100 SLOPE 1.5%

1050

PP 11

6900

1570

580

LOUVRE. REFER ALSO TO MECHANICAL

505

HATCHING INDICATES EXTENT OF COUNTERSLOPE

6000

3650

PP 10

200 CB -1.5HR

RIDGE ( 98.875 )

PP 25

BM, MK, MN Checked

ET +( 98.875 )

( 98.875 )+ ( 99.270 )+

Scale

1 : 50 Date

DECEMBER 2013

Title

LEVEL P1 PLAN 740

740

PROPERTY LINE N74°29'00"E

Date/time printed: 11/02/2014 3:36:09 PM

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

OPEN TO BELOW

AD ( 98.775 )

200 CB

A421

PP 9

2600

1100

190

50 SLOPE 1.8%

P1-04

800

AD ( 100.475 )

200 CB -2HR

800

EL 100.525 3495

200

+( 100.525 )

200

200 CB -2HR

300 300

PP 26

PP 22

PATTERN DENOTES EXTENT OF ELECTRIC HEAT. PROVIDE 22 FURRING CHANNELS @600 O.C. @ U/S OF CONCRETE SLAB ABOVE TO FACILITATE INSTALLATION

LOUVRE. REFER ALSO TO MECHANICAL

ELECTRICAL ROOM

A501

4R UP

250 DROP

1700

SPRAYED FOAM RIGID INSULATION (RSI 1.75) TYPE 5

( 99.825 )+

+( 99.825 ) 8

P1-06

150 CB -2HR

3340

COMMUNICATION ROOM

540

200 CB -2HR

2800

HOISTWAY

3180

5930

50 SLOPE 2.5%

HOISTWAY

HATCHED AREA INDICATES LEVEL AREA FEATHERED AS REQ'D.

600

F.5

DENOTES DIRECTIONAL TRAFFIC SIGN

300 CONC -2HR

( 100.525 )+

300 CONC -2HR 2305

150 CB -2HR

2575

2035

LOUVRE. REFER ALSO TO MECHANICAL

300

100 SLOPE 1.5%

LOUVRE. REFER ALSO TO MECHANICAL

OPEN TO BELOW

1150

OPEN TO BELOW

A508

PP 27

250 DROP

DENOTES PEDESTRAIN AISLES PP 8

1000

200 CB -2HR

+( 100.525 )

600 HIGH CONCRETE CURB C/W GALVANIZED RAIL @1100 HIGH. TYPICAL.

200 CB -2HR

4895

STAIR-01 P1-S01

50 SLOPE 3.7%

200 CB -2HR

4600

200 CB -2HR

600 CONC

6000

200 CB -2HR 300 CAPITAL

300

200 CB -2HR

HOISTWAY

2160

10 R DN

LOUVRE. REFER ALSO TO MECHANICAL

740

1050

100 SLOPE 1.6%

RIDGE ( 100.075 )

DP1-07

1080

50S 2.3% DN

2445

50S 3% DN

3400

200 CB -2HR

1730

2810 110

DP1-S02

11 R UP

200 CB -2HR

300 CONC -2HR 5840 HOISTWAY

200 CB -2HR

2290

600 HIGH CONCRETE CURB C/W GALVANIZED RAIL @1100 HIGH. TYPICAL.

600

PATTERN DENOTES EXTENT OF SLOPED SLAB

( 100.075 )+

300 300

+( 100.075

A504

DP1-06

400

3650

6015

300 CONC -2HR

100

200 CB -2HR 500

PRESSURE DUCT REFER TO MECHANICAL DRAWINGS

OPEN TO BELOW

HATCHING INDICATES EXTENT OF COUNTERSLOPE

F.2

( 100.075 )+

2700

100 SLOPE 1.7%

300

D.2

500

---

EL 100.500

100 SLOPE 1.8%

2600

CEILING TYPE 1

300 300

PP 32

300

400

LEGEND: PROPERTY LINE

300 300

- CB -2HR 200

2400

PP 31

LOUVRE. REFER ALSO TO MECHANICAL

+( 98.875 )

P1-16 ( 100.075 )+

300

700

300 CONC -2HR

A504

890

300 CONC -2HR

1100

1465

200 CB -2HR

200

PP 30

800

1270

PP 29

PP 28 SMALL CAR

HATCHED AREA INDICATES LEVEL AREA FEATHERED AS REQ'D.

200 CB -2HR

4600

2600

CABLE PULL ROOM

A500

50 SLOPE 3.9%

100 SLOPE 2.3%

600

200 CB -2HR

700

TYPICAL CONVEX MIRROR (CM)

200 CB -2HR

2600

50 S 4.1%

200 CB -2HR

LOUVRE. REFER ALSO TO MECHANICAL

200 CB -2HR

600 600

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

AD ( 100.025 )

( 100.075 )+ BM 500x1400

---

4100

1000

2600

4270

300

( 98.325 )+

LOUVRE. REFER ALSO TO MECHANICAL

200 CB -2HR

50 SLOPE 1.8% 2600

15.8M @ 3.0% UP

600

OPEN TO BELOW

100 SLOPE 3.2%

LOUVRE. REFER ALSO TO MECHANICAL

50 SLOPE 1.8%

3600

DP1-02

800

BM 600x1400

200 CB -2HR

3650

1200

2065

2600

1355

2600

+( 98.375 )

1100

( 100.075 )+

PP 7

+( 100.075 )

100 SLOPE 3.1%

A618

357

CEILING TYPE 2 2-HR

2600 6200

RIDGE ( 98.325 )

1000

AD ( 98.675

+( 100.075 )

300

3m @ 7.5% UP

16m @ 15.0% UP

35.6m @ 3.4% DN

300

+( 98.325 )

MAIN ELECTRICAL ROOM

AD ( 100.075 )

PP 6

300

P1-12

PP 5

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

( 100.075 )+

2600

200 CB -3HR

6000

100 SLOP E 2.3%

PP 4

GEODETIC TOP OF STRUCTURAL SLAB BELOW

CEILING TYPE 2 - 2HR

A504

350 CONC

2600

PP 3

+( 100.075 )

WATER METER ROOM ( 100.050 )+

2400

100 SLOPE 3.1%

100 SLOPE 3.3%

2760

300

300 CAPITAL

600

5800

300 600

PP 2

50 SLOPE 1.2%

AD ( 100.025 )

+( 100.075 )

HATCHED AREA INDICATES LEVEL AREA FEATHERED AS REQ'D.

200 CB -2HR

865

400

50 SLOPE 1.7%

+ (104.500)

AD ( 99.975 )

DP1-13

100 SLOPE 3.9%

PP 1

250 DROP

+( 98.775 )

740

1200

10 R

9R UP

200 CB -2HR

RIDGE ( 98.325 )

200 CB -3HR

( 98.325 )+

LOUVRE. REFER ALSO TO MECHANICAL

AD ( 100.025 )

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

P1-02

200

200 CB -3HR

1945 1930

AD ( 98.225 )

---

910

50 SLOPE 2.1%

16.47m PROPERTY LINE

6400

100 SLOPE 3.3%

200 CB -3HR

3700

PP 35 300

AD ( 98.275 )

PP 34

7200

DP1-14

50 SLOPE 2.1%

50 SLOPE 2.3%

BM 1000x1400

LOUVRE. REFER ALSO TO MECHANICAL

200 CB -3HR

990

300

1100

50 SLOPE 2.1%

+( 98.325 )

A503

50 SLOPE 2.3%

HIDDING LINE INDICATES GAS ALCOVE ABOVE

600 CM

+( 100.075 )

+ 104.500

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

200 CB -2HR

( 100.050 )+

50 S 4.1%

AD ( 100.025 )

5200

( 98.325 )+ 300 CONC -2HR

100 SLOPE 3.3%

350 CONC

N73°09'25"E (MEAS)

50 SLOPE 2.0%

400

DP1-S04

2600

OPEN TO BELOW

PP 33

200 CB -2HR

+( 98.325 )

( 98.325 )+

300

RIDGE ( 100.075 )

1935

+( 98.325 )

255

300

200 CB -3HR

EL 98.325

DP1-S03

300 300

200

RIDGE ( 98.325 )

EL 98.325

2600

6000

( 98.325 )+

P1-S03

300 CAPITAL

+( 98.325

STAIR-03

P1-15

300 300

1000

200 CB -3HR

2485

200 CB -3HR

1795

VESTIBULE STAIR-03 DP1-16

700

1315

200 CB -2HR

390

100 SLOPE 4.4%

410

2600 TYPICAL PARKING SPACE WIDTH

200 CB -2HR

390 250 DROP

190 400

1600

AD ( 98.225 )

1200

200

200 CB -3HR

HATCHED AREA INDICATES LEVEL AREA FEATHERED AS REQ'D.

DP1-17

200 CB -2HR

CEILING TYPE 2 - 2HR

100 SLOPE 3.6%

300 300

3600

1180

LOUVRE. REFER ALSO TO MECHANICAL

( 100.075 )+

+( 100.075 )

( 100.075 )+

600

1000

100 SLOPE 1.9%

---

300

200 CB -2HR

4494

DUCT (ALSO SEE MECHANICAL)

+( 100.075 )

EXHAUST 1410

EL 104.500

200

4559

5600

350 CONC

EL 98.225

300 CONC -2HR

P1-13

715

200 CB -2HR

TRANSFORMER VAULT ROOM

100 SLOPE 4.4%

LOUVRE. REFER ALSO TO MECHANICAL

1845

200 CB -3HR

2240

NOTES: 1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

350 CONC

RIDGE ( 100.775 )

PRESSURE DUCT REFER TO MECHANICAL DRAWINGS 200 CB -2HR

+( 98.325 )

200 CB -3HR

+( 98.325 )

5000

N16°27'40"W (MEAS)

7% 50 SLOPE 1.

400 CONC

200

( 98.325 )+

5600 TYPICAL PARKING SPACE DEPTH

AD ( 98.225 )

8400

61.06m

---

600

300 CONC -2HR

19.9%

+( 98.325 )

DP1-15

100 SLOPE 2.7%

P1-14

400 CONC

( 98.325 )+ 200 CB -2HR

19.9%

400 CONC

A422

8400

PROPERTY LINE

200

740

INTAKE 100 SLOPE 2.7%

8400

---

+( 98.325 )

A613

---

740

---

8400

1800

3600

A425

DP1-01

5000

200 CONC -2HR

---

200 CB -2HR

SHORING (NOT BY ARCHITECTURAL). COORDINATE WITH CONTRACTOR. REFER TO SHORING DRAWINGS.

RIDGE ( 100.550 )

---

PROPERTY LINE

5000

24.39m 6900 N16°06'00"W (MEAS)

8400

5000

Project No.

11-125

Drawing No.

A202

---

5000

A422

A601

A424

A401

A600

A424

8400

A618

8400

---

DASHED LINE INDICATES CANOPY ABOVE

A601

390

EW3

3250

720

EL 105.143

D01-28 LINE INDICATES 150 CURB

D01-S01

1100

240 CB -2HR

WINDOW SPRINKLERS REFER ALSO TO MECHANICAL

EXIT STAIR-01 21 R UP

DASHED LINE INDICATES W11 ASSEMBLY ALONG LOUVRE / SIGNAGE BAND

DASHED LINES INDICATE WORK PART OF TENANT FITOUT

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

2950

LEGEND:

D01-22

15 CEILING TYPE 1 6400 SHELF W/ WASTE BIN BELOW

14 ROWS MAILBOXES

300

7697

404

1828

1500

5800

5000

N73°54'40"E (MEAS)

A401

2 400

3700

39800

A600

01-07

LOBBY VESTIBULE

DASHED LINES INDICATE WORK PART OF TENANT FITOUT

4100

+( 103.230 ) 100 SLOPE 6.0%

( 103.230 )+

1347

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

( 103.230 )+

+( 103.230 )

240 CB -2HR

27.43m

N16°26'50"W (MEAS)

240 CB -2HR

EW2

2300

200 CB -2HR

240 CB -2HR

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

A417

240 CB -2HR

A507

ELEVATOR NO. 4

5 4 3 2 1

100 SLOPE 4.5%

100

100 SLOPE 4.5%

EW9

01-09

218.9 SM 2355.9 SF

FIREFIGHTER ELEVATOR NO. 3 6400

ESCALATOR

200 CB -2HR

01-20

A507

D01-10

NOT FOR CONSTRUCTION

RETAIL SPACE 1B

11.1 SM 119.6 SF

1500

200 CB -2HR D01-05

DUCT (ALSO SEE MECHANICAL) 1800

75 DEPRESSION DRY PACK AS REQUIRED TO ACHIEVE PROPER FINISHED ELEVATION

( 104.500 )+

EW3

W3 200 CB -2HR W3

200 CB -2HR

( 104.500 )+

2 A424

INTAKE

200 CB -2HR

190

D.2

2 A416

200 CB -2HR W3

PROPERTY LINE

EW3

200 CB -2HR 125

AD ( 104.500 INTAKE

100 SLOPE 2.3%

-2 HR CB

.3% E2 OP L S 100

SL O PE

297 COLLEGE STREET WEST TORONTO, ON

3400

EW 3

900

200 CB -2HR

100 SLOPE 3.5%

E 2.3%

297 COLLEGE STREET

LINE INDICATES FOUNDATION WALL BELOW

100 SLOPE 2.1%

100 SL OP

3. 5%

F.5

200 CB -2HR

(M EA S)

200 CB -2HR

A600

01-11

200 CB -2HR

F.2

A600

LOADING SPACE RETAIL 1B

A507

24 0

2.9%

N6 6° 43 '30 "W

5 A504

ELEVATOR NO. 5

LI NE

ELEVATOR NO. 6

200 CB -2HR

PR OP ER TY

AD ( 104.500

UP 6R

100 SLOPE 3.4%

1311

100 SLOPE DN 4.7%

200 CB -2HR

13 .8 9m

-2 HR

2200

24 0

1100

CONSTRUCTION NORTH

2 Drawn A400

BM, MK, MN Checked

STAIR-07

240 CB -2HR

PROPERTY LINE

5000

240 CB -2HR

24.39m 6900 N16°06'00"W (MEAS)

8400

Scale

1 : 50 Date

DECEMBER 2013

Title

LEVEL 1 PLAN

200 CB

D01-S07

4700

A504

EW3

150 CB -2HR

EW3

10 0

01-S07

4 A600

2858

15.4 SM 166.1 SF

50 S 2.4%

2763

100 SLOPE 3.7%

31.71m

RECESSED DRAINAGE MAT

AD ( 103.130 )

INTAKE

PROPERTY LINE D01-29

D01-14

2400

1915

400

D01-03

200 CB W2 W3

3219

W3 200 CB -2HR

D01-02

514 420 100

300

D01-27

01-04

SHELF

MAILROOM

200 CB -2HR

2200

W7 -1HR

D01-08

EL 104.500

D01-12

A600

D01-06

D01-S08

200 CB -2HR

2285

340

01-13 2110

200 CB -2HR

50 S 2.8% DN RESIDENTIAL BULK STORAGE

150 CB -2HR

EL 104.450

200 CB -2HR

( 104.500 )+

200 CB -2HR

D01-13

W3 200 CB -2HR

+( 104.500 )

200 CB -2HR

100 SLOPE 1.1%

200 CB -2HR

19 ROWS MAILBOXES

W7 -1HR

200 CB -2HR

195

100 SLOPE 6.1%

2430

01-05

EL 106.000

01-S04

W7 -1HR

R 80 0

A411

1637

1 A415

1581

50 S 4.2% DN

50 S 3.3% DN

190

200 CB -2HR

2.01m @ 4.5% UP

A600---

C.A.C.F. ROOM

STAIR-04

VESTIBULE NO.02

10 -

W7 -1HR

200 CB -2HR

W7 -1HR

3548

1990

50 S 2.8% DN

1320

50 S 5.4%

D01-15

AD ( 104.450 )

W3 200 CB -2HR

110

1491

ARCHWAY

---

D01-07

D01-18

1165 1550

3810

50 S 5.4%

200 CB -2HR

705

8290

17.4 SM 1900 186.8 SF

330

1329

3 A424

131

550

960

1843

PATTERN DENOTES HEATED PLENUM

200 CB -2HR

300

1712

518

3090

D01-04

1716

100

A504

( 104.500 )+

AD ( 104.450 )

+( 104.500 )

D01-01

8050

1929

100 SLOPE 2.6%

REMOVABLE GALVANIZED TUBE STEEL GUARDRAIL

2300

240 CB -2HR

100 SLOPE 1.7%

A411

75 DEPRESSION DRY PACK AS REQUIRED TO ACHIEVE PROPER FINISHED ELEVATION

W7 -1HR

4575

3205

635

D01-16

200 CB -2HR

+( 104.500 )

190

50 S 2.4%

4146

3420

EL 104.450

200 CB -2HR

50S 4.2% DN

1166

100 SLOPE 2.6%

N73°15'00"E 22.01m

---

LOADING PLATFORM

7800

1340

550

125

VESTIBULE NO.01

EL 104.450

RIDGE ( 104.500 ) +( 104.500 )

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

01-02

CONCIERGE DESK COORDINATE WITH I.D. DRAWINGS

W7 -1HR

2115

1925

100 S 6.5%

2110 1500

2600

DASHED LINE INDCATES EDGE OF SLAB ABOVE

20.6 SM ( 104.500 )+ 221.7 SF

50 S 3.7% DN

01-12

110

LOBBY

LEVEL 1 MEZZANINE ABOVE

ELEVATING DOCK TO BE INSTALLED AS PER SPECIFICATIONS.

50 S 3.7% DN

C 5

1 RECESSED DRAINAGE MAT

2621

300

3245

+( 104.500 )

2600

200 CB -2HR W2

200 CB -2HR HOISTWAY

1315

2160

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

A600

LOBBY VESTIBULE

960

( 103.200 )+

+( 104.500 ) 200 CB -2HR

W11 -1HR

200 CB -2HR W3 W3

W9 -2HR

4257

200 CB -2HR

8R UP

2390

W2 W11 -1HR

1600

200 CB -2HR

D01-S04

50 S 2.9% DN

100 SLOPE 1.5%

01-06

100 S 6.5%

+( 103.200 ) 200 CB -2HR

240 CB -2HR

300

600 TRANSFER SLAB OVER HEAD DOOR

240 CB -2HR

COUNTER STORAGE CABINETS COORDINATE WITH I.D. DRAWINGS

A508

A507

2110

2035

W11 -1HR

01-01

658

AD ( 104.450 )

( 103.200 )+

AD ( 103.150 ) 100 S 4.2% 100 S 4.2% ?

2300

200 CB -2HR

725 790

100 SLOPE 2.4%

100 SLOPE 2.6%

+( 103.200 )

D01-11

PROPERTY LINE N74°29'00"E

MOVE-IN /GARBAGE ROOM

LIFT CONTROL AREA

D01-17

---

2300

200 CB -2HR

HOISTWAY

01-14

210

4700

200 CB -2HR

EL 106.000

W9 -2HR

200 CB -2HR

A508

100 SLOPE 1.7%

200 CB -2HR

( 104.500 )+

LIFT CONTROL ROOM.GALVANIZED METAL FENCE C/W MAN DOOR

F.5

10 R

---

FIREFIGHTER ELEVATOR NO.2

DASHED LINE DENOTES 8m x 7.5m AREA WITH A MINIMUM 6.1 MINIMUM VERTICAL CLEARANCE REQUIREMENT.

8400

100 S LOPE

ELEVATOR NO.1

100 SLOPE 2.5%

6900

F.2

STAIR-01

CEILING TYPE 4 (REFER ALSO TO INTERIOR DESIGN DRAWINGS)

380

W2 FEATURE WALL COORDINATE WITH I.D. DRAWINGS

2045

01-S01

WASTE LIFT ELEVATOR

1200

200 CB -2HR

HOISTWAY

2800

50 S 2.8% DN AD ( 104.450 )

2800

50 S 2.8% DN

27.8 SM 298.8 SF

AD ( 103.300

EXHAUST

50 S 3.6% DN

OVERHEAD DOOR

3430

4117

100 SLOPE 2.5%

EL 104.450

1250

DUCT COORD. WITH MECHANICAL DWGS

200 CB -2HR

( 104.500 )+

200 CB -2HR

RIDGE ( 104.500 ) ( 104.500 )+

GARBAGE ROOM RETAIL 1B

A425

A505

A500

A508

HOISTWAY

+( 104.500 ) +( 104.500 )

3750 300

5840

200 CONC -2HR

AD ( 103.300

100 SLOPE 1.7%

6715

8R UP 200 CB -2HR

GARBAGE ROOM RETAIL 1A

200 CB -2HR

1685

50 S 1.9%

01-15

CEMENT BOARD ON 64 STUDS SEMI-RIGID INSULATION VAPOUR PERMEABLE MEMBRANE

1700

50 S 3.9%

D01-19

200 CB -2HR

50 S 1.7%

110

4865

( 104.500 )+

AD ( 104.450 )

50 S 3.1% DN

7000

240 CB -2HR

200 CB -2HR

+( 104.500 )

D01-20

200 CB -2HR

DASHED LINE DENOTES A LEVEL (± 2%) CONCRETE PAD ABUTTING THE FRONT OF THE LOADING SPACE MADE OF MINIMUM 300mm REINFORCED CONCRETE

EXISTING TOWNHOUSE

1180

D01-19

50 S 3.8%

390

820

1475

200 CB -2HR

560

AD ( 103.300

100 SLOPE 1.6%

DUCT (ALSO SEE MECHANICAL)

---

W3 OPEN TO BELOW

265

STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE WRAPPED 1-HR.

100 SLOPE 1.7%

3830

EL 104.500

A504

A423

1100

01-17

200 CB -2HR

300

5425

CEILING TYPE 2 - 2HR

200 CB -2HR

01-S06

1500 CONCRETE CURB. REFER TO STRUCTUTRAL DRAWINGS

510

200 CB -2HR

1400

VESTIBULE STAIR 05 & 06

STAIR-06

200 CB

3840

1100

A421

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

1300

EDGE OF SLAB ABOVE

LINE INDICATES UPSTAND BEAM BELOW. REFER TO STRUCTURAL DRAWINGS.

A502

CEILING TYPE 2 2-HR

399.6 SM 4301.5 SF

3060

A504

1085

160

200 CB -2HR

490

7910

200 CB -2HR

2250 ? 3012

200 CB -2HR GWB ON 64 STUDS SEMI-RIGID INSULATION VAPOUR PERMEABLE MEMBRANE

D01-S06

RIDGE ( 103.400 ) 3m @ 7.5% DN

6263

100 SLOPE 2.0%

CEMENT BOARD ON 64 STUDS SEMI-RIGID INSULATION VAPOUR PERMEABLE MEMBRANE

200 CB -2HR

D.2

240 CB -2HR

RETAIL SPACE 1A

PROPERTY LINE

200 CB -2HR

EW3

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

A503

---

PROPERTY LINE

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

01-16

3.76m

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

75 DEPRESSION DRY PACK AS REQUIRED TO ACHIEVE PROPER FINISHED ELEVATION

GWB ON 64 STUDS SEMI-RIGID INSULATION VAPOUR PERMEABLE MEMBRANE

CEMENT BOARD ON 64 STUDS SEMI-RIGID INSULATION VAPOUR PERMEABLE MEMBRANE

100 SLOPE 1.6%

A400

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

A424

100 SLOPE 2.0%

PROPERTY LINE 5800

GEODETIC TOP OF STRUCTURAL SLAB BELOW

EL 104.500

2950

100 SLOPE 2.0%

3700

+ (104.500)

01-21

6400

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

200 CB -2HR

W9 -2HR

1520

100 SLOPE 2.0%

240 CB -2HR

EW3

16.47m

N73°09'25"E (MEAS)

HR 240 CB -2

MECHANICAL ROOM

240 CB -2HR

9378

3400

+ 104.500

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

DASHED LINE INDICATES CANOPY ABOVE

D01-21

Date/time printed: 11/02/2014 3:36:33 PM

A600

A500 100 SLOPE 2.0%

EL 104.500

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

EL 103.400 -

DASHED LINE INDICATES BUILDING ABOVE

3620

6004

6400

( 103.400 )+

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

3660

39.6 SM 426.0 SF

1500 CONCRETE CURB. REFER TO STRUCTUTRAL DRAWINGS

NOTES: 3

---

1290

GWB ON 64 STUDS SEMI-RIGID INSULATION VAPOUR PERMEABLE MEMBRANE

DUCT (ALSO SEE MECHANICAL)

W9 -2HR

D01-S02

1550 -

B 01-21

5000

N16°27'40"W (MEAS)

01-19

200 CB -2HR

W9 -2HR

01-S05

210

200 CB -2HR

MECHANICAL ROOM

8400

61.06m

---

GAS METER ALCOVE

200 CB -2HR

1710

SECTIONAL OVERHEAD ALUMINUM DOOR C/W MAN DOOR

A600

---

1540

1638

D01-24

200 CB -2HR

200 CB

W9 -2HR

390

VAULT EXHAUST

820

200 CB

7500

1015 D01-30

A600

STAIR-05

1135

3520

512

200 CB -2HR

5580

REFER TO LANDSCAPE AND GRADING DRAWINGS

240 CB -2HR

21 R UP

200 CB -2HR

EXIT STAIR-02

DASHED LINE INDICATES W11 ASSEMBLY ALONG LOUVRE / SIGNAGE BAND

450 130

240 CB -2HR 240 CB -2HR

---

690

D01-S05

D01-23

01-18

200 CB -2HR

3500

GALLERY

200 CB -2HR

EW3

240 CB -2HR

A601

5600

EXHAUST

STAIR-03 01-S03

240 CB -2HR

A601

EW3

2525

A422

D01-25

240 CB -2HR

---

400

D01-S03

DASHED LINE INDICATES BUILDING ABOVE

58900

A424 8400

PROPERTY LINE

5600

A425

REFER TO LANDSCAPE AND GRADING DRAWINGS

GALVANIZED STEEL GRATE. DESIGNED FOR HEAVY TRAFFIC 6900

240 CB -2HR

EW3

8400

5000

Project No.

11-125

Drawing No.

A203

-----

---

A425

A401

A424

PROPERTY LINE

61.06m

NOTES:

---

N16°27'40"W (MEAS) 1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

---

--820

1625

2375

600

2300

800

625

456

3119

900

1410

1290

1600

3200

400

800

600

3200

2000

CANOPY

800

4220

CANOPY

4119

EW3

240 CB -2HR

EW3

50 SLOPE 0.9%

240 CB -2HR

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

EW8

9 W3

A601

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

CURTAIN WALL BAOVE

300 CONC -2HR

W3 W3

GEODETIC TOP OF STRUCTURAL SLAB BELOW

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

LINE INDICATES CANOPY BELOW

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE WRAPPED 1-HR.

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

HILLC (ORZ)

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

EL 111.875

B 300 CONC -2HR

AD ( 110.350 ) 50 SLOPE 4.9%

+ (104.500)

240 CB -2HR

EL 110.350

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

W20 -1HR W3

W20 -1HR

240 CB -2HR BM 400x600

STAIR-03

300 CONC -2HR

W3200 CB -1.5HR

---

240 CB -2HR

W20 -1HR

02-S03 200 CB -2HR

W20 -1HR W3

D02-S03

240 CB -2HR

EW3

300 CONC -2HR

D02-S06

02-03

W20 -1HR

W3 200 CB -1.5HR

---

W3 240 CB -2HR

VESTIBULE STAIR-03

( 110.399 )+

W20 -1HR

W20 -1HR BM 1400x1500

W20 -1HR

+( 110.400 )

+ 104.500

240

EW9

EL 104.500

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

50 SLOPE 4.8%

6 N73°09'25"E (MEAS)

A503

LEGEND:

1 A424

PROPERTY LINE

16.47m

50 SLOPE 0.9%

---

CEILING TYPE 1

CEILING TYPE 2 2-HR

PROPERTY LINE

A421

DASHED LINE INDACATES SLAB ABOVE

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE) 1510

5120

300

2673

1842

1625

CEILING TYPE 4 (REFER ALSO TO INTERIOR DESIGN DRAWINGS)

200 CB -2HR W3

300 CONC -2HR

N73°54'40"E (MEAS)

288

2515

2235

A411

RETAIL SPACE

02-04

AD ( 110.350 ) 50 SLOPE 4.8%

EL 110.350

50 SLOPE 0.9%

--? DASHED LINES INDICATE WORK PART OF TENANT FITOUT ?

BM 2000x1500

A400

A401

3093

3 A424

31.71m

W9 -2HR

200 CB -1.5HR

PATTERN DENOTES HEATED PLENUM

---

W3 300 CONC -2HR

PROPERTY LINE

1955

02-01

200 CB -1.5HR

VESTIBULE STAIR-01

1530

200 CB -2HR

W3 1475

5840

D02-S04

1290

300 CONC -2HR

200 CB -1.5HR

50 SLOPE 0.9%

EL 111.875

OPEN TO BELOW

D02-S01

16 UP

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

W9 -2HR

EL 110.350

1100

300 CONC -2HR

240 CB -2HR

3000

W9 -2HR

STAIR-01

2160

16 DN

300 CONC -2HR

02-S01 200 CB -2HR

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

300 CONC -2HR

200 CB -2HR

W9 -2HR

50 SLOPE 4.9%

390

300 CONC -2HR

990

W9 -2HR

RIDGE ( 110.400 ) ( 110.400 )+ +( 110.400 ) +( 110.400 ) ( 110.400 )+

W9 -2HR

? 4849

EW8 EW8

D.2

300 CONC -2HR W3

2620

200 CB -2HR

W3 9346

FIREFIGHTER ELEVATOR NO. 3

300 CONC -2HR

A507 GUARDRAIL AT PERMIETER OF OPENING. EXTRUDED ALUMINIUM FRAME WITH GLAZING .

5400

3618

50 SLOPE 1.1%

PROPERTY LINE

240 CB -2HR

2400

200 CB -2HR

22.01m

300 CONC -2HR

11 ESCALATOR

NOT FOR CONSTRUCTION

---

2 A424

500

( 110.400 )+

N73°15'00"E

( 110.400 )+

+( 110.400 )

3000

2195

+( 110.400 )

D.2

240 CB -2HR

2 A416

1 A423

AD ( 110.350 )

HATCHING INDICATES EXTENT OF FLOATING SLAB COMPLETE WITH SNOW MELTING CABLES. REFER TO MEP DRAWINGS. ALSO REFER TO LANDSCAPE DRAWINGS.

50 SLOPE 4.9%

50 SLOPE 4.8%

1 -

Revisions

Date

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

300 CONC -2HR

350 CONC

W3240 CB -2HR

240 CB -2HR

F EW9

240 CB -2HR

200 CB -2HR

H.S.

27.43m

EW3

EW2

N16°26'50"W (MEAS)

200 CB -2HR

F.2

( 110.400 )+

H.S.

297 COLLEGE STREET

24 0

-2 HR

300 CONC -2HR

REFER TO SECTION FOR REQUIRED DIMENSIONS

297 COLLEGE STREET WEST TORONTO, ON

50 SLOPE 1.7%

No.

240 CB -2HR

W3 D02-S02

EL 110.350

( 110.400 )+

+( 110.400 ) +( 110.400 )

PROPERTY LINE 02-S02

F.2

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

300 CONC -2HR

STAIR-02

A425

ELEVATOR NO. 4

W3 W3

200 CB -2HR

A502

200 CB -2HR

50 SLOPE 1.1%

300 CONC -2HR

02-02

3112 A507

Sim

200 CB -2HR

VESTIBULE STAIR-02

200 CB -1.5HR

D02-S05

200 CB -1.5HR

2763

H.S.

200 CB -2HR

OPEN TO BELOW 790

200 CB -1.5HR

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

A417

---

EXISTING TOWNHOUSE

5 4 3 2 1

AD ( 110.350 ) 50 SLOPE 4.8%

8120

F.5

50 SLOPE 4.9%

EL 111.875 300 CONC -2HR

F.5

A504

50 SLOPE 1.7%

200

200 CB -2HR

3810

13 .8 9m

CONSTRUCTION NORTH

LI NE

PR OP ER TY

W 3

300 CONC -2HR

240 CB -2HR

ELEVATOR NO. 5

2 Drawn A400

MK, MN, BM Checked

-2 HR

3.76m

G EW 3

24 0

PROPERTY LINE N74°29'00"E

Date/time printed: 11/02/2014 3:37:12 PM

EXHAUST

EW3

GALVANIZED STEEL GRATE. DESIGNED FOR HEAVY TRAFFIC

ELEVATOR NO. 6

4550

( 110.400 )+

200 CONC -2HR

+( 110.400 )

300 CONC -2HR

H.S.

N6 6° 43 '30 "W

3810

200 CB -2HR

(M EA S)

200 CB -2HR

1 : 50 Date

DECEMBER 2013

Title

LEVEL 2 PLAN

300 CONC -2HR 240 CB -2HR

Scale

W3 240 CB -2HR

240 CB -2HR

240 CB -2HR EW3

PROPERTY LINE

24.39m

N16°06'00"W (MEAS)

EW3

Project No.

11-125

Drawing No.

A205

--4

---

8 5000

6900

8400

A424

8400

5 8400

PROPERTY LINE

790

5600 522 390 810

AcW4

1595

1590

AcW3

330

AcW3 205

235

AcW3

680

AcW3

AcW3 610

AcW3

810

610

590

1300

100 SLOPE 7.7% 300 CONC -2HR

1200

AcW3

300 CONC -2HR

W6 W3

AcW4

2010

JULIET BALCONY

2810

AcW3

1190

223

307

610

1035

2010

5800 30205

610

980

AcW4

AcW3

1354

590

M. BEDROOM AcW4

790

500

250

205

PROPERTY LINE

27.43m

1210

1500

AcW8

1190

610 990

230

6400

2010

JULIET BALCONY

1053

AcW3 AcW4

285

AcW3 800

800

390

750

AcW3

625

AcW3 980

965

2440

M.BEDROOM

610 390

1545

BEDROOM

1270

LIVING/DINING 68.5 SM 737.1 SF

3196

KITCHEN

No.

Revisions

Date

EW1

AcW3

680

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

EW1

N16°26'50"W (MEAS)

IN TAKE 22783

F.2

AD ( 115.950 ) 100 SLOPE 8.7%

297 COLLEGE STREET GALVANIZED STEEL GRATE. DESIGNED FOR HEAVY TRAFFIC

297 COLLEGE STREET WEST TORONTO, ON

1120

608

A612

300 CONC -2HR

390

F.5

+( 116.050 )

3.76m

100 SLOPE 2.0%

OUTDOOR AMENITY TERRACE

1405

2015

7 A611

100 SLOPE 7.4%

100 SLOPE 2.5% [No Slope]

390

Sim 4

100 SLOPE 5.8%

A601

10 0

(M EA S)

CONSTRUCTION NORTH

383 3200

7800 (HORIZONTAL DIMENSION)

22783

SL O PE

7. 2%

4700

100 SLOPE 4.1% 100 SLOPE 5.3%

19375

RIDGE ( 116.050 )

100 SLOPE 2.8%

100 SLOPE 3.7%

100 SLOPE 2.6% [No Slope]

A611

605

DASHED LINE [No Slope] INDICATES BALCONY ABOVE

100 SLOPE 3.7%

1625

RIDGE ( 116.050 )

100 SLOPE 4.1%

4500

1390

N6 6° 43 '30 "W

1985

A611

13 .8 9m

21590

2010

LI NE

1190

PR OP ER TY

610

100 SLOPE 4.3%

1590

+( 116.050 ) +( 116.050 )

+( 116.050 )+( 116.050 )

SL OP E2 .9%

1815

+( 116.050 )

2 Drawn A400

10 0

1390

[No Slope]

+( 116.050 )

EW1

RIDGE ( 116.050 )

+( 116.050 )

100 SLOPE 4.1%

RIDGE ( 116.050 )

+( 116.050 )

100 SLOPE 3.6%

400

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

610

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

1030

AcW4

UNIT 316

1270

1025 915

AcW3

230

958

1698

1525

5 4 3 2 1 A417

BEDROOM

NOT FOR CONSTRUCTION

685

AcW4 AcW3

AcW3

W4 471

DEN

750

AcW4

1613

982

1740

AcW4

625

AcW3

AcW8 EP 205

KITCHEN

1270

AcW3

2035

AcW4

380 W3 1282

AcW4

LIVING/DINING 915

680

AcW4

AcW3

AcW6

AcW3 750

1150

AcW3

710 1270

61.3 SM 659.7 SF

AcW3

775

PRIVATE TERRACE

1472

AcW3

UNIT 317

UP 1R

67.1 SM 722.7 SF LIVING/DINING

W15 -1HR

AcW3

W15 -1HR

D.2

3755

AcW8

610 205

AcW3

UNIT 315

W15 -1HR

1525

1305

A416

BEDROOM

3078

W15 -1HR

AcW3

AcW3 285

915

W1 W15 -1HR

D03-SD

AcW4

3100

1150

ENTRY

1385

BEDROOM

W4 955

990

1130

ENTRY

732

725

W4 870

300

505

W7 -1HR

350

W6 CT

1976

1245

1065

1005

D03-SD

805

AcW6

AcW8

1040

ENTRY

W6 EP

DIVIDER SCREEN

+( 116.050 )

A401

610

750

AcW3

3700

205

810

1525

915 2060

610

AcW4

655

AcW4

AcW3

AcW6

1595

W7 -1HR

KITCHEN

W1 W3

A415

1190

230

112 610

AcW3

655

215

230

W15 -1HR

590

31.71m PROPERTY LINE

AcW4

1525

AcW4

AcW8

810

CT W6

695 285

270

AcW3

AcW4

1525

M. BEDROOM

AcW4

590

N73°54'40"E (MEAS) JULIET BALCONY

1633

AcW3 955

W7 -1HR

750

3400

03-S02

6400

1190

985

AcW4 AcW4 1058 680

W7 -1HR

W7 -1HR W7 -1HR

3385 2115 2897

W17 -2 HR 151

270

610

1220 285 1595

858 1765 2795 2400 2330

W17 -2 HR AcW4

AcW3 970

70 AcW3

AcW3

AcW4

1270

W15 -1HR

1000

100 SLOPE 3.4%

1200

1530

STAIR-02

100 SLOPE 5.7%

1240

D03-S03

03-08

2620

2300

2915

AcW3

600

200 CB -2HR

AcW3

AcW4

1195

1800 1122

1200

205

710

W15

AcW3

D03-SD

11330

3226

530

AcW3

D03-04B

AcW3

AMENITY SPACE

1125

100 SLOPE 4.2%

( 116.050 )+

+( 116.050 ) +( 116.050 )

A507

610

AcW3

+( 116.050 )

AcW3

1590

100 SLOPE 8.9%

W3 260

AcW3

1435

RIDGE ( 116.050 )

1125

275

W3 W3 W3

600

KITCHEN

3295

100 SLOPE 1.7%

BM 1200x600

AcW6

W15

AD ( 115.950 )

3.7% PE SLO 100

3400

AcW3

100 SLOPE 1.9%

AcW3

2510

1625

A502

AcW3

W3 W6

AcW3

2300

695

AcW3

1200

W15

1830

W15

1605

W15

695

PATTERN DENOTES HEATED PLENUM

ENTRY

760

A410

---

AcW4

LIVING/DINING

PRIVATE TERRACE

EW1

W15

1100

795

245 -

W15

ENTRY

915

AcW4

600

1800

54.1 SM 582.5 SF

600

710

100 SLOPE 3.4%

1115

1200

5390

17098

70 AcW3

D03-08

9600

03-04

1350

1200

200 CB -2HR

W15

AcW3

2870

AcW4

W15

03-07

MEDIA ROOM

LIVING /DINING

AcW3

UNIT 318

DIVIDER SCREEN

PROPERTY LINE

03-05

3296

AcW4

UP 1R

PRIVATE TERRACE

1005

1800

DIVIDER SCREEN

600 600

1720

D03-07

VESTIBULE AMENITY SPACE

AcW3 EP

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

62.3 SM 670.5 SF

AcW3

D03-SD

AcW3

3265

1665

755

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

1200

70 AcW3

AcW4

915

W15 -1HR

AcW3

D03-SD

202

100 SLOPE 2.6%

DIVIDER SCREEN

A410

200 CB -2HR

285

W15 -1HR

W1 DASHED LINE INDICATES BALCONY ABOVE

1595

UP 1R

1800

600 1200

1300

100 SLOPE 2.0%

600

1950

200 CB -2HR

70 AcW3

300 CONC -2HR

250

AD ( 115.950 )

610

03-12 W17 -2 HR

CEILING TYPE 4 (REFER ALSO TO INTERIOR DESIGN DRAWINGS)

1260

W15 -1HR

LIVING/DINING

600

100 SLOPE 5.8%

100 SLOPE 2.6%

AD ( 115.950 )

202 398

1150

70 AcW3

1910

DIVIDER SCREEN

100 SLOPE 5.4%

100 SLOPE 2.7%

710

39.7 SM 427.7 SF

998

100 SLOPE 2.6%

1200

PRIVATE TERRACE

DIVIDER SCREEN

11000

610

W1 W3

UNIT 319

900

1800

AcW3

600

M. BEDROOM

750

KITCHEN

1790

ELECTRICAL CLOSET NO.02

AcW3 W1

1690

600

1200

KITCHEN

AcW3

600

AcW3

UP 1R W1

700

DASHED LINE INDICATES BALCONY ABOVE

300 CONC -2HR W3

AcW4

500

AcW3

1525

955

ENTRY

70 AcW3

AcW3

285

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

AcW4

AcW3

300 CONC -2HR

780

W1 600

100 SLOPE 3.6%

AcW3

300 CONC -2HR

W7 -1HR 1065

D03-S02

W7 -1HR

1800

2930

AcW4

MEN'S WC

300 CONC -1HR

1195

W15 -1HR

935

70 AcW3

600 600

D03-06

03-09

70 AcW3

W4 900

AcW3 710

750

70 AcW3

400 100

03-S02

D03-04A

AcW3

2940

452 600

FITNESS CENTRE

W15 -1HR

915

70 AcW3 300 CONC -2HR

620

UP 1R

1642 415

W7 -1HR AcW4

D03-09

96.1 SM 1034.6 SF LIVING/DINING

113 1115 1575

D03-05

03-06

BEDROOM

ARCHWAY

WOMEN'S WC

PROPERTY LINE

D03-SD

D03-S01

PRIVATE TERRACE

STAIR-02

440

W15

W7 -1HR

1500

W7 -1HR

BEDROOM

LEGEND:

UNIT 314

AcW4

3693

UNIT 302

1100

03-S01

60.7 SM 653.4 SF

UNIT1 313

AcW4

1885

680

W7 -1HR W1

DEN

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

CEILING TYPE 2 2-HR

AcW3

300 CONC -2HR

STAIR-01

70 AcW3

2325

70 AcW3

UNIT 301

CEILING TYPE 1

BEDROOM

300 CONC -2HR

AcW4

1677

KITCHEN

AcW3

350

FIREFIGHTER ELEVATOR NO.2

300 CONC -2HR

915

985

915

790

70 AcW3

AcW4

AcW8

AcW3

3126

W15 -2HR

ELEVATOR NO.1

AcW8

AcW3

BEDROOM

200 CB -2HR

W4 860

300 CONC -2HR

70 AcW3 270

610 AcW3

2165

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

A424 67.5 SM 726.5 SF

W4 1025

2440

D03-SD

300 CONC -2HR

610

AcW3

915

KITCHEN

AcW3

ARCHWAY W2

200 CB -2HR

300 CONC -2HR

625

970

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

3226

1550

1490

1705

ARCHWAY

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

AcW4

ENTRY

6475

300 CONC -2HR

710

473

280 490

AcW8

70 AcW3

ENTRY

1115

1472

AcW3

150 CB -2HR

610 570

655

D03-SD 1285

150 CB -2HR

AcW6

935

150 CB -2HR

03-02

W7 -1HR 2085

1663

5120

W7 -1HR

AcW3

2440

70 AcW3

AcW3

150 CB -2HR

720

1665

CHUTE ROOM

680

W15 -1HR AcW6

1645

A505

W6 45 2700 2510

230

W7 -1HR 1420

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

WIC

W15 -1HR

KITCHEN

955

GEODETIC TOP OF STRUCTURAL SLAB BELOW

AcW8 D03-SD

D03-SD

915

AcW8

+ (104.500)

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

1470

LIVING /DINING

1142

3555

AcW3

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

AcW4

AcW3

378

3210

2785

ENTRY

4 1800

03-01 160

W9 -1HR 2440

A500

AcW4

AcW8

W1 W15 -1HR

680

AcW3

1095

AcW6

W9 -1HR

W9 -1HR 2545

FE/SP 900

2155

AcW3

320 1525 230

AcW3

W7 -1HR

285

W4 W1

W7 -1HR

EP W7 -1HR

W15 -2HR

W7 -1HR 1240

4360

AcW3

300 CONC -2HR

---

600 1198

1645

ENTRY

AcW4 1565

1010

LOUVER COORDINATE WITH MECHANICAL DRAWINGS

22.01m

AcW3

ENTRY

AcW3

610

W7 -1HR

LIVING/DINING

- D03-11

W6 EP

750

AcW4

W7 -1HR 3567

A502

W15 -2HR

1525

AcW3

2440

DASHED LINE INDICATES BALCONY ABOVE

W1 W4

DEN

W9 -1HR

AcW3

BEDROOM

AcW3

AcW4

2510

AcW4

230

750

AcW8 985

710

W15 -1HR

1835

830

AcW8 985 D03-SD

2440

W9 -1HR

AcW4

ENTRY

70 AcW3

AcW4

3126

AcW3

AcW4

1595

1535

285

915

1525

ENTRY

710

+ 104.500

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

KITCHEN

2510

KITCHEN 1120

BM, MK, MN

REFER TO LANDSCAPE

Checked

G +( 116.050 ) +( 116.050 )

+( 116.050 )

5000

EL 104.500

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

M. BEDROOM

AcW4

AcW3

DEN

AcW3

D03-SD

610 AcW3

750

W15 -2HR

310

AcW3

860

200

W15 -1HR

( 116.500 )+

1340

AcW8

03-11

315

1175

100 SLOPE 4.3%

1165

W15 -1HR

3226

DEN

1900

2120

KITCHEN

AcW3

M. BEDROOM

DEN

AcW3

1725

1800

UP 1R

465

EW1

1483

W15 -1HR W3

AcW3

750

AcW3

1535

2575

W15 -1HR

1485

AcW3

2255

328

W1 W1

990 505

100 S 4.3%

205

750

AcW4

D03-SD

D03-10

2120

LINE INDICATES BUILDING BELOW

1999

88.8 SM 955.9 SF

AcW3

910

1650 D03-SD

915

238

AcW4

205

KITCHEN

610

AcW3

750 800

AcW3

860

AcW4 AcW6

AcW3

1812

710

KITCHEN

885

W9 -1HR

AcW6

D03-SD

350 CONC -2HR

03-03 W9 -2HR

3960

780

W15 -2HR

+( 116.050 )

1990

LIVING/DINING

AcW3

1000

AcW4

AcW3

AcW3 1853

605 9800

03-10

F.2

610

AcW4

1025

1960

AcW3 3226

AcW3

750

915

W15 -1HR

ARCHWAY W7 -1HR

1885

925

MECHANICAL ROOM

GUEST ROOM

525

A425

790

UNIT 312 BEDROOM

AcW3

W2 AcW3

W17 -2 HR

300 CONC -1HR

AcW3 775

AcW4 2510

285

W15 -1HR

AcW3 610

610

W4 2328

AcW3

610

AcW3

6505

W7 -1HR

915

950

1595

AcW4

1115

1455

AcW4

100 S 7.8%

390

52.6 SM 566.5 SF

BEDROOM

AcW3

1955

AcW3

750

CT AcW6

AcW3

955

1030

AcW3

1383

1800

100 S 3.8% 100 S 3.8%

750

2010

990

605

402

1405

1190

402

2010

W15 -1HR

W4 205

340 AcW3

670 AcW3

205

AcW3

1650

ELECTRICAL CLOSET NO.01

70 AcW3

AcW6

M.BEDROOM

AD ( 116.400 )

3500

390

W4 AcW3 750

AcW3 3226

W17 -2 HR

LIVING/DINING

200

2850

PROPERTY LINE N74°29'00"E

610

UNIT 311

ENTRY

1845

70 AcW3

ARCHWAY 300 CONC -2HR

2458

560

100 S 7.8%

100 S 4.3%

1740

1930

3226

BEDROOM

W1 W3 545

W7 -1HR

610

W1 1010

KITCHEN

AcW8

+( 116.500 )DIVIDER SCREEN

AcW4

1500

510

500

205

AcW3

360

587

UNIT 303

RIDGE ( 116.500 )

EW1

610

CORRIDOR

1600

AcW3

600

5198

AcW6 3860

W7 -1HR

70.9 SM 762.9 SF

4602

680

W7 -1HR

3460

STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE WRAPPED 1-HR.

( 116.500 )+

35098

1595

1535

1525

AcW4

2140

1928

AcW3

N73°15'00"E

230

W7 -1HR

FE/SP

370

300

D03-SD

W15 -1HR

DEN

AcW8 D03-SD

W7 -1HR

710

DEN

370 AcW3

AcW8

ENTRY

AcW3

1025

985

230

D03-SD

AcW3

1960

1835

AcW3

AcW4

AcW8

ENTRY

1500

1645

AcW4 AcW3

AcW3

ENTRY

AD ( 116.400 )

A400

AcW4

AcW3

1970

2250

910

285

1535

1575

1130

1350

W3 1388

6400

590

LIVING/DINING

AcW4

DEN

320

W6 EP

915

W15 -1HR

680

ENTRY

UP 1R

4700

810

AcW6

737

EW1

2440

AcW4

1645

750

AcW6

ENTRY

BEDROOM

AcW3

W4 985

W15 -1HR

5800

A411

Date/time printed: 11/02/2014 3:38:00 PM

590

LIVING/DINING

AcW3

W15 -1HR

602

1030

750

AcW3

3226

238

955

AcW3

355

710

757

1525

610

1960

KITCHEN

915

275

205

LIVING/DINING

AcW3

610

AcW3

1705

2510

970

W15 -1HR

915

1378

605

52.0 SM 559.8 SF

W4 W4

285

AcW3

D03-SD

N73°09'25"E (MEAS) 16.47m PROPERTY LINE

6400

1843

1960

AcW3

680

AcW3

610

BEDROOM

LIVING/DINING

AcW8

BEDROOM

+( 116.050 )

1405

UNIT 310

W15 -1HR

BEDROOM

LIVING/DINING

710

W15 -1HR

F.5

1190

BEDROOM

AcW3

AcW4

1465

AcW3

KITCHEN

AcW3

2010

53.8 SM 578.7 SF

DEN

955

+( 116.500 )EW1

590

UNIT 309

765

275

AcW3

D.2

605

53.8 SM 578.7 SF

AcW6

A411

1405

UNIT 308

KITCHEN

TERRACE

790

53.8 SM 578.7 SF

AcW3

W3 AcW3

655

11598

AcW3 680

2010

UNIT 307

610

AcW3

100 S 8.2%

395

53.8 SM 578.7 SF

205

AcW3

TERRACE

795

UNIT 306

AcW3

AcW3 1015

1825

AcW3

+( 116.500 ) EW1

605

LIVING/DINING

710

1405

AcW3

390

BEDROOM

DEN

2010

402

790

AcW3

KITCHEN

---

3700

2010

1190

402

605

1205

590

BALCONY

W15 -1HR

48.5 SM 521.7 SF

W15 -1HR

UNIT 305

66.0 SM 710.9 SF

3126

605

402

1405

BALCONY

205

UNIT 304 5600

590

402

2010

BALCONY

EW1

LIVING/DINING

NOTES:

--610

5000

N16°27'40"W (MEAS)

BALCONY

990

---

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

LINE INDICATES BUILDING BELOW

BALCONY

610

CANOPY

402

590

402

785

BALCONY

590

2010

402

1190

BALCONY

CANOPY

402

710

EW1

390

BALCONY

402

BALCONY

2010

8400

61.06m

---

995

--BALCONY

8400

57959

1625

A424

AcW3

---

915

A401

800

PROPERTY LINE

+( 116.050 )

+( 116.050 ) +( 116.050 ) +( 116.050 )+( 116.050 )

+( 116.050 +( ) 116.050 )

6900 N16°06'00"W (MEAS) 24.39m

8400

1 : 50 Date

DECEMBER 2013

Title

LEVEL 3 PLAN

57658

8400

Scale

8400

5000

Project No.

11-125

Drawing No.

A207

---

5000

A401

6900

8400

PROPERTY LINE

8400

61.06m

5000

NOTES:

---

N16°27'40"W (MEAS) 1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

---

46480

2620

46480

600

1200

600

1800

1200

600

750

450

600

1800

600

1800

1200

600

1200

600

1200

600

1800

1200

600

1800

1200

600

1200

600

1400

1200

1500

1200

BALCONY

910

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 909

1780

1800

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

AcW3

CEILING TYPE 1

CEILING TYPE 2 2-HR

AcW4 2440

1200

W9 -1HR

8732

2545

STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE WRAPPED 1-HR.

600 600 63

600

2830

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 402

M. BEDROOM

8R 8R

BEDROOM D11-S01

600

1200

6600

600

A416

UNIT 1117

1250

LIVING/DINING

M. BEDROOM

1200

UNIT 1106

2000

W.I.C.

W6 BALCONY

1350

1200

600

1200

600

1800

600

1200

17100

1500

600

6400

BALCONY

1175

DIVIDER SCREEN

BALCONY

1200

600

EIFS 1

250 CONC

UNIT 1104 FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 904

NOT FOR CONSTRUCTION

BEDROOM

A410

3175

A410

1800 1800

BALCONY

600

2000

1500

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1006

3880

1075

N73°15'00"E

70 AcW3

D.2

300 CONC -1HR

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 917

1200

5800

1200

BEDROOM

DIVIDER SCREEN

PROPERTY LINE

1200

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1018

1800

1415

UNIT 1118 DIVIDER SCREEN

300 CONC -2HR

22.01m

1200 600

BALCONY

D11-S02

ENTRY

BALCONY

1150

600

1800

DASHED LINE INDICATES BUILDING ABOVE

STAIR-02 1500

900

BALCONY

11-S02

800

2250

70 AcW3

600

11000

180

300 CONC

4900

800 1200

600

W17 -2 HR

D.2

1800

3700

1200

1500

600

DIVIDER SCREEN

1200

W15 -2HR

DIVIDER SCREEN

600

1800

900

1 A415

11-04

KITCHEN

600

JULIET BALCONY

250 CONC -1HR

2330

3226

AcW3

300 CONC -2HR

600 600

ELECTRICAL CLOSET NO.02

KITCHEN

600

W17 -2 HR

450

1600 34100

A400

3700

---

W17 -2 HR

439 101

D11-04

300 CONC -2HR W4

300 CONC

BALCONY

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 916

AcW3

N73°54'40"E (MEAS)

600

UNIT 1116

A401

A500

11-S01

UNIT 1102

STAIR-01

31.71m

Sim

W17 -2 HR

600

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 901

PATTERN DENOTES HEATED PLENUM

PROPERTY LINE

2290

67.0 SM 721.3 SF

960

300 CONC -2HR

70 AcW3

W15 -2HR 300 CONC

4870

1200 600

UNIT 1103

UNIT 1101

AcW4

750

600

300 CONC -2HR

AcW3

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

1200

300 CONC -2HR

LIVING/DINING

W2 2560

FIREFIGHTER ELEVATOR NO.2

1800

AcW3

ELEVATOR NO.1

300 CONC -2HR

70 AcW3

230 1595

AcW3 AcW4 890

70 AcW3

1285

150 CB -2HR

2400

1200

600

1800

600

2400

1200

7340

5613

---

5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

600

1200

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

AcW3

445 155

1125

DIVIDER SCREEN

600

ARCHWAY

300 CONC -2HR

1525

5800

300 CONC -2HR

750

11-02 150 CB -2HR

CEILING TYPE 4 (REFER ALSO TO INTERIOR DESIGN DRAWINGS)

6440

AcW3

1600

CHUTE ROOM

70 AcW3

AcW4

1595

180

150 CB -2HR

AcW3

ENTRY

1330

3595

150 CB -2HR

70 AcW3

555

W15 -2HR

11-S02

8352

BALCONY

250 CONC -1HR

1150

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1007

ARCHWAY

11-01

150 CB -2HR

300 CONC -2HR

STAIR-02

CORRIDOR

ARCHWAY

70 AcW3

W9 -2HR

300 CONC -2HR

UNIT 1107

2560

11-03

260

5790

W17 -2 HR

ELECTRICAL CLOSET NO.01

670

A502

300 CONC -2HR

1200

1230

ARCHWAY 450

D11-03 W17 -2 HR

560

350 CONC -2HR

1200

2440

AcW3

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

W9 -1HR 9070

1800

W9 -1HR W9 -1HR

W9 -1HR

DIVIDER SCREEN

600

PROPERTY LINE

1200

1280

6400

PROPERTY LINE

BALCONY

6400

615

AcW3

ENTRY

1800

AcW3

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 915

600

1600

AcW3

285

AcW4

M. BEDROOM

600

16.47m

600

AcW8 955

1687

AcW3 1525

785

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

LEGEND: 710

1190

UNIT 1115

AcW3

AcW4

1950

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

DIVIDER SCREEN

250 CONC -1HR

1230

175

1200

DASHED LINE INDICATES BALCONY ABOVE

AcW3

AcW3 AcW3

N73°09'25"E (MEAS)

915

AcW4

785

1200

BALCONY

1905

858

163

730

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

70.5 SM 758.3 SF

245

1200

LIVING/DINING

600

260

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1010

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1014

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1013

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1012

1200

2600

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1011

UNIT 1114

UNIT 1113

4200

AcW3

5353

KITCHEN

UNIT 1110

UNIT 1109

AcW3

1800

UNIT 1108

GEODETIC TOP OF STRUCTURAL SLAB BELOW

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

5600

600

1500

BEDROOM

UNIT 1112

+ (104.500)

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

2100

UNIT 1111

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

250 CONC 2380

1200

+ 104.500

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

AcW3

---

1800

BALCONY

DIVIDER SCREEN

600

BALCONY

DIVIDER SCREEN

1800

BALCONY

DIVIDER SCREEN

A411

4 1285

BALCONY

DIVIDER SCREEN

1115

DIVIDER SCREEN

600

BALCONY

DIVIDER SCREEN

1200

BALCONY

1500

1400

1350

EW4

EIFS 1

EW4

EL 104.500

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

1200

300 CONC -1HR

1200

DIVIDER SCREEN

2300

600

DIVIDER SCREEN

27.43m

N16°26'50"W (MEAS)

1800

1200

PROPERTY LINE

UNIT 1105

600

297 COLLEGE STREET

680

1090

420

F.5

400

(M EA S)

400

1200

600

1200

600

1200

600

1200

N6 6° 43 '30 "W

1800

1500

1200

1500

600

1200

5200

3200

7800

Drawn

3.76m

5424

PR OP ER TY

LI NE

4700

2100

13 .8 9m

BALCONY

CONSTRUCTION NORTH

4700

400 110

EIFS 1

EW4

BM, MK, MN Checked

PROPERTY LINE N74°29'00"E

Date/time printed: 11/02/2014 3:41:06 PM

297 COLLEGE STREET WEST TORONTO, ON

3400

1200

BALCONY

600

3400

1800

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1005

A411

F.5

F.2

BALCONY 1500

5200

2980

F.2

G 5000

6900

PROPERTY LINE

8 11256

24.39m

8400

5000

Scale

1 : 50 Date

DECEMBER 2013

Title

LEVEL 11 PLAN

N16°06'00"W (MEAS)

Project No.

11-125

Drawing No.

A215

---

5000

A401

6900

8400

PROPERTY LINE

8400

61.06m

5000

NOTES:

---

N16°27'40"W (MEAS) 1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

---

43200

---

900

18675

4780

24525

6225

A 1500

A411

A ( 144.700 )+ +( 144.700 )

1800

1200

600

1200

100 S 3.2%

3500 600

600

1200

600

1140

600

100 S 3.3%

950

AcW3

1200

2950

1115

280

1200

1435

600

1200

W15 -1HR

1200 520

600

6400

100 S 3.0%

600 600

1985

AcW3

16500

450

W7 -1HR

750

518

1800 1200 900

1030

W1 150

3030

AcW3 900

275

3880

+( 144.700 )

RIDGE ( 144.700 )

( 144.700 )+

( 144.700 )+ +( 144.700 )

1700

960

600

1200

1800

1200

600

1200

585

1215

1200

600

1200

1500

RIDGE ( 144.880 )

DIVIDER SCREEN

AD ( 144.600 )

E 2000

100 S 3.3%

NOT FOR CONSTRUCTION

( 144.700 )+

3175

A410

100 S 1.9%

100 SLOPE 3.4% TERRACE

AD ( 144.600 ) 100 SLOPE 3.2%

TERRACE ( 144.700 )+

+( 144.700 )

6400

DIVIDER SCREEN

100 SLOPE 3.2%

A410

100 SLOPE 2.0%

N73°15'00"E 22.01m

100 S 1.5%

.6% 100 S 4

PROPERTY LINE

100 S 2.0%

AD ( 144.600 )

100 SLOPE 2.9%

AD ( 144.600 )

D.2

100 S 3.4%

DIVIDER SCREEN

DASHED LINE INDICATES BALCONY ABOVE

DIVIDER SCREEN

100 SLOPE 1.9%

3700

100 S 3.0%

710

AcW3

2455

A401

600 1200

1090

AcW4 AcW3

600

AcW4

955

AcW8

100 S 4.9%

100 S 4.1%

AcW4

AcW3

31.71m

150

PROPERTY LINE

170

AD ( 144.600 )

AcW3

663

UP 1R

910

100 S 3.0%

180

PATTERN DENOTES HEATED PLENUM

5800

2022

915

AcW4

100 S 1.9%

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

UP 1R

AcW3

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

( 144.700 )+

RIDGE ( 144.700 )

N73°54'40"E (MEAS)

EP W7 -1HR 1338

925

M. BEDROOM 125

1565

238 303 1288

3105

110 120 420

AcW4

1400

300 CONC -2HR

1050

W7 -1HR

1140

M. BEDROOM

CEILING TYPE 4 (REFER ALSO TO INTERIOR DESIGN DRAWINGS)

TERRACE

+( 144.700 )

65.5 SM 704.7 SF

12-S01

AcW3

BEDROOM

AD ( 144.600 )

UNIT 1207

LIVING/DINING

D12-SD

STAIR-01

A500

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

70 AcW3

AcW3

W.I.C.

W4 680

1665

100 S 4.9%

ENTRY

250 CONC -1HR

910

CEILING TYPE 2 2-HR

LIVING/DINING

W7 -1HR

2623

W2 2560

300 CONC -2HR

2160

200 CB -2HR

300 CONC -2HR

1520

100 S 4.1%

230

AcW3

230

FIREFIGHTER ELEVATOR NO.2

3880

KITCHEN

D12-S01

70 AcW3

900

AcW3

W15 -1HR 750

405

300 CONC -2HR

70 AcW3

910

150

100 S 3.0%

963

AcW3

705

AcW4

AcW3

2000

200 CB -2HR 5840 HOISTWAY

ELEVATOR NO.1

W4 65 18

W1 250 CONC -2HR

791

HOISTWAY

300 CONC -2HR

DEN

AcW3 725

96.8 SM 1042.0 SF

990

710

600

W7 -1HR 70 AcW3

200 CB -2HR

2435

AcW3

W15 -1HR

70 AcW3

UNIT 1201

1200

LEGEND:

CEILING TYPE 1

AcW3

AcW4

215

600

BEDROOM

ARCHWAY W2

300 CONC -2HR

KITCHEN

1200

( 144.700 )+

DIVIDER SCREEN

910 60

AcW4 1170

W7 -1HR 3035

3248

70 AcW3

935

AcW4

600

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

RIDGE ( 144.700 )

890

AcW6

1270

1322

D12-SD

AcW3

W9 -1HR 520

350

W9 -1HR

590 475 130

AcW4

2510

260 10

130

W4 680

1200

1340

AcW3

1070

962

AcW3

1220 700

420

910

AcW4

1224

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

PROPERTY LINE

985

AcW3 710

1200

UP 1R 500

AcW3

+( 144.700 )

1200

AcW8 1270

1125

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

910

6335

ENTRY

AcW4

M. BEDROOM

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

W15 -1HR

ENTRY

70 AcW3

W9 -1HR

230

W1 W3

W3 W1 W3

AcW3

1800

W4 1029

AcW3

50 D12-SD

320

UP 1R

1200

AcW3

655

UP 1R 830

2940

AcW3

AcW4

2054

AcW4

660

W4 435 130

W4 1072

3735

AcW8

431

BEDROOM

+( 144.700 )

W9 -1HR 2440

1112

610

ARCHWAY

360

360 710

W4 205

AD ( 144.600 )

W4 990

W15 -1HR

1070 1480

AcW4 910

70 AcW3

2820

910

( 144.700 )+

RIDGE ( 144.700 )

1500

DASHED LINE INDICATES BALCONY ABOVE

100 SLOPE 1.6%

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

750

AcW4

D12-SD

AcW3

W4 360

AcW3 750

750

REF. A400

D.2

2100

3880

900

14800

6400

1200

1600

1200

600

BEDROOM

89.5 SM 963.0 SF

210

A216

600

RIDGE ( 144.700 )

100 S 6.3%

RIDGE ( 144.700 ) W3

830

W4 750 690

230 320 710

AcW3 W3

LIVING/DINING

UP 1R

1250 915

W15 -1HR

1650

75.1 SM 807.9 SF

KITCHEN

( 144.700 )+ +( 144.700 )

1075

600

AcW3

2100

UNIT 1202

AcW3

+( 144.700 )

LEVEL 12 RCP

1200

AcW3

W7 -1HR

AcW4

STUDY

UNIT 1206

725

W9 -1HR

AcW3 2750

173

965

50 70

M. BEDROOM

688

W.I.C.

W9 -1HR

EL 144.600

4373

1640 W4

2400

W4 1130

1985

AcW3 710

860

W7 -1HR 1923

750

140

2950

EP W6

BEDROOM

300 140

1241

305

W4 1795

AcW3

750 370

370

910

12-01

BEDROOM

1290

W15 -1HR

1200 600 790

AcW4

300 CONC -2HR

70 AcW3

782

150 CB -2HR 70 AcW3

LIVING/DINING

1060

AcW3

300 CONC -2HR

70 AcW3

2828

600 600

1950

120

AcW3

UP 1R W1

150 CB -2HR

1525

W7 -1HR

120

AcW3

1200

CORRIDOR

AcW3

UNIT 1203

600

315

1595

1220

AcW4

300 CONC -2HR

12-02

LIVING/DINING

1200

AcW3

70 AcW3

ENTRY

AcW3

705

KITCHEN

1320

W15 -1HR

70 AcW3

CHUTE ROOM

1525

300

ENTRY

AcW8

AcW3

150 CB -2HR

AcW4

850

AcW3

687

STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE WRAPPED 1-HR. TYP. 2892

1285

915

D12-02

1725

150 CB -2HR

300

70 AcW3

385

2832 1500

97.2 SM 1045.9 SF

1800

KITCHEN

5745

ARCHWAY

280

D12-S02

2560

W7 -1HR

AcW6

W9 -2HR

710

205

W7 -1HR

300 CONC -2HR

W7 -1HR

735

D12-SD

300 CONC -2HR

260

12-03

12-S02

ENTRY

600

AcW4

W7 -1HR 790

670

300 CONC -2HR

500

ARCHWAY 1318

W7 -1HR

710

W7 -1HR 40 698

A502

1300

AcW3

W17 -2 HR

ELECTRICAL CLOSET

3126

AcW3

5055

600

715

1200

AcW4

KITCHEN

1810

600

1385

910

560

STAIR-02

D12-SD 1060

1050

W4 3020

BEDROOM

W7 -1HR 7813

1215

1800

1035

750

910

990

AcW3 710

2000

W7 -1HR

AcW3 AcW3

AcW3

BALCONY

D12-SD

AcW3 AcW4

1162 801

650

600

( 144.700 )+

212 230

AcW4

1480

AcW4

910

190

AcW8

405 230

960

710

2440

213

AcW3

AcW4

AcW4 955

1580

W4 AcW8

D12-03 W17 -2 HR

647

200 915

AcW4

AcW3

1190

M. BEDROOM

915

AcW3

5138

495

53.6 SM 576.6 SF

AcW4

W7 -1HR

1525

1200

M. BEDROOM

LIVING/DINING

UNIT 1205

KITCHEN

ENTRY

178

685

BEDROOM

AcW3

540 1160

W4 680

1115

520

UP 1R

BEDROOM

92.4 SM 995.1 SF

W15 -1HR

1340

1200 600 1200 300

W1 900

14900

CT W3

340

350

920

AcW4

AcW3

1165

AcW3

UNIT 1204

1800

3260 W4

AcW3

1400 600

16.47m

832

---

600

1680

W15 -1HR

600

W.I.C.

AcW4

LIVING/DINING

W15 -1HR

5800

1200

AcW3

1550

AcW4

1525

AcW3

DIVIDER SCREEN

1500

600

( 144.700 )+

600

450

600

AcW3

BEDROOM

600

2200

815

985

AcW3

1200

155 350

UP 1R

230

AcW3

710

245

565

710

BEDROOM

1800

N73°09'25"E (MEAS)

BALCONY

PROPERTY LINE

6400

600

105 345

600 1300

988

600

1275

600

765

1200

( 144.700 )+ +( 144.700 )

2100

600

W15 -1HR

100 S 4.1%

1800

+( 144.700 )

1500

1200

( 144.700 )+ +( 144.700 )

AcW3

600

1800

GEODETIC TOP OF STRUCTURAL SLAB BELOW

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

100 S 4.9%

70 AcW3

1200

600

+( 144.700 )

300 CONC -2HR

600

100 S 1.3%

1200

1050

+ (104.500)

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

5600

225

AD ( 144.600 )

100 S 4.1%

3600 1600

1350

3500

DIVIDER SCREEN

100 S 4.2% 100 S 2.4%

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

( 144.700 )+

5700

AD ( 144.600 )

DASHED LINE INDICATES BALCONY ABOVE

AD ( 144.600 )

AD ( 144.600 ) 100 S 1.3%

+ 104.500

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

100 S 6.2%

100 S 2.1%

100 S 2.3%

100 S 6.2%

5100

100 S 1.8%

5600

RIDGE ( 144.700 )

100 S 4.2%

2000

TERRACE

DIVIDER SCREEN

RIDGE ( 144.700 )

2100

+( 144.700 )

A400

100 S 6.3%

TERRACE

( 144.700 )+ +( 144.700 )

+( 144.700 )

( 144.700 )+

TERRACE

---

3700

+( 144.700 )

( 144.700 )+

15600

EL 104.500

5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

---

+( 144.700 )

RIDGE ( 144.700 ) 17100

+( 144.700 )

( 144.700 )+

RIDGE ( 144.700 )

( 144.700 )+ +( 144.700 ) ( 144.700 )+ +( 144.700 )

( 144.700 )+

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

2300

100 SLOPE 2.8%

N16°26'50"W (MEAS)

100 SLOPE 3.4%

F.2

AD ( 144.600 )

297 COLLEGE STREET 297 COLLEGE STREET WEST TORONTO, ON

3400

27.43m

.3% E3 OP SL 100

100 SLOPE 2.0%

AD ( 144.600 )

PROPERTY LINE

100 SLOPE 2.9% RIDGE ( 144.700 )

2300

100 SLOPE 2.8%

100 SLOPE 1.9%

100 SLOPE 1.6%

F.2

DIVIDER SCREEN

3300

( 144.700 )+

A411 5 ( 144.700 )+

1500

TERRACE

(M EA S)

F.5 TERRACE

2100

5200

( 144.700 )+

+( 144.700 )

CONSTRUCTION NORTH

PR OP ER TY

1500

2 Drawn

3.76m

5200

4700

LI NE

4700

13 .8 9m

+( 144.700 )

A400

BM, MK, MN Checked

43200

PROPERTY LINE N74°29'00"E

Date/time printed: 11/02/2014 3:41:24 PM

N6 6° 43 '30 "W

F.5

G 5000

6900

PROPERTY LINE

24.39m

8400

5000

Scale

1 : 50 Date

DECEMBER 2013

Title

LEVEL 12 PLAN

N16°06'00"W (MEAS)

Project No.

11-125

Drawing No.

A216

---

5000

A401

6900

8400

PROPERTY LINE

8400

61.06m

NOTES:

---

5000

N16°27'40"W (MEAS) 1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

---

EL 104.500

+ 104.500

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (104.500)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

44700

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

10725 -

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

--1350

1200

600

1200

1800

1200

600

1075

225

250 1655

2985

1375

600

1200

600

1800

600

1200

600

1200

600

1200

600

1200

750

600

225

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

600

1118

233

450

1200

600

1200

1800

1500

EIFS 1

600

1500

600

500

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

1200

W15 -1HR

A616 FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1406

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

BALCONY

UNIT 1506

2200

600

W3 BALCONY

1200

600

5600

600

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

3700

1200

DIVIDER SCREEN

1800

600

2100

BALCONY

1100

600

A412

1425

BALCONY

A411

A616

A412

EW5

5600

1500

A412

BALCONY

EIFS 1

EW5

UNIT 1507

1200

LEGEND: 1800

W15 -1HR

1200

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1409

BEDROOM

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1408

600

1200

5800

N73°54'40"E (MEAS) 31.71m

1200

635

EIFS 1

A411

BALCONY

3700

DASHED LINE INDICATES BUILDING ABOVE

BALCONY

5 600

EW4 600

1200

1800

1200

600

1200

600

740

520

1140

600

1200

1425

900

3600

1800

500

700

4615

1200

1800

600

1200

600

900

EW4 510

A416 1640

1800

1200

600

1200

600

1200

1800

1200

D.2

600

4290

1500

1075

A401

70 AcW3

BALCONY

1 A415

A411

2100

250 CONC -1HR

PATTERN DENOTES HEATED PLENUM

PROPERTY LINE

525 530

125

910

EW4

BALCONY

300 CONC -2HR

70 AcW3

2255

970

3360

EIFS 1

A603

1 7

DIVIDER SCREEN

1500

A412

3 EW4

EIFS 1

D.2

A411

1500

1600

BALCONY

70 AcW3

DEN

A412 A424

300 CONC -2HR

62.4 SM 671.6 SF

---

15-S01

UNIT 1501

W1 AcW3

STAIR-01

W7 -1HR

KITCHEN

2100

D15-SD

BEDROOM

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1404

W15 -1HR

2100

AcW6

680

W15 -1HR

1200

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1403

300 CONC -2HR

600

LIVING/DINING

AcW3

UNIT 1503

70 AcW3

A400

750

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1302

UNIT 1504

3700

267

1215

70 AcW3

UNIT 1502

215

BALCONY

DIVIDER SCREEN

300 CONC -2HR

1200

2780

600

DIVIDER SCREEN

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1411

D15-S1

AcW4

UNIT 1511

W7 -1HR

70 AcW3 1270

W15 -1HR

1800

A500

300 CONC -2HR

1078

450

235 2560 W2

300 CONC -2HR

2160

HOISTWAY

300 CONC -2HR

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

600

800

FIREFIGHTER ELEVATOR NO.2

1400

AcW3 750

DIVIDER SCREEN W7 -1HR

ELEVATOR NO.1

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

W15 -1HR W15 -1HR

CEILING TYPE 4 (REFER ALSO TO INTERIOR DESIGN DRAWINGS)

1200

AcW8 955

W15 -1HR

200 CB -2HR

200 CB -2HR 5840 HOISTWAY

AcW3 710

AcW3 180

230

ARCHWAY W2

915

600

W15 -1HR

A502

W15 -1HR

70 AcW3

W7 -1HR

AcW3

300 CONC -2HR

15-S02

W7 -1HR 580

1900

ENTRY

70 AcW3

200 CB -2HR

STAIR-02

300

W15 -1HR

600

D15-S02

1115

D15-SD

2733

2100

W7 -1HR

1200

1500

70 AcW3 300 CONC -2HR

D15-SD

360

150 CB -2HR

1340

150 CB -2HR

AcW4

15-02

W15 -1HR

CHUTE ROOM

910

70 AcW3

1285

D15-02

150 CB -2HR

70 AcW3

150 CB -2HR

AcW3

D15-SD

70 AcW3

300 CONC -2HR

W9 -2HR

W7 -1HR

W2 D15-SD

W7 -1HR

1480

750

6335

1200

310

3425

2803

EL 153.600

ARCHWAY

W7 -1HR

W17 -2 HR

15-03

300 CONC -2HR 670 260

W3 1318

W7 -1HR

900

W15 -1HR

W7 -1HR

ELECTRICAL CLOSET

500

ARCHWAY

883

W7 -1HR

300

D15-03 W17 -2 HR

1200

W15 -1HR

D15-SD

W9 -1HR

15-01 5574

BALCONY

5800

W9 -1HR

CORRIDOR

W7 -1HR

2560

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

D15-SD

W7 -1HR

1815

3690

900

3960

2593

2860

575

ARCHWAY 2440

8885

CEILING TYPE 2 2-HR

1100

2393 STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE 73WRAPPED 1-HR.

W7 -1HR

6103

1650

2540

W9 -1HR

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1410

1100

2220

1015 D15-SD 1200

W9 -1HR

W7 -1HR 3497

W9 -1HR

1765

W7 -1HR 1130

16500

W9 -1HR

D15-SD

D15-SD 103

1800

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1405

6400

UNIT 1510

16.47m

KITCHEN

ENTRY

1500

KITCHEN

UNIT 1505

PROPERTY LINE CEILING TYPE 1

ENTRY

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

1500

UNIT 1509

UNIT 1508

BEDROOM

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 1407

600

W15 -1HR

N73°09'25"E (MEAS)

1200

W15 -1HR

LIVING/DINING W15 -1HR

2100

DIVIDER SCREEN

PROPERTY LINE

6400

LIVING/DINING

W15 -1HR

1500

600

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

4400 44700

6400

PROPERTY LINE

22.01m

N73°15'00"E

NOT FOR CONSTRUCTION

---

5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

2300

21024

2300

PROPERTY LINE

27.43m

N16°26'50"W (MEAS)

F.2

297 COLLEGE STREET WEST TORONTO, ON

3400

297 COLLEGE STREET

F.5

N6 6° 43 '30 "W

(M EA S)

F.5

4700

3.76m

Drawn A400

BM, MK, MN Checked

PROPERTY LINE N74°29'00"E

Date/time printed: 11/02/2014 3:42:29 PM

PR OP ER TY

LI NE

4700

13 .8 9m

CONSTRUCTION NORTH

G 5000

6900

PROPERTY LINE

24.39m

8400

5000

Scale

1 : 50 Date

DECEMBER 2013

Title

LEVEL 15 PLAN

N16°06'00"W (MEAS)

Project No.

11-125

Drawing No.

A219

---

5000

A401

6900

8400

PROPERTY LINE

8400

61.06m

5000

NOTES:

---

N16°27'40"W (MEAS) 1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

---

A 225

8400

EL 104.500

+ 104.500

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (104.500)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

2100

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

--STAINLESS STEEL SCUPPER STAINLESS STEEL SCUPPER

2916

A411

2916

9 A616

2916

2891

EW7

3700

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

+( 157.300 )

( 157.300 )+ D16-05

( 157.300 )+ +( 157.300 )

1970

EW7

+( 157.300 )

1970

3600

349

100 SLOPE 2.1%

( 157.300 )+

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

A604

+( 157.300 )

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

5600

100 S 7.2%

2916

AD ( 157.200 )

100 S 2.3%

2916

RIDGE ( 157.300 )

2886

100 S 1.7%

100 S 7.0%

4831

( 157.300 )+

+( 157.300 )

A412

3700

A616

+( 157.300 ) 8

A412

5600

( 157.300 )+

+( 157.300 )

A412

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

B STAINLESS STEEL SCUPPER

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

50 SLOPE 1.9%

2084

6400

100 S 3.0%

CEILING TYPE 2 2-HR GREEN ROOF. REFER TO LANDSCAPE

2 A604

ROOF ACCESS LADDER

+( 157.300 )

RIDGE ( 157.300 )

( 157.300 )+

426

( 157.300 )+ +( 157.300 )

+( 157.300 ) 200 CB

+( 157.450 )

150 CB

N73°54'40"E (MEAS)

100 S 2.2% AD ( 157.200 )

16-01

( 157.450 )+

A411 150 CB

AD ( 157.400 )

200 CB -2HR W2

A401

31.71m

VESTIBULE

8.6%

+( 157.300 )

6 ( 157.300 )+ 3900

3600

W3 200 CB -2HR

A604

3700

150 CB

100 S 3.3%

PROPERTY LINE

50 SLOPE 1.2%

PATTERN DENOTES HEATED PLENUM

2100

8.8%

AD ( 157.400 )

STAINLESS STEEL SCUPPER

100 S 2.7%

D16-02

300 CONC -2HR 200 CB -2HR

550

50 SLOPE 1.4%

16-S01

16-05

16-06 AD ( 157.450 )

STAIR-01

W2 200 CB -2HR

200 CB -2HR

ELEVATOR CONTROL ROOM NO.02

STANDPIPE (SP). REFER TO MECHANICAL. ENSURE MINIMUM CLEARANCES MAINTAINED. TO BE WRAPPED 1-HR.

300 CONC -2HR

FLOATING SLAB

150 CB

+( 157.500 ) INTAKE AIR SHAFT

150 CB

50 SLOPE 2.2%

16-03

200 CB -2HR

GENERATOR ROOM

300 CONC -2HR

50 S 5.1%

16-02 FLOATING SLAB

( 157.200 )+

+( 157.450

D16-S01

D16-07

MECHANICAL ROOM

A617

D16-09

A400

3700

---

200 CB -2HR

300 CONC -2HR

150 CB

+( 157.500 )

150 CB

16-04

1887

100 SLOPE 2.1%

300 CONC -2HR

150 CB

2.3%

AD ( 157.200 )

150 CB

S 100

100 SLOPE 1.7%

A604

5840

2690

2077

A500

PATTERN DENOTES 75 PINNED INSULATION TYPE 1B TO U/S OF SLAB

( 157.500 )+

( 157.450 )+

FLOATING SLAB

D16-08

2077

150 CB

AD ( 157.400 )

HOISTWAY

50 SLOPE 1.5%

A616

2099

EXHAUST AIR WELL

4.0%

8 RIDGE ( 157.300 )

5800

100 SLOPE 2.1%

+( 157.450 )

50 S 4.7%

5800

D16-06

200 CB

OPEN TO BELOW 300 CONC -2HR

( 157.300 )+

GREEN ROOF. REFER TO LANDSCAPE

200 CB

( 157.450 )+ 150 CB

50 S 4.2%

RIDGE ( 157.450 )

2431

( 157.450 )+

AD ( 157.200 )

+( 157.300 )

200 CB

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

150 CB

705

CEILING TYPE 4 (REFER ALSO TO INTERIOR DESIGN DRAWINGS)

( 157.300 )+

A617

( 157.300 )+

RIDGE ( 157.300 )

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

A412

D16-01

2084

19500

50 SLOPE 2.3%

100 SLOPE 1.4%

5 GREEN ROOF. REFER TO LANDSCAPE

CEILING TYPE 1

AD ( 157.200 )

50 SLOPE 2.0% A604

PROPERTY LINE

2269

A617

100 S 3.0%

100 S 3.1%

50 SLOPE 3.3%

50 SLOPE 3.2%

100 S 2.3%

LEGEND:

RIDGE ( 157.300 )

16.47m

---

AD ( 157.200 )

50 SLOPE 2.4%

RIDGE ( 157.300 )

100 SLOPE 2.1%

AD ( 157.200 )

100 SLOPE 1.7%

2084

N73°09'25"E (MEAS)

100 SLOPE 1.7%

PROPERTY LINE

6400

50 SLOPE 3.5%

100 S 3.0%

STAINLESS STEEL SCUPPER

( 157.500 )+

AD ( 157.400 )

150 CB

+( 157.300 )

150

1 0 6 .8 1 5

D.2

100

D.2

150 CB

+( 157.450 )

150 CB

( 157.448 )+

150 CB

50 S 4.2% 150 CB

150 CB 150 CB

150 CB

+( 157.300 )

+( 157.448 )

175

( 157.300 )+

A412

D16-03

A411

AD ( 157.400 )

600 1500

1500

3600

17200

4900

23500

2100

4 A604

6400

9213

6400

PROPERTY LINE

22.01m

N73°15'00"E

NOT FOR CONSTRUCTION

5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

---

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

2300

PROPERTY LINE

27.43m

N16°26'50"W (MEAS)

F.2

297 COLLEGE STREET WEST TORONTO, ON

3400

297 COLLEGE STREET

F.5

N6 6° 43 '30 "W

(M EA S)

F.5

4700

3.76m

Drawn A400

BM, MK, MN Checked

PROPERTY LINE N74°29'00"E

Date/time printed: 11/02/2014 3:42:45 PM

PR OP ER TY

LI NE

4700

13 .8 9m

CONSTRUCTION NORTH

G 5000

6900

PROPERTY LINE

24.39m

8400

5000

Scale

1 : 50 Date

DECEMBER 2013

Title

LEVEL 16 PLAN

N16°06'00"W (MEAS)

Project No.

11-125

Drawing No.

A220

MATERIALS LEGEND:

D.2

F.2

F.5

GL 1

6mm ANNEALED GLASS, ARGON GAS FILLED OUBLE GLAZED UNITS

GL 1a

6mm ANNEALED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY

GL 2

6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 2a

6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY

GL 3

8mm TEMPERED GLASS AS REQUIRED TO SUIT DESIGN LOADS OF A GUARDRAIL

GL 5a

6mm EXTERIOR SPANDREL GLASS, SINGLE GLAZED

GL 5b

6mm EXTERIOR SPANDREL GLASS, SINGLE GLAZED

GL 8

6mm FROSTED TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 9

SPRINKLERED 6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

MT 1

METAL PANEL PAINTED PT-1 TO MATCH EXTERIOR WINDOW WALL

PT 1

PAINT TYPE 1

PC 1

PRECAST CONCRETE

GR 1

GREEN WALL

EIF 1

EXTERIOR INSULATION FINISH SYSTEM

AL 1

PREFINISHED ALUMINUM

AL 2

PREFINISHED ALUMINUM

CF 1

CONCRETE FINISH

AC 1

ARCHITECTURAL CONCRETE

---

161.200

LEVEL 17

4000

161.200

157.200

LEVEL 16

3600

157.200

NOTES:

153.600 LEVEL 15 3000

3000

153.600 LEVEL 15

1.LOUVRES BY ARCHITECTURAL UNLESS OTHERWISE NOTED. REFER ALSO TO MECHANICAL DRAWINGS FOR DEFINITION OF SCOPE.

150.600

LEVEL 14

LEVEL 14 3000

3000

150.600

1 1

A405

147.600

A403

147.600 LEVEL 13 3000

3000

LEVEL 13

144.600

LEVEL 12

LEVEL 12 3000

3000

144.600

141.600 LEVEL 11 3000

3000

141.600 LEVEL 11

138.600

LEVEL 10

LEVEL 10 3000

3000

138.600

LEVEL 9

56845

132.000

LEVEL 8

3600

LEVEL 9 52845 BUILDLING HEIGHT

135.600

3600

135.600

132.000 LEVEL 8 3000

3000

A410

129.000

LEVEL 7

LEVEL 6

5 122.650

122.650

LEVEL 5

1 A411

A404 3000

3000

119.650

LEVEL 4

5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

3250

A402

3350

126.000

3350

126.000

3250

NOT FOR CONSTRUCTION

3000

129.000

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

116.400

LEVEL 3

3000

116.400

6050

113.400

113.400 LEVEL 2 MEZZ

3050

LEVEL 2 MEZZ

110.350

LEVEL 2

297 COLLEGE STREET

2850

110.350

297 COLLEGE STREET WEST TORONTO, ON 5850

107.500

LEVEL 1 MEZZ

104.355

145

3000

LEVEL 1 MEZZ

107.500

104.500

955

1100

LEVEL 1 AVG. GRADE 103.400

104.500 LEVEL 1 104.355

AVG. GRADE 103.400 LOADING

Date/time printed: 11/02/2014 3:43:43 PM

Drawn

BM, MK, MN Checked

Scale

1 : 100 Date

DECEMBER 2013

Title

EAST AND SOUTH ELEVATION

2 A400

EAST ELEVATION REF. A203

1 A400

SOUTH ELEVATION REF. A203

Project No.

11-125

Drawing No.

A400

5000

6900

8400

5000

161.200

4000

LEVEL 17

157.200

3600

LEVEL 16

153.600

3000

LEVEL 15

150.600

3000

LEVEL 14

147.600

3000

LEVEL 13

144.600

3000

LEVEL 12

141.600

3000

LEVEL 11

138.600

3000

LEVEL 10

135.600

3600

LEVEL 9

132.000

3000

LEVEL 8

129.000

3000

LEVEL 7

126.000

3350

LEVEL 6

122.650 LEVEL 5 3000

NOT FOR CONSTRUCTION

119.650

3250

LEVEL 4

116.400

3000

LEVEL 3

113.400 LEVEL 2 MEZZ

5 4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

No.

Revisions

Date

3050

110.350

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

2850

LEVEL 2

107.500

3000

LEVEL 1 MEZZ

104.500

145

LEVEL 1 104.355 AVG. GRADE 103.400

297 COLLEGE STREET

4280

100.500 LEVEL P4.6

297 COLLEGE STREET WEST TORONTO, ON

100.662 LEVEL P1-SA

100.075 1750

LEVEL P1

705 495

98.325 TOP OF SLAB

LEVEL P1.5 97.125

97.830 LEVEL P2 GARBAGE ROOM

1750

LEVEL P2

1200

95.375 TOP OF SLAB

93.925

LEVEL P2.5 94.175 LEVEL P3

1750

LEVEL P3-SA

92.425 LEVEL P3.5 Drawn

2950

Date/time printed: 11/02/2014 3:51:28 PM

TOP OF SLAB

BM, MK, MN Checked

89.475 TOP OF SLAB

Scale

1 : 100 Date

DECEMBER 2013

LEVEL P4.5 Title

BUILDING SECTION 01 AND 02

1 A415

Overall Section 01 REF. A200

Project No.

11-125

Drawing No.

A415

8 5000

6900

8400

5 8400

4 8400

8400

1 5000

4 161.200

4000

LEVEL 17

157.200

3600

LEVEL 16

153.600

3000

LEVEL 15

150.600

3000

LEVEL 14

147.600

3000

LEVEL 13

144.600

3000

LEVEL 12

141.600

3000

LEVEL 11

138.600

3000

LEVEL 10

135.600

3600

LEVEL 9

132.000

3000

LEVEL 8

129.000

3000

LEVEL 7

2 126.000

3350

LEVEL 6

122.650

3000

LEVEL 5

NOT FOR CONSTRUCTION

119.650

3250

LEVEL 4

116.400

3000

LEVEL 3

113.400

3050

LEVEL 2 MEZZ

4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013

No.

Revisions

Date

110.350

2850

LEVEL 2

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

107.500

145

3000

LEVEL 1 MEZZ

104.500 LEVEL 1 104.355

1A421 ---

AVG. GRADE 4280

297 COLLEGE STREET

100.500 LEVEL P4.6

100.662 LEVEL P1-SA

297 COLLEGE STREET WEST TORONTO, ON

100.075

2950

LEVEL P1

97.125

96.875

LEVEL P2 2950

LEVEL P2-SA

94.175

93.925

LEVEL P3

4700

LEVEL P3-SA

Date/time printed: 11/02/2014 3:51:55 PM

89.475 TOP OF SLAB

Drawn

BM, MK, MN

LEVEL P4.5

Checked

Scale

1 : 100 Date

DECEMBER 2013

Title

BUILDING SECTION 03

2 A416

Overall Section 03 REF. A200

Project No.

11-125

Drawing No.

A416

1 BRICK WALL W/ CONCRETE BLOCK: 90MM BRICK TYPE BR-1 35 AIR SPACE 75 INSULATION TYPE-3 A/V BARRIER TYPE-1 180 STUD WALL

116.400 LEVEL 3

116.400

LEVEL 3

116.400

180 STUD WALL

LEVEL 3

TYPICAL METAL FLASHING

6 A612

A612

A613

1000

Sim

3000

TYPICAL METAL SOFFIT

4 SIDED SSG CURTAIN WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

119.650

4 SIDED SSG CURTAIN WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

HSS OUTRIGGER. REFER TO STRUCTURAL DRAWINGS.SPRAY CEMENTITIOUS FIREPROOFING - 2HR. TYPICAL.

2000

LEVEL 4 4 SIDED SSG CURTAIN WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

HSS OUTRIGGER. REFER TO STRUCTURAL DRAWINGS.SPRAY CEMENTITIOUS FIREPROOFING - 2HR. TYPICAL.

113.400

LEVEL 2 MEZZ

EW8

113.400

LEVEL 2 MEZZ

--TYPICAL WINDOW WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE) 600

410

240

100 CONCREETE COLUMN BEYOND. REFER TO STRUCTURAL DRAWINGS

3050

EW8

3 A615

116.400

EW9

LEVEL 3

11 A613

110.350

LEVEL 2

2850

ARCHTECTURAL LOUVER (SEE MECHANICAL DRAWINGS)

8 A615

113.400 LEVEL 2 MEZZ

ARCHTECTURAL LOUVER (SEE MECHANICAL DRAWINGS)

4 SIDED SSG CURTAIN WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

107.500 LEVEL 1 MEZZ

4 SIDED SSG CURTAIN WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

107.500

LEVEL 1 MEZZ

4 SIDED SSG CURTAIN WALL STYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

LEVEL 1 MEZZ

3000

TYPICAL WINDOW WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

7 A615 EL 110.350

110.350 LEVEL 2

TYPICAL CONT. SIDE WALK ON GRAVEL BASE (SEE ALSO LANDSCAPE DRAWINGS)

104.500

LEVEL 1

104.355

AVG. GRADE

1 A424

TYPICAL CONT. SIDE WALK ON GRAVEL BASE (SEE ALSO LANDSCAPE DRAWINGS)

WALL SECTION 1,1

REF. A203

A424

WALL SECTION 1,3

REF. A203

A424

WALL SECTION 1,2 REF. A203

LEVEL 1 104.355

AVG. GRADE

NOT FOR CONSTRUCTION

104.500 145

EL 104.500

AVG. GRADE

4 A424

SPANDREL GLASS WINDOW WALL SYSTEM W/ INSULATED METAL BACK PAN

WALL SECTION 1,4 REF. A203

D.2 107.500

4 3 2 1

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013

No.

Revisions

Date

LEVEL 1 MEZZ "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE ARCHITECT AND MUST BE RETURNED UPON REQUEST. PRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR WHOLE IS FORBIDDEN WITHOUT THE ARCHITECT'S WRITTEN PERMISSION."

BRICK WALL W/ CONCRETE BLOCK: 90MM BRICK TYPE BR-1 35 AIR SPACE 75 INSULATION TYPE-3 A/V BARRIER TYPE-1 240 CONCRETE BLOCK WALL

Sim 5

157.200

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

LEVEL 16

A615 BRICK WALL W/ CONCRETE BLOCK: 90MM BRICK TYPE BR-1 35 AIR SPACE 75 INSULATION TYPE-3 A/V BARRIER TYPE-1 240 CONCRETE BLOCK WALL

TYPICAL WINDOW WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

107.500 LEVEL 1 MEZZ

Sim 4 A615

6 A615

METAL PANEL SOFFIT W/ ALUMINUM EXTRUSION ASSEMBLY ON WOOD BLOCKING 200 METAL STUDS @ 400 O.C. SUPPORTED FROMCONCRETE SLAB ABOVE 75 INSULATION PINNED UP TO CONCRETE SLAB A/V BARRIERE RADIANT HEATED CONCRETE SLAB (SEE STRUCTURAL DWGS)

297 COLLEGE STREET

ARCHTECTURAL LOUVER (SEE MECHANICAL DRAWINGS)

297 COLLEGE STREET WEST TORONTO, ON

104.500 LEVEL 1 104.355

TYPICAL WINDOW WALL SYSTEM (SEE ELEVATIONS FOR GLASS TYPE)

AVG. GRADE

TYPICAL CONT. SIDE WALK ON GRAVEL BASE (SEE ALSO LANDSCAPE DRAWINGS)

103.400 LOADING

PC 1

104.500

EW3

CONSTRUCTION NORTH

LEVEL 1 104.355 AVG. GRADE

TYPICAL CONT. SIDE WALK ON GRAVEL BASE (SEE ALSO LANDSCAPE DRAWINGS)

EL 103.400

Date/time printed: 11/02/2014 3:52:55 PM

8 A611

103.400 Drawn

Scale

BM, MK, MN Checked

150.600

1 : 25 Date

LEVEL 14

DECEMBER 2013

Title

WALL SECTIONS 1

5 A424

WALL SECTION 1,5 REF. A203

7 A424

WALL SECTION 1,6 REF. A217

6 A424

WALL SECTION 1,6 REF. A203

Project No.

11-125

Drawing No.

A424

300

300 + TYP.TREAD TYP. TREAD

200 300 EXTENSION 38

920

PRECAST CONCRETE STAIR

38 DIA. STEEL TUBE HANDRAIL WELDED TO STL. WALL BRACKET

LINE OF FIRST STAIR NOZING AT TOP OF STAIR

200

MITRED JOINT 38 DIA. STEEL TUBE HANDRAIL WELDED TO STL. WALL BRACKET

38x38 H.S.S. STEEL POST WELDED TO STEEL ANGLE CAST IN CONC. LANDING LINE OF EDGE OF SLAB BEYOND

MITRED JOINT

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW 38

PRECAST STAIR BEYOND

920

MITRED JOINT

PRECAST STAIR BEYOND

1120

920 TO LINE CONNECTING OUTSIDE EDGES OF STAIR NOSING

STEEL WALL BRACKET

75 x 100 x 10 THK. STEEL PLATE CAST IN CONCRETE

STEEL WALL BRACKET

100

RETURN END OF HANDRAIL TO WALL

38 x 38 H.S.S. VERTICAL STEEL POST

10 DIA. STEEL ROD BEYOND

MAX.

38 x 13 STEEL BAR BOTTOM RAIL

150 920 TO LINE CONNECTING OUTSIDE EDGES OF STAIR NOSING

150

920

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW

100

38 O.D. STEEL TUBE HANDRAIL

LINE OF LAST STAIR NOZING AT BOTTOM OF STAIR

PRECAST CONC. STAIR PRECAST CONC. STAIR

CONC. STAIR LANDING

38 x 13 STEEL BAR BOTTOM RAIL

CONC. STAIR LANDING

100

2- 16 x 150 LONG NELSON STUDS

MAX.

SEE STRUCT.

CONC. STAIR LANDING

Sim

3 A510

REF. A510

HANDRAIL AT TOP

HANDRAIL AT BOT.

A510

SECTION AT LANDING

HANDRAIL CONNECTION AT LANDING

REF. A510

A510

REF. A510

38 O.D. STEEL TUBE HANDRAIL LINE OF 25 STAIR NOSING 25

255 (TYP.TREAD)

NON-SLIP CARBORUNDUM RIDGE CAST INTO CONC. TREAD (TYP.) 38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW. ALIGN OPPOSITE POST WHERE POSSIBLE.

DOWN STAIR

MITERED JOINT STEEL HANDRAIL WELDED TO STL. WALL BRACKET BEYOND

STEEL HANDRAIL WELDED TO STL. WALL BRACKET BEYOND

300

CONC. STAIR LANDING

EQ EQ EQ EQ EQ EQ EQ EQ EQ 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX

200

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW

LINE OF STAIR LANDING BEYOND

100 MAX.

920

300 EXTENSION

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW

75x100x10 THK STEEL PLATE CAST IN CONCRETE

255 (TYP.TREAD)

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW

920

1100 TYP. STAIR WIDTH

STAIR TREAD

555 TYP.

1120

A510

920

STEEL EMBEDMENT SECTION

255

(TYP.TREAD)

OPEN TO BELOW EQ

SEE STRUCT.

38 x 13 STEEL BAR BOTTOM RAIL

920

38 O.D. STEEL TUBE HANDRAIL

170

2- 16 x 150 LONG NELSON STUDS

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW. ALIGN OPPOSITE POST WHERE POSSIBLE.

A510

NOT FOR CONSTRUCTION

PRECAST CONC. STAIR

115

LINE OF STAIR LANDING BEYOND

STEEL EMBEDMENT DETAIL AT PRECAST STAIRS

TYP. STAIR RISER MAX. 200 MIN. 185 38 x 13 STEEL BAR BOTTOM RAIL

255 (TYP.TREAD)

Sim

A510

UP STAIR

135

75 x 100 x 10 THK. STEEL PLATE CAST IN CONCRETE

100 270

75x100x10 THK STEEL PLATE CAST IN CONCRETE

SEE STRUCT.

0 10 . AX M

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW

1100 TYP. STAIR WIDTH

200 MAX.

PRECAST CONCRETE STAIR TREAD

0 10 . AX M

100

1120

100

TYP. STAIR SECTION BOTTOM

TYP. STAIR SECTION TOP

5 4 3 2 1

REF. A510

A510

REF. A510

No.

CONC. STAIR LANDING

PLAN DETAIL AT PRECAST STAIR

REF. A510

A510

STAIR TREAD 170 15 100

Sim 115

300

11B

HANDRAIL ELEVATION DETAIL

11C

HANDRAIL SECTION DETAIL

A510

REF. A510

A510

REF. A510

255 (TYP.)

255 (TYP.TREAD)

300

555 (TYP.)

MITRED JOINT 1100

1st RISER DOWN

UP STAIR TREADS

Sim

A510

297 COLLEGE STREET

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

EOS

EQ EQ EQ EQ EQ EQ EQ EQ 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX

EOS

255 (TYP.TREAD)

A510

297 COLLEGE STREET WEST TORONTO, ON

EOS MITRED JOINT

MITRED JOINT

EOS

38 x 38 H.S.S. VERTICAL STEEL POST

OPEN TO BELOW

EOS OPEN TO BELOW

STEEL GUARDRAIL

2400

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

EOS

EQ.

255 (TYP.TREAD)

EOS

EQ.

200

EQ.

STEEL WALL BRACKET: 13 DIA. STEEL ROD W/ 6 THK. STEEL PLATE ANCHORED TO WALL; PROVIDE SOLID BLOCKING IN WALL WHERE REQ'D; ALIGN WALL BRACKETS OPP. STEEL RAILING POSTS WHERE POSSIBLE (BRACKETS @ 1500 O.C. MAX.)

DOWN STAIR

EOS

EQ.

200

100

NON-SLIP CARBORUNDUM RIDGE CAST INTO CONC. TREAD (TYP.) EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

100

Ã¸

Date

A510

LINE OF 25 STAIR NOSING 1100 TYP. STAIR WIDTH

38 DIA. STEEL TUBE HANDRAIL WELDED TO STEEL WALL BRACKET

Revisions

255 (TYP.TREAD)

38 DIA. STEEL TUBE HANDRAIL WELDED TO STEEL WALL BRACKET

FEBRUARY 07,2014 DECEMBER 06, 2013 OCTOBER 07, 2013 SEPTEMBER 16, 2013 JUNE 04, 2013

25 (TYP.NOSING)

RETURN END OF HANDRAIL TO WALL; CLOSE END W/ STEEL CLOSER PLATE (WELD AND GRIND SMOOTH)

RE-ISSUED FOR TP02/SI01 ISSUED FOR TP02 ISSUED FOR TENDER RE-ISSUED FOR PERMIT ISSUED FOR PERMIT

EOS

STAIR LANDING

EOS 115

EOS STEEL SLEEVE EXPANSION ANCHORED INTO LANDING BELOW

RETURN END OF HANDRAIL TO WALL; CLOSE END W/ STEEL CLOSER PLATE (WELD AND GRIND SMOOTH)

EQ.

Date/time printed: 11/02/2014 3:55:26 PM

MITRED JOINT

11C

38 DIA. STEEL TUBE HANDRAIL WELDED TO STEEL WALL BRACKET

Sim

A510 150

11B

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW. ALIGN OPPOSITE POST WHERE POSSIBLE. EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

Sim

1100

1300

1st RISER UP

UP STAIR

2 A510

EOS

EQ.

UP EOS

EQ.

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW

STAIR TREADS

LINE OF 25 STAIR NOSING 255 (TYP.TREAD)

255 (TYP.TREAD)

Sim 2B

Sim

A510

Drawn

BM, MK, MN 300

255 (TYP.TREAD)

Scale

As indicated

25 100

EOS

EQ.

1100 TYP. STAIR WIDTH

MITRE JOINT OF HANDRAIL AND BOTTOM STEEL BAR RAILMITRE JOINT OF HANDRAIL AND BOTTOM STEEL BAR RAIL

CONSTRUCTION NORTH

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

Checked

300

Date

DECEMBER 2013

Title 10

115

TYPICAL PRECAST STAIR DETAIL

25 (TYP.NOSING) 255 (TYP.TREAD)

255 (TYP.TREAD)

A510

7 A510

HANDRAIL PLAN DETAIL REF. A510

4 A510

PLAN DETAIL AT CONCRETE STAIR LANDING REF. A510

1 A510

TYPICAL STAIR PLAN

Project No.

11-125

Drawing No.

A510

87 PETER STREET

12 11 10 9 8 7 6 5 4 3

REISSUED FOR PERMIT ISSUED FOR REVIEW ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION

JUNE 06,2016 FEBRUARY 09, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014

NO.

REVISIONS

DATE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

REISSUED FOR PERMIT . 87 PETER STREET TORONTO, ON

JUNE 06, 2016

DATE/TIME PRINTED:

06/06/2016 5:54:09 PM

BABAK ESLAHJOU LICENCE 4706

DRAWN

SCALE

NM, SD, MN, NI, SH, PS CHECKED

DATE

JUNE 2013

TITLE

COVER

PROJECT NO.

11-253

DRAWING NO.

A000

ALL ELEVATIONS SHOW TOP OF STRUCTURAL SLAB AT DRAINS UNLESS NOTED OTHERWISE. A SEPERATE GARBAGE AND RECYCLING STORAGE FACILITY FOR COMMERCIAL COMPONENT HAS BEEN PROVIDED. COMMERCIAL WASTE CONTAINER WILL BE IDENTIFIED.

EXISTING 6 STOREY BUILDING

THE LOADING FACILITY AND ENITIRE ROUTE TO LOADING AREA MUST CONFORM TO: - DESIGN CODE (O.B.C.) - DESIGN LOAD - IMPACT FACTOR - 5% FOR MAX. VEHICLE SEEDS TO 15KM/h AND 30% FOR HIGHER SPEEDS EXISTING 10 STOREY MASONRY BUILDING CENTRE LINE OF LANE

PRIVATE LANE

12553

TYPE G LOADING PAD CAN BE USED BY BOTH RESIDENTIAL AND COMMERCIAL AND THEIR COLLECTION DAYS WILL BE SCHEDULED TO BE IN OPPOSITE DAYS. A LEVEL (2%) OF 8 INCHES REINFORCED CONCRETE WILL BE PROVIDED AT LOADING SPACE AND ENTIRE ROUTE. (4M WIDTH X 13M LONG) ALL PARKING LEVEL EXIT DOORS AND VESTIBULES SHOULD BE GLAZED TO THE MAXIMUM ALLOWANCE AREA BY CODE TO INCREASE SAFETY AND NATURAL SURVELLIANCE.

MAX. 12700 41910

N73째27'40"E

PROPERTY LINE

LEVEL 5 AMENITY TERRACE

LEVEL 13 PRIVATE TERRACE

EXTENT OF BALCONIES - LEVELS 06-49 (REFER TO ELEVATIONS) LEVEL 6 PRIVATE TERRACE LEVEL 50 MECHANICAL TERRACE

PROPERTY LINE

LEVEL 5 AMENITY TERRACE

ELEVATOR ROOF

N16째37'50"W

PROPERTY LINE

RANDOM BALCONIES ON LEVELS 07-49 (REFER TO ELEVATIONS)

N16째37'50"W

38720

RANDOM BALCONIES ON LEVELS 07-49(REFER TO ELEVATIONS)

720 LANE WIDENING DEDICATION (W/STRATA CONVEYANCE TO MIN 0.75M BELOW FINISHED GRADE)

GREEN ROOF

PUBLIC LANE

38820

PETER STREET

CANOPY

LEVEL 16 PRIVATE TERRACE

10 9 8 7 6 5 4 3 2 1

REISSUED FOR PERMIT ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW

JUNE 06,2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014

NO.

REVISIONS

DATE

LEVEL 16 PRIVATE TERRACE LEVEL 6 PRIVATE TERRACE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

PUBLIC SIDEWALK

LEVEL 5 AMENITY TERRACE

EXISTING 2 STOREY BUILDING

41910

12373

5684

MAX. 12500

MAX. 5800

LEVEL 6 PRIVATE TERRACE

N73째19'20"E

PROPERTY LINE

RANDOM BALCONIES ON LEVELS 17-49 (REFER TO ELEVATIONS)

6008 MAX. 6200

87 PETER STREET TORONTO, ON

EXISTING 4 STOREY BRICK BUILDING

BABAK ESLAHJOU LICENCE 4706

DRAWN DATE/TIME PRODUCED: 06/06/2016 5:54:29 PM

NM, SD, MN, NI, SH, PS CHECKED

SCALE

1 : 100 DATE

JUNE 2013

TITLE

ZONING SITE PLAN

1 A104

ZONING SITE PLAN

PROJECT NO.

11-253

DRAWING NO.

A104

AAy AA

A416

AAy ON N16°37'50"W

A415

NOTES:

HH HHy

401

5400

5900

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

1.1y ON N73°27'40"E

41841 5900

5900

6150

391

+ 86.660

+ 86.700

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (86.660)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

1.1y

A500 DASHED LINE INDICATES CEILING TYPE 7

258

1.1

N73°27'40"E

750

150 CB - 2HR

BM 600x975

BM 1800x1200

5200

350 350

5200

350 350

DP1-08

1977

17050 @ 5.0% DN

5600

( 82.100 )+ ( 82.100 )+

985

1115

864

2436

100 SLOPE 3.46%

825

F.E.

1360

1400 HATCHED AREA INDICATES 1100x1100 LEVEL AREA FEATHERED AS REQUIRED. NO EDGE TO BE GREATER THAN 13, TYPICAL

5900

TYPICAL PARKING 2600x5600

500 CONC - 1.5HR

TYPICAL PARKING 2600x5600

350

675 CONC - 1.5HR

1980

200

HATCHING INDICATES SLAB THICKENING

800

N16°37'50"W

300

450

490

935

2452

318 300

1315 1315

TYPICAL PARKING 2600x5600

200CB - 1.5HR

( 83.505 )+

1109

150 CB - 1.5HR

ELEVATOR 5 FIREFIGHTER 300 CONC

2901

300 SLAB

HOLLOW METAL SCREEN ON 3 COURSES OF CMU BLOCK C/W TEMPERED GLASS

ELEVATOR MACHINE ROOM P1-08

5900

760

TYPICAL PARKING 2600x5600

760

A520

( 83.525 )+ 760

TYPICAL PARKING 2600x5600

760

83.375

SIM 2

150 CB - 1.5HR

+( 83.427 ) 760

P1-07

DP1-05

150 CB

ELEVATOR LOBBY

150 CB

83.375

2935

150 CB

P1-06

300 CONC - 1.5HR

300

150 CB - 1HR

2450

38820

5085

1000

VESTIBULE

13000 @ 4.8% DN

150 CB - 1.5HR 4091

100 S 1.12%

P1-15

( 82.730 ) + ( 82.730 ) +

+ ( 82.730 )

DP1-04

AD ( 83.663 )

BUILDING STORAGE

(F.S.P.)

4550

DP1-03

150 CB - 2HR

TYPICAL PARKING 2600x5600

100 SLOPE 1.89%

185

500

675 CONC - 1.5HR

2149

PROPERTY LINE

( 82.918 )+

150 CB

150

850

100 S 2.65%

3890

300 CONC 1.5HR 300- SLAB

+ ( 82.610 ) ( 82.610 ) + BM 675x500 + ( 82.610 ) ( 82.610 ) +

( 82.730 ) +

815 350 350

350

710

+( 82.893 )

150 CB

350

150 CB - 1.5HR

DASHED LINE INDICATES CEILING TYPE 7

200 CONC - 2 HR

+( 82.730 ) +( 82.730 )

HOISTWAY WIDTH

5900

AD ( 82.560 )

TYPICAL PARKING 2600x5600

2.4 6%

575

AD ( 82.630 )

5410

AD ( 82.630 )

185

1 HR FIRE RATED ENCLOSURE AT CEILING

2160

P1-13

100 SLOPE 4.33%

TYPICAL PARKING 2.6x5.6M

SL OP E

P1-16 200

200 CONC - 2 HR

5530

HOISTWAY WIDTH

500 CONC - 1.5HR

400 CONC

5085 TYPICAL PARKING 2.6x5.6M

TELEPHONE / COMMUNICATION

P1-17

TYPICAL PARKING 2600x5600

ELEVATOR-B PIT

350 350

200

ELEVATOR-A PIT

10 0

350 355

795

( 82.730 ) + ( 82.730 ) +

+ ( 82.610 )

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

800

13000 @ 5.0% DN

2235

200

2235

5530

500 TYPICAL PARKING 2.6x5.6M

+ ( 82.730 )

( 82.100 )+ ( 82.100 )+

RIDGE ( 82.100 )

+( 82.100 )

DP1-13

2235 HOISTWAY DEPTH

+( 82.100 )

( 82.610 ) +

( 82.610 ) + DP1-12

200

795

DP1-11

1360 350 350

350 350

800

+ ( 82.610 )

( 82.730 ) +

+( 82.730 )

HATCHING INDICATES EXTENT OF COUNTER SLOPE

675 CONC - 1.5HR

A416

+( 82.100 )

BM 675x500150 CB - 2HR

CEILING TYPE 7 PATTERN DENOTES 125 PINNED ON MINERAL WOOL THERMAL INSULATION BLANKET WITH REINFORCED FACING (MINIMUM 3.52 R.S.I. [R20]) INSULATION TO EXTEND BEYOND PERIMETER OF HEATED SPACE ABOVE BY MINIMUM 600 TYPICAL

( 82.950 )+

+( 82.730 )

CEILING TYPE 6 PATTERN DENOTES HEATED PLENUM

38680

1450

CEILING TYPE 5 PATTERN DENOTES EXTENT OF ELECTRIC HEAT. PROVIDE 22 FURRING CHANNELS @600 O.C. @ U/S OF CONCRETE SLAB ABOVE TO FACILITATE INSTALLATION

TYPICAL PARKING 2600x5600

100 SLOPE 3.33%

150 HIGH CONCRETE CURB 500

CEILING TYPE 4 75 RIGID PINNED INSULATION TYPE 1A TO U/S OF SLAB (C/W A.S.J.) INSULATION TO EXTEND BEYOND PERIMETER OF HEATED SPACE ABOVE BY MINIMUM 1200 TYPICAL

AD ( 82.000 )

( 82.950 )+

RIDGE ( 82.950 )

3 A500

100 SLOPE1.63%

P1-14

800

HATCHING INDICATES EXTENT OF COUNTER SLOPE

REFER TO STRUCTURAL AND SHORING DRAWINGS FOR FOUNDATIONS AND SHORING

1000

300

200

800

1000

740

1600

350

+( 81.450 )

650

350 350

350

2280

350 350

350

350 350

2755

( 81.450 )+

300 SLABRIDGE ( 81.450 )

+( 81.450 )

F.E

( 81.450 )+

800

150 HIGH CONCRETE CURB

150 CB

DP1-STC

150 HIGH CONCRETE CURB

550

550 CONC - 2HR

A415

6650

1115

DP1-01

250

935

150 CB - 1HR

740

2810

87 PETER STREET TORONTO, ON

( 81.450 )+ ( 81.450 )+ 150 CB

S.P.

150 CB 600 CONC

( 81.450 )+ ( 81.450 )+

AD ( 81.400 )

(15 VERTICAL SPACES) = TOTAL: 15

TYPICAL PARKING 2.6x5.6M

TYPICAL PARKING 2600x5600

+( 81.450 )

TYPICAL PARKING 2600x5600

+( 81.450 )

BM 1140x1000

BM 1140x650

BABAK ESLAHJOU LICENCE 4706

TYPICAL PARKING 2600x5600 ( 81.450 )+

+( 81.450 )

( 83.600 )+

+( 83.600 )

TYPICAL PARKING 2600x5600

+( 83.600 )

A417

BM 300xVARIES.

P1-01

50 SLOPE 1.85%

600 CONC

4600

600 CONC - 2HR

250

RESIDENTIAL BICYCLE STORAGE

5600

DASHED LINE INDICATES CEILING TYPE 7.

200 CONC

2100

300 SLAB

TYPICAL PARKING 2600x5600

100 SLOPE 2.17%

300 SLAB

550

BM 1000x900

( 83.600 )+

DATE

F.E

1000

350 350

600

300

INTAKE SHAFT

OPEN TO BELOW

REVISIONS

600

250

450

350 350

+( 81.450 ) +( 81.450 )

1502

1202

1000

350 350

200 CONC

250 CONC

NO. 1

AD ( 81.350 )

1000

1100

300 250 350

200

250

1500 200 CONC

JUNE 06,2016 MAY 30, 2016 MAY 09, 2016 MAY 06, 2016 JANUARY 27, 2016 JANUARY 15, 2016 JANUARY 07, 2016 JANUARY 07, 2016 NOVEMBER 30, 2015 NOVEMBER 30, 2015 NOVEMBER 02, 2015 NOVEMBER 03, 2015 NOVEMBER 03, 2015 OCTOBER 13, 2015 DECEMBER 02, 2015

100 SLOPE 1.41%

5150

1725

( 81.350 )+

100 SLOPE 3.24%

100 SLOPE 1.65%

P1-04

100 SLOPE 2.69%

1000

200 CONC

STORM WATER VAULT

REISSUED FOR PERMIT REVISED FOR SI 031 REVISED FOR SI 029 REVISED FOR SI 018R1 ISSUED FOR TP05 ISSUED FOR TP04 REVISED FOR SI 008 R1 REVISED FOR SI 010 REVISED FOR SI 008 ISSUED FOR DRYWALL TENDER REVISED FOR SI 006 REVISED FOR SI 005 REVISED FOR SI 004 REVISED FOR SI 002 REVISED FOR SI 001

AD ( 83.500 )

2599

17100 @ 3.7% DN

15.0% DN

3000 @ 7.5% DN

100 SLOPE 1.69%

S.P.

550 CONC - 2HR

2516 @ 4.9% DN

RIDGE ( 81.450 )

RIDGE ( 83.600 )

3600

DP1-STCa

600 CONC - 2HR

150 CB - 2HR

21 20 19 18 17 16 15 14 13 12 11 10 9 8 7

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

300 SLAB

DN 14R

250

350

S.P. 84.950

UP 16R

83.600

200 CONC

650

200

650 CONC - 2HR

200

3950

150 CB - 1.5HR

300 CONC - 1.5HR

TYPICAL PARKING 2600x5600

2885

83.600

1175

1000

( 83.600 )+

P1-05

STAIR-C

( 83.600 )+ 300

RIDGE ( 83.600 )

+( 83.600 )

650

A501

1715

VESTIBULE

DP1-02

2400

150 CB - 2HR

+( 83.600 )

150 CB - 1.5HR

300 CONC - 1.5HR

350 350

100

350

DP1-07

BM 300x1095

DENOTES DIRECTIONAL TRAFFIC SIGN

1257

82.100

PARKING

300

DENOTES PEDESTRIAN AISLES

P1-12

RIDGE ( 82.100 )

RIDGE ( 82.950 )

100 SLOPE 1.72% AD ( 82.850 )

710

N16°37'50"W

DP1-STA

187

150 CB

100 SLOPE 3.34% TYPICAL PARKING 2.6x5.6M

100 SLOPE 1.72%

700 CONC - 2 HR

VESTIBULE

150 CB

( 82.771 )+

300 CONC - 2HR 4893

FHV/F.E

675 CONC - 1.5HR

1000 TRANSFER SLAB

600 CONC - 2HR

808

1196

150 HIGH MINIMUM AT 300 WIDE CONCRETE CURB.

TYPICAL PARKING 2.6x5.6M

+( 82.950 )

DN 14R

PATTERN DENOTES EXTENT OF SLOPED SLAB

300 SLAB VARIABLE

+( 82.950 )

82.100

S.P.

160 2030

STAIR-A

700 CONC - 2 HR

7360

350 350

150 CB - 2HR

CEILING TYPE C2 2-HR

PROPERTY LINE

3985

UP 17R

150 CB - 2HR

+( 82.100 ) 1565

CEILING TYPE C1

932 1110

150 CB - 2HR

( 82.100 )+ ( 82.100 )+

+( 82.100 )

150 CB - 2HR

266

350 SLAB

150 CB - 2HR

75 SLOPE 3.01% 1000

150 CB - 2HR

991

300 CONC - 2HR

FHV/F.E

+( 82.100 ) +( 82.100 )

PROPERTY LINE

4400

150 CB - 2HR

BM 1800x1200

( 82.100 )+ ( 82.100 )+

150 CB - 2HR

( 82.950 )+ 450

5100

1000

DP1-10

1113

+( 82.100

( 82.950 )+

REFER TO ELECTRICAL FOR EQUIPMENT LAYOUT.

493

1360

350

700 CONC - 2HR

( 82.950 )+

+( 82.100

AD ( 82.025 )

107

38720

F.E

DP1-06

P1-09

150 CB - 2HR

150 CB - 2HR S.P.

1000

999

100 vinyl + mineral insulation

( 82.950 )+

75 SLOPE 1.82 P1-10

EXHAUST SHAFT

TYPICAL PARKING 2600x5600

600 CONC - 2HR +( 82.950 ) +( 82.950 ) 150 CB - 1HR

600

150 CB - 2HR

MECHANICAL ROOM

75 S 3.01%

DASHED LINE INDICATES CEILING TYPE 4.

150 CB - 2HR

A430

BM 1800x1200

+( 82.950 )

100 vinyl + mineral insulation

BM 1800x1200

82.950 1613

BM 900x900

AD ( 82.025 )

600 CONC

+( 82.950 )

75 SLOPE 1.29%

DP1-09

100 S 2.92%

2981

1300 CONC 450 SLAB

75 SLOPE 1.26%

ELECTRICAL ROOM

UP 5R

1000

100 S 1.8%

LEGEND:

OPEN TO BELOW 75 SLOPE 3.06%

100 S 1.91%

BM 800x500

RIDGE ( 82.100 )

3025

+( 82.100 )

( 82.100 )+ ( 82.100 )+

( 82.100 )+ +( 82.100 )

600

250 CONC

150 CB - 2HR

100 vinyl + mineral insulation

200

( 82.950 )+

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE. 4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

+( 82.100 )

( 82.100 )+

( 82.950 )+

75 S 3.02%

250 CONC

450 SLAB

1175

+( 82.100 )

+( 82.950 ) +( 82.950 ) 600

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

1.1

PROPERTY LINE

750

41910

395

101

+( 81.450 )

BM 1140x1450/650

( 81.450 )+

DRAWN

7.7

41910

N73°19'20"E

1276

870

830

DATE/TIME PRODUCED: 07/06/2016 8:55:43 AM

NM, SD, MN, NI, SH, PS

7.7

PROPERTY LINE 258

7.7y

CHECKED

7.7y

169

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL P1 (RESIDENTIAL PARKING)

HHy ON N16°37'50"W 7.7y ON N73°19'20"E

AAy AA

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A202

AAy AA

A416

A401

AAy ON N16°37'50"W

A415

NOTES:

HH HHy

401

5400

5900

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

1.1y ON N73°27'40"E

41841 5900

5900

6150

391

+ 86.660

+ 86.700

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (86.660)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

41910

1.1y

1180

964

2120

656

1.1y

A601 380

380

620

1.1

N73°27'40"E

A602 CEILING TYPE 4 RIGID PINNED INSULATION

AD(+86.770)

+( 86.900 ) +( 86.900 )

( 86.870 )+

LEGEND:

SIM 4 A500

PROPERTY LINE CEILING TYPE C1 5600

( 86.870 )+

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

SLOPE 4.3%

RIDGE ( 86.870 )

( 86.740 )+

( 86.870 )+

D01-STA

+( 86.900 ) +( 86.900 )

FOR FINISHING DETAILS REFER TO LANDSCAPE DRAWINGS

RIDGE ( 86.900 )

W01-12

SURFACE DRAIN

AD(+86.800) D01-12

RIDGE ( 86.900 )

RIDGE ( 86.630 )

3000

270 SLOPE 2.52%

DASHED LINE INDICATES CANOPY ABOVE

+( 86.900 )

( 86.900 )+

( 86.870 )+

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

3000

+( 86.900 )

( 86.900 )+

+( 86.900 ) +( 86.900 )

+( 86.630 )

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

1.1

PROPERTY LINE 395

41910

240 CB - 2HR

150 CB - 2HR

1250

1908

AD ( 86.800 ) 100 S 3.74% 100 S 5.4%

1149 2157

2157

300 CONC - 2HR

240 CB - 2HR

8269

345 355

5900

PROPERTY LINE

STEEL COLUMN PROTECTOR, TYPICAL

300

5700

200

800

38680

4165

01-16

1382

5900

4558

1980

2675

EIFS FINISH ON CONCRETE BLOCK WALL

( 88.080 )+ ( 88.080 )+

+( 86.980 ) +( 86.980

2 4

AcW12

1080 657 ( 86.980 )+

800 +( 86.980 )

( 86.980 )+

300 SLAB

+( 86.980 )

AcW12 350

AcW12

200

240 CB - 2HR

+(86.540)

452

240 CB - 2HR (86.865)+

D01-27

AcW12

472 3 A600

529

ACCESS DOOR

52 548

6650 5600

D01-24

AD ( 86.800 ) 100 S 1.26%

A417

100 SLOPE 2.6%

( 86.750 )+ AD ( 86.750 )

N D01-28

01-22

52 548

+( 88.354 )

7 ( 86.850 )+ ( 86.850 )+ 400 CONC - 2HR

CHECKED

ET 40

7.7

41910

N73°19'20"E

PROPERTY LINE

41190

7.7y

DRAWN

NM, SD, MN, NI, SH, PS 500

400 CONC - 2HR

BABAK ESLAHJOU LICENCE 4706

1276

+( 88.354 )

3430

GAS ALCOVE

245

400 CONC

100 S 4.04%

150 CB - 2HR

555

A600

+( 86.850 )

600 CONC - 2HR

OPEN TO BELOW

250

150 CB - 2HR

100 SLOPE 3.11% D01-26

01-21 (29 STACKERS + 13 VERTICAL + 4 HORIZONTAL SPACES) = TOTAL: 75

+( 86.850 )

150 CB - 1HR

87 PETER STREET TORONTO, ON

(86.730)+ 600 CONC - 2HR

600 CONC - 2HR

500

( 86.750 )+ 100 SLOPE 1.43%

6 600

646

200 DROP

+(86.540)

100 SLOPE 3.43%

300 CONC - 2HR

HSS 203X152X6.4 (LSH)

VISITOR BICYCLE STORAGE

F.E.

S.P.

1686

326

+( 88.354 )

1100

D01-18

325 CONC - 2HR

2424

600

AcW12

DATE

6900

371

3768

AcW12

REVISIONS

A600

600

AcW12

1840

300 SLAB

RIDGE ( 86.790 )

403

01-08

NO.

1780

1700

HATCHES INDICATES CEILING TYPE 1 PET SPA

3000 @ 7.3% DOWN

RIDGE ( 86.590 )

01-07

W7 D01-08

3271

HATCHES INDICATES CEILING TYPE 1

6300

WASHROOM

17110 @ 15.0% DOWN

200 CB - 2HR

1254

1755

JUNE 06,2016 JUNE 03, 2016 MAY 30, 2016 MAY 09, 2016 MAY 06, 2016 APRIL 05, 2016 FEBRUARY 09, 2016 JANUARY 27, 2016 JANUARY 15, 2016 JANUARY 07, 2016 DECEMBER 18, 2015 NOVEMBER 02, 2015 NOVEMBER 03, 2015 NOVEMBER 03, 2015 DECEMBER 02, 2015

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

1276

1309

REISSUED FOR PERMIT REVISED FOR SI 029R1 REVISED FOR SI 031 REVISED FOR SI 029 REVISED FOR SI 018R1 REVISED FOR SI 018 ISSUED FOR REVIEW ISSUED FOR TP05 ISSUED FOR TP04 REVISED FOR SI 010 REVISED FOR SI 009 R1 REVISED FOR SI 006 REVISED FOR SI 005 REVISED FOR SI 004 REVISED FOR SI 001

METAL STUDS AND EIFS ABOVE OVERHEAD DOOR CEILING TYPE 4 RIGID PINNED INSULATION

22 21 20 19 18 17 16 15 14 13 12 11 10 9 8

D01-19

01-06

HATCHES INDICATES CEILING TYPE 1

700

305

AcW12

BUMPER, STEEL TUBE GUARD,TYPICAL

RIDGE ( 86.980 )

1550

350

AcW12

1000

350

AcW12

10526 @5.00% DOWN

350

1900

650

350 350

350

AcW12

1790 1765

200 CB - 2HR

240 CB - 2HR

F.E.

D01-06

F.E.

CEILING TYPE 4 RIGID PINNED INSULATION

+( 88.354 )

BM HSS102X102X6.4

840 WALL

AD ( 86.880 )

D01-07

325 CONC - 2HR

6076

100 SLOPE 4.08%

100 SLOPE 3.84%

300 CONC - 2HR

N16°37'50"W

800

345 355

100 SLOPE 1.99%

455

185 465

1000

200

250 SLAB

D01-23

1945

240CB - 1.5HR

100 SLOPE 2.6%

300 1830

2130

EIFS FINISH ON CONCRETE BLOCK WALL 4400

A600

100 SLOPE 1.82% AD ( 86.880 )

345

350 100 S 2.49%

240 CB - 2HR

3240 270 2205

18590

1149

240 CB - 2HR

185 465

833

100 S 3.94%

RIDGE ( 86.980 )

200CB - 1.5HR

100 S 3.94%

5530

200CB - 1.5HR

300x2150 BMW2

800

675 120

675

JANITOR CLOSET

EL 87.506 3517

300

DASHED LINE INDICATES STAGING AREA

A415

1736

1863

1000

10.4 m²

( 86.980 )+ ( 86.980 )+

01-10

1481

800

01-20

1855

D01-09

AcW12 325 CONC - 2HR

200

125

A601

100 SLOPE 2.83%

240 CB - 2HR

1848

5700

01-17

3025

1590

MAILROOM

200 CB - 2HR

1100

200 CB

6 A600

779 W7

550

3360

550 CONC - 2HR

3460

1116

100 S 3.65%

800

200 CB - 2HR

W7 W7

313

600 CONC - 2HR

4700

200

D01-14

2550

3007 CEILING TYPE 4 RIGID PINNED INSULATION

BULK AND GARBAGE STORAGE

87.506

979

1044

W7 380

241

240

1540

453

D01-16

CORRIDOR

1525

3154

HATCHES INDICATES CEILING TYPE 1

2240

MOVE-IN ROOM

AD ( 86.930 )

2830

240 CB - 2HR

300

5900

( 86.980 )+ BUMPER, STEEL TUBE TYPE 'G'/'B' GUARD,TYPICAL LOADING SPACE

A600

2620

( 86.980 )+

A600

350

W2 W2 350 350 0

4753

5700

150 CB - 2HR 100 S 3.57%

+( 86.980 )

01-14

350

2139

A501

200CB - 1.5HR W2

160

650

DN 18R

CEILING TYPE 4 RIGID PINNED INSULATION

+( 86.980 ) +( 86.980 )

75 EIFS FINISH ON CMU BUMPER, STEEL TUBE GUARD,TYPICAL 2675

D01-15

AD ( 86.930 )

+( 86.980 ) +( 86.980 )

200

1721

240 CB 240 CB

01-11

S.P.

2400

A601

LOUNGE

2753

350 350 1950

F.E.

4685

UP 14R

ELEVATOR 5 FIREFIGHTER

SIM

F.S.P.

240 CB - 2HR

100 S 3.86%

200CB - 1.5HR

HATCHES INDICATES CEILING TYPE 1

R 750

800 CONC

UP 4R

650 CONC - 2HR

750

1016

STAIR-C 86.750

A500 798

EL 86.650

D01-STC

2750 381 1169

235

200CB - 1.5HR

130

800

01-12

D01-13

475

38820

ELEVATOR 6 FIREFIGHTER

100 S 3.88%

618

2302

350

335

VESTIBULE

1725

W2 300 CONC - 2HR

240 CB

300 CONC - 1.5HR

915

120

3770

405

200

A520

100 S 3.19%

EL 86.710 3985

1715

240 CB

185 490

LOBBY

736

N16°37'50"W

5600

300 CONC - 1.5HR

CEILING TYPE 4 RIGID PINNED INSULATION

3575

D01-02

F.E.

01-02

W01-04

W01-03

+( 86.980 )

( 86.980 )+

FHV/F.E

240CB - 1.5HR

150 CB - 1HR

2475

F.S.P.

2890

2992

3028

86.710

A520

1780

1830

01-01

2717

SIM

972 W3

LOBBY VESTIBULE

675 CONC - 1.5HR

(S.P.)

HATCHES INDICATES CEILING TYPE 1

D01-10

PROPERTY LINE

D01-01

FIREFIGHTER ELEVATOR 4

RIDGE ( 87.506 )

297 W9 - 1HR

200

( 86.980 )+ RIDGE ( 86.980 )

+( 86.980 )

240 CB - 2HR +( 86.980 )

240 CB - 2HR

+( 86.980 ) +( 86.980 )

W9 - 1HR 113

W3 1748

2755

+( 86.980 )

W2 456

398

800 W2

W9 - 1HR

185 490

W7 W2

624

222

300

675 CONC - 1.5HR

W01-06

W01-05

200CB - 1.5HR

ELEVATOR 3

248

W01-13

3985

426

1915

240 CB - 2HR

F.S.P.

D01-05

800

433

1853

1613

1273

226

400 CONC - 1HR

STORAGE ROOM

01-03 1204

160

CONCIERGE OFFICE

01-05

2012

01-04

225

930

C.A.C.F. ROOM

200 CB - 1HR

240 CB - 2HR

3025

240 CB - 2HR

D01-03

+( 86.980 ) +( 86.980 )

2240

D01-20

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

D01-17

100 SLOPE 1.77%

1180

D01-04

( 86.980 )+

1465

240 CB - 2HR

700 CONC - 1.5HR

240 CB - 2HR

5410

3485

300x2150 BMW2

4390

200

240 CB - 2HR

500 200

2235

ELEVATOR 2 200CB - 1.5HR

1775

5530

4780

1180

620

135

2235 HOISTWAY DEPTH

ELEVATOR 1 HOISTWAY WIDTH

A601

135 200

700 CONC - 2HR

3663

3423

3663

1180

W01-07

2235

F.E.

A416

100 SLOPE 3.81%

150 CB - 2HR

200CB - 1.5HR

700 WASHROOM TO BE PART OF TENANT FIT-OUT

3035

2235 HOISTWAY DEPTH

450

181

200CB - 1.5HR

360

350 1180

450

CEILING TYPE 6 PATTERN DENOTES HEATED PLENUM

AD ( 86.800 )

675 CONC - 2HR W2

100 SLOPE 4.18%

38720

1780

F.E.

W9 - 1HR

F.E.

100 SLOPE 3.98%

350 350

1085

DASHED LINE INDICATES CEILING TYPE 4 RIGID PINNED INSULATION

100 SLOPE 3.23% 2 HR FIRE RATED SHAFT WALL AT CEILING

2 A602

329

D01-21 2150 675 CONC - 2HR

1000

150

01-13

W9 - 1HR

650

1180

450

1000

S.P.

1589

VESTIBULE

W9 - 1HR

W01-08

3630

CEILING TYPE 5 PATTERN DENOTES EXTENT OF ELECTRIC HEAT. PROVIDE 22 FURRING CHANNELS @600 O.C. @ U/S OF CONCRETE SLAB ABOVE TO FACILITATE INSTALLATION

AcW12

800

EIFS FINISH ON CONCRETE BLOCK WALL

1015

2270

5410

1190

300

4043

AD ( 86.880 )

1149 909

380

3216

850

CEILING TYPE 4 75 RIGID PINNED INSULATION TYPE 1A TO U/S OF SLAB (C/W A.S.J.) INSULATION TO EXTEND BEYOND PERIMETER OF HEATED SPACE ABOVE BY MINIMUM 1200 TYPICAL

7360

3993

100 SLOPE 4.55%

SIM 1 A520

86.900

( 86.990 )+

F.E.

100 SLOPE 5.74%

221.7 m²

100 S 3.16%

( 86.900 )+

240 CB - 2HR

01-18 175.2 m²

100 S 3.42%

+( 86.900 )

( 86.900 )+

HOISTWAY WIDTH 700 CONC - 2HR

254

01-19

240 CB - 2HR

+( 86.900 )

D01-22

9.7 m²

GARBAGE/RECYCLE ROOM

GARBAGE BI-SORTER

DENOTES DIRECTIONAL TRAFFIC SIGN

( 86.990 )+

300 CONC - 2HR

BUMPER, STEEL TUBE GUARD,TYPICAL

2736

50 S 4.01%

1830

AD (86.950)

01-23 RETAIL SPACE

1180

493

DASHED LINE INDICATES CEILING TYPE 4 RIGID PINNED INSULATION

50 S 2.7%

RETAIL GARBAGE ROOM

+( 86.980 ) +( 86.980 ) BUMPER, STEEL TUBE GUARD,TYPICAL

( 86.900 )+

50 S 2.7%

W01-09

24006

347

+( 86.900 )

( 86.900 )+

50 S 4.01%

272

D01-11

750

655

D01-25

+( 86.900 ) +( 86.900 )

A400

+( 86.900 )

240 CB - 2HR

400

1176

+( 86.900 ) +( 86.900 )

5900

DENOTES PEDESTRIAN AISLES

2375

F.E.

PATTERN DENOTES EXTENT OF SLOPED SLAB

S.P.

BM 350x800

1590

840 CONC - 2HR

1305

1935

100 SLOPE 5.84%

1180

195

DATE/TIME PRODUCED: 07/06/2016 8:56:08 AM

100 SLOPE 4.23%

CEILING TYPE C2 2-HR

DN 19R

150 CB - 2HR

AD ( 86.800 )

W01-10

( 86.900 )+

300

350

100 SLOPE 2.38%

2220

240 CB - 2HR

3680

A601

00 ø8

100 SLOPE 7.96%

3026

SIAMESE CONNECTION

150 CB - 2HR 2 HR FIRE RATED SHAFT WALL AT CEILING

UP 16R

150 CB - 2HR

AD ( 86.800

443

STAIR-A 87.375

( 86.900 )+

1900

1850

1849

RIDGE ( 87.348 )

METAL GUARDRAIL AND HANDRAIL, TYPICAL

00 ø8

4795

300

374

0 75

349

0 75

749

1825

WINDOW SPRINKLER (REFER TO MECHANICAL)

6256 @ 6.7% DN

1100

A430

LINE INDICATES W9 - 2 HR LOCAL AT SPANDREL ABOVE

1828 1180

W01-11 304

RIDGE ( 86.900 )

341

1897

2118

87.348

DP1-STAa

150 CB - 2HR

300 CONC

100 SLOPE 2.7

+( 87.950 )

7.7 7.7y

720

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL 1

HHy ON N16°37'50"W 7.7y ON N73°19'20"E

AAy AA

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A204

AAy AA

A401

A416

NOTES:

HH HHy

A415

AAy ON N16°37'50"W

401

5400

5900

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

1.1y ON N73°27'40"E

41841 5900

5900

6150

391

+ 86.660

+ 86.700

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (86.660)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

41910

1.1y

720

1.1y

A602

W02-02

4400

600

( 94.665 )+ 300

5200

350 350

5200

350 350

5200

350 350

5200

350 350

5203

347

D02-STA

DENOTES PEDESTRIAN AISLES

493

145

DENOTES DIRECTIONAL TRAFFIC SIGN

02-06

1354

350

300

VESTIBULE

3350

1257

1050

94.665

CEILING TYPE 4 75 RIGID PINNED INSULATION TYPE 1A TO U/S OF SLAB (C/W A.S.J.) INSULATION TO EXTEND BEYOND PERIMETER OF HEATED SPACE ABOVE BY MINIMUM 1200 TYPICAL

AcW12 310

550

PATTERN DENOTES EXTENT OF SLOPED SLAB

A500

S.P.

150 CB

1065

600 CONC

2395

600 CONC - 2HR

2042 808

1000

700 CONC

2720

700 CONC

STAIR-A

D02-05

2785

CEILING TYPE C1

( 94.665 )+

DN 16R

1204

400

PROPERTY LINE

CEILING TYPE C2 2-HR

S.P. 100 SLOPE 2.01%

600

LEGEND: 700 1257

UP 14R

300 CONC - 2HR

150

395

4687

5600

350 350 240

BM 600x1200

1150

EXHAUST

COMPACT PARKING 2600x5200

2720

700 CONC

107

300 CONC - 2HR

150 CB - 1.5HR 150 CB - 1HR

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

AD ( 94.565 ) 100 S 3.56%

3600

190

1750

BM 600x1615

1150

BM 700x1500

TYPICAL PARKING 2600x5600

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

( 94.665 )+

145

600 CONC - 1.5HR

350 350

TYPICAL PARKING 2600x5600

PARKING

1000

600

TYPICAL PARKING 2600x5600

200 CB - 2 HR

COMPACT PARKING 2600x5200

( 92.702 )+ ( 92.702 )+

PARKING

D02-01

100 S 3.73% AD ( 92.652 )

200 CB - 2 HR

1530

02-01

600 WALL

1930

750 WALL-1.5HR

COMMERCIAL STORAGE ROOM

200 CB - 2 HR

+( 92.702 ) COMPACT PARKING 2600x5200

600 CONC - 1.5HR

100 S 3.98%

200 CB - 2 HR +( 92.702 )

BM 700x1500

BM 700x1800

BM HSS152X152X6.4

TYPICAL PARKING 2600x5600

200 CB - 2 HR

BM 700x1600

200 CB - 2 HR

100 S 5.7%

200 CB - 2 HR

LINE INDICATES CANOPY BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

1.1

PROPERTY LINE

200 CB

N73°27'40"E

1150

41910

142

1.1

150 CB

02-09

999

3600

800

200

5700

800

300

2850

1950

1085

1780

4775

850

275

5700

200

800

7360

200 CB - 2 HR

TYPICAL PARKING 2600x5600

4092

800

A416

A520

BM 675x500 575

150 CB - 2HR

150 CB

3600

200

800

ELEVATOR 3

TYPICAL PARKING 2600x5600

300

200

800

4092

800

350 350

( 94.125 )+

RIDGE ( 94.059 )

600 HIGH CONCRETE CURB

A602

5498

2052

225 SLAB

6650

F.E.

150 CB - 1.5HR D02-04

AcW12

6 87 PETER STREET TORONTO, ON

( 94.059 )+ 600 CONC - 1.5HR

100

AcW12

( 94.059 )+

AcW12

100 SLOPE 1.91%

TYPICAL PARKING 2600x5600

125

TYPICAL PARKING 2600x5600

+( 94.059 )

+( 93.308 )

+( 94.059 )

+( 93.308 )

BM 700x850

AD ( 94.010 )

+( 94.059 )

500

AcW12

N 4 A602 BABAK ESLAHJOU LICENCE 4706

990

AcW12 AcW12

TYPICAL PARKING 2600x5600

1 A417

100 SLOPE 1.91%

500 125

TYPICAL PARKING 2600x5600

100 SLOPE 1.93%

02-05

100 SLOPE 1.84%

TYPICAL PARKING 2600x5600

1000

( 93.308 )+

350 350

600 CONC - 1.5HR

4475

5003

3600

COMMERCIAL STORAGE ROOM

350 350 1000

TYPICAL PARKING 2600x5600

( 93.308 )+ 324

S.P.

150 CB - 1HR

250

100 SLOPE 1.77%

AcW12

350 350

AcW12

DATE

( 94.059 )+

350 350

TYPICAL PARKING 2600x5600

REVISIONS

3025

CEILING TYPE 4 75 RIGID PINNED INSULATION

1000

52 548

600

350 350

AcW12

5200

+( 94.059 )

127

500

AcW12

350 350

125

02-08

453

5200

+( 94.059 )

600 CONC - 1.5HR

COMMERCIAL PARKING OFFICE

AcW12

250

350 350

100 SLOPE 3.19%

4475

1673

93.308

DATE/TIME PRODUCED: 07/06/2016 8:56:31 AM

D02-07

AcW12

150 CB 3062

AcW12

200 CB - 2 HR

93.308

CEILING TYPE 4 75 RIGID PINNED INSULATION

150 CB - 1.5HR

150 CB 1000

AcW12

2150

D02-03

02-04

5200

1000

+( 93.308 ) COMMERCIAL STORAGE ROOM

350 350

AD ( 93.208 )

2050

NO.

AD ( 93.959 ) 100 SLOPE 1.28%

100 SLOPE 3.43%

AcW12 1000

5200

100 SLOPE 1.48%

550 2701

550

300 1100

150 CB

1100

350

AcW12

200 CB - 2 HR

AcW12

1800 PREFABRICATED JANITOR SINK

JUNE 06,2016 MAY 30, 2016 MAY 09, 2016 MAY 02, 2016 MAY 06, 2016 APRIL 25, 2016 APRIL 20, 2016 APRIL 15, 2016 APRIL 05, 2016 FEBRUARY 09, 2016 JANUARY 27, 2016 JANUARY 22, 2016 JANUARY 21, 2016 JANUARY 15, 2016 NOVEMBER 30, 2015

100 SLOPE 1.37%

550 CONC - 2HR AcW12

A415

TYPICAL PARKING 2600x5600

17050 @ 4.4% DOWN

100 SLOPE 2.04%

DN 18R

REISSUED FOR PERMIT REVISED FOR SI 031 REVISED FOR SI 029 REVISED FOR SI 28 REVISED FOR SI 018R1 REVISED FOR SI 25 REVISED FOR SI 024R1 REVISED FOR SI 024 REVISED FOR SI 018 ISSUED FOR REVIEW ISSUED FOR TP05 REVISED FOR SI 011R1 REVISED FOR SI 011 ISSUED FOR TP04 REVISED FOR SI 008

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

6300

RIDGE ( 93.308 )

93.308

7300

800 CONC

STAIR-C

2400

600 CONC - 2HR

UP 14R

25 24 23 22 21 20 19 18 17 16 15 14 13 12 11

RIDGE ( 94.059 )

D02-STC

S.P.

N16°37'50"W

4092

650

AcW12

600 HIGH CONCRETE CURB

HATCHED AREA INDICATES 1100x1100 LEVEL AREA FEATHERED AS REQUIRED. NO EDGE TO BE GREATER THAN 13, TYPICAL

800

5900

5550

350 350

+( 94.221 )

350 350

TYPICAL BARRIER FREE PARKING 4880x5600

13510 @ 4.5% DOWN

200

F.E.

DRAWN

NM, SD, MN, NI, SH, PS 1276

AcW12

300

200 CB - 2 HR

3950

650 CONC - 2HR

1000

200 CB - 2 HR

1050

AcW12

650

AcW12

EL 93.308

1000

D02-02

AUTOMATIC DOOR OPERATOR

02-03

3950

600 HIGH CONCRETE CURB C/W GALVANIZED RAIL @ 1100 HIGH, TYPICAL

+( 94.059 ) +( 94.059 ) 1600

LOBBY

1000

+( 94.186 )

HATCHING INDICATES EXTENT OF COUNTER SLOPE

TYPICAL PARKING 2600x5600

MECHANICAL SHAFT (SEE MECHANICHAL)

300

350 350

788

AcW12

2400

F.E.

AcW12

200CB - 1.5HR 300 CONC - 1.5HR

AcW12

200

AcW12

800

1525

ELEVATOR 6 FIREFIGHTER

H.M. SCREEN c/w TEMPERED GLASS HEIGHT 1200 TOP OF SCREEN BE ALIGNED WITH TOP OF ADJACENT DOOR

150 CB

38820

AcW12

TYPICAL PARKING 2600x5600

150 CB 150 CB

N16°37'50"W

300 CONC - 1.5HR

150

TYPICAL PARKING 2600x5600

HATCHING INDICATES EXTENT OF COUNTER SLOPE

200 5550

2645

200 CB - 2 HR

TYPICAL PARKING 2600x5600

38720

350 350 5200

350 350

350 350 5200

490

185 490

TYPICAL PARKING 2600x5600 1085

TYPICAL PARKING 2600x5600

2800

SIM

675 CONC - 1.5HR

+ ( 93.718 )

A520

200 CB - 2 HR

350

150 CB

A501

150 CB - 1HR 490

2746

F.S.P.

150 CB - 1HR

TYPICAL PARKING 2600x5600

440 200 CB - 2 HR

PROPERTY LINE

( 92.804 )+

150 CB - 1HR

675 CONC - 1.5HR

490

38680

350 350

150

815

BM 675x500 ( 92.542 )+

5900

200 CB - 2 HR

5200

5550

1000

W02-03

5600

1150

FIREFIGHTER ELEVATOR 4

A602

38680

600 HIGH CONCRETE CURB C/W GALVANIZED RAIL @ 1100 HIGH, TYPICAL

SIM 4

TYPICAL PARKING 2600x5600

300

TYPICAL PARKING 2600x5600

500

BM 300x400

300

BM 300x400

TYPICAL PARKING 2600x5600

5410

500 CONC - 1.5HR

5530

BM S200X27

HOISTWAY WIDTH

4955

200CB - 1.5HR

5530

HOISTWAY WIDTH

BM S200X27

ELEVATOR 2

92.380

200CB - 1.5HR

500 CONC - 1.5HR

500 CONC

5445

HATCHING INDICATES EXTENT OF COUNTER SLOPE

5200

200 CB - 2 HR

1 HR FIRE RATED ENCLOSURE AT CEILING

02-10

TYPICAL PARKING 2600x5600

VESTIBULE

ELEVATOR 1

TYPICAL PARKING 2600x5600

2235 100

38722

1880

PROPERTY LINE

2235

2235 HOISTWAY DEPTH

D02-06

2235 HOISTWAY DEPTH

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

350 350

(F.S.P.)

350 350

675

1000 700

350

675 CONC - 1.5HR

1250

F.E.

675 CONC - 1.5HR

( 94.665 )+

RIDGE ( 94.665 )

110

( 92.542

150 CB - 2HR

795

RIDGE ( 92.702 )

+( 94.665 ) +( 94.665 )

13510 @ 4.5% DOWN

( 92.702 )+ ( 92.702 )+ 565

TYPICAL PARKING 2600x5600

( 94.665 )+

+( 92.702 )

W02-01

+( 92.702 )

CEILING TYPE 6 PATTERN DENOTES HEATED PLENUM

SIM 1

A602

A400

CEILING TYPE 5 PATTERN DENOTES EXTENT OF ELECTRIC HEAT. PROVIDE 22 FURRING CHANNELS @600 O.C. @ U/S OF CONCRETE SLAB ABOVE TO FACILITATE INSTALLATION

A401

6865

PARKING HATCHED AREA INDICATES 1100x1100 LEVEL AREA FEATHERED AS REQUIRED. NO EDGE TO BE GREATER THAN 13, TYPICAL 3035

5527

AD ( 94.565 )

6000

17100 @ 4.4% DOWN

100 S 2.86%

7010

EL 92.628

FHV/F.E

107

RIDGE ( 92.702 )

6000

AD ( 92.602 ) 100 SLOPE 2.67%

200 CB - 2 HR

TYPICAL PARKING 2600x5600

100 SLOPE 2%

CHECKED

7.7

41910

N73°19'20"E

7.7

PROPERTY LINE

41190

7.7y

720

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL 2 (COMMERCIAL PARKING)

A602 HHy ON N16°37'50"W 7.7y ON N73°19'20"E

AAy AA

1 A400

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A206

2 A416

A401

AAy ON N16°37'50"W

5900

NOTES:

HH HHy

395 100 S 7.5%

RIDGE ( 102.225 )

100 S 7.78%

2606

5600

145 1500

1180

840 CONC

4654

D05-STA

840 CONC - 2HR

1445

W05-20

145

300 CONC

1770

590

CEILING TYPE 1

1180

1354 1172 540

7360 918 830 640

5900

870

38680

1130

5900 31026

900 540

A604

JUNE 06,2016 MAY 30, 2016 MAY 09, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 NOVEMBER 02, 2015 NOVEMBER 03, 2015 NOVEMBER 03, 2015 DECEMBER 02, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014

NO.

REVISIONS

DATE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB. 6650

270 540

EW1

1703

REISSUED FOR PERMIT REVISED FOR SI 031 REVISED FOR SI 029 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER REVISED FOR SI 006 REVISED FOR SI 005 REVISED FOR SI 004 REVISED FOR SI 001 ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION

W20

6650 564

W2 1150 CONC

1015

3591

A415

1703

150 DROP

564

05-19

680 540 1144

W20 W20

BM 800x700

W20 W20

05-20

W2 240 35

( 102.600 )+ EW1

1313

W20

EW1

588 282

W05-31

( 102.500 )+ 250 SLAB + 100 SLOPE

W20 600

600 CONC

2604

63 677

396

1424

1180

590

540

1180

1200

1370

970

5600

1180

W20

4449

1180 1180

948

677

1262

W20

304

426

600

A603

( 102.600 )+

CHECKED

W20

1130

870

900

590

1180

960

ET 40

4862

7.7

402

35182

DRAWN

NM, SD, MN, NI, SH, PS 1276

W20

W20 W20

W20

505 126

185

+( 102.600 ) +( 102.600 )

W05-32

600 CONC

2218

( 102.600 )+

188 590

2206

W20

270

PROPERTY LINE

BABAK ESLAHJOU LICENCE 4706

548 325

440

870

( 102.225 )+ ( 102.225 )+

+( 102.225 )

WATER PULSE ROOM 05-18

102.600 TOP OF PAVER

PROVIDE LOCKABLE ACCESS GATE

+( 102.225 )

( 102.225 )+

N73°19'20"E

W2 4224

102.400 TOP OF PAVER

A417

W05-34

100 SLOPE 3.37% AD ( 102.350 )

AD ( 102.125 )

( 102.225 )+

41910

100 SLOPE 3.74%

AD ( 102.125 )

100 SLOPE 3.73%

A414

RIDGE ( 102.225 )

A603

W05-40

1568

W05-35

87 PETER STREET TORONTO, ON

1180

EW1 +( 102.600 ) +( 102.600 )

1550

1668

1322

1151

W20 79 35 W2 900 221

611

W20

+( 102.225 )

472

1162

+( 102.700 )

W05-37

+( 102.225 )

1092

+( 102.700 )

W20

FOR CONSTRUCTION AND FINISHING DETAILS REFER TO POOL CONSULTANT DRAWINGS

W20

W05-30

1005

W20

130

W20

1691

532

W20

362

W20

113 188 363

( 102.225 )+

W05-38

388 770

920 1180

W20

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4

1 590

W05-29

1230

CEILING TYPE 1

1800

TREATMENT ROOM CEILING TYPE 1

1244 246

469

EW1

100 SLOPE 4.45%

100 SLOPE 1.4%

2589

102.675 TOP OF PAVER

W20

1554

W20

AD (102.400)

( 102.600 )+

W20

ø6

296 1180

260

D05-35

W20

220 165

350

W20

W21

1564 350 35

327

W05-28

823

650 637

W20

1395

1316

1397

3943

1604

( 102.225 )+

( 102.225 )+ EW1 +( 102.225 ) ( 102.225 )+ +( 102.225 )

1278

294

950

PROPERTY LINE

1045

1180

418

EW1

2005

100 SLOPE 1.85%

W21

0 V 3 -6 K W O E R IT V E T G U L A IN H C S OL T E I

145

W05-27

1236

1935

BM 2500x800

W20

CEILING TYPE 1

W20

N16°37'50"W 38720

1407

05-17

W20

1726

1990

5.5 %

175

526

1697

W20 379

00 ø6

854

100 SLOPE 1.85%

W15 - 1HR 210

EW1

D05-12

1268

D05-14

1029

130

A604

1180

195

49 377 157

7.7 7.7y

W20

629

W2 W20 W20

675

W20

CEILING TYPE 1

900

W20

590

D05-09

2490 1487

W2 175 35

655

WOMENS CHANGE ROOM / WASHROOM 05-16

( 102.500 )+

+( 102.500 )

W6 2883

3386

RIDGE ( 102.500 )

+( 102.500 )

1228

W20 229

W20

( 102.500 )+

+( 102.500 )

175 825 35

350 350 35

350 CONC W20

+( 102.500 )

BM 700X700

675

794

BM 700x700 W20

EW1 +( 102.225 )

W20 270 379

W20

250 SLAB + 100 SLOPE

1180

1100

4235

D05-11

1013

350

BM 800x700 375

375

W20

1180

W05-26

W20 TYPE 1 CEILING

1367

1227

1130

143 917

D05-10

W20

1307

172 514

CEILING TYPE 1

1130

650

W20

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

1004

1803

1150

MENS CHANGE ROOM / WASHROOM

282

509

W IL E V 0 3 -6 K OS R T GT U L A IN H C OL T E I

W6 2431

235

1430

2548

W20

100 SLOPE 3.62%

375

W20 750

130

1218

CEILING TYPE C3C (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

W05-25 EW1

190245

AD ( 102.400 )

102.675 TOP OF PAVER

05-15

W20 W6

2125 W20

A416

EW1 EW1

W2 4045

W9 - 1HR W2

500

W20

350

320 329

W20

100 SLOPE 1.59%

W6 175 35 175 35

W20 1623 W20

D05-08

05-13

STEAM ROOM

BLOCK BENCH, FILL ALL VOIDS W/ GROUT

100 SLOPE 4.24%

BARRIER-FREE WASHROOM

1000 CONC

D05-23

W20

2008 195

127

1202

237 3329

1315 1117

1089

35 340

W20

2592

ø6

W05-23

W20

127

1520

250

EW1

1522

WASHROOM

1573

BM 3000x1200

1362 35

5900

CEILING TYPE C3B (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

A414

W20

35 350 CEILING TYPE 1

500 35

5280

WASHROOM

600 CONC

A414

263 1008

210

D05-06

W2 W6

205

W9 - 1HR

W20

D05-20

199 539

W6 1498

W20 BM 800x750 150 CB - 2HR

1298

3123

350

05-22

05-30

272

379

W22 - 1 HR

1180

1498

1215

W15 - 2HR

BM 800x750

W15 - 2HR

W20

256 1788

W20

W3 169

W2 2143

1820

05-25

150 35

W20

590

1373

LOCKER

WEIGHT ROOM

LINE INDICATES W11 - 1 HR LOCAL AT SPANDREL ABOVE

W9 - 1HR 2755

150 CB - 1HR

2044

127

D05-28

1180

270 379 195

150 CB - 1HR

W9 - 1HR

369

669

W6 W6

D05-24

DASHED LINE INDICATES CEILING TYPE C3A

won't print this side CgCinst the wCll

W20

A500

W9 - 1HR

2990

102.400 TOP OF PAVER

1180

CEILING TYPE C3A (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

BARRIER-FREE WASHROOM

1633

1320

05-24

W6 500 35 1080

W2 1000 CONC

1416

05-26

YOGA ROOM

W20

BM 700X700

W15 - 2HR

+( 102.225 )

1180

W15 - 2HR 1398

185

150 CB - 1HR

CARDIO ROOM

FHV/F.E

228 272 377

350 CONC

05-35

W20

1364 D05-22 CEILING TYPE 1 JANITOR

200

STORAGE

CEILING TYPE 1

727

BM 1500 600X600

D05-17

TREATMENT AND MANI PEDI ROOM

ELECTRICAL CLOSET

2496

W05-24

1875

1190

D05-27

W20 1035

D05-21

1335

1216

D05-25

200

W20

1290

W2 600 CONC - 2HR

625

1200

2431

2400 550 1000

W20 700

1575

2190

BM 700x700

1400 SLAB 1100

W20 750 W2 350 350

376

1190

05-27

3500

400

05-31

1625

CEILING TYPE 1

FHV/F.E 390 110

500

BM 700x700

8 5 3 0 -2 K

won't print this side CgCinst the wCll

1180

610

650

D05-STC

600

1180

2995

W20

05-23

WS L 0 3 -6 K O E R IT V GT U L A IN H C OL T E I

1260

PROPERTY MANAGEMENT

05-29

W2 550 CONC - 2HR

W05-01

1500

CEILING TYPE 1

W9 - 2HR

D05-19

W05-21

+( 102.500 )

05-14

W20

E R R T V A L O IN P A IN H C S Y U

800 CONC

MANAGERS OFFICE

4400

BM 800x700

W6 CEILING D05-05 TYPE 1

CEILING TYPE C2 2-HR

3220

S.P.

CEILING TYPE C1

( 102.500 )+

1200

W20

BARRIER-FREE WASHROOM

LEGEND: PROPERTY LINE

W05-22

DN 14R

200

150 CB - 2HR

W20

2690

620 TRANSFER SLAB

1168

304

155

S.P.

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

1180

A414

W20 W20

117

2606

394

100 SLOPE 4.79% 700

DN 14R

+( 102.500 )

JANITOR / STORAGE

CORRIDOR

150 CB - 2HR

D05-07

2588

1190

1975

650 CONC

05-02

1215

W20 1525

339

W20

2145

5R UP 557

1662

8 5 3 0 -2 K

600

W20

840

CEILING TYPE 1

D05-04

300 CONC BM 300x500

D05-36

W20

105

150 CB - 2HR

685

195 950 W20

1120

200 CB - 2HR

1 HR FIRE RATED ENCLOSURE AT CEILING

105 566

W20

FHV/F.E

05-28

320 515 200

BM 800x750

5635

200CB - 1.5HR

W2 D05-03

490

1265 350 350 W2

W15 - 2HR

W2 W20

105

150 CB - 2HR CHUTE ROOM

2615 1 HR FIRE RATED ENCLOSURE AT CEILING W9 - 1HR

STAIR-C

675 CONC - 2HR

W15 - 2HR

2211

D05-26

1038 245 140

1292

1300

1646

W20

2940

17R UP

05-04

W6 STAIR-C

W20

4400

W15 - 2HR

150 CB - 2HR

05-21

400 SLAB 436

347

493

F.S.P.

150 CB - 1HR

BM 700x700

1726

150 CB - 2HR W15 - 2HR

1136

W9 - 1HR

PANTRY

W20

627 FIRE HOSE VALVE 1613

CEILING TYPE 1

320

3205

FIREFIGHTER ELEVATOR 4

3097

1180

1838

D05-15

CORRIDOR

620 130 W20

2950 W2

1015

1037

D05-37

5900 W2 700 CONC - 2HR DASHED LINE INDICATES CEILING TYPE C3A

W20

275

800

2265 35 W15 - 2HR

1410

3R UP

W05-02

1775

1150 1102

1102

A500

1487

1775

400

EW1

W20

105

W20 2465

5900

1206

300 CONC - 2HR

W15 - 2HR

150 CB - 1HR 2394

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL. 8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

05-11

D05-38

175 675

D05-18

3295 2155

1 HR FIRE RATED ENCLOSURE AT CEILING

300 CONC - 2HR

400 SLAB 2570

150 CB - 2HR

D05-29

1508

W15 - 2HR

BM 2000x1200

W20

38820

(F.S.P)

ELEVATOR 6 FIREFIGHTER

EW1

1180

W20

05-12

70 AcW3

W9 - 1HR

W15 - 2HR

2202

PROPERTY LINE N16°37'50"W EW1

1242 690 1204

2610

CEILING TYPE 1

05-03

05-32

17R UP

500

200CB - 1.5HR BM 300x725

5410

148

400

1018

5410

200CB - 1.5HR

65 550

W2 675 CONC - 2HR

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

( 102.225 )+ ( 102.225 )+

05-10

1311

MANI/PEDI ROOM

TRANSFER CORRIDOR

A603

590

W05-19

STAIR-A

620 TRANSFER SLAB

TRANSFER CORRIDOR

BM 675x500 W15 - 2HR

BAR

300

STAIR-A

200 CB - 2HR

2235

W05-05

2140

401

70 AcW3

BM 300x725

5530

HOISTWAY WIDTH

ELEVATOR 3

W20

400

W20

490

(F.S.P.)

498 460 607

2235 HOISTWAY DEPTH

ELEVATOR 2

BM 800x700

300 CONC - 1.5HR

1210

1039 156 984

W15 - 2HR

150 CB - 2HR 150 CB - 2HR 300 CONC - 2HR

150 CB - 2HR

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

A603

AD ( 102.125 )

05-09

05-01

1665

200

200CB - 1.5HR

1256

152

474

D05-30

W20

548

W20 845 CONC

1050

W20

W20 548

W20

7000

W20

105 552

50 200 197

W20

50 ø7

EW1

2518

363 337 111 W20

05-36

CEILING TYPE 1

1180

180

938 1015 624

1165

HOISTWAY WIDTH

W2 500 CONC - 1.5HR

BM 1000x700

1190 312

5R UP 2395

670 CONC - 2HR

ELEVATOR 1

868 1392 540

763

W20

590

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

102.400 100 SLOPE 3.55% TOP OF PAVER

THEATRE LOUNGE

1309

2399 5R UP

795

BM 675x500

( 102.225 )+

100 SLOPE 3.27%

W15 - 2HR

CEILING TYPE 1

W2 400 CONC - 2HR 2448

2235

1180

CEILING TYPE 1

38822

W20

864 299

W15 - 2HR

3415 150 CONC-2HR

1151

1270

W3 W20

W15 - 2HR

500 CONC - 2HR

585

200CB - 1.5HR

1044

150

BM 300x500

435

374

W20

1638

272

257 643

646

700

1760

795 35

W20

675 CONC - 1.5HR CEILING TYPE 1

W20

569

W20

651

W20

W20 CEILING TYPE 1

D05-01

W20 444

W20

595 35

W20

3136

GEODETIC TOP OF STRUCTURAL SLAB BELOW

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

300 CONC

W15 - 2HR

1575

1578

W20

902

W20

1629

D05-31

W20

1135

W20

300 CONC

W20

CORRIDOR

EL 102.400

+ (86.660)

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

( 102.225 )+

W05-18

F.E.

1471

W20

866

D05-02

941

1635

105 351 339

102

1841

W20

05-05

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

658

2491

700 17 270

671

189

351 339

DASHED LINE INDICATES CEILING TYPE C3A

898

105

759

W20

05-33

746

444

113

1547

CEILING TYPE 1

W20 W20 W2

155 398 300 464 155

456

W20 700

W05-06

7.7y

6728

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL 5 (AMENITY SPACE)

5 W05-41

7.7y ON N73°19'20"E

+( 102.225 )

SEASONAL STORAGE

93 750 214

W20

1335

868

FHV/F.E

35 970

W20

0 ø 60

W20

444

4145

PARTY ROOM

A603

W20

CEILING TYPE 1

A604

A603

+( 102.225 )

351 344

300 DROP

456

+ 86.700

W15 - 2HR

05-08

200

1.1y

1458

( 102.225 )+

W20

31 1611

2217

500

W20

EW1

500

1180

( 102.225 )+

W20 105

2235 HOISTWAY DEPTH

W05-03

1180

100 SLOPE 1.5%

+( 102.225 )

W20

351 344

200CB - 1.5HR

1643

700

TOP OF PAVER

+( 102.225 )

W20

222

W20

88 35 195

W05-04

1180

+( 102.225 )

CEILING TYPE 1

W20

100 SLOPE 4.88%

100 SLOPE 4.83%

( 102.225 )+

W20

1000

2278

RIDGE ( 102.225 )

966 820 316

EW1

W20 350 CONC

4465 4435

6161

175 35 640

W20

EW1

540 1820

175 35

W20

A604

1418

+ 86.660

532

102.400

A500

W05-08

942

+( 102.125 )

300

W2 W20

EW2

540 640

05-34

1080

CEILING TYPE 1

MEDIA / PARTY ROOM

25 475

1870

OPEN LOUNGE

1180

( 102.225 )+

100 SLOPE 2.17%

22341

CEILING TYPE 1

105

200 400

W05-07

1180

( 102.225 )+

W05-17

2280 1230

W05-09 CEILING TYPE 1

590

+( 102.225 ) +( 102.225 )

W20

EW1

1340 2053

1045

1180

296

( 102.225 )+

W20

400

1180

1.1

289

2700

+( 102.225 ) +( 102.225 )

154 700

W20

289

CEILING TYPE 1

1770

1608

W20

179

W21

W20

2555

D05-33

W20

EW1

911

W20 W20

272 730

2112

400

391

PROPERTY LINE

100 SLOPE 2.1%

35 350 337

1465

108 707

W20 807

W20

D05-32

923

W20

1820

W20

195

1315 CEILING TYPE1

N73°27'40"E

AD ( 102.125 )

520

1385

1850

423 300

W20

540

113

W20

521

W20

1029

140 1098

702

1180

( 102.225 )+ ( 102.225 )+

100 SLOPE 1.57%

2270

W20

1340

EW1

575

W05-10

CEILING TYPE 1 W05-16

A604

5048

1228 1130

590

1775

05-07

05-06

1180

+( 102.225 )

KITCHEN

PRIVATE DINING

1180

154 700

D05-34

2740

W05-11

1180

W20

1240

0 ø 60

W20

W20 145

6150 6416

296

W20

100

600

590

310

LINE INDICATES W11 - 1 HR LOCAL AT SPANDREL ABOVE

590

41910

1015

538

EW1

355

1770

EW1

LOCAL AT SPANDREL

1180

296

W2 W20

W05-12

CEILING TYPE 1

590

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

W05-15

W22 - 1 HR 672

356

610

00 ø6

1214

1204

EW1

415 185

EW1

774

LINE INDICATES W11 - 1 HR LOCAL AT SPANDREL ABOVE

W05-14

1.1

3332

5900

22216

A414

W05-13

5900

100 SLOPE 4.84%

640

954

DASHED LINE INDICATES 2310 CEILING TYPE C3A

616

5900

A603

356

1206

5900

12552

1.1y

A400

1.1y ON N73°27'40"E

289

5400

401

A604

DATE/TIME PRODUCED: 07/06/2016 8:57:04 AM

2 A415

41841

A401

AAy AA

W05-33

A603

1 A400

HHy ON N16°37'50"W

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A209

2 A416

A401

AAy ON N16°37'50"W

5400

5900

2310

640

3332

774

1206

1740

590

886

296

1770

590

1180

590

1180

1770

296

W06-17

W1 415 185

W22 - 1 HR LOCAL AT SPANDREL

W22 - 1 HR

1180

590

1180

256

612

590

540

620

100

AAy AA

4006

5600

EW1

1036

487

455

440

1242

1140

1155

1148 540

EW1

7360

762

2070 3964

W21

340

652

CLOSET

1004 540 266

EW1

W21

5900

1985

5900

1732

3175

920 300

W21

5900

1780

1985

5900

540

EW1

1230

2090

W06-29

2022

1770

1780

1130

NO.

REVISIONS

DATE

( 106.630 )+ +( 106.650 )

540

1496

EW1

312

W21

W3 600

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

20 SLOPE 1.33%

600

CLOSET

730

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

A604 W06-30 720

1276

00 ø5

0 50

420

750

87 PETER STREET TORONTO, ON

( 106.800 )+ W06-31

( 106.800 )+

EW1

( 106.650 )+ EW1

W06-32 ( 106.630 )+ 7 A604

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

CURB BELOW THESE PANELS 1 A417

100 SLOPE 4.1%

CAP FLASHING BELOW, TYPICAL.

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

+( 107.000 )

5600

2300

100 SLOPE 4.03%

EW1+( 107.000 ) +( 107.000 ) 1500

20 SLOPE 1.33%

590

2550

624

664

139

EW1

616

1474

794

CLOSET

750

CLOSET

1720

826 SF

3066 LIVE/DINE

+( 106.630 )

6650

1500

135 615 W3

3221

BEDROOM NO. 3

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

JUNE 06,2016 JUNE 01, 2016 MAY 30, 2016 APRIL 11, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 NOVEMBER 03, 2015 NOVEMBER 03, 2015 DECEMBER 02, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014

76.7 SM

695 W3

2615

REISSUED FOR PERMIT REVISED FOR SI 032 REVISED FOR SI 031 REVISED FOR SI 017 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER REVISED FOR SI 005 REVISED FOR SI 004 REVISED FOR SI 001 ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION

( 106.630 )+ +( 106.650 )

616

W06-34

540

260

1160

1188

1504

EW1

150 150

165

158 1580 334 335

335

W4 945

KITCHEN

2771 BEDROOM 670

38680

260

38720

1130

EW1

N16°37'50"W

150 150

3105

620

A415

( 106.630 )+

28780

590

1230

PROPERTY LINE

2090

1525

W4 165 735

W4 1175

550

W15 - 1HR

BEDROOM NO.2

100 SLOPE 3.38%

106.975 TOP OF PAVER BABAK ESLAHJOU LICENCE 4706

DRAWN

1276

NM, SD, MN, NI, SH, PS ( 106.800 )+

+( 106.800 ) +( 106.800 )

( 106.800 )+

396

1806

N73°19'20"E 400

400

1180

7.7

270

PROPERTY LINE 590

540

590

1180

400

1770

970

1130

1180

590

580

1790

360

CHECKED

1396

1724

790

188 26318

7.7y

2830

7 A605

680

398

EW1

152

735

150

165

640

1894

W4 W4

W6 W6

120 1100

W3 695

W3 W3

+( 106.650 )

1315

830

EW1

2523 230 1595 1030 123 682 1325 615 230 1595 1030 123 682 1325 655

W15 - 1HR

W3 W1 ON 350 CONC - 1HR

1275

1780

733

2525 1090

W7 - 1HR

2350

W3 AcW3 W4

2282

W6 W3

1988

W1 1065 1085 280 D06-SD

844

1880 740

AcW3

W3 W4

CLOSET

W7 - 1HR 320 1588

BM 350x500 BM 350x415

CLOSET

W1 ON 350 CONC - 1HR

167 517

362 390 705

W15 - 1HR

1820 1488

1850

W15 - 1HR

2423 529

W3 W4

156 1830 2447

2455

W7 - 1HR

2897 1988 3912

D06-02

195 1813

W1 ON 350 CONC - 1HR

D06-03

150 CB - 1HR

988 52

450 3940

1721

BM 350x500

320

320 1588 590

150 CB - 1HR 295 645

D06-STA

200CB - 1.5HR

1495

W3 670 1487

BM 350x500

70 AcW3 882 152

150 CB - 2HR

1410 350 CONC - 2HR

150 CB - 2HR 150

D06-01

1440

D06-SD

335 2747

400 CONC - 2HR

500 CONC - 2HR

5530

HOISTWAY WIDTH

200CB - 1.5HR

KITCHEN 3430

W3 W1 ON 350 CONC - 1HR

230 1580

120 85 1105

D06-SD D06-STC

BM 300x400

150 CONC - 2HR 150 CB - 2HR

200CB - 1.5HR

120 5410 80

713

1370 3375

1999 971 1015 48

138 675

+( 106.630 )

12272

W06-42 7.7y ON N73°19'20"E

ENSUITE 1595

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4

174

388

7.7y

2510

W/D

EW1

2520

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

( 106.800 )+ ( 106.800 )+

628

885

CAP FLASHING BELOW, TYPICAL.

41910 898

W1 ON 300 CONC - 1HR

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

296 590

985

175

1473

AD ( 106.700 )

100 SLOPE 4.92% AD ( 106.700 ) GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

W22 - 1 HR

296

1500

574

2065

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

+( 106.800 ) +( 106.800 )

3221

W06-28 927

A606

PROVIDE LOCKABLE ACCESS GATE

0 60

44.3 SM

+( 106.650 ) ( 106.630 )+

100 SLOPE 3.8%

114

800

W22 - 1 HR

7.7 1180

1754

1766

1992

2923

2224

W15 - 1HR

670 W3

( 106.650 )+

W06-36

2075

106.975 TOP OF PAVER

W3 670

2632

W06-37

20 SLOPE 1.33%

477 SF

W21

+( 106.650 )

( 106.630 )+

W06-41

603

175

+( 106.650 ) ( 106.630 )+

615

915

LIVE/DINE

EW1

+( 106.630 )

2070 W4

W06-27

57.2 SM

BEDROOM

3425

W21

2535

885

W3 175

3046

615 SF

5900

LIVE/DINE

100 SLOPE 3.46%

695

46.6 SM

3825

W06-26

A604

230

AcW3

1500 +( 106.650 ) ( 106.630 )+

W7 - 1HR

165

617

+( 106.650 ) ( 106.630 )+

1830

1015

1B + D

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

450

2720

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

20 SLOPE 1.33%

BEDROOM

40 TO GRID 7.7y

580

100 SLOPE 3.67%

DIVIDER SCREEN AS NOTED, TYPICAL

502 SF

EW1

W06-39

CURB BELOW THESE PANELS

602 W3

W3 165

CLOSET

478 SF

3221

BATHROOM

AcW3

( 106.650 )+

+( 106.650 )

( 107.000 )+ ( 107.000 )+

W06-40

AcW3 W4

BEDROOM

400

W22 - 1 HR

CEILING TYPE C3C (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

44.4 SM

915

W21

EW1

+( 107.000 )

1240

1500

680

W6 1885

+( 107.000 ) EW1

2130 W4

D06-SD

1430

A416

+( 106.650 ) ( 106.630 )+

W06-25

1175

1275

2650

CLOSET

5900

W21

CLOSET

175

W21

190

3425 KITCHEN

W15 - 1HR

W/D

20 SLOPE 1.33%

175

5900

LIVE/DINE

OPTIONAL

574

0 60

700

LIVE/DINE

KITCHEN

1180 1232

W15 - 1HR

1965

1102

2441

BATHROOM

755 W3

180

190

180

BEDROOM

OPTIONAL 670 501

W1 ON 350 CONC - 1HR

A605

100 SLOPE 2.92%

695 695

W1 ON 350 CONC - 1HR

2232

D06-SD

1083

BEDROOM

1115

FHV/F.E

KITCHEN

1275

610

522 158 CLOSET

880

53.2 SM

W/D

W15 - 1HR

572 SF

1035

1595

W15 - 1HR

2845

2182

955

W/D

815

1760

LIVE/DINE

TOTAL : 2

2555

W4 885

W15 - 1HR

618

3320

1080

W3 230

W7 - 1HR

W4 790

1180

695

06-03

1277

CLOSET

W3 1B + D

348

W1 W3 328

CLOSET

1430

CEILING TYPE C3B (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

W06-24

613

W3 725

601

2182

507

W4 W3

740 W3

CLOSET

751

W15 - 1HR

705

CLOSET W3 W4

W21

OPTIONAL

105

CLOSET

KITCHEN

55.9 SM

1910

W1 W/D

BATHROOM

1011

W15 - 1HR

CLOSET

150

205

W21

2418

985

3600 STORAGE LOCKER

755

W1 ON 300 CONC - 1HR

1175

CLOSET

KITCHEN

685

MASTER BEDROOM

ENSUITE

CLOSET

55.9 SM 1980

BATHROOM

CEILING TYPE 1

W7 - 1HR

602 SF

1595

BM 300x500

06-02

1605

2815

1500

2077

150

W21

1750

590 590 1180

601 SF

1050

A502

1500 20 SLOPE 1.33%

3046

132

285

20 SLOPE 1.33%

1081

W15 - 1HR

1397

870

SIM

3775 W15 - 1HR

3221

D06-SD

W7 - 1HR 1240

W06-23

2420

W1 ON 300 CONC - 1HR

1585

W/D

D06-SD

BATHROOM

330

W2 W3

200 CB - 2HR

869

CLOSET

695

1092

1594

BEDROOM

740 1080 322

830

935

BM 300x500 100 CB W2 1200

2810

W15 - 1HR

285

CEILING TYPE C3A (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

+( 106.650 ) ( 106.630 )+

W1 350

1945

W9 - 1HR

3930

1015 680

1595

1140

670 W3

1580

965

315

815

165

2005

W1 ON 350 CONC - 1HR

W7 - 1HR 885

70 575

CLOSET

1100

1012

1180

330

1850

695

D06-SD

425

225

W7 - 1HR

60 0

AcW3

3375

1525

2650 R2

W4 CLOSET

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

W/D

STORAGE LOCKER

150 CB - 1HR

TOTAL : 4

CLOSET

W4 W1 265 385 280 400

2865

150 CB - 1HR

06-04

W15 - 1HR 685

2485

935

70 AcW3 1030

CEILING TYPE C1

CEILING TYPE C2 2-HR W06-22

D06-05

STORAGE LOCKER

W7 - 1HR

BATHROOM

1230

6650

1180

W06-01

175

300 CONC - 2HR

D06-SD

KITCHEN

810

06-05

W7 - 1HR

W15 - 1HR

W4 1850

100 CB 1150

1665

2565

669 W15 - 1HR

185 490

185 490 135 1975

W15 - 1HR

D06-SD

1430

17R UP STAIR-A

800

350

2365

1970

2810

1115

298

LIVE/DINE

603

150 CB - 2HR

17R UP

LEGEND:

190

1B + D

651

685

750

W3 120

W3 5410

W1 ON 350 CONC - 2HR

150 CB - 1HR

1425

3043

48.9 SM

1005

4249

1B + D

61 6

W7 - 1HR

TOTAL = 4

W3 ON 675 CONC - 1.5HR 3123 ELECTRCAL CLOSET

295

W15 - 1HR

BATHROOM 2580

1810

W1 ON 300 CONC - 1HR W1

1970

150 CB - 2HR 175

S.P. 300 CONC - 2HR

1604

W7 - 1HR

CEILING TYPE 1

1595

W6 W/D

527 SF

277

230

605

1430

W7 - 1HR

FIRE HOSE VALVE + F.E.

1255

2265

430

BM 300x500

1822

1483

2874

W9 - 1HR

190

178

615

1305

70 AcW3

960 1035

2340

2975

W9 - 1HR

W1 265 560

1260

150 CB - 1HR

W9 - 1HR

2510 BATHROOM

BM 350x500

1588 1450

W7 - 1HR

06-06 TOTAL = 3

A605

500

FIREFIGHTER ELEVATOR 4

CEILING TYPE 1

150 CB - 1HR W1

R3 3820

STORAGE LOCKER

CLOSET

147 153

320

320 300 3410

400 CONC - 1HR

165

D06-SD

294

BM 300x400

200CB - 1.5HR 200CB - 1.5HR

HOISTWAY WIDTH

500 CONC - 1.5HR 5530

250

4140

4078

1056 610

1355

W/D

BM 675x500

W3 ON 675 CONC - 1.5HR 1950 1173

D06-06

5900

38820

ELEVATOR 3

W1 W7 - 1HR

1147

885

200CB - 1.5HR

1857

W3 149

162 1360

W.I.C. 1460

LIVE/DINE

EW1

W1 830

56.3 SM

ELEVATOR 2

BM 300x500

606 SF

3763

06-01

2340

175

550 CONC - 1HR

185

960

BATHROOM

1290

606

N16°37'50"W EW1

480 690 1206

W15 - 1HR

2054 695 W3 971

W3 1015 48

D06-SD

675

1410

5650

3185

1010

1340

1180

STANDPIPE (S.P.) STAIR-C

200

ELEVATOR 1 R3

200 CB - 2HR 150 CB - 2HR 100 CB W2 100 CB 300 CONC - 2HR BM 300x500

2235 HOISTWAY DEPTH 2235

3218

2615

4585

150 CB - 3/4HR 1550

1200

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

76.8 SM

LIVE/DINE

BEDROOM

1204 820

100

D06-04

1630

1B + D

2184

BM 675x500

BEDROOM NO. 2

CHUTE ROOM

W3 ON 675 CONC - 1.5HR

TOTAL = 9

3370

W06-05

W1 ON 300 CONC - 1HR

1260

100

KITCHEN

PROPERTY LINE

1778

3410

1180

1000

W1 1000

W1 W4 120

2235 200

DATE/TIME PRODUCED: 07/06/2016 8:57:18 AM

85 W4 965

500

06-07

5900

2485

1603 147 153

EW1

W06-03

2235 HOISTWAY DEPTH

STORAGE LOCKER

2532

1782 272

A414

W06-02

W7 - 1HR

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

PROPERTY LINE

826 SF

165

175

3123

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

1315

1604

W3 ON 675 CONC - 1.5HR

1232

W1 ON 300 CONC - 1HR

EW1

W4 CLOSET

W7 - 1HR

1173

612

358

EL 106.650

FHV/F.E 1810

W4 W06-04

1060

5900

7 W06-06

2550

06-08

1095

3689

33.3 SM

285

885

D06-SD

540

845

670

175

350 CONC - 1HR5900

358 SF

A414

3B 175

1062

GS01

W06-07

38782

720

W21

W3 735

W7 - 1HR

CEILING TYPE 1

150

W7 - 1HR

W21

590 1306

1784

480

A400

GUEST SUITE 754

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

BEDROOM NO. 3

CORRIDOR

2395

400 CONC - 1HR

590

W15 - 1HR

W06-08

A605

1695

W7 - 1HR

W06-09

1432

250 250

1315

A520

CEILING TYPE 1

36.2 SM

156

GEODETIC TOP OF STRUCTURAL SLAB BELOW

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

680

1558

3681

1204

W7 - 1HR 1470

1270

EW1

D06-SD

W4 1377

SIM

390 SF

W7 - 1HR 4585

CLOSET

A605

BATHROOM

W3 725

412

138

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT GS01

GS02

+ (86.660)

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

EW2

W1 W1 255 660

568 SF

750

250 250 W1

W7 - 1HR

735

265

250

GUEST SUITE

358

D06-07

BATHROOM

W1 ON 300 CONC - 1HR

1712

36.9 SM

1487

925

398 SF

W/D

W1 190

1500

611

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 610

CLOSET

5.1 m²

1076

1B + D 275 275

680

EW1

W21

52.7 SM

175

W6 1514

W21

8927

W3 195

3375

175

607 1820

BM 300x500

3612

STUDIO

W21

885

3550

W7 - 1HR

355

2430

815

190

D06-SD

W06-10

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

CURB BELOW THESE PANELS

1745

1310

1005 W/D

316 314

2237

W21

8773

KITCHEN

1022

EW1

610

3445 KITCHEN

A606

CLOSET

110

DIVIDER SCREEN AS NOTED, TYPICAL

53.3 SM

230

415

610

1580

935

835

165

EW2

540 640 540

CLOSET

LIVING/SLEEP

EW1

W1 W3

915

815

( 106.630 )+

BEDROOM

1B + D

W1 ON 350 CONC - 1HR

W7 - 1HR

W15 - 1HR

W06-11

1.1y

630

W06-21

A606

A605

( 106.650 )+

W21

574 SF

W7 - 1HR 300 1220

2325

DIVIDER SCREEN AS NOTED, TYPICAL

1950 913

CLOSET 908

W15 - 1HR

1020 W/D

2278

W4 1095

+( 106.630 )

+( 106.650 )

D06-SD

W15 - 1HR W3

1143

EW1

W15 - 1HR

380

1890

W06-19

D06-SD

614

W15 - 1HR

CLOSET

A606

667

1025

W1 2232

W2 W3

3430

900

+ 86.700

296

950

1580

BATHROOM

LIVE/DINE

740

20 SLOPE 1.33%

175

BEDROOM

272 730 540

230

BATHROOM

493 SF

+( 106.650 ) ( 106.630 )+

1595

670

1006

1.1

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

1450

985

260

737

1657

2822

1820

608

1230

955

1180

PROPERTY LINE

A605

W15 - 1HR

1025

1595

KITCHEN

W15 - 1HR

CLOSET

230

W21

3015

753 W3

415

W15 - 1HR

W3 645 165

EW1

1132

3495

W06-12

N73°27'40"E

20 SLOPE 1.23%

1228

990

470

1080

296

W06-20 750

400

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

LIVE/DINE

55.0 SM

W15 - 1HR

45.8 SM

1770

752

1780

592 SF W6

W06-13

880

+ 86.660

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

+( 106.650 ) ( 106.630 )+ 1500

345

LINE INDICATES W11 - 1 HR LOCAL AT SPANDREL ABOVE

BEDROOM

KITCHEN

41910

0 50

609

W06-14

1180

600 100

W/D

LINE INDICATES W11 - 1 HR LOCAL AT SPANDREL ABOVE

355

CLOSET

0 50

1733

540

EW1

356

610

W06-15

590

296

EW1

1487

534

1180

395

EW1

1180

W06-18

356

1.1

391

583

W06-16

6150

1565

616

1588

1204

890

1944

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

28898

1723

1.1y

NOTES:

HH HHy 1.1y ON N73°27'40"E

12552

41841 401

2 A415

A401

AAy AA

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL 6

HHy ON N16°37'50"W

1 A400

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A210

AAy AA

A416

A401

AAy ON N16°37'50"W

A415

NOTES:

HH HHy

401

5400

5900

6150

391

35606

1.1y

1180

CAP FLASHING BELOW, TYPICAL.

1770

590

640

1130

590

1138

1180

296

252

1222

886

296

1770

1180

600

590

1180

590

1770

1180

590

294

N73°27'40"E

880

1770

1480

1180

1006

294

748

600

1.1y

646

+( 125.650 ) ( 125.650 )+ ( 125.650 )+ +( 125.650 )

100 SLOPE 4.65%

GLAZED ALUMINUM GUARD RAIL, TYPICAL

4106

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

AD ( 125.550 ) +( 125.480 )

852

2325 W13-04

DIVIDER SCREEN AS NOTED, TYPICAL ( 125.650 )+

+( 125.850 )

W13-05

( 125.480 )+ 563

DIVIDER SCREEN AS NOTED, TYPICAL

748

1245

EW1

( 125.500 )+

+( 125.500 )

( 125.650 )+

5600

A607

20 SLOPE 1.33%

100 SLOPE 4.67%

CURB BELOW THESE PANELS

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

4006

100 SLOPE 1.65%

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

618

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

EW2

1186 616

7360 5900

A401

2 28780

38680 5900

598

600

2022

360

( 125.480 )+

+( 125.480 )

46.6 SM

W13-20

EW1

W13-19 2075

2065

( 125.480 )+

+( 125.480 )

EW1

2520

603

1770

2000

20 SLOPE 1.33%

312 540 730 540 470 1390

6 87 PETER STREET TORONTO, ON

W13-18

W13-17

1315

2615

+( 125.480 )

( 125.480 )+

EW1

+( 125.500 )

( 125.500 )+

( 125.500 )+ EW1

EW1

1500

EW1

W13-15

W21

2301

W13-16 985

( 125.480 )+

SIM GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

300

W21 W15 - 1HR

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 602

820

3124

664

W21

+( 125.500 )

( 125.500 )+

2550

A607

A417

W13-24 +( 125.500 ) ( 125.480 )+

DATE

1275

1248

W21

880

501 SF

REVISIONS

5600

2535

EW1

20 SLOPE 1.33%

1290

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 616

624

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 617

20 SLOPE 1.33%

295

20 SLOPE 1.33%

W13-22

2350

+( 125.480 )

1500

EW1 1500

1278

+( 125.500 )

( 125.500 )+

826 SF 76.7 SM

NO.

W13-14

W21 20 SLOPE 1.33%

EW1

605 SF 56.2 SM

1102

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 618

[No Slope]

1101

1275

602 SF 55.9 SM

1528

573 SF 53.2 SM

EW1

W21 1315

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

W21

1316

JUNE 06,2016 JUNE 01, 2016 MAY 30, 2016 APRIL 11, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 30, 2015 NOVEMBER 03, 2015 NOVEMBER 03, 2015 DECEMBER 02, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

20 SLOPE 1.33%

3476

1317 W1 ON 350 CONC - 1HR

1301

REISSUED FOR PERMIT REVISED FOR SI 032 REVISED FOR SI 031 REVISED FOR SI 017 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR DRYWALL TENDER REVISED FOR SI 005 REVISED FOR SI 004 REVISED FOR SI 001 ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW

( 125.480 )+ +( 125.500 ) 1500

3221

175

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 601

OPTIONAL

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

A606

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

BABAK ESLAHJOU LICENCE 4706

1500 ( 125.480 )+ +( 125.500 )

574

W22 - 1 HR

1276

W22 - 1 HR

384 590

1180

ET 296

1180

100

590

1180

270 898

256

590

650

540

620

1780

41910 1130

396

1806

N73°19'20"E 400

270

PROPERTY LINE 400

1180

590

540

12272

320 590

640

540

400

1770

970

7.7

146 1130

1180

590

580

1780

1106

596

26318

596

1192

7.7y

2830

W13-25

CHECKED

W22 - 1 HR

294 1180

DRAWN

NM, SD, MN, NI, SH, PS

759

574

266

5 1130

150

W15 - 1HR

17 16 15 14 13 12 11 10 9 8 7 6 5 4 3

6650

175

190

1B + D

W15 - 1HR W15 - 1HR

1130 1794 300 540 956 678 616 894 1794 260

EW1

W1 ON 300 CONC - 1HR

1B + D

5 DXX-SD

W15 - 1HR

W13-23

AAy AA

540

1473

1302

7.7y ON N73°19'20"E

1230

W13-12 927

1B + D

A607

7.7y

1130 540 1232

2090

W7 - 1HR

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

1770

190

1102

1050 65

1050

55.9 SM

1180

920 1794

1985 EW1

( 125.480 )+ +( 125.500 )

602 SF

7.7

260

38720

286

W21

1500

1504

175

152 150

150

N16°37'50"W

EW1

1825

W7 - 1HR

2350

2098

450

3221

340

1100

W15 - 1HR

PROPERTY LINE

2090 150 150

1988

W1 W15 - 1HR

998

DXX-04

150 CB - 1HR

1708

BM 350x500

1050

20 SLOPE 1.33%

150

269

175

+( 125.500 )

W21

280

1985 EW1

3912

TOTAL= 2

190

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 615

W15 - 1HR

TOTAL= 4

+( 125.500 ) ( 125.480 )+

44.3 SM

DXX-SD

XX-04

477 SF

175

DXX-SD

STORAGE LOCKER

XX-06

1313 DXX-SD

BM 350x415

W13-11

W1 ON 350 CONC - 1HR

W1 ON 300 CONC - 1HR

1842

W15 - 1HR

STORAGE LOCKER

200

300

DXX-03

DXX-STC

218 1690

BM 350x500

890

F.S.P.

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

W13-10

1690

175

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 06 R2

1430

W7 - 1HR

150 CB - 1HR

W1 ON 350 CONC - 1HR

3940

2265

1471

590

W9 - 1HR

A502 1165

FHV/F.E

175

725

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 06

286

W21

1500

3046

W15 - 1HR

175

EW1

1180

20 SLOPE 1.33%

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 613 3221

2425

2715

W15 - 1HR

70 AcW3

+( 125.500 ) ( 125.480 )+

W7 - 1HR

200CB - 1.5HR

1690

W7 - 1HR

W15 - 1HR

1303

400

44.4 SM

4160

BM 300x500

DXX-05

725

DXX-06 ?

W15 - 1HR

XX-05

W7 - 1HR

W21

501

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

1825 DXX-SD

5600

XX-03

300 CONC - 2HR 200 CB - 2HR 1335

COMMUNICATION CLOSET 2365

W7 - 1HR

240

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 603

2070 1894

EW1

150 150

300 CONC - 1HR

400 CONC - 2HR

150 CONC - 2HR

3570

5530

HOISTWAY WIDTH 500 CONC - 2HR

200CB - 1.5HR

W3 BM 300x400

5410

478 SF

STORAGE LOCKER

STAIR-C

2105

W7 - 1HR

1672

1B + D

1180

3964

EW1

1433

1988

W13-09

UP 14R

3123

1205

DXX-SD

W7 - 1HR

FIREFIGHTER ELEVATOR 4

1275

672

450

W15 - 1HR

150

W1 ON 300 CONC - 1HR

1000 1036 442

EW1

W21 2897

W7 - 1HR

W1 ON 300 CONC - 1HR

TOTAL= 4

460

225

150 CB - 1HR

3942

W7 - 1HR

1450

300 CONC - 2HR BM 300x500

1525

820

W15 - 1HR

1260

182

CEILING TYPE C3C (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

W13-08

3046

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 06

W2 ON 675 CONC - 1.5HR

CEILING TYPE 1

W1 ON 350 CONC - 1HR

1048

590

3396

3020 700

1464

BM 350x500 350 CONC - 2HR

150 CB - 2HR 70 AcW3

150 CB - 2HR

150

4160

BM 300x500

2957

637

BATHROOM

DXX-SD

2912

42.9 SM

LIVING/SLEEP

DATE/TIME PRODUCED: 07/06/2016 8:59:10 AM

EW1

700 600

1495 700 3070

DXX-SD

2747 DXX-02

1063

882152

DXX-STA

600

350 CONC - 1HR

DXX-SD

2065

675 120

175

2090

461 SF

A605

W21

1480

150 CB - 2HR

14R UP

S.P.

1705

230

1581

CLOSET

1305 3525

2803

175

STUDIO

590

210

CEILING TYPE C3B (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

A416

( 125.480 )+ +( 125.500 )

980

864

810

CEILING TYPE C3A (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

1 20 SLOPE 1.33%

W13-13

DEN

W21

W9 - 1HR

1180

1355

FIRE HOSE VALVE + F.E. CEILING TYPE 1

W1 ON 350 CONC - 1HR

3738

236 436 1180

669

0 60

CEILING TYPE C2 2-HR

A415

651

680

501

W13-01

300 CONC - 2HR

1500

350

DXX-SD

1340

W2 175

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

W7 - 1HR

1240

SIM

W7 - 1HR 3120

936

785

W4 885

2721

KITCHEN/DINE

LEGEND:

CEILING TYPE C1

( 125.480 )+ +( 125.500 ) W13-07

DXX-SD

165 735

W21

CLOSET

W9 - 1HR

225 52

CLOSET

W3 W/D

1970

150 CB - 2HR

350

2095

2298

1770

W1 ON 300 CONC - 1HR W3

( 125.480 )+ +( 125.500 )

1604

150 CB - 1HR

(F.S.P.) W9 - 1HR

190

W7 - 1HR

147

4070

3375

W13-02 DIVIDER SCREEN AS NOTED, TYPICAL 2505 CURB BELOW THESE PANELS.

153

256 294

1463

1964

DXX-SD

ELEVATOR 2

630

1690

BM 350x500

1173

1425

R10

W2 185

+( 125.650 ) +( 125.650 )

500

2235

W2 ON 675 CONC - 1.5HR

1355

4160

W7 - 1HR 3786

955 1420

1282

CLOSET

2235 HOISTWAY DEPTH

185 490

33 185 490

218

150 2533

1283 2625

W21

100 S 8.05%

500

320 1000 37

37 675

120

BM 300x400

5410

200CB - 1.5HR

BM 400x500

2780

BM 675x500

ELEVATOR 3

695

100 S 1.89%

38820 1180 1180

W/D

PROVIDE LOCKABLE ACCESS GATE

STANDPIPE (S.P.) STAIR-A

200

150 CB - 1HR

885

48 1467

88 100

ELEVATOR 1

R11

W3 725

AD ( 125.550 )

296

100 88

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 08

500 CONC - 1HR R7

41.4 SM

LIVING / SLEEP

100 S 6.78%

1180

BM 675x500

W7 - 1HR

955

2801

5900

2599

N16°37'50"W

1180

445 SF

BM 300x500 200 CB - 2HR 150 CB - 2HR STANDPIPE (S.P.) W2

360

3221

XX-02 1365

W2 ON 675 CONC - 1.5HR

240

1525

1306 TOP OF PAVER 125.825

300

1312

BATHROOM

1505

2235

W4 385

STUDIO

CURB BELOW THESE PANELS

150 CB - 3/4HR

70 AcW3

R12

BM 300x500

W1 ON 300 CONC - 1HR

4585

XX-07

4160

PROPERTY LINE

1770 34140

A607

598

DXX-07

R13

3.9 m²

KITCHEN

1180

W7 - 1HR 500

DIVIDER SCREEN AS NOTED, TYPICAL

1000

1000 320 1000

DXX-SD

1395

W7 - 1HR 4174

DEN

W4 150

W21

150

+( 125.850 )

W21

( 125.850 )+ ( 125.850 )+

CEILING TYPE 1 3123

EL 125.500

1604

200

2022

590 1180

+( 125.850 )

W7 - 1HR 1315

CHUTE ROOM

XX-01

200CB - 1.5HR

955

2625 W1

2050

4415

STORAGE LOCKER

680

W4 230

724

100 SLOPE 3.25%

W/D

R14

2235 HOISTWAY DEPTH

DXX-SD

BEDROOM

PROVIDE LOCKABLE ACCESS GATE

660

TOTAL= 14

1265

W.I.C.

590

W7 - 1HR

250

300 CONC - 2HR

240

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

W13-06

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 612

CORRIDOR

CLOSET

W21 5900

590

885

W7 - 1HR 5900

1173

1810

1367

W7 - 1HR

300 CONC - 1HR

670

W13-03

2723

W4 1228

AD ( 125.550 )

FHV/F.E

HOISTWAY WIDTH

100 SLOPE 2.41%

LIVE/DINE

100 S 7.4%

A607

A520

W7 - 1HR

BATHROOM

W7 - 1HR

100 S 7.4%

294

1315

SIM

200CB - 1.5HR

1307

2276

W7 - 1HR 4585

500 CONC - 1.5HR 5530

1B + D

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 610

250

3196

W7 - 1HR

1172 300

W21 1470

1525

2715

1770 590 730

1690

50.6 SM

1180

W7 353 BM 300x500

545 SF

2599

76.8 SM

250

4160

W7 - 1HR 1427

1595

W7 - 1HR 1337

KITCHEN TOP OF PAVER 125.825

52.7 SM

3415

750 W3

BATHROOM

230

CLOSET

1585

W21

1093

285

436

DIVIDER SCREEN AS NOTED, TYPICAL

826 SF

880

W4 398

130

590 1180

W1 ON 300 CONC - 1HR

568 SF

FOR DIMS AND PARTITION TYPES REFER TO LEVEL 6, UNIT 610

( 125.850 )+ ( 125.850 )+

+( 125.850 )

1180

568 SF 52.7 SM

1050

1418

2625 +( 125.850 )

885

880

W3 670

W21

1180

5890

695

PROVIDE LOCKABLE ACCESS GATE

CLOSET

1055

MASTER BEDROOM

A400

W/D

CLOSET

100 SLOPE 2.23%

1180

AD ( 125.550 )

1210

LIVE/DINE

2641

150

1311

W15 - 1HR

670

150

1310

200CB - 1.5HR

1010

100 S 7.45%

2599

275

1B + D

3415

175

610

62.9 SM 100 S 7.44%

275

W21

1309

DXX-SD

2050

1180

677 SF

275

W21

PROPERTY LINE

W1 ON 350 CONC - 1HR

1308

125.825

W21

KITCHEN

1825

275

W21

1B + D

BEDROOM NO.2

425

W1 5900

175

1275

850

700

650 434

450

1180

TOP OF PAVER

2650

W21

W21 175

1495

748

( 125.650 )+

W21 350

GEODETIC TOP OF STRUCTURAL SLAB BELOW

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

CAP FLASHING BELOW, TYPICAL

100 SLOPE 3.27%

+ (86.660)

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

( 125.650 )+ ( 125.650 )+

TOP OF PAVER 125.825

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

1.1

PROPERTY LINE

4105

+ 86.700

296

395

41910

+ 86.660

2844

296

1.1

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

1.1y ON N73°27'40"E

41841

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL 13

HHy ON N16°37'50"W

1 A400

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A217

AAy AA

A401

A416 AAy ON N16°37'50"W

A415

NOTES:

HH HHy

401

5400

5900

6150

32998

1.1y

1770

1180

590

1180

590

300

590

1770

1180

590

290

590

1180

590

290

1180

1770

1180

290

1.1

391

624

1770

N73°27'40"E

1770

400

780

1180

1.1y

998

290

+ 86.660

+ 86.700

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (86.660)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

4830

300

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

1.1

PROPERTY LINE 395

41910

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

1.1y ON N73°27'40"E

41841

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

5600 748 434

4500 1770 802 590 1770

1660

330

W3 1085

1660

1595

385

2 38680

19680

5900

2355

9 BEDROOM

920

1180

1555

875

285

CLOSET

W15 - 1HR

BATHROOM

A401

1180 590

965

W15 - 1HR

W21

W15 - 1HR

226

1770

1615

1085

38720

1660

100 SLOPE 1.9%

320

100 SLOPE 5.97%

LIVE/DINE

296

215

945

W15 - 1HR

935

1680

AD ( 133.800 )

628

KITCHEN

N16°37'50"W

1202

W16-07

1180

100 SLOPE 3.57%

45.4 SM

1782

PROPERTY LINE

W21

DIVIDER SCREEN AS NOTED, TYPICAL

2027

489 SF

5900

590

W21

835

1B 1612

665

W3 W6

CLOSET

1560

7360

1698 1180 590 590 296

100 SLOPE 3.26%

2823

945

+( 133.900 )( 133.900 )+ +( 134.101 )( 134.101 )+

885

W/D

945

220

W3 200

W7 - 1HR

590

100 SLOPE 2.01%

W21

150

W3 665110

165

W15 - 1HR

W/D

A605

570

508 SF

590 1180 294

W15 - 1HR W21

590

A415

14 13 12 11 10 9 8 7 6 5 4 3 2 1

REISSUED FOR PERMIT REVISED FOR SI 031 REVISED FOR SI 017 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR DRYWALL TENDER REVISED FOR SI 005 REVISED FOR SI 001 ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW ISSUED FOR PERMIT

JUNE 06,2016 MAY 30, 2016 APRIL 11, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 30, 2015 NOVEMBER 03, 2015 DECEMBER 02, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014 SEPTEMBER 16, 2013

NO.

REVISIONS

DATE

BEDROOM

47.2 SM

LIVE/DINE

1180

AcW4

1613

2874

1B 2215

449 SF

DIVIDER SCREEN AS NOTED, TYPICAL

41.8 SM

LIVE/DINE

W1 ON 350 CONC - 1HR

W4 BEDROOM

( 134.101 )+ +( 134.101 )

W15 - 1HR+( 134.101 )( 134.101 )+

690

1615

CLOSET

650

W15 - 1HR

W3 503 222

865

235

200 400

750 127

CLOSET

1300

W15 - 1HR

W3 1135

590

2815

215

325 610

W/D

CLOSET

W15 - 1HR

455 SF

A605

LIVE/DINE

W15 - 1HR

990 690 200

815

D16-SD

70 AcW3

150 CB - 1HR CLOSET

175

195

915

W/D

547 SF

915

BEDROOM

42.3 SM

1315 1043 1088

1015

50.9 SM

W15 - 1HR

D16-SD

217 890

1616

42.4 SM

730

A502 350

2430

935

985

GLAZED ALUMINUM . GUARD RAIL, TYPICAL.

AD ( 133.800 ) 100 SLOPE 5.97%

1210

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

W15 - 1HR

175

2430

175

725

KITCHEN

730

3690

W1 425

W4 W1 ON 350 CONC - 1HR

W3 670

930

620

W6 1265

W7 - 1HR

1645

W3 W6

1087

930

785

W4 880

A606

150

167

3376

CEILING TYPE C3C (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

BEDROOM

1018

70 AcW3

285

4185

1032 680

W6 150 CB - 2HR

220 610

855

315

1691

BM 350x500 400

750

CLOSET

407

503 222

KITCHEN

1611

KITCHEN

315

2815

BATHROOM

185

W1 ON 300 CONC - 1HR

D16-STA

11 00

1715

W15 - 1HR

70 AcW3 1030

70 AcW3

BATHROOM

1535

150 CB - 1HR 70 AcW3 W3 W3

DEN

872

W9 - 1HR

AcW3

1555

2273

BATHROOM

D16-SD

D16-02

360

70 AcW3

150 CB - 2HR

CEILING TYPE C3B (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

A416 885

CLOSET

D16-SD

F.S.P.

AcW3 70 AcW3

W6 880

1110

KITCHEN

W15 - 1HR

240

1600

380

FHV/F.E

16-02

150 CB - 1HR

185

W1 W3

800 2427

A605

915

BATHROOM

DIVIDER SCREEN AS NOTED, TYPICAL

W4 1683

W7 - 1HR 950

400 CONC - 2HR

150 CONC - 2HR

5635

HOISTWAY WIDTH

200CB - 1.5HR 200CB - 1.5HR CLOSET150 CB - 1HR

70 AcW3

D16-SD

W4 1180

610

BM 300x500 200 CB - 2HR 1335 1450

W21

W15 - 1HR

100 SLOPE 2.4%

240 615

+( 134.101 )( 133.900 )+

W21

157

2715

ELECTRCAL CLOSET

2070

150 CB - 2HR

D16-01

564

500 CONC - 2HR

BM 300x400 W3 W3 32

285

CLOSET

150 CB - 2HR

798

200CB - 1.5HR

D16-STC

675 120 5410 185 490

32 185 490

W/D

STAIR-A

2365

W7 - 1HR

1345

1340

1601

660

LIVE/DINE

+( 133.900 )

DIVIDER SCREEN AS NOTED, TYPICAL

134.075 TOP OF PAVER

( 134.101 )+

DIVIDER SCREEN AS NOTED, TYPICAL 100 SLOPE 3.05%

( 134.101 )+ +( 134.101 )

( 133.900 )+ +( 134.101 )

+( 133.900 )

( 134.101 )+

+( 133.900 )

134.075 TOP OF PAVER

11 3.08% 100 SLOPE A605

100 SLOPE 3.05%

100 SLOPE 2.56%

AD ( 133.800 )

DIVIDER SCREEN AS NOTED, TYPICAL

( 134.101 )+

+( 134.101 )

( 133.900 )+

+( 134.101 )

( 134.101 )+

+( 133.900 ) ( 133.900 )+ ( 133.900 )+

AD ( 133.800 )

100 SLOPE 5.01%

100 SLOPE 2.14%

100 SLOPE 3.81%

W21

+( 134.101 )

( 134.101 )+

DIVIDER SCREEN AS NOTED, TYPICAL 100 SLOPE 3.82%

1825 CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

W21

( 134.101 )+

AD ( 133.800 )

( 133.900 )+

+( 134.101 )

( 134.101 )+ +( 133.900 )

W16-08

W21

920

150

W21

( 134.101 )+

+( 133.900 )

100 SLOPE 3.04%

+( 133.900 ) +( 133.900 )

W21

+( 134.101 )

( 133.900 )+

+( 133.900 )

( 133.900 )+

W21

3155

175

6650

W21

175

100 SLOPE 4.47%

( 133.900 )+

W21

5900

175

100 SLOPE 4.56%

W21

100 SLOPE 4.53%

W21

( 133.900 )+

5900 175

150

100 SLOPE 4.53%

150

100 SLOPE 5.09%

5900

100 SLOPE 4.98%

CLOSET

1060

UP 15R

S.P. 300 CONC - 2HR

1595

955

350 CONC - 1 HR

150 CB - 1HR

70 AcW3

CLOSET

285

BEDROOM

FIREFIGHTER ELEVATOR 4

BATHROOM

456 SF

( 133.900 )+

38 675 120

BM 300x400 200CB - 1.5HR

BM 350x500

1908

3358

1940

70 AcW3

2744

+( 133.900 )

1195

150 CB - 1HR

725

CLOSET

1040

2874

BEDROOM

150 CB - 2HR

CLOSET

3123

W7 - 1HR

150 CB - 1HR

D16-SD

640

W3 W1 ON 350 CONC - 1HR

75 0

61 6

333

W1 ON 300 CONC - 2HR

70 AcW3

CEILING TYPE 1

2700

W4 W3 W3

725

W21 2298

100 SLOPE 3.16%

( 133.900 )+

W7 - 1HR

1535

200

00 11 R 15R UP

W2 ON 675 CONC - 1.5HR

1650

575

2160

1604

340

296

1180

1220

ø R

ELEVATOR 2

BM 675x500

1173

1195

310

ENSUITE

750

651

+( 133.900 )

960

329 151

1560 W4

885

285

BEDROOM NO. 3

1315

885

W3 1585

W4 W4

1950

695

W7 - 1HR

CLOSET

810 2160 HOISTWAY DEPTH

CLOSET

W/D

CEILING TYPE C3A (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

W7 - 1HR

W2 ON 675 CONC - 1.5HR

W3 1625

1770

915

ELEVATOR 3

1135

KITCHEN/DINE/LIVE 1015

1213

148

385

72.7 SM

651

963

BM 300x500

D16-SD

782 SF

AD ( 133.800 )

W15 - 1HR

1602

100 SLOPE 7.84%

655 32

W7 - 1HR

W/D

150 CB - 2HR

200

BATHROOM

750

38820

655

2305

885

W4 W4 2155

CLOSET 5900

W21

N16°37'50"W

W/D

STANDPIPE (S.P.) STAIR-C

310 695 148

920

W4 1565

205

1745

952

675

BEDROOM NO.2

100 SLOPE 1.88%

590 590 590 590

955

PROPERTY LINE

16358

W1 ON 300 CONC - 1HR

W3 617

148

W16-01

206

610

152

W21

760

4027

100 SLOPE 3.48%

W21

296

1180

1480

300 CONC - 2HR

0 75

( 133.900 )+ +( 133.900 )

46.4 SM

LIVE/DINE

88 100

150 CB - 2HR

BM 300x500

1770

500 SF

CLOSET

D16-SD

590

1B 1603

( 134.101 )+ +( 134.101 )

200CB - 1.5HR

5635

2510

70 AcW3

750

KITCHEN

HOISTWAY WIDTH

W3 690

ELEVATOR 1

CLOSET

1580

1540

2630

100 88

200

175

W15 - 1HR

BM 675x500

5410

BATHROOM

W15 - 1HR W15 - 1HR

2235

500 CONC - 1.5HR

1705

500

W21 W21

100 SLOPE 9.29%

1873

KITCHEN LIVE/DINE

BEDROOM

+( 133.900 )

2235 HOISTWAY DEPTH

W1 ON 350 CONC - 1HR

100 SLOPE 3.85%

396 SF

BATHROOM

100

599

36.8 SM

100 SLOPE 7.84%

A604

W7 - 1HR

791 175

CEILING TYPE C2 2-HR

1960

1015

150 CB - 3/4HR 1650

1100

W2 ON 675 CONC - 1.5HR

943

3123

200 CB - 2HR

832

16-01

133.750

1604

815

180

1173

BM 300x500

CAP FLASHING BELOW, TYPICAL.

100 SLOPE 5.53%

W4 600

1055

W15 - 1HR

D16-SD

1848

CHUTE ROOM 3930

16-03

200CB - 1.5HR

145

CLOSET 70 AcW3

1397

238

STUDIO

1500

2092

CORRIDOR

CEILING TYPE 1

FHV/F.E 1880

W7 - 1HR

2860

CEILING TYPE C1

+( 134.101 )( 133.900 )+

W6 W7 - 1HR

LEGEND: PROPERTY LINE

590

W16-05

AD ( 133.800 )

1650 D16-SD

W7 - 1HR

W7 - 1HR 3040

1967

245

935

763

W15 - 1HR

A520

W7 - 1HR

W3 2835

1060

210

W/D

SIM

D16-SD

W15 - 1HR

478 692

296 1770 1180

770

1605

( 133.900 )+ +( 133.900 )

590

105

CLOSET

W16-02

DIVIDER SCREEN AS NOTED, TYPICAL

1102

W7 - 1HR

940

615

W15 - 1HR

455

W1 ON 300 CONC - 1HR

1100

895

1323

168

1252

1870

158

1100

W3 312

1180

D16-SD

791

W7 - 1HR 3592

1180

850

1495 3175

965

CLOSET

W/D

KITCHEN

BATHROOM

795

W15 - 1HR

1070

180

W15 - 1HR

1105

W16-06

160 532

461

CLOSET

3465

W4 1035

830

W3 725 95

2055

W1 ON 350 CONC - 1HR

2494

2131

2494

4.6 m²

TOP OF PAVER.

1395

W15 - 1HR

750

715

965

2593

700

W3 640

1842

1142

KITCHEN

885

855

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

134.075

4160 53.3 SM

29.3 SM

1069

680

710

BATHROOM

923

D16-SD

590

W/D

4.9 m²

W15 - 1HR

590

285

695

1678

596 724

( 133.900 )+ +( 133.900 ) 100 SLOPE 7.84%

1180

832

410

665

110

250 250 DEN

1610

943

DIVIDER SCREEN AS NOTED, TYPICAL

BATHROOM

312

AD ( 133.800 )

590

1017

W15 - 1HR

1650

590

W4 W4

213

A605

( 133.900 )+ +( 134.101 )

A400

KITCHEN

AD ( 133.800 )

958

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

( 133.900 )+

574 SF

303

W21

1180

697

4478

590 7834

BATHROOM

1468 W4

122 113

762

W16-03

885

4815

750

1643

150

315 SF

990

LIVE/DINE 2954

790

1363

1609

1B + D

+( 133.900 )

BEDROOM

1000

1035

150

LIVE/DINE

1750

W21

200

1830

760

2337

293

2337

51.3 SM

963

552 SF

LIVE/DINE

40.9 SM

D16-SD

W15 - 1HR

200 KITCHEN

5900

2969

5900

52.8 SM

STUDIO

440 SF

1793

2922

W21

200 SLAB

1B 1608

W1 ON 350 CONC - 1HR

352

BEDROOM

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

CURB BELOW THESE PANELS

LIVE/DINE

568 SF

250 250

W21

1607

350

1606

W21

1B + D

W21

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

( 133.750 )+

998

850

2150

1180

W21 W3

BEDROOM 425

800

BEDROOM

LIVE/DINE 434

W21

W21 W1

W21 1495

748 1180

+( 133.750 )

( 133.750 )+

W21

W16-04

DIVIDER SCREEN AS NOTED, TYPICAL

1500

DIVIDER SCREEN AS NOTED, TYPICAL

( 133.730 )+

20 SLOPE 1.33%

5575

+( 133.750 )

+( 133.730 )

( 133.730 )+

3475

20 SLOPE 1.33%

+( 133.730 ) 3955

4106

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

( 133.900 )+

87 PETER STREET TORONTO, ON

( 133.900 )+ ( 133.900 )+ +( 133.900 )

( 133.900 )+

+( 134.101 )

( 133.900 )+

100 SLOPE 1.72%

100 SLOPE 1.96%

AD ( 133.800 )

1 A417

5600

GUARD RAIL AS NOTED, TYPICAL.

BABAK ESLAHJOU LICENCE 4706

PRECAST CONCRETE PAVERS, TYPICAL

7 40 TO GRID 7.7y

( 133.900 )+ ( 134.200 )+

+( 133.900 ) +( 133.900 )

7.7 1180

590

1770

1180

300 590

CHECKED

604 590

DRAWN

NM, SD, MN, NI, SH, PS 1276

DATE/TIME PRODUCED: 07/06/2016 8:59:57 AM

1770

590

1180

590

41910 1180

7.7y

1770

N73°19'20"E 590

290

PROPERTY LINE 590

1180

300 590

590

1180

296

1770

296

590

7.7

300 1180

590

1770

590

1180

31984

440

7.7y

4830

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL 16

12373 (12.5) SETBACK HHy ON N16°37'50"W 7.7y ON N73°19'20"E

AAy AA

1 A400

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A220

AAy AA

A416

A401

NOTES:

HH HHy

A415

AAy ON N16°37'50"W

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

1.1y ON N73°27'40"E

1.1y

590

1180

590

1180

590

1770

1180

590

1770

1.1

590

41910

590

N73°27'40"E

1180

590

1180

1770

1180

1770

400

780

1180

1.1y

998

+ 86.700

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (86.660)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

1.1

PROPERTY LINE

+ 86.660

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___. 5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS. 6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

2609

441 SF

315 SF

573 SF

29.3 SM

53.2 SM

4415

( 163.530 )+ +( 163.550 )

590

20 SLOPE 1.33%

590

W15 - 1HR

72.7 SM

235

150

651

150

200 400

W1 ON 350 CONC - 1HR

175

190

150

190

590

507 SF 47.1 SM

1 A415

150

1180

41.8 SM

2612

2674

449 SF

3525

3350

42.8 SM

W1 ON 350 CONC - 1HR

461 SF

2613

3350

2614

W15 - 1HR 1B

3525

42.4 SM

W1 ON 350 CONC - 1HR

456 SF 3347

3525

3350

2874

2601

3522

W21

W1 ON 350 CONC - 1HR

332

590 1180

W15 - 1HR

651

+( 163.530 ) ( 163.575 )+

650

1180

3932

3943

W15 - 1HR

W21

2288

782 SF

3940

70 AcW3 3940

1301

20 SLOPE 1.33%

3B 2602

802 590

W21

D26-SD

70 AcW3

W15 - 1HR

1180

150 CB - 1HR

1500

W15 - 1HR

AcW3

70 AcW3

F.S.P.

150 CB - 1HR

1321

W7 - 1HR

590

W9 - 1HR 150 CB - 1HR

150 CB - 1HR

70 AcW3

D26-SD

150 CB - 1HR

70 AcW3

D26-SD

W21

1180

150 CB - 1HR

1180

590 1770

D26-SD

150 CB - 1HR

300 290 1180

+( 163.550 ) ( 163.530 )+

D26-03

W7 - 1HR

N16°37'50"W

917

200

D26-STA

200 CB - 2HR 1650

W15 - 1HR

1100

W15 - 1HR

38720

26-03

D26-SD

W18-07

628

175

200

3123 ELECTRCAL CLOSET

725

1180

489 SF 45.4 SM

590

W7 - 1HR

2611

W7 - 1HR

1604

PROPERTY LINE

W15 - 1HR

BM 300x500

W21

W15 - 1HR W7 - 1HR

200CB - 1.5HR

185 490

W2 ON 675 CONC - 1.5HR

1173

2292

W21

W15 - 1HR

D26-SD

( 163.530 )+ +( 163.550 )

A401

500 CONC - 2HR

400 CONC - 2HR

150 CONC - 2HR

50.7 SM W15 - 1HR

2880

W7 - 1HR

CEILING TYPE 1

S.P. 300 CONC - 2HR

20 SLOPE 1.33%

545 SF

STAIR-A

BM 350x500

1180

PROPERTY LINE

32 185 490

BM 350x500

D26-SD

350 CONC - 1 HR

152 148

D26-SD

W21

W2 ON 675 CONC - 1.5HR

W15 - 1HR

( 164.450 )+ +( 163.530 )

BM 675x500

1500

2610

4000

5635

HOISTWAY WIDTH

200CB - 1.5HR

W3 BM 300x400

5410

1321

250 SLAB

200CB - 1.5HR

2290 332

W21

W7 - 1HR

W1 ON 300 CONC - 1HR

917

+( 163.575 ) ( 163.530 )+

46.4 SM

2690

590

W1 ON 300 CONC - 2HR 2190

590

W21

W1 ON 300 CONC - 1HR

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

150 CB - 2HR

500 SF

BM 300x500

245

152

150 CB - 2HR

70 AcW3

150 CB - 2HR

UP 15R

CEILING TYPE C3C (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

1180

W15 - 1HR

70 AcW3

148

61 6

150 CB - 2HR

D26-01

15R UP

CEILING TYPE C3B (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

A416

70 AcW3

500

2603

1126

602

1698

D26-SD

1000

1100 250 SLAB DN

150 CB - 2HR

633

120

W3 5410

300x400 BMW3

W18-01

N16°37'50"W

150 CB - 2HR

200

200CB - 1.5HR

5530

W21

HOISTWAY WIDTH

500 CONC - 1.5HR

W15 - 1HR

W21

564 616

2235 HOISTWAY DEPTH 2235

STANDPIPE (S.P.) STAIR-C

CEILING TYPE C3A (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

70 AcW3

1950

38820

88 100

100 88

300 CONC - 2HR

1301

590 590 1770

200CB - 1.5HR

70 AcW3

2235 200

W21

2028

1770

2235 HOISTWAY DEPTH

BM 300x500

675

W15 - 1HR

500

+( 163.530 ) ( 163.575 )+

590

W2 ON 675 CONC - 1.5HR

BM 675x500

150 CB - 2HR W2

W7 - 1HR

D26-STC

W7 - 1HR

20 SLOPE 1.33%

1770

150 CB - 3/4HR

26-02

2604

1301 2

200 CB - 2HR

D26-02

200CB - 1.5HR

W7 - 1HR

36.7 SM

( 164.450 )+ +( 163.530 )

26-01

396 SF

1425

CHUTE ROOM

EL 163.550

CEILING TYPE C2 2-HR

360

D26-SD

400

26-04 ELECTRICAL CLOSET

120

STUDIO

W18-02

W15 - 1HR

1172 300

1020

724

( 163.555 )+ +( 163.550 )

W15 - 1HR

596

+( 163.531 ) ( 163.555 )+

W7 - 1HR

W15 - 1HR

240

2350 CORRIDOR

D26-SD

1180

2625

W7 - 1HR

3123

CEILING TYPE C1

W15 - 1HR

W7 - 1HR

1604

CEILING TYPE 1

W1 ON 300 CONC - 1HR

590

W7 - 1HR

1173

LEGEND:

1770

W7 - 1HR

W15 - 1HR

250

D26-SD

590

D26-SD

1000

250

PROPERTY LINE

3415

250

W7 - 1HR

3220

590

W18-05

W21

1180 590

250

D26-SD

A400

W18-06

W15 - 1HR

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS). 1180

1B + D

W15 - 1HR

748

00 ø7

150

2608

4415

590

W21

40.9 SM

3415

W15 - 1HR

1180

547 SF 50.8 SM

STUDIO

2607

W21

150

2606 568 SF

2605

W21

52.8 SM

W18-03

W21

1180

150

W21

W1 ON 350 CONC - 1HR

2825

352

1180

800

1B + D 350

150

W21

590

250

W21

997

250

W21

850

W21

3068

W21

W1 ON 350 CONC - 1HR

W21

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

( 163.550 )+

1395

W21

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

DIVIDER SCREEN AS NOTED, TYPICAL

+( 163.550 )

50 ø6

20 SLOPE 1.33%

( 163.550 )+

W18-04

W15 - 1HR

W21

DIVIDER SCREEN AS NOTED, TYPICAL

( 163.530 )+ 560

750

748

2150

325

1395

+( 163.550 )

+( 163.530 )

( 163.530 )+

20 SLOPE 1.33%

+( 163.530 )

6 5 4 3 2 1

REISSUED FOR PERMIT REVISED FOR SI 031 REVISED FOR SI 017 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR SI 010 REVISED

JUNE 06,2016 MAY 30, 2016 APRIL 11, 2016 JANUARY 27, 2016 JANUARY 15, 2016 JANUARY 07, 2016

NO.

REVISIONS

DATE

660

00 ø6

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

+( 163.530 )

( 163.530 )+

+( 163.530 )

2290

915

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

4060

1505 ( 163.530 )+

+( 163.530 )

( 163.530 )+

W21

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

W21

2290

1505 +( 163.530 )

( 163.530 )+

+( 163.530 )

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

( 166.255 )+

1500

W18-08

W21

20 SLOPE 1.33%

1500

( 163.549 )+

W21

1500

W21

20 SLOPE 1.33%

1505

W21 20 SLOPE 1.33%

2290

W21

1500

W21

1500

20 SLOPE 1.33%

2685

W21 20 SLOPE 1.33%

W21

2880 ( 163.530 )+

GLAZED ALUMINUM BALCONY GUARD RAILS, TYPICAL.

6 87 PETER STREET TORONTO, ON

BABAK ESLAHJOU LICENCE 4706

DRAWN

SCALE

DATE/TIME PRODUCED: 07/06/2016 9:00:44 AM

Author CHECKED

Checker

7.7

41910 880

1180

590

1770

1180

590

1770

590

1180

590

1180

7.7y

1770

N73°19'20"E 590

7.7

PROPERTY LINE 590

1180

590

1180

296

1770

296

590

1180

590

1770

590

1180

440

7.7y

41050

DATE

JUNE 2013

TITLE

PLAN LEVEL 26 (LEVEL 42 SIMILAR)

HHy ON N16°37'50"W 7.7y ON N73°19'20"E

AAy AA

1 A400

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A222.1

AAy AA

A416

A401

AAy ON N16°37'50"W

A415

NOTES:

HH HHy

401

5400

5900

4100

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

1.1y ON N73°27'40"E

41841 5900

5900

6150

391

+ 86.700

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (86.660)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

32122

1.1y

3010

2900

1.1

N73°27'40"E

2900

1.1y

3010

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

1.1 1.1 1.1y 1

PROPERTY LINE 395

41910

2900

+ 86.660

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE. 4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___. 5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

5600

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

200 CB

1185

1220

D50-04

5105

1950

1060

1830

PROPERTY LINE

300 HIGH CONCRETE CURB

3006

100 SLOPE 4.68%

7360

AcW6

351 3178

AcW6

275 275

1073 127

200 CB

D50-08

W20

275

1198

VESTIBULE 3010 50-08

3892

5900

W20 403

367

STANDPIPE (S.P.)

D50-STA

2 38680

150

125

675

3892

W20

1450

275 275

1100

183

DN 22R

170 W20

6501

50-12

PROPERTY LINE

FLOATING SLAB

AIR WELL

BM 300x500

STAIR-A 236.550

W20

W20 675 CONC - 1.5HR

4002

200 CB - 2HR 637 SLAB

6175

N16°37'50"W

1185

50-10

38720

645

W20

DASHED LINE INDICATES CEILING TYPE C3B

1565

1060

6671

150

675 CONC - 1.5HR

200 CB - 2HR

185 490

200 CB

275

W20

490

185

200 CB

1250

300 SLAB

2735

275 275

200 CB - 2HR 50-13

200 CB

UP 13R

D50-STA

50-03

4840

AIR WELL

W20

400 1605

3950 275

D50-05

275 275

W20

D50-02

D50-03

5900

F.E.

W20 3892

550

W20

550

FLOATING SLAB

300 HIGH CONCRETE CURB

2550

2149

W20

275

200 CB - 2HR

1630

2735

1548

W20

275

200 CB

275

50-05

D50-10

F.E.

1554

CHILLER ROOM

W20

200 CB - 2HR

200 CB

N16°37'50"W

175

200 CB - 2HR

F.E.

175175

38820

W20 FHV + F.E.

50-06

386

2424

2650

1 A415

4002

EW5

200 CB

376 275

5 385

2650

200 CB 2599

4002

EW5

W20

375

1803

MAKEUP AIR UNIT ROOM

175 375

275 275

W20

50-09

W20

2260

430

2392

401 2260

350

BOILER ROOM

2598

3892

FIREFIGHTER ELEVATOR 4

425

3892

19680

WASHROOM

200 CB

ELEVATOR 3

200 CB - 2HR

GENERATOR ROOM

D50-01

300 SLAB

1763

A400

4830

W20

4827

200 CB

300 HIGH CONCRETE CURB

200 CB

AcW6

EW5

5530

BM S200X27

200 CB

HOISTWAY WIDTH

ELEVATOR 2

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

D50-09

200CB - 1.5HR

5410

BM S200X27

5410

200CB - 1.5HR

5530

HOISTWAY WIDTH

EW5

500 CONC - 1.5HR

ELEVATOR 1

1250

200 CB - 2HR

3892

A520

200 CB

200 CB - 2HR

W20

2235

200 CB - 2HR

300

3275

4270

275 275

W20

200 CB

300

785

150 CONC - 2HR

1450

500

SIM

3050

AcW6

2235

500 CONC - 1.5HR

500

326

300 CONC - 2HR

1185

275 275

120

2235

1220

445

200 CB - 2HR 120

50-11 1450

495

675

275 275

1700

CEILING TYPE C3C (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

A401

675 CONC - 1.5HR 675

675 CONC - 1.5HR

DN 22R

300 HIGH CONCRETE CURB

AcW6

300

D50-07

D50-06

A416 ELECTRICAL ROOM

19680

3010

AcW6

1830

236.550

3550

275

1060

STAIR-C

120

425

1045

326

1450

2550

DASHED LINE INDICATES CEILING TYPE C3C

FLOATING SLAB

AcW6

500 1910

50-04

CEILING TYPE C3B (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

275 275

300 SLAB

550

+( 236.650 ) ( 236.650 )+

AcW6

275 275

50-01 1700

4000

COOLING TOWER ROOM

CEILING TYPE C3A (REFER TO CEILING SCHEDULE AND ACOUSTIC REPORT)

( 236.600 )+ ( 236.600 )+

351

1950

CEILING TYPE C2 2-HR

+( 236.600 ) +( 236.600 )

AcW6

VESTIBULE

CEILING TYPE C1

AD ( 236.500 )

( 236.600 )+ ( 236.600 )+

2658

3950 2658

DASHED LINE INDICATES CEILING TYPE C3C

1895

VESTIBULE

275 275

50-02

1858

4002

5900

100 SLOPE 1.85%

A502

EW5

LEGEND: PROPERTY LINE

D50-STC

200 CB

275 275

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

100 SLOPE 1.85%

351

( 236.600 )+

425 1858

326

+( 236.600 ) +( 236.600 )

( 236.600 )+

EW5

RIDGE ( 236.600 )

2 A606

+( 236.600 ) +( 236.600 ) RIDGE (236.600)

100 SLOPE 1.85%

200 CB - 2HR

PREFINISHED METAL FLASHING, TYPICAL

AD ( 236.500 ) 100 SLOPE 1.85%

D50-11

3006

AD ( 236.500 )

PRECAST CONCRETE PAVERS, TYPICAL

100 SLOPE 4.68%

TOP OF PAVER 236.800

( 236.600 )+ 100 SLOPE 4.68%

100 SLOPE 4.68% RIDGE ( 236.600 )

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

( 236.600 )+

+( 236.600 ) ( 236.600 )+ ( 236.600 )+ +( 236.600 )

+( 236.600 ) +( 236.600 )

( 236.600 )+

400 CONC - 2HR

( 236.600 )+

+( 236.600 ) +( 236.600 )

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

385

386

376

NO.

REVISIONS

DATE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB. 6650

325

W20

275 275

JUNE 06,2016 MAY 30, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 DECEMBER 02, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014 SEPTEMBER 16, 2013

W20 325

W20

376

W20

275 275

REISSUED FOR PERMIT REVISED FOR SI 031 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER REVISED FOR SI 001 ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW ISSUED FOR PERMIT

275 275 275

W20

13 12 11 10 9 8 7 6 5 4 3 2 1

EW5

DASHED LINE INDICATES CEILING TYPE C3C

1 A606

5600

87 PETER STREET TORONTO, ON

BABAK ESLAHJOU LICENCE 4706

DRAWN

1276

DATE/TIME PRODUCED: 07/06/2016 9:02:38 AM

NM, SD, MN, NI, SH, PS CHECKED

7.7y 7.7

41910 3010

7.7y

2900

1300

N73°19'20"E 2900

7.7

PROPERTY LINE 2900

2900

3010

29500

1320

7.7y

4830

SCALE

1 : 50 DATE

JUNE 2013

TITLE

PLAN LEVEL 50 (MECHANICAL PENTHOUSE)

HHy ON N16°37'50"W 7.7y ON N73°19'20"E

AAy AA

HH HHy

PROJECT NO.

11-253

DRAWING NO.

A231

MATERIALS LEGEND:

2 7360

4 5900

5 5900

6 6650

7.7 7.7y

B 5400

5600

3950

5600

C 5900

D 5900

E 5900

F 5900

G 5900

242.700 ELEVATOR ROOF

240.500 ROOF

4250

236.550 LEVEL 50

4250

236.550 LEVEL 50

3250

232.300 LEVEL 49

3250

232.300 LEVEL 49

217.250 LEVEL 44

2950

217.250 LEVEL 44

214.300 LEVEL 43

2950

214.300 LEVEL 43

2950

220.200 LEVEL 45

2950

220.200 LEVEL 45

211.350 LEVEL 42

2950

211.350 LEVEL 42

2950

223.150 LEVEL 46

2950

223.150 LEVEL 46

208.400 LEVEL 41

2950

208.400 LEVEL 41

2950

226.100 LEVEL 47

2950

226.100 LEVEL 47

GL 5a

6MM EXTERIOR SPANDREL GLASS, SINGLE GLAZED (3-1436 DEEP SPACE)

GL 5b

6MM EXTERIOR SPANDREL GLASS, SINGLE GLAZED (3-1059 GULL WING GRAY)

GL 8

6MM FROSTED TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 9

SPRINKLERED 6MM TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 10

LAMINATED GLASS

MT 1

METAL PANEL PAINTED PT-1 (DEEP SPACE)

PT 1

PAINT TYPE 1 (DEEP SPACE)

PC 1

PRECAST CONCRETE

GR 1

GREEN WALL

EIF 1

EXTERIOR INSULATION FINISH SYSTEM

AL 1

PREFINISHED ALUMINUM

AL 2

PREFINISHED ALUMINUM

CF 1

CONCRETE FINISH

AC 1

ARCHITECTURAL CONCRETE

3250

181.550 LEVEL 32

2950

181.550 LEVEL 32

178.600 LEVEL 31

2950

178.600 LEVEL 31

2950

184.500 LEVEL 33

2950

184.500 LEVEL 33

3250

175.650 LEVEL 30

169.450 LEVEL 28

2950

169.450 LEVEL 28

2950

163.550 LEVEL 26

2950

160.600 LEVEL 25

2950

157.650 LEVEL 24

2950

154.700 LEVEL 23

2950

151.750 LEVEL 22

2950

148.800 LEVEL 21

166.500 LEVEL 27 153800

2950

166.500 LEVEL 27 153800

172.400 LEVEL 29

2950

172.400 LEVEL 29

2950 2950 2950 2950 2950 2950 2950 2950

8MM TEMPERED GLASS AS REQUIRED TO SUIT DESIGN LOADS OF A GUARDRAIL

187.450 LEVEL 34

2950

187.450 LEVEL 34

163.550 LEVEL 26 160.600 LEVEL 25 157.650 LEVEL 24 154.700 LEVEL 23 151.750 LEVEL 22 148.800 LEVEL 21

3250

145.850 LEVEL 20

3250

2950

142.600 LEVEL 19

2950

139.650 LEVEL 18

2950

136.700 LEVEL 17

2950

133.750 LEVEL 16

2650

130.800 LEVEL 15

2650

128.150 LEVEL 14

2950

125.500 LEVEL 13

2650

122.550 LEVEL 12

2650

119.900 LEVEL 11

2650

117.250 LEVEL 10

2650

114.600 LEVEL 9

2650

111.950 LEVEL 8

2650

109.300 LEVEL 7 106.650 LEVEL 6

142.600 LEVEL 19 139.650 LEVEL 18 136.700 LEVEL 17 133.750 LEVEL 16 130.800 LEVEL 15

13 12 11 10 9 8 7 6 5 4 3 2 1

REISSUED FOR PERMIT REVISED FOR SI 28 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER REVISED FOR SI 005 ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW ISSUED FOR PERMIT

JUNE 06,2016 MAY 02, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 NOVEMBER 03, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014 SEPTEMBER 16, 2013

NO.

REVISIONS

DATE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

128.150 LEVEL 14 125.500 LEVEL 13 122.550 LEVEL 12 119.900 LEVEL 11 117.250 LEVEL 10 114.600 LEVEL 9

87 PETER STREET TORONTO, ON

111.950 LEVEL 8 109.300 LEVEL 7 106.650 LEVEL 6

4250

2950 2950 2950 2950 2650 2650 2950 2650 2650 2650 2650 2650

GL 3

190.400 LEVEL 35

2950

190.400 LEVEL 35

4250

2650

6MM TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY

193.350 LEVEL 36

2950

193.350 LEVEL 36

3450

102.400 LEVEL 5

3450

2900

98.950 LEVEL 4

2900

96.050 LEVEL 3

1750

93.150 LEVEL 2 91.400 LEVEL MEZZ

4700

2900 2900 1750 4700

DATE/TIME PRODUCED: 07/06/2016 11:01:19 AM

GL 2a

196.300 LEVEL 37

2950

196.300 LEVEL 37

102.400 LEVEL 5

86.700 LEVEL 1

REF. A204

6MM TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

199.250 LEVEL 38

2950

199.250 LEVEL 38

145.850 LEVEL 20

A400

GL 2

202.200 LEVEL 39

2950

202.200 LEVEL 39

175.650 LEVEL 30

WEST ELEVATION

6MM ANNEALED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY

205.450 LEVEL 40

3250

205.450 LEVEL 40

GL 1a

229.050 LEVEL 48

2950

229.050 LEVEL 48

6MM ANNEALED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

6150

3950

1.1

GL 1

98.950 LEVEL 4

93.150 LEVEL 2

A400

DRAWN

NM, SD, MN, NI, SH, PS 91.400 LEVEL MEZZ 86.700 LEVEL 1

BABAK ESLAHJOU LICENCE 4706

96.050 LEVEL 3

CHECKED

SCALE

1 : 200 DATE

JUNE 2013

TITLE

WEST AND SOUTH ELEVATIONS

SOUTH ELEVATION REF. A206

PROJECT NO.

11-253

DRAWING NO.

A400

1.1

2 5600

3 7360

4 5900

5 5900

6 6650

7.7 7.7y

5600 5900

5900

6150

242.700 ELEVATOR ROOF 240.500 ROOF

242.700 ELEVATOR ROOF

2200

3950

2200

5400

240.500 ROOF

4250

3950

236.550 LEVEL 50

2950

3250

223.150 LEVEL 46

2950

223.150 LEVEL 46

2950

220.200 LEVEL 45

2950

217.250 LEVEL 44 214.300 LEVEL 43 211.350 LEVEL 42 208.400 LEVEL 41

2950

3250

205.450 LEVEL 40 3250

202.200 LEVEL 39

2950

199.250 LEVEL 38

2950

196.300 LEVEL 37 193.350 LEVEL 36

196.300 LEVEL 37

2950

2950 2950 2950

226.100 LEVEL 47

A422

205.450 LEVEL 40

2950

229.050 LEVEL 48

2950

A425

226.100 LEVEL 47

2950

232.300 LEVEL 49

229.050 LEVEL 48

2950

3250

4250

232.300 LEVEL 49

193.350 LEVEL 36

2950

190.400 LEVEL 35

169.450 LEVEL 28

2950

166.500 LEVEL 27

2950

163.550 LEVEL 26

2950

160.600 LEVEL 25

2950

157.650 LEVEL 24

2950

154.700 LEVEL 23

2950

151.750 LEVEL 22

2950

148.800 LEVEL 21

A421 2950

136.700 LEVEL 17

2950

133.750 LEVEL 16

2950

130.800 LEVEL 15

2650

128.150 LEVEL 14

2650

125.500 LEVEL 13

2950

122.550 LEVEL 12

2650

119.900 LEVEL 11

2650

117.250 LEVEL 10

2650

114.600 LEVEL 9 111.950 LEVEL 8

1 A420

109.300 LEVEL 7 106.650 LEVEL 6

3450

157.650 LEVEL 24 154.700 LEVEL 23 151.750 LEVEL 22 148.800 LEVEL 21

142.600 LEVEL 19 139.650 LEVEL 18 136.700 LEVEL 17 133.750 LEVEL 16 130.800 LEVEL 15 128.150 LEVEL 14 125.500 LEVEL 13 122.550 LEVEL 12 119.900 LEVEL 11

11 10 9 8 7 6 5 4 3 2 1

REISSUED FOR PERMIT ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW ISSUED FOR PERMIT

JUNE 06,2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014 SEPTEMBER 16, 2013

NO.

REVISIONS

DATE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

117.250 LEVEL 10 114.600 LEVEL 9 111.950 LEVEL 8 109.300 LEVEL 7 106.650 LEVEL 6

87 PETER STREET TORONTO, ON

3450 2900 2900

93.150 LEVEL 2 91.400 LEVEL MEZZ

1750

2900 2900 1750 4700

96.050 LEVEL 3

4700

3100

98.950 LEVEL 4 96.050 LEVEL 3 93.150 LEVEL 2 91.400 LEVEL MEZZ 86.700 LEVEL 1

3100

83.600 LEVEL P1 80.600 LEVEL P2

3000

160.600 LEVEL 25

102.400 LEVEL 5

98.950 LEVEL 4

86.700 LEVEL 1

3000

163.550 LEVEL 26

4250

102.400 LEVEL 5

77.600 LEVEL P3

3000

DATE/TIME PRODUCED: 07/06/2016 11:06:11 AM

166.500 LEVEL 27

3250 2950

4250

2650

A423

139.650 LEVEL 18

2650

2950

2650

2950

A421

169.450 LEVEL 28

145.850 LEVEL 20

142.600 LEVEL 19

2650

2950

3250

2950

145.850 LEVEL 20

2650

2950

190.400 LEVEL 35

BABAK ESLAHJOU LICENCE 4706

83.600 LEVEL P1 80.600 LEVEL P2 77.600 LEVEL P3

DRAWN

NM, SD, MN, NI, SH, PS CHECKED

SCALE

1 : 200 DATE

JUNE 2013

TITLE

BUILDING SECTIONS 1 AND 2

2 A415

BUILDING SECTION 2 REF. A200

1 A415

BUILDING SECTION 1 REF. A200

PROJECT NO.

11-253

DRAWING NO.

A415

1.1 1.1y

AA AAy

PARKING

PROPERTY LINE

CONCRETE BEAM BEYOND

CHILER ROOM

98.950 LEVEL 4

CONCRETE COLUMN BEYOND

200

CONCRETE COLUMN BEYOND

98.950 LEVEL 4

SLOPE

CONCRETE COLUMN BEYOND

COMMERCIAL STORAGE ROOM

SLOPE

SLOPE PARKING

PARKING

CONCRETE COLUMN BEYOND SLOPE

96.050 LEVEL 3

CONCRETE COLUMN BEYOND

96.050 LEVEL 3

CONCRETE COLUMN BEYOND

RETAIL STORAGE

SLOPE

SLOPE PARKING

PARKING

POURED CONCRETE BEAM BEYOND

5 POURED CONCRETE BEAM BEYOND

A623

CONCRETE COLUMN BEYOND

SLOPE

93.150 LEVEL 2 100

93.050

U/S OF STEEL U/S OF SOFFIT

U/S OF STEEL

200

U/S OF STEEL

93.150 LEVEL 2

100

A615

93.050

U/S OF SOFFIT

93.150 LEVEL 2 350

CONCRETE COLUMN BEYOND

185

92.800

A623

TOP OF STEEL

COMMERCIAL PARKING ENTRANCE SLOPE

1000

2 A615

SLOPE GARBAGE/RECYCLE ROOM

100

U/S OF STEEL U/S OF CANOPY

91.800

300

91.700 GARBAGE/RECYCLE ROOM

91.400 LEVEL MEZZ

1890 CONCRETE COLUMN BEYOND

TOP OF PRECAST CONCRETE

U/S OF METAL PANEL

TOP OF PRECAST CONCRETE

100

1890 CONCRETE COLUMN BEYOND

U/S OF STEEL

89.510

89.510 CONCRETE COLUMN BEYOND

1850

A615

89.550

89.450

12 11 10 9 8 7 6 5 4 3 2 1

REISSUED FOR PERMIT REVISED FOR SI 28 REVISED FOR SI 016 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER ISSUED FOR CONSTRUCTION ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW

JUNE 06,2016 MAY 02, 2016 APRIL 12, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014

NO.

REVISIONS

DATE

PROPERTY LINE

1560

PROPERTY LINE

1560

PROPERTY LINE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

87.950

TOP OF CONC. CURB

87 PETER STREET TORONTO, ON

1250

SLOPE SLOPE

86.700 LEVEL 1

ELECTRICAL ROOM PARKING

BENTONITE TYPE WATER STOP, TYPICAL AT ALL COLD JOINTS BELOW GRADE

ELECTRICAL ROOM

CONCRETE BEAM BEYOND

BENTONITE TYPE WATER STOP, TYPICAL AT ALL COLD JOINTS BELOW GRADE STORM WATER VAULT

DATE/TIME PRODUCED: 06/06/2016 6:07:19 PM

BENTONITE TYPE WATER STOP, TYPICAL AT ALL COLD JOINTS BELOW GRADE

BENTONITE TYPE WATER PROOFING OR APPROVED ALTERNATIVE W/DRAINAGE BOARD (REFER TO GEO TECHNICAL)

DRAWN BENTONITE TYPE WATER PROOFING OR APPROVED ALTERNATIVE W/DRAINAGE BOARD (REFER TO GEO TECHNICAL)

BENTONITE TYPE WATER PROOFING OR APPROVED ALTERNATIVE W/DRAINAGE BOARD (REFER TO GEO TECHNICAL)

CAISSON WALL SHORING (REFER ALSO TO SHORING DRAWINGS)

A441

WALL SECTION REF. A411

NM, SD, MN, NI, SH, PS CHECKED

SCALE

1 : 20 DATE

JUNE 2013

TITLE CAISSON WALL SHORING (REFER ALSO TO SHORING DRAWINGS)

BABAK ESLAHJOU LICENCE 4706

2 A441

WALL SECTION REF. A411

CAISSON WALL SHORING (REFER ALSO TO SHORING DRAWINGS)

1 A441

WALL SECTION REF. A402

WALL SECTIONS

PROJECT NO.

11-253

DRAWING NO.

A441

300 + TYP.TREAD TYP. TREAD

200 300 EXTENSION 38

300

RETURN END OF HANDRAIL TO WALL

38 O.D. STEEL TUBE HANDRAIL WELDED TO STEEL WALL BRACKET

STEEL WALL BRACKET

75 x 100 x 10 THK. STEEL PLATE CAST IN CONCRETE 25

38 DIA. STEEL TUBE HANDRAIL WELDED TO STL. WALL BRACKET

920

MITRED JOINT

STEEL WALL BRACKET: 13 DIA. STEEL ROD W/ 6 THK. STEEL PLATE ANCHORED TO WALL (BRACKETS @ 1500 O.C. MAX.) PRECAST CONCRETE STAIR

CONC. WALL BEYOND

LINE OF FIRST STAIR NOZING AT TOP OF STAIR

PRECAST CONCRETE STAIR TREAD

PRECAST CONC. STAIR

PRECAST STAIR BEYOND

MITRED JOINT

38x38 H.S.S. STEEL POST WELDED TO STEEL ANGLE CAST IN CONC. LANDING

38 DIA. STEEL TUBE HANDRAIL WELDED TO STL. WALL BRACKET

LINE OF EDGE OF SLAB BEYOND

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW

MITRED JOINT

PRECAST STAIR BEYOND

LINE OF LAST STAIR NOZING AT BOTTOM OF STAIR

38 x 13 STEEL BAR BOTTOM RAIL

STEEL WALL BRACKET

0 10 X. A M

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW

PRECAST CONC. STAIR PRECAST STAIR BEYOND

CONC. STAIR LANDING

38 x 13 STEEL BAR BOTTOM RAIL

CONC. STAIR LANDING

100

920

38 x 38 H.S.S. VERTICAL STEEL POST

10 DIA. STEEL ROD BEYOND

920

MITERED JOINT

150

920 TO LINE CONNECTING OUTSIDE EDGES OF STAIR NOSING

150

38 x 13 STEEL BAR BOTTOM RAIL

200

1120

200

100 MAX.

920

920 TO LINE CONNECTING OUTSIDE EDGES OF STAIR NOSING

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW

100

38 O.D. STEEL TUBE HANDRAIL

75 x 100 x 10 THK. STEEL PLATE CAST IN CONCRETE

CONC. STAIR LANDING

100 MAX.

SEE STRUCT.

CONC. STAIR LANDING

2- 16 x 150 LONG NELSON STUDS

2- 16 x 150 LONG NELSON STUDS 12B 3

A512

STEEL EMBEDMENT SECTION

A512

REF. A512

A512

LINE OF LAST STAIR NOZING AT BOTTOM OF STAIR

RETURN END OF HANDRAIL TO WALL; CLOSE END W/ STEEL CLOSER PLATE (WELD AND GRIND SMOOTH)

SCISSOR STAIR HANDRAIL

REF. A512

280 (TYP.TREAD)

CONC. WALL BEYOND

300 EXTENSION

HANDRAIL CONNECTION AT LANDING

REF. A512

A512

REF. A512

255 (TYP.TREAD)

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW

NON-SLIP CARBORUNDUM RIDGE CAST INTO CONC. TREAD (TYP.)

MITRED JOINT

555 TYP.

255 (TYP.TREAD)

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW. ALIGN OPPOSITE POST WHERE POSSIBLE.

DOWN STAIR

MITERED JOINT STEEL HANDRAIL WELDED TO STL. WALL BRACKET BEYOND

STEEL HANDRAIL WELDED TO STL. WALL BRACKET BEYOND

100

300

75x100x10 THK STEEL PLATE CAST IN CONCRETE 300

EQ.

280 (TYP.TREAD)

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW

REF. A512

200

920

255 (TYP.TREAD) 15

OPEN TO BELOW EQ

100

A512

100 MAX.

1120

REF. A512

SEE STRUCT.

A512

100

HANDRAIL SECTION DETAIL

920

11C

LINE OF STAIR LANDING BEYOND 920

CONC. STAIR LANDING

HANDRAIL ELEVATION DETAIL

CONC. STAIR LANDING

EQ EQ EQ EQ EQ EQ EQ EQ EQ 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX 100.mm MAX

EQ.

11B

920

STEEL WALL BRACKET: 13 DIA. STEEL ROD W/ 6 THK. STEEL PLATE ANCHORED TO WALL (BRACKETS @ 1500 O.C. MAX.)

200

EQ.

920

EQ.

920

EQ.

170

38 O.D. STEEL TUBE HANDRAIL

100

170

LINE OF STAIR LANDING BEYOND 0 10 X. A M

MITRED JOINT 38 DIA. STEEL TUBE HANDRAIL WELDED TO STEEL WALL BRACKET

150

A512

LINE CONNECTING OUTSIDE EDGE OF NOSING

TYP. STAIR RISER MAX. 200 MIN. 185

38 x 13 STEEL BAR BOTTOM RAIL

PRECAST CONC. STAIR

TYP. STAIR SECTION BOTTOM

TYP. STAIR SECTION TOP

11 10 9 8 7 6 5 4 3 2 1

REF. A512

A512

REF. A512

NO.

CONC. WALL BEYOND

LINE CONNECTING OUTSIDE EDGE OF NOSING

11B A512

A512

PRECAST CONC. STAIR

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW. ALIGN OPPOSITE POST WHERE POSSIBLE.

115

255 (TYP.TREAD)

11C

CONC. WALL BEYOND

10 115

UP STAIR

135

TYP. STAIR RISER MAX. 200 MIN. 185

SEE STRUCT.

RETURN END OF HANDRAIL TO WALL; CLOSE END W/ STEEL CLOSER PLATE (WELD AND GRIND SMOOTH)

135

EQ.

SEE STRUCT.

EQ. 75

75x100x10 THK STEEL PLATE CAST IN CONCRETE

1100 TYP. STAIR WIDTH

5 EQ.

100 270

LINE OF FIRST STAIR NOZING AT TOP OF STAIR

EQ.

300 EXTENSION

920

EQ.

SECTION AT LANDING

A512

LINE OF 25 STAIR NOSING

STEEL WALL BRACKET: 13 DIA. STEEL ROD W/ 6 THK. STEEL PLATE ANCHORED TO WALL(BRACKETS @ 1500 O.C. MAX.)

EQ.

A512

STAIR TREAD

CONC. WALL BEYOND

Ã¸

100

EQ.

38 O.D. STEEL TUBE HANDRAIL

STEEL HANDRAIL WELDED TO STL. WALL BRACKET BEYOND STEEL WALL BRACKET: 13 DIA. STEEL ROD W/ 6 THK. STEEL PLATE ANCHORED TO WALL; PROVIDE SOLID BLOCKING IN WALL WHERE REQ'D; ALIGN WALL BRACKETS OPP. STEEL RAILING POSTS WHERE POSSIBLE (BRACKETS @ 1500 O.C. MAX.)

HANDRAIL AT BOTTOM

580 TYP.

38 DIA. STEEL TUBE HANDRAIL WELDED TO STEEL WALL BRACKET 50

HANDRAIL AT TOP

A512

38 DIA. STEEL TUBE HANDRAIL WELDED TO STL. WALL BRACKET

38 DIA. STEEL TUBE HANDRAIL WELDED TO STEEL WALL BRACKET

1120

A512

12B

SEE STRUCT.

STEEL EMBEDMENT DETAIL AT PRECAST STAIRS

1100 TYP. STAIR WIDTH

HANDRAIL PLAN DETAIL

REF. A512

LINE OF STAIR LANDING BEYOND 25

TYP. SCISSOR STAIR SEC. BOT.

TYP. SCISSOR STAIR SEC. TOP

REF. A512

A512

REF. A512

A512

5 A512

CONC. STAIR LANDING

PLAN DETAIL AT PRECAST STAIR

REF. A512

A512

25 (TYP. NOSING) 255 (TYP.TREAD)

STAIR TREAD

255 (TYP.TREAD)

195 .mm 15

MITRED JOINT STAIR TREADS DN

UP EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

MITERED JOINT

STEEL HANDRAIL EQ.

EQ.

EOS

A512

255 (TYP.TREAD)

300

580 (TYP.)

MITRED JOINT

UP STAIR TREADS

3B A512

EQ EQ EQ EQ EQ EQ EQ EQ 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX 100. mm MAX

MITRED JOINT 295

MITRED JOINT

EOS

DOWN STAIR

NON-SLIP CARBORUNDUM RIDGE CAST INTO CONC. TREAD (TYP.)

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

A512

100

A512

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

EOS

580 .mm

A512

EOS

280 (TYP.TREAD)

300

1100

280 (TYP.TREAD)

1st RISER DOWN

EOS

1st RISER DOWN

CONC. WALL

280 (TYP.TREAD)

1100

NON-SLIP CARBORUNDUM RIDGE CAST INTO CONC. TREAD (TYP.)

LINE OF 25 STAIR NOSING

115 10

300

1100 TYP. STAIR WIDTH

DOWN STAIR EOS

1100 TYP. STAIR WIDTH

DATE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

115 10

100

REVISIONS

255 (TYP.TREAD) 100

300

JUNE 06,2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014 SEPTEMBER 16, 2013

25 (TYP.NOSING) 100

87 PETER STREET TORONTO, ON

EOS

150

MITRED JOINT 50

MITRED JOINT

2400

EOS

OPEN TO BELOW

EOS

38 x 38 H.S.S. VERTICAL STEEL POST

200

EOS

CONC. STAIR LANDING

200

2400

STEEL GUARDRAIL

200

EOS

EOS 38

EOS

10 50

STAIR LANDING

115

EOS STEEL SLEEVE EXPANSION ANCHORED INTO LANDING BELOW EQ.

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

LINE OF 25 STAIR NOSING 280 (TYP.TREAD)

MITERED JOINT 300

280 (TYP.TREAD) 25

100 300

A512

1100

UP STAIR

115

255 (TYP.TREAD)

38 x 38 H.S.S. STEEL POST @ 1500 O.C. MAX. WELDED TO HANDRAIL ABOVE & CAST IN PLATE BELOW. ALIGN OPPOSITE POST WHERE POSSIBLE.

255 (TYP.TREAD)

A512

REF. A512

7 A512

TYP. SCISSOR STAIR PLAN

4 A512

A512

BABAK ESLAHJOU LICENCE 4706

DRAWN

255 (TYP.TREAD)

SCALE

As indicated

100

DATE

JUNE 2013

TITLE

115

TYPICAL PRECAST STAIR DETAIL

25 (TYP.NOSING)

PLAN DETAIL AT CONCRETE STAIR LANDING REF. A512

280 (TYP.TREAD)

300

255 (TYP.TREAD)

SCISSOR STAIR PLAN DETAIL AT LANDING

A512

CHECKED

NM, SD, MN, NI, SH, PS 300

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

25 (TYP.NOSING)

LINE OF 25 STAIR NOSING

EOS

STAIR TREADS

280 (TYP.TREAD) (TYP.TREAD)

280 (TYP.TREAD)

STAIR TREADS

EOS

STAIR TREADS

10 DIA. STEEL ROD PICKETS WELDED TO HANDRAIL ABOVE & BOTTOM RAIL BELOW

1300

EOS

DN EOS

1100

EOS

UP STAIR

1100 TYP. STAIR WIDTH

MITRE JOINT OF HANDRAIL AND BOTTOM STEEL BAR RAILMITRE JOINT OF HANDRAIL AND BOTTOM STEEL BAR RAIL

1300

STEEL WALL BRACKET: 13 DIA. STEEL ROD W/ 6 THK. STEEL PLATE ANCHORED TO WALL (BRACKETS @ 1500 O.C. MAX.) ALIGN WITH OPPOSITE BRACKETS WHERE POSSIBLE. 1st RISER UP

1100 TYP. STAIR WIDTH

DATE/TIME PRODUCED: 06/06/2016 6:09:28 PM

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

EQ.

1st RISER UP

EDGE OF SLAB DEPRESSION @ PRECAST CONC. STAIR (SEE ALSO PRECAST STAIR SHOP DRAWINGS)

EOS

255 (TYP.TREAD)

1 A512

TYPICAL STAIR PLAN

PROJECT NO.

11-253

DRAWING NO.

A512

1150

W3 WALL ASSEMBLY C/W 10 MIL POLYETHYLENE VAPOUR BARRIER 41 METAL STUDS BATT INSULATION (REFER ALSO TO FLOOR PLAN)

1030

(REF)

POURED CONCRETE (REFER TO STRUCTURAL)

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS) 1045

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

TERRACE PAVERS TYPICAL

MEMBRANE OVER CONTINUOUS BENT METAL ANGLE CLIP, TYPICAL W2

C L

MEDIA/PARTY ROOM

PLAN REF. A209

UNIT

EXTERIOR 100

1230 (R.O.)

EOS 750

150

265

1620 (N.T.S.)

400

SLOPE

EOS/EOC

125

195

100

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

2830 (N.T.S.)

(REF)

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C

A604

5 G

REF. A210

A604

LIVING ROOM

EXTERIOR

REF. A210

2 AAy AA

A EXTERIOR

A604

NO.

REVISIONS

DATE

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

1.1y

630

C L

325

245 EOS

C L

525

360 30 0

595

87 PETER STREET TORONTO, ON

TYPICAL PRECAST CONCRETE ASSEMBLY-STUD BACK UP

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE-1C 92 METAL STUDS 13 GYPSUM WALL BOARD (REFER ALSO TO FLOOR PLAN)

POURED CONCRETE (REFER TO STRUCTURAL)

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

100

590

EOS/EOC

TYPICAL WINDOW WALL SLIDING DOOR (REFER ALSO TO ELEVATIONS)

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL

ALUMINUM HANDRAIL, TYPICAL

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 92 METAL STUDS 13 GYPSUM WALL BOARD

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS) PRE-FINISHED METAL FLASHING

SLOPE TERRACE PAVERS TYPICAL EXTERIOR UNIT

EXTERIOR

7 A604

PLAN REF. A210

TERRACE

4 A604

PLAN REF. A209

125 (REF)

3220 (N.T.S.) EOS

EOS

TYPICAL PRECAST CONCRETE ASSEMBLY-STUD BACK UP

EOS/EOC

ALUMINUM HANDRAIL, TYPICAL

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

100

1230 TO NEXT MULLION

TYPICAL WINDOW SILL

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 92 METAL STUDS 13 GYPSUM WALL BOARD

EOS

400

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL.

350

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

TYPICAL PRECASTCONCRETE ASSEMBLY-STUD BACK UP

200 C L

2 LAYERS OF 13 GYPSUM WALL BOARD 64 STEEL STUDS REFER ALSO TO FLOOR PLAN)

1725 (R.O)

1395

540

370

1230 TO NEXT MULLION

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

W20

610 125

EOS/EOC

100

(REF)

EOS

125

EOS/EOC EOS

125 (REF)

TERRACE PAVERS TYPICAL

W20

710

1.1

100

(REF)

EOS/EOC

100

EOS

100

1.1y

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

W2 WALL ASSEMBLY C/W 10 MIL POLYETHYLENE VAPOUR BARRIER BATT INSULATION (REFER ALSO TO FLOOR PLAN)

POURED CONCRETE (REFER TO STRUCTURAL)

125 185

125

1.1

230 VARIES

0 25

PROPERTY LINE

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL

1 600

1245 TO NEXT MULLION

EOS

PROPERTY LINE

665

C L

PROPERTY LINE

DATE/TIME PRODUCED: 06/06/2016 6:11:37 PM

TERRACE

640 10

REF. A211

PARTY ROOM

CORRIDOR

A604

125 (REF)

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 92 METAL STUDS 13 GYPSUM WALL BOARD

EOS

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

PLAN

1080

REF. A209

100

(REF)

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL.

970

JUNE 06,2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014 SEPTEMBER 16, 2013

C L

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

HVAC (REFER ALSO TO MECHANICAL)

W20

PLAN

TYPICAL PRECASTCONCRETE ASSEMBLY-STUD BACK UP

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 92 STEEL STUDS 13 GYPSUM WALL BOARD (REFER ALSO TO FLOOR PLAN)

POURED CONCRETE (REFER TO STRUCTURAL)

3 11 10 9 8 7 6 5 4 3 2 1

EXTERIOR

PLAN

EXTERIOR

BEDROOM

TYPICAL PRECAST CONCRETE ASSEMBLY-STUD BACK UP

275

105 10

EXTERIOR

1220 (N.T.S.

320

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

UNIT

TERRACE

W20

REFER TO INTERIORS

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

TERRACE PAVERS TYPICAL

PLAN

EXTERIOR

2830 (N.T.S.)

TERRACE

PLAN

(REF)

TYPICAL PRECAST CONCRETE ASSEMBLY-STUD BACK UP

TYPICAL WINDOW WALL SLIDING DOOR (REFER TO ELEVATIONS)

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

EOS

790

TYPICAL WINDOW SILL

EXTERIOR

100

EOS

1725 (R.O.)

EXTERIOR

125

EOS/EOC

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

1190 TO NEXT MULLION

(REF)

EOS/EOC

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

100

FIRE STOP AND SMOKE SEAL, TYPICAL

125

EOS/EOC

455

EOS/EOC

C L

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

EOS

540 280

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

7.7y

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL

3600 (N.T.S.)

1180 C L

FIRE STOP AND SMOKE SEAL, TYPICAL

W15

295

125 PRECAST CONCRETE C/W 2-STAGE SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 92 METAL STUDS 13 GYPSUM WALL BOARD

7.7

150

100

TYPICAL PRECAST CONCRETE ASSEMBLY - STUD BACKUP

300

590

EOS/EOC

MEMBRANE OVER CONTINUOUS BENT METAL ANGLE CLIP, TYPICAL

125

(REF)

PRE-FINISHED ALUMINUM FLASHING

(REF)

PROPERTY LINE

125

POURED CONCRETE (REFER TO STRUCTURAL)

1010 TO NEXT MULLION

W20

PROPERTY LINE

260

125 PRECAST CONCRETE C/W 2-STAGE SEALANT 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 92 METAL STUDS 13 GYPSUM WALL BOARD

1220 (N.T.S.)

1000 (N.T.S.)

1270

TYPICAL PRECAST CONCRETE ASSEMBLY - STUD BACKUP

625

800

(REF)

125

EOS

TYPICAL WINDOW WALL SLIDING DOOR (REFER TO ELEVATIONS)

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

C L

POURED CONCRETE (REFER TO STRUCTURAL)

REF. A211

MEDIA/PARTY ROOM

125

EOS/EOC

C L

A604

100

(REF)

ALUMINUM HANDRAIL, TYPICAL

AAy

JULIET BALCONY (REFER ALSO TO ELEVATIONS)

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

REF. A209

EXTERIOR

FIRE STOP AND SMOKE SEAL, TYPICAL

A604

425

125 (REF)

REF. A220

PLAN

500

W15 - 1HR

UNIT

A604

UNIT

POURED CONCRETE (REFER TO STRUCTURAL)

1480 (N.T.S.)

UNIT

PLAN

6 EOS

A604

UNIT

2 LAYERS OF 13 GUPSUM WALL BOARD 10 MIL POLYETHYLENE VAPOUR BARRIER 64 STEEL STUDS BATT INSULATION

ELEVATOR

EOS

400

(REF)

FIRE STOP AND SMOKE SEAL, TYPICAL

TO NEXT MULLION

1205

TERRACE

125

PLAN REF. A209

WATER PULSE ROOM

TERRACE

EXTERIOR

100

1820 (R.O.)

TYPICAL ALUMINUM GLAZEDWINDOW WALL (REFER TO ELEVATIONS)

C L

W20

EXTERIOR

PRECAST PAVERS TYPICAL

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

W21

590

13 GYPSUM WALL BOARD 92 METAL STUDS 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT

490

155

TO NEXT PANEL

TYPICAL PRECAST CONCRETE ASSEMBLY-STUD BACK UP

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

EOS

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI-RIGID INSULATION C/W 10 MIL POLYETHYLENE VAPOUR BARRIER 92 METAL STUDS 13 GYPSUM WALL BOARD

1175

TO NEXT MULLION

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

JULIET BALCONY

615

(REF)

590

125

175

2435

600

(REF)

TYPICAL PRECAST CONCRETE ASSEMBLY-STUD BACK UP

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL.

A604

PROPERTY LINE

125

EOS/EOC

460

100

W15

1205

390

730

W3 WALL ASSEMBLY C/W 10 MIL POLYETHYLENE VAPOUR BARRIER 41 METAL STUDS BATT INSULATION (REFER ALSO TO FLOOR PLAN)

100

595

125 100

FIRE STOP AND SMOKE SEAL, TYPICAL

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

BATT INSULATION

CONCRETE PIER 50

TYPICAL CONTINUOUS SEALANT WITH BACKER ROD. FILL VOID WITH EXPANDABLE FOAM INSULATION

180

W20

TYPICAL WINDOW WALL SLIDING DOOR (REFER TO ELEVATIONS)

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

DIVIDER SCREEN, TYPICAL

EOS/EOC

125 PRECAST CONCRETE C/W 2 STAGE OF SEALANT 75 SEMI RIGID INSULATION C/W FOIL BACK TYPE 1C 92 METAL STUDS 13 GYPSUM WALL BOARD

10 MIL POLYETHYLENE VAPOUR BARRIER

C L

300

W20

C L

TYPICAL PRECAST CONCRETE ASSEMBLY-STUD BACK UP

13 GYPSUM WALL BOARD

FIRE STOP AND SMOKE SEAL, TYPICAL

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

FIRE STOP AND SMOKE SEAL, TYPICAL

100

C L

(REF)

300

POURED CONCRETE (REFER TO STRUCTURAL)

EOS

125

JULIET BALCONY (REFER ALSO TO ELEVATIONS)

AMENITY 100

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL

585

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

1150

W20

TYPICAL WINDOW SILL

805

1150

470

EOS

TYPICAL WINDOW WALL SLIDING DOOR (REFER TO ELEVATIONS)

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

(REF)

W15 WALL ASSEMBLY

1875 (N.T.S.)

125

10 MIL POLYETHYLENE VAPOUR BARRIER

EOS

100

TYPICAL WINDOW WALL SLIDING DOOR (REFER ALSO TO ELEVATION)

825

EXTERIOR

UNIT

1240

TERRACE

AAy

690

TREATMENT ROOM

PRIVATE DINING

1475 (N.T.S.)

AAy

EXTERIOR

TO NEXT MULLION

1770 TO NEXT MULLION

BABAK ESLAHJOU LICENCE 4706

DRAWN

NM, SD, MN, NI, SH, PS W20 WALL ASSEMBLY C/W 10 MIL POLYETHYLENE VAPOUR BARRIER 92 METAL STUDS BATT INSULATION (REFER ALSO TO FLOOR PLAN)

As indicated DATE

JUNE 2013

TITLE

PLAN DETAILS

125 (REF)

CHECKED

SCALE

PRIVATE DINING

TERRACE

CORRIDOR

1 A604

PLAN REF. A209

PROJECT NO.

11-253

DRAWING NO.

A604

AAy

AA AAy 1750

1750

250

1500

100

PARKING

100

214

100 1186

100

1500

100

214

1186

100

EXTERIOR EXTERIOR

93.150 LEVEL 2

CONTINUOUS SEALANT AND BACKER ROD

200

CONTINUOUS SEALANT AND BACKER ROD

SLOPE

100

THROUGH WALL PREFINISHED METAL FLASHING, TYPICAL

EPDM OVER SHEATHING SLOPED REFER TO PLANS

SLOPE

EPDM OVER SHEATHING SLOPED REFER TO PLANS

WP4

TYPICAL CANOPY ROOF ASSEMBLY 25 METAL PANEL C/W SUPPORT FRAMING A/V BARRIER, W.P TYPE-2 13 EXTERIOR GRADE GWB STRAPPING TO SUIT 38 METAL DECK STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

200

THROUGH WALL PRE-FINISHED METAL FLASHING, TYPICAL

300

TRAFFIC TOPPING TO RETURN UP VERTICAL FACE MINIMUM 300, TYPICAL

93.150 LEVEL 2

92.800

TOP OF STEEL

TOP OF STRUCTURE

POURED CONCRETE (REFER TO STRUCTURAL)

150

300

300 AREA DRAIN (REFER TO MECHANICAL)

STUD INFILL TYPICAL

VENTED SOFFIT TYPICAL

A/V BARRIER, W.P TYPE-2

VENTED SOFFIT TYPICAL

TRANSITION MEMBRANE TO BE INSTALLED TO TOP OF FRAME BEYOND AND RETURN TO HORIZONTAL IN FRONT

TYPICAL CANOPY FACE ASSEMBLY 25 METAL PANEL C/W SUPPORT FRAMING STRAPPING TO SUIT A/V BARRIER, W.P TYPE-2 13 EXTERIOR GRADE GWB STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

STEEL STRUCTURE (REFER TO STRUCTURE) 1650

150

TRANSITION MEMBRANE TO BE INSTALLED TO TOP OF FRAME BEYOND AND RETURN TO HORIZONTAL IN FRONT

150

A/V BARRIER W.P TYPE-2

1000

TYPICAL CANOPY FACE ASSEMBLY 25 METAL PANEL C/W SUPPORT FRAMING A/V BARRIER, W.P TYPE-2 13 EXTERIOR GRADE GWB STRAPPING TO SUIT 38 METAL DECK STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

POURED CONCRETE (REFER TO STRUCTURAL)

PROPERTY LINE

DRAIN (REFER TO MECHANICAL)

1000

250

PROPERTY LINE

1450

2 LAYERS OF 16 GYPSUM BOARD CEILING ON SUSPENDED FRAMING SYSTEM WITH ACOUSTIC ISOLATOR AND HANGERS BATT INSULATION LOOSELY LAID ACROSS ENTIRE FRAMING SYSTEM

A/V BARRIER W.P TYPE-2 1650 CL

PRE-FINISHED METAL FLASHING, TYPICAL 150

150

PRE-FINISHED METAL FLASHING, TYPICAL

EXTENDED MULLION

BLOCKING

EXTENDED MULLION 150

BLOCKING U/S OF STEEL

U/S OF STEEL

91.800 100

100

91.800

U/S OF CANOPY

91.700 CONTINUOUS SEALANT TYPICAL

TYPICAL CANOPY CEILING ASSEMBLY 25 METAL PANEL C/W SUPPORT FRAMING STRAPPING TO SUIT STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

CONTINUOUS SEALANT TYPICAL

91.700

PRE-FINISHED METAL FLASHING, TYPICAL

CONTINUOUS SEALANT TYPICAL 25 (MINIMUM)

DOUBLE FRAME

35 15

35 15 250

50 EXTERIOR

1500

EXTERIOR

91.400 LEVEL MEZZ

REF. A440

1500

91.400 LEVEL MEZZ

SECTION

A616

PRE-FINISHED METAL FLASHING, TYPICAL

TYPICAL PREFINISHED SSG ALUMINUM CURTAIN WALL (REFER ALSO TO ELEVATIONS) 250

RETAIL SPACE

CONTINUOUS SEALANT TYPICAL

DOUBLE FRAME

TYPICAL PREFINISHED SSG ALUMINUM CURTAIN WALL (REFER ALSO TO ELEVATIONS)

TYPICAL BULKHEAD 13 GWB SUSPENDED ON 22 CARRYING CHANNELS @ 400 O.C. ON 41 STEEL STUDS @ 600 O.C.

TYPICAL CANOPY CEILING ASSEMBLY 25 METAL PANEL C/W SUPPORT FRAMING STRAPPING TO SUIT STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

AAy

A616

TRAFFIC TOPPING TO RETURN UP VERTICAL FACE MINIMUM 300, TYPICAL

SECTION REF. A402

1750 250 100

100

214

1186

100 EXTERIOR

300

PARKING

1500

WP4

93.150 LEVEL 2

200

POURED CONCRETE (REFER TO STRUCTURAL) CL

THROUGH WALL PRE-FINISHED METAL FLASHING, TYPICAL

CONTINUOUS SEALANT AND BACKER ROD

200

SLOPE

CL SLOPE

100

EPDM OVER SHEATHING SLOPED REFER TO PLANS

7 6 5 4 92.800 3 TOP OF STEEL 2 1

TYPICAL CONTINUOUS SMOKE SEAL AND FIRESTOP INSULATION

NO.

JUNE 06,2016 MAY 02, 2016 APRIL 12, 2016 OCTOBER 31, 2014 OCTOBER 17, 2014 SEPTEMBER 04, 2014 JUNE 04, 2014

REVISIONS

DATE

STRAPPING TO SUIT A/V BARRIER, W.P TYPE-2 1075

REISSUED FOR PERMIT REVISED FOR SI 28 REVISED FOR SI 016 ISSUED FOR TP02 ISSUED FOR TP01 ISSUED FOR COORDINATION ISSUED FOR REVIEW

13 EXTERIOR GRADE GWB

DRAIN (REFER TO MECHANICAL)

STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

1000

VENTED SOFFIT TYPICAL

PROPERTY LINE

250

1250

STUD INFILL TYPICAL

BLOCKING

87 PETER STREET TORONTO, ON

PRE-FINISHED METAL FLASHING, TYPICAL

STEEL STRUCTURE (REFER TO STRUCTURAL) 2 LAYERS OF 16 GYPSUM BOARD CEILING ON SUSPENDED FRAMING SYSTEM WITH ACOUSTIC ISOLATOR AND HANGERS BATT INSULATION LOOSELY LAID ACROSS ENTIRE FRAMING SYSTEM

425

TYPICAL CANOPY CEILING ASSEMBLY 25 METAL PANEL C/W SUPPORT FRAMING STRAPPING TO SUIT STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

CONTINUOUS SEALANT TYPICAL

U/S OF STEEL

100

91.800 TYPICAL BULKHEAD 13 GWB SUSPENDED ON 22 CARRYING CHANNELS @ 400 O.C. ON 41 STEEL STUDS @ 600 O.C.

91.700 TYPICAL CANOPY CEILING ASSEMBLY 25 METAL PANEL C/W SUPPORT FRAMING STRAPPING TO SUIT STRUCTURAL STEEL FRAME (REFER TO STRUCTURAL) C/W GALVANIZED METAL STUD INFILL FRAMING

CONTINUOUS SEALANT TYPICAL

150 DATE/TIME PRODUCED: 06/06/2016 6:13:50 PM

BABAK ESLAHJOU LICENCE 4706

U/S OF CANOPY

TYPICAL PREFINISHED SSG ALUMINUM CURTAIN WALL (REFER ALSO TO ELEVATIONS)

CONTINUOUS SEALANT TYPICAL

DRAWN

SCALE

Author CHECKED

DATE

Checker DOUBLE FRAME

TITLE

LOBBY VESTIBULE

35 15 250

JUNE 2013

2510

SECTION DETAILS

50 EXTERIOR

91.400 LEVEL MEZZ

1 A616

SECTION REF. A402

PROJECT NO.

11-253

DRAWING NO.

A616

1.1

H AMENITY

EXTERIOR

W3 WALL ASSEMBLY C/W 10 MIL POLYETHYLENE VAPOUR BARRIER BATT INSULATION TYPICAL TERRACE GUARDRAIL

TYPICAL TERRACE GUARDRAIL

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

GLAZING TYPE GL-3 IN PREFINISHED ALUMINUM GUARDRAIL SYSTEM ANCHORED TO CONCRETE CURB

TYPICAL PARAPET • PRE-FINISHED METAL FLASHING TYPICAL PEEL & STICK W.P MEMBRANE ON EXTERIOR SLOPED PLYWOOD • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET (REFER TO STRUCTURAL) 50

1100

(N.T.S.)

200

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

SMOKE SEAL, TYPICAL TYPICAL PEEL AND STICK MEMBRANE OVER PRE-FINISHED ALUMINUM ANGLE

TYPICAL TERRACE 150

GLAZING TYPE GL-3 IN PREFINISHED ALUMINUM GUARDRAIL SYSTEM ANCHORED TO CONCRETE CURB

AMENITY

PROPERTY LINE

EXTERIOR

• PRECAST CONCRETE PAVERS W/ PEDESTALS • FILTER FABRIC • 100 RIGID INSULATION TYPE 2 • PROTECTION BOARD • A/V BARRIER TYPE WP-1 • CONCRETE FLOOR (REFER TO STRUCTURAL)

TYPICAL PARAPET • PRE-FINISHED METAL FLASHING TYPICAL PEEL & STICK W.P MEMBRANE ON EXTERIOR • SLOPED PLYWOOD • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET (REFER TO STRUCTURAL)

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL.

100

125 (REF.)

150

200

PAINTED MDF BASE, TYPICAL

SMOKE SEAL, TYPICAL

CONTINUOUS SEALANT AND BACKER ROD

125 (REF.)

PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL

TYPICAL PEEL AND STICK MEMBRANE OVER PRE-FINISHED ALUMINUM ANGLE TYPICAL BACK OF PARAPET

SMOKE SEAL, TYPICAL

TYPICAL TERRACE CONTINUOUS SEALANT, TYPICAL

• PRECAST CONCRETE PAVERS W/ PEDESTALS • FILTER FABRIC • 100 RIGID INSULATION TYPE 2 • PROTECTION BOARD • A/V BARRIER TYPE WP-1 • CONCRETE FLOOR (REFER TO STRUCTURAL)

250

375

250

• PROTECTION BOARD • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET

250

CONTINUOUS SEALANT, TYPICAL

RETURN WATERPROOFING REGLET RETURN WATERPROOFING REGLET

TYPICAL BACK OF PARAPET • METAL PANEL • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET

550

• METAL PANEL • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET

525

TYPICAL BACK OF PARAPET

BEAUTY CAP

150

• PROTECTION BOARD • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET

CONTINUOUS SEALANT AND BACKER ROD

RETURN WATERPROOFING REGLET

300

SLOPE

RETURN WATERPROOFING REGLET

100

150

SLOPE

275

POURED CONCRETE (REFER TO STRUCTURAL)

SLOPE

150

102.400 LEVEL 5

SLOPE

100

250

102.400 LEVEL 5

102.125 TOP OF SLAB POURED CONCRETE (REFER TO STRUCTURAL) 250

TYPICAL 20 DEFLECTION JOINT

METAL CLADDING

RADIANT HEATER (REFER TO MECHANICAL DRAWINGS)

HEATED PLENUM 400

75 SEMI RIGID INSULATION LOOSELY LAID ACROSS ENTIRE FRAMING SYSTEM

TYPICAL BULKHEAD 13 GWB SUSPENDED ON 22 CARRYING CHANNELS @ 400 O.C. ON 41 STEEL STUDS @ 600 O.C. EXTERIOR

5 6

A618

EXTERIOR

BOILER/SPA EQUIPMENT ROOM

SECTION

1.1

REF. A408

EXTERIOR

A618

REF. A411

STAIR

TERRACE

1.1

AMENITY

TERRACE

EXTERIOR

PROPERTY LINE

AMENITY

SECTION

PARKING

TYPICAL SPANDREL GLAZED WINDOW WALL (REFER TO ELEVATIONS)

C L TYPICAL PARAPET

TYPICAL TERRACE GUARDRAIL

• PRE-FINISHED METAL FLASHING TYPICAL PEEL & STICK W.P MEMBRANE ON EXTERIOR SLOPED PLYWOOD • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET (REFER TO STRUCTURAL)

GLAZING TYPE GL-3 IN PREFINISHED ALUMINUM GUARDRAIL SYSTEM ANCHORED TO CONCRETE CURB

TYPICAL PEEL AND STICK MEMBRANE OVER PRE-FINISHED ALUMINUM ANGLE

125 (REF.)

320 100

350

2550 (N.T.S.)

TYPICAL ALUMINUM GLAZED WINDOW WALL (REFER TO ELEVATIONS)

300

915

TYPICAL PRECAST CONCRETE - STUD BACKUP PROVIDE ALUMINUM CLOSER ON ALL WINDOW WALL FRAMES, TYPICAL.

• • • •

125 PRECAST CONCRETE 75 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1C 92 STRUCTURAL METAL STUDS • 13 GYPSUM WALL BOARD

CONTINUOUS SEALANT AND BACKER ROD

CONTINUOUS SEALANT, TYPICAL

• • • • • •

PRECAST CONCRETE PAVERS W/ PEDESTALS FILTER FABRIC 100 RIGID INSULATION TYPE 2 PROTECTION BOARD A/V BARRIER TYPE WP-1 CONCRETE FLOOR (REFER TO STRUCTURAL)

PAINTED MDF BASE, TYPICAL

TYPICAL BACK OF PARAPET

JUNE 06,2016 MAY 02, 2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015

NO.

REVISIONS

DATE

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

GALVANIZED OR STAINLESS TEEL ANCHOR WELDED TO STEEL EMBEDMENT, TYPICAL

• PRECAST CONCRETE PAVERS W/ PEDESTALS • FILTER FABRIC • 100 RIGID INSULATION TYPE 2 • PROTECTION BOARD • A/V BARRIER TYPE WP-1 • CONCRETE FLOOR (REFER TO STRUCTURAL)

• METAL PANEL • A/V BARRIER TYPE WP-1 • CONCRETE PARAPET

CONTINUOUS SEALANT WITH WEEP HOLES @ 600 O.C., TYPICAL

102.400 LEVEL 5

125

GALVANIZED OR STAINLESS STEEL ANCHOR , TYPICAL

275

SLOPE

250

150

SLOPE

150

412

102.400 LEVEL 5

RETURN WATERPROOFING REGLET

275

REISSUED FOR PERMIT REVISED FOR SI 28 ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER ISSUED FOR CONSTRUCTION

TYPICAL TERRACE

RETURN WATERPROOFING REGLET

250

7 6 5 4 3 2 1

PRE-FINISHED METAL FLASHING OVER INSULATION TYPE-2A PROTECTION BOARD W.P. MEMBRANE TYPE-1 ON CONCRETE CURB

TYPICAL TERRACE

550

• PRECAST CONCRETE PAVERS W/ PEDESTALS • FILTER FABRIC • 100 RIGID INSULATION TYPE 2 • PROTECTION BOARD • A/V BARRIER TYPE WP1 • CONCRETE FLOOR (REFER TO STRUCTURAL)

525

TYPICAL TERRACE

TYPICAL PEEL AND STICK MEMBRANE OVER PRE-FINISHED ALUMINUM ANGLE

125

125 (REF.)

CONTINUOUS SEALANT AND BACKER ROD

RETURN WATERPROOFING REGLET

POURED CONCRETE (REFER TO STRUCTURAL0

SLOPE

87 PETER STREET TORONTO, ON

102.125

100

CONTINUOUS 15x15 DRIP, TYPICAL

102.125 15

TOP OF SLAB POURED CONCRETE (REFER TO STRUCTURAL)

TOP OF SLAB

TOP OF SLAB POURED CONCRETE (REFER TO STRUCTURAL)

250

POURED CONCRETE (REFER TO STRUCTURAL)

THROUGH WALL FLASHING

CONTINUOUS SEALANT, TYPICAL RADIANT HEATER (REFER TO MECHANICAL DRAWINGS) BABAK ESLAHJOU LICENCE 4706

75 SEMI RIGID INSULATION LOOSELY LAID ACROSS ENTIRE FRAMING SYSTEM

6 A618

CHECKED

SECTION REF. A405

DATE

Checker

EXTERIOR

PARKING

SCALE

NM, SD, MN, NI, SH, PS

4 A618

STAIR

PARKING

SECTION REF. A411

3 A618

EHAUST

SECTION REF. A411

COMMERCIAL STORAGE ROOM

1 A618

SECTION REF. A411

PROPERTY LINE

TYPICAL BULKHEAD 13 GWB SUSPENDED ON 22 CARRYING CHANNELS @ 400 O.C. ON 41 STEEL STUDS @ 600 O.C.

DRAWN

400

DATE/TIME PRODUCED: 06/06/2016 6:14:18 PM

HEATED PLENUM

100

JUNE 2013

TITLE

SECTION DETAILS EXTERIOR

100

PROJECT NO.

11-253

DRAWING NO.

A618

GENERAL NOTES:

1. THIS WINDOW SCHEDULE IS ISSUED FOR INFORMATION ONLY AND THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED IN THIS WINDOW SCHEDULE.

325 710 1245 R.O.

2410 R.O.

23460

1980 R.O.

640 R.O.

1820 R.O.

1205

FGL

LOUVER

FGL

LOUVER

FGL

LOUVER

FGL

COORDINATE FOR WATER LINE BIB LOCATION. REFER TO MECHANICAL DRAWINGS.

- WINDOW WALL ASSEMBLY

FGL

200

620

605

1195

2. THIS WINDOW SCHEDULE IS NOT A SHOP DRAWING AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING SHOP DRAWINGS FOR ARCHITECT'S APPROVAL.

109.300 LEVEL 7 SP

3. THIS DRAWING DOES NOT SUPERCEDE THE DRAWINGS AND SPECIFICATIONS AND IS TO BE REVIEWED IN CONJUNCTION WITH THEM.

SP FGL

FGL

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND COORDINATE ALL INFORMATION ON THIS DRAWING, IN CASE OF CONFLICTING INFORMATION BETWEEN THIS DRAWING AND THE CONTRACT DOCUMENTS THE CONTRACTOR IS TO NOTIFY THE ARCHITECT, IN WRITING, AND OBTAIN WRITTEN CLARIFICATION PRIOR TO CARRYING OUT WORK.

106.650 LEVEL 6

5. STRUCTURE SLABS, BEAMS AND TRANSFERS ARE SHOWN FOR REFERENCE ONLY AND MAY VARY BY FLOOR, CONTRACTOR TO COORDINATE.

COORDINATE FOR ALL SERVICES, TYPICAL. REFER ALSO TO MEP DRAWINGS.

W06-19

- WINDOW WALL ASSEMBLY

W06-20

FGL

COORDINATE FOR ALL SERVICES, TYPICAL. REFER ALSO TO MEP DRAWINGS.

15 215

FGL

200

FGL

870

FGL

MP FGL

LOUVER

FGL SP

1080

765

215

FGL

1195

FGL

200

FGL

LOUVER

2650

LOUVER

1770

885

FGL

1240

620

2650

295 20

FGL

LOUVER

730

FGL

W06-21

590

295 20

1180

2110

1770

200

590

2650

590

280 20

1180

1240

1180

15 215

1180

200

590

2650

1180

200

1770

295 20

1180

2110

1180

15 215

590

200

1180

2650

880

200

1770

295 20

1480

15 150

FGL

2450

FGL

1180

1240

FGL

995

200

20 1240

FGL

730

2450

605

200

620

445

200

W06-18

- WINDOW WALL ASSEMBLY

W06-17

W06-16

W08-16

W10-14

6. MECHANICAL LOUVRES, OPENINGS, GAS AND HOSE BIB CONNECTIONS ARE SHOWN FOR REFERENCE ONLY AND MAY VARY BY FLOOR, CONTRACTOR TO COORDINATE.

- WINDOW WALL ASSEMBLY W10-15

W10-16

- WINDOW WALL ASSEMBLY

7. ELECTRICAL CONDUITS, PANELS AND LIGHTING ARE SHOWN FOR REFERENCE AND MAY VARY BY FLOOR, CONTRACTOR TO COORDINATE. 8. CONTRACTOR TO SITE VERIFY ALL CONDITIONS PRIOR TO COMMENCING THE WORK.

W06-25

W06-28

W08-25

W08-27

W10-24

W10-26

W14-10

W14-12

W06-11

- WINDOW WALL ASSEMBLY

W06-10

880

- WINDOW WALL ASSEMBLY

W10-12

- WINDOW WALL ASSEMBLY

W06-09

W06-08

FGL

FGL FGL

FGL

W06-07

- WINDOW WALL ASSEMBLY

W06-06

- WINDOW WALL ASSEMBLY

FGL

W07-07

W08-07

W10-06

W11-06

1195

109.300 LEVEL 7

310 20

200

FGL

LOUVER

3. WINDOW SCHEDULE TO BE REVIEWED IN CONJUNCTION WITH BUILDING ELEVATIONS AND SPECIFICATIONS.

1240

FGL

4. WHERE CURTAIN WALL IS INDICATED, CURTAIN WALL TO BE FOUR (4) SIDED SILICONE GLAZING (SSG) TYPE ASSEMBLY.

2650

FGL

880

295 20

LOUVER

2450

FGL

125

200

490

1240

LOUVER

295 20

200

295 20

FGL

1770

730

FGL

2. OUTDOOR METAL PANELS AT BALCONIES AND TERRACES FOR ELECTRICAL OUTLETS SHALL BE PAINTED THE SAME COLOUR AS GLASS SPANDRELS. COORDINATE WITH UNIT INCENTIVE DRAWINGS AND SPECIFICATIONS TO ENSURE COORDINATION OF PURCHASER AGREEMENTS AND BASE BUILDING ELEMENTS.

2410 R.O.

FGL

165

870

FGL

230

2110

FGL

1090

1770

880

FGL

480

1015 R.O.

165

FGL

LOUVER

2450

FGL

LOUVER

125

1240

FGL

125

165

1240

LOUVER

960

2395 R.O.

2450

125

730

125

200

1180

2385 R.O.

2450

590

2650

FGL

590

200

1195

295 20

200

1210

295 20

LOUVER

230

295 20

200

W06-12

1800

FGL

2650 FGL

- WINDOW WALL ASSEMBLY

W06-13

295 20

200 FGL

870

FGL

230

FGL

- WINDOW WALL ASSEMBLY

W06-14

FGL

LOUVER

870

LOUVER

620

1240

FGL

870

230

295 20

FGL

3690 R.O.

1. MINIMUM OF CLEAR 250 IS REQUIRED FOR THE MECHANICAL GRILLE ABOVE THE WINDOWS.

135

330

1820 R.O.

2650

FGL

1210

1240

LOUVER

230

FGL

200

870

FGL

- WINDOW WALL ASSEMBLY

W06-15

2650

FGL

2650

FGL

720

640 R.O.

230

LOUVER

1810

200

2650 SP

200

870

FGL

230

2650

FGL

1240

605

200

295 20

605

1230 R.O.

2550 R.O.

295 20

200

590

1240

200

1230 R.O.

870

320

460 610 R.O.

FGL

215

1240

CONSTRUCTION NOTES:

W06-05

W06-04

W10-04

5. ALL WINDOW WALL ASSEMBLIES AT SLABS, MASONRY, THROUGH WALL FLASHINGS AND SIMILAR NON WINDOW ASSEMBLY TERMINATIONS TO HAVE CLOSE BACK WINDOW JAMBS, HEADS AND SILLS. INFILL ALL VOIDS WITH EXPANDABLE FOAM INSULATION WITH CONTINUOUS BEAD OF SEALANT, TYPICAL.

106.650 LEVEL 6

- WINDOW WALL ASSEMBLY

- WINDOW WALL ASSEMBLY W09-06

LEGEND:

- WINDOW WALL ASSEMBLY

7.7y 7.7

7.7 7.7y

FGL

LOUVER

FGL

LOUVER

FGL

770 130

125

1180

965

125

FGL

1125

870

900

1180

1380

125

SPANDREL GLASS TYPE 5B

METAL PANEL

1050

FGL

LOUVER

FGL

1180

700

FGL

590

580 20

1770

490

1180

510

1105

590

500

1180

700

1180

590

595

590

1180

475

1260

1180

525

590

630

SPANDREL GLASS TYPE 5A

5700 R.O.

2425

1180

109.300 LEVEL 7

1255

FGL

1180

125

106.650 LEVEL 6 LOUVER

LB FGL

FGL

PREFINISHED ALUMINUM FRAMED LOUVERS

LIGHT BOX

FGL

106.650 LEVEL 6 2440

FGL

4050

870

FGL

215

870 SP

FGL

215

230

4750

2650

2095

310

295 20

310 20

200

125

2650

FGL

125

1240

LOUVER

FGL

2650

320

125

200

1740

310 20

200

11185 R.O.

445 R.O.

17955 R.O.

200

1875 R.O.

1235

FLOAT GLASS

1255

385 350

FGL

W11-03

W07-02

W08-02

W09-02

W10-02

W11-02

W06-01

W08-01

W10-01

- WINDOW WALL ASSEMBLY 15

COORDINATE FOR ALL SERVICES, TYPICAL. REFER ALSO TO MEP DRAWINGS.

- WINDOW WALL ASSEMBLY

W05-41

7.7 7.7y 1270

7.7y 7.7

190

900

590

1180

950

FGL

1180

1195

125

FGL

- WINDOW WALL ASSEMBLY

W05-37

1225

1150

106.650 LEVEL 6

6 5 4 3 2 1

REISSUED FOR PERMIT ISSUED FOR TP05 ISSUED FOR TP04 ISSUED FOR REVIEW ISSUED FOR DRYWALL TENDER ISSUED FOR CONSTRUCTION

JUNE 06,2016 JANUARY 27, 2016 JANUARY 15, 2016 NOVEMBER 24, 2015 NOVEMBER 30, 2015 JULY 10, 2015

NO.

REVISIONS

DATE

15 15

200

W05-38

125

2690

FGL

2425

FGL

2440

FGL

1180

FGL

2240

FGL

1180

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

2425

4015

FGL

4750

FGL

4750

FGL

475

595

FGL

4015

FGL

525

FGL

4050

475

525

FGL

580

220 475

525

595

1180

320

220

845

700

860

125

595 20

125

475

1425

1120

525

960

1180

2510 R.O.

5000

1370

1180

700

1200

1180

7015 R.O.

595 20

1180

1095

475

580

125

525

1585

500

2220

700

580

6010 R.O.

580 20

1180

475

1180

1555

525

1810

4500 R.O.

500

5310 R.O.

- WINDOW WALL ASSEMBLY

1275

5495 R.O. 4770 R.O.

W05-40

- WINDOW WALL ASSEMBLY

500

- WINDOW WALL ASSEMBLY

102.400 LEVEL 5

700

W10-03

595 20

W06-02

475

W09-03

525

W08-03

2125

4450

W07-03

500

W06-03

W05-35

- WINDOW WALL ASSEMBLY

W05-34

- WINDOW WALL ASSEMBLY

W05-33

- WINDOW WALL ASSEMBLY

W05-32

- WINDOW WALL ASSEMBLY

W05-31

- WINDOW WALL ASSEMBLY

87 PETER STREET TORONTO, ON

530 2962

FGL

1180

1290

125

106.650 LEVEL 6

580

FGL

1335

BABAK ESLAHJOU LICENCE 4706

3900

580

475

525

125

475

815

525

1180

200

1180

200 SP

1230

1890

2125

125

2015

200 SP

125

6415 R.O.

4320

200

200 SP

595

1395

475

1135

525

125

2125

1165

4655 R.O.

2780 R.O.

3750

595

1190

475

200 SP

910

525

2125

10 620 10

3750

595

985

1300

475

200

200 SP

2120

525

1145

595

950

475

860

640

4050

595

475

910

525

1180

595

890

475

525

595

200

1225

475

1005

525

595

475

1220

475

590

525

595

1180

475

10260

525

1540

200

580

3000

525

1245

3270

SP SP

DRAWN

400 15 690

CHECKED

1 : 50 DATE

JUNE 2013

TITLE 20

DATE/TIME PRODUCED: 06/06/2016 6:17:42 PM

SCALE

W05-30 - WINDOW WALL ASSEMBLY

W05-29 - WINDOW WALL ASSEMBLY

W05-28 - WINDOW WALL ASSEMBLY

W05-27

- WINDOW WALL ASSEMBLY

W05-26

- WINDOW WALL ASSEMBLY

W05-25 - WINDOW WALL ASSEMBLY

W05-24

W05-23

- WINDOW WALL ASSEMBLY

W05-22

- WINDOW WALL ASSEMBLY

W05-21

- WINDOW WALL ASSEMBLY

WINDOW SCHEDULE W05-20

- WINDOW WALL ASSEMBLY

W05-19

- WINDOW WALL ASSEMBLY

PROJECT NO.

11-253

DRAWING NO.

A703

6TH AND TENTH

5 4 3 2 1

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

No.

Revisions

Date

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

ISSUED FOR TENDER PACKAGE 04 (TP04) 6TH AND TENTH

DECEMBER 06, 2013

633 10TH AVENUE SW CALGARY, AB

Date/time printed: 2013-12-11 3:21:15 PM

Drawn

Scale

MN, MK, NM, JF, KL, PS Checked

Date

DECEMBER 2012

Title

COVER

Project No.

11-268

Drawing No.

A000

NOTE: ALL EXISTING ELECTRICAL MUNICIPAL SERVICES TO BE CUT AND CAP AS PER ELECTRICAL RECOMMENDATIONS.

DASHED LINE INDICATES 42.4m UNOBSTRUCTED PATH FROM EXISTING FIRE HYDRANT TO SIAMESE CONNECTION

10TH AVENUE SW

APPROXIMATE CENTRE OF STREET

EXISTING FIRE HYDRANT DASHED LINE INDICATES OVERHEAD POWER LINES (REFER TO SURVEY) HATCH DENOTES 2.134m BYLAWED SETBACK/ 4.5m X 4.5m CORNER CUT

EXISTING CONCRETE CURB CUT (REFER TO SURVEY)

6 m SETBACK 4500 4.5m x 4.5m CORNER CUT

PROPERTY LINE

92°37'03"

38.13 CONCRETE WALKWAY

2.134m BYLAWED SETBACK 4.5m x 4.5m CORNER CUT

LOCATION OF EXHAUST SHAFT 6.6 m SETBACK

EXISTING SIGN TO BE REMOVED

6.6 m SETBACK

EXISTING STOP SIGN

4500

2134 m BYLAWED SETBACK

DASHED LINE INDICATES OVERHEAD POWER LINES (REFER TO SURVEY)

REFER TO LANDSCAPE FOR EXTERIOR WATER AND PLANTER FEATURE RETAIL ENTRANCE

EXISTING ASPHALT EXISTING WOOD FENCE TO BE REMOVED

VESTIBULE 01-12 VESTIBULE

RETAIL ENTRANCE

01-11

RETAIL 01-07

REFER TO LANDSCAPE FOR EXTERIOR WATER AND PLANTER FEATURE

EXISTING CONSTRUCTION TO BE REMOVED

RETAIL WASTE ROOM

EXISTING BRICK BUILDING

01-02

MOVING ROOM

WASTE AND RECYCLING ROOM

DASHED LINE INDICATES AAPROXIMATE LOCATION OF THE ARTWORK

DASHED LINE INDICATES CANOPY ABOVE

CONCIERGE OFFICE

CACF

01-18

01-17 LOBBY EL 49.300

01-01

CONDOMINIUM ENTRANCE

VESTIBULE 01-10 12.385m @ 19.95% DN

NOT FOR CONSTRUCTION

PROPERTY LINE 182°36'02"

39.73

01-09

PROPERTY LINE

APPROXIMATE CENTRE OF STREET

6TH STREET SW

DASHED LINE INDICATES 10.7m UNOBSTRUCTED PATH FROM SIAMESE CONNECTION TO MAIN ENTRANCE

39.73

01-13

SIAMESE CONNECTION

MAIL ROOM 01-06 LOADING ROOM

ALL PORTIONS OF THE COLLECTION VEHICLE LOADING AREA, PARKING STRUCTURE, VEHICLE SWEEPS ARE STRUCTURALLY CAPABLE OF SUPPORTING A MINIMUM 25,000 KG LOAD

01-08

EXISTING WOOD FENCE TO BE REMOVED EMERGENCY DISCONNECT DEVICE ROOM

STAIR-02 01-S02 ENMAX ELECTRICAL ROOM

01-05

5 4 3 2 1

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

No.

Revisions

Date

01-03 STAIR-04 STAIR-03

4.5m @ 10.00% DN

01-S04

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

01-S03

EXISTING BILLBOARD TO BE REMOVED EXISTING ASPHALT ACCESS HATCH FOR STORMWATER VAULT

0.75m @ 2.00% UP

VESTIBULE 01-04

EXIT

EL 49.255

GAS METER ROOM 01-14

1.75M @ 2.53% DN EL 49.000

PROPERTY LINE ELECTRICAL ROOM ENTRANCE

EXIT

EXIT EXIT

92°36'12"

38.13

LOADING ENTRANCE

EXIT

PARKING ENTRANCE

6TH AND TENTH

EXISTING CONCRETE CURB CUT (REFER TO SURVEY)

633 10TH AVENUE SW CALGARY, AB

LANE EXISTING CONCRETE HIDDEN LINE INDICATES OVERHEAD POWER LINES (REFER TO SURVEY)

N EXISTING CONDOMINIUM

Date/time printed: 2013-12-11 3:22:16 PM

Drawn

Scale

MN, MK, NM, JF, KL, PS Checked

Date

DECEMBER 2012

Title

SITE PLAN

1 A103

SITE PLAN REF. A400

Project No.

11-268

Drawing No.

A103

1x ON 92°37'03"

Ax ON 0°35'

7800

3130

4800

6400

7300

7590

NOTES:

L 1088

Lx ON 182°36'02" 1805

2210

800

38.13 92°37'03"

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

700

PROPERTY LINE

1 2

A423

A411

A421

A425 2100

2 59

CEILING TYPE 1

5490

2050

1475

BICYCLE ROOM 115 SPACES P1-04

108 107 106 105 104 103 102 101 100

3625

EXHAUST

CEILING TYPE 6 100 PINNED INSULATION TYPE 1 TO U/S OF SLAB (C/W A.S.J.)

DP1-04

CEILING TYPE 7 100 RIGID PINNED INSULATION TYPE 1A TO U/S OF SLAB (C/W A.S.J.)

200CB - 1.5HR +( 45.796 )

200 CB - 1HR

FIRE EXTINGUISHER (FE) 1435

160

7600

1600

1015

2585

2045

7600

400

7350 TO GRID K

DASHED LINE INDICATES LEVEL AREA FEATHERED AS REQUIRED

7200

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

400

2730

TO GRID A

400

5100

600

200

5100

400

7000

200

300

100 SLOPE 2.7%

100 SLOPE 2.7% AD ( 45.696 )

DASHED LINE INDICATES LEVEL AREA FEATHERED AS REQUIRED

100 SLOPE 2.8%

300

6 600

CEILING TYPE 6

BM 1500x900

200

RIDGE ( 45.796 )

CEILING TYPE 6

BM 1500x900

1015

DENOTES DIRECTIONAL TRAFFIC SIGN

22m @ 4.00% DN

100 SLOPE 2.8%

880

6590

A422 AD ( 44.815 )

5725

6590

100 SLOPE 2.7%

400

3045

400

100 SLOPE 2.8%

5200

BM 1500x1275

400

DASHED LINE INDICATES LEVEL AREA FEATHERED AS REQUIRED RIDGE ( 44.915 )

2730

BM 1500x750

100 SLOPE 2.8%

BM 1500x1025

400

BM 1500x1350

3050

BM 1800x1350

4550 TO GRID A

BM 1500x1350

DENOTES PEDESTRIAN AISLES

825

LOUVER, REFER TO MECHANICAL DRAWINGS

200

( 45.796 )+

TYPICAL CONVEX MIRROR (CM)

+( 45.796 )

200

PATTERN DENOTES EXTENT OF SLOPED SLAB 810

BM 1500x750

200CB - 1.5HR

CM 200

CEILING TYPE 2 2-HR

TYPICAL PARKING 2.6x5.4m

810

200CB - 1.5HR

1200

BM 1500x825 1200

DP1-05

01 V01

610

V02

200 CB - 1HR

200 CB

BM 1500x595

LOUVER, REFER TO MECHANICAL DRAWINGS

02 BM 1500x825

1200

V03

610

( 44.915 )+ ( 44.915 )+

610

120

3350

3550

115 114 113 112 111 110 109

610

200 CB - 2HR

+( 44.915 ) +( 44.915 )

BM 1500x825

( 44.915 )+ ( 44.915 )+

+( 44.915 )

03 BM 1000x1025

+( 44.915 )

04 DP1-06

100 SLOPE 4.9%

7300

P1-06

200 CB

3550

HATCHING INDICATES EXTENT OF COUNTERSLOPE

1200

MECHANICAL ROOM

3 3550

2440

1320

+( 44.915 )

LEGEND:

200

GEODETIC TOP OF STRUCTURAL SLAB BELOW

PROPERTY LINE

200CB - 1.5HR

100 SLOPE 3.8%

AD ( 44.815 )

+ (49.30)

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

5570

120

BM 1500x530

4790

TO GRID 2

BM 1500x530

BM 1000x750

200 CB - 2HR

100 SLOPE 3.9%

200CB - 1.5HR

280

6% 5.

BM 1500x530

C UT C O RN ER 4. 5m x 4. 5m

PE O SL

1040

+( 44.915 )

A425

R01

TYPICAL PARKING 2.6x5.4m

45°

TYPICAL PARKING 2.6x5.4m

LOUVER, REFER TO MECHANICAL DRAWINGS

0 10

200 CB

TYPICAL PARKING 2.6x5.4m

300 CONC

( 44.915 )+

120

45°

( 44.915 )+

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

2.134m BYLAWED SETBACK

+( 44.915 ) +( 44.915 )

+ 49.30

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

2 300 CONC

EL 49.30

7390

100

PAINTED STEEL TRAFFIC BOLLARD, TYPICAL.

200 ( 44.915 )+ 245

245

+( 45.796 )

V04

A503

1015

285

4690

4445

FHC

HATCHING INDICATES EXTENT OF COUNTERSLOPE

DP1-S04

200 CB - 2HR

11.21m @ 5.00% DN

( 45.796 )+

6565

V05

RIDGE ( 45.796 )

4.5M @ 10.00% UP

V06

1200

V07

1200

V08

300

545

V09 BM 1500x900

BM 1500x1025

V10

900

BM 1000x1550

1200

+( 44.915 )

( 45.796 )+

+( 45.796 )

( 44.915 )+

245

RIDGE ( 44.915 )

1200

+( 44.915 )

200 CB - 2HR

BM 750x750

. 400

400

CEILING TYPE 2 - 2HR

R03

1000 ELEVATOR LOBBY

2690

39.73 182°36'02" PROPERTY LINE

300 CONC - 2HR

1975

4310

300 CONC - 2HR

725

11.21m @ 5.00% DN

1975

4.325m @ 4.16% UP

2425

3025

825

1200

200 CB - 2HR

200

+( 44.354 )

RIDGE ( 43.473 )

200CB - 1.5HR

( 44.354 )+

DP1-07

SHORING (NOT BY ARCHITECTURAL). COORDINATE WITH CONTRACTOR. REFER TO SHORING DRAWINGS.

R04

200

RIDGE ( 44.354 )

+( 44.354 )

NOT FOR CONSTRUCTION

1000

EL 44.065

1200

DP1-01

DP1-02

R02

200 CB - 2HR

300 CONC - 2HR

P1-01

2690 100

1200

900

SECTIONAL OH ALUMINUM DOOR C/W PERSONNEL DOOR

200 CB - 1HR

200 CB - 2HR

1575

EL 45.796

550

LOUVER, REFER TO MECHANICAL DRAWINGS

EL 44.065

955

935

P1-02 3250

200 CB - 2HR

300 CONC - 2HR

STAIR-04 P1-S04

HATCHING INDICATES EXTENT OF COUNTERSLOPE

1490

3365

200CB - 1.5HR

ELEVATOR VESTIBULE

6 A504

200CB - 1.5HR

CEILING TYPE 6

A411

TYPICAL PARKING 2.6x5.4m

CAB 2

CAB 1

HATCHING INDICATES EXTENT OF COUNTERSLOPE 600 HIGH CONCRETE CURB C/W GALVANIZED RAIL @1100 HIGH. TYPICAL.

HOISTWAY WIDTH

200 CB - 2HR

4610

P1-03

LOUVER, REFER TO MECHANICAL DRAWINGS

5900

300 CONC - 2HR

COMMUNICATIONS ROOM

TYPICAL PARKING 2.6x5.4m

200 CONC

FIREFIGHTER

200 CB - 2HR

300 CONC

3075

CONCRETE CURB AND RAIL AS NOTED.

TYPICAL PARKING 2.6x5.4m

300 CONC - 2HR ?

200 CB - 1HR

TYPICAL PARKING 2.6x5.4m

HOISTWAY DEPTH

1000

TYPICAL PARKING 2.6x5.4m

1000

TYPICAL PARKING 2.6x5.4m

200 CB - 1HR 550

2200

200CB - 1.5HR

DP1-03

39.73 0°35' PROPERTY LINE

BM 1500x1025

TYPICAL PARKING 2.6x5.4m 500

A503

SIM

300 CONC

1 A504

TYPICAL PARKING 2.6x5.4m

300

115

9 TYPICAL PARKING 2.6x5.4m

1200

200 115

200

5800

300 CONC - 2HR

200 200

5200

6565

5200 BLOCK TO BE INSTALLED ON TOP OF CURB

955

400

1300

2730

200 CB - 1HR

400

300 CONC - 2HR

3245

CONCRETE CURB AND RAIL AS NOTED.

A420

17 R DN

+( 43.473 )

EL 45.976

( 43.473 )+ ( 43.473 )+

( 44.354 )+

7600

200

670

2460

200

360

400

3050

1510

400

1565

200

735

1530

1310

1530

635

+( 43.473 )

500

4600

2400

300

7390

6 5 4 3 2 1

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR REVISED DSSP ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 13, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

No.

Revisions

Date

TO GRID A

1250 SLAB

200 CB - 2HR

GEORGIAN WIRED GLASS, SPRINKLERED ON BOTH SIDES, TYPICAL. REFER TO MECHANICAL DRAWINGS

DASHED LINE INDICATES LEVEL AREA FEATHERED AS REQUIRED

19 R UP

PARKING P1-09

5995

TO GRID A

A424

7600

7400

100 SLOPE 1.6%

BM 1875x1025

22m @ 4.00% DN 7200

7500

RIDGE ( 44.354 )

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

250 275

3000

1460

400

5065

670

4865

800

7600

500

5 3170

3100

300

A502

1465

6350

FIRE HOSE CABINET (FHC) 300 SLAB

TO GRID A CEILING TYPE 6

100 SLOPE 2.8% HATCHING INDICATES EXTENT OF COUNTERSLOPE

STAIR-03

R08

R09

R10

R11

R12

11 R13 800

100

R07

200 CB - 1HR

12 BM 1350x1500 700

500

9 R UP

BM 600x1000

P1-S03 EL 44.354

633 10TH AVENUE SW CALGARY, AB

100 SLOPE 1.6%

300

200

R06

1200

1995

300 CONC - 2HR

900

R05

200 CB - 1HR 8 R DN

BM 1350x1500

BM 600x1000

100

300 CONC - 1HR

1000

DP1-S03

1805

200 CB - 2HR

900

200

+( 44.354 )

100

A502

+( 44.354 )

6TH AND TENTH

AD ( 43.373 )

200

AD ( 44.254 )

100 SLOPE 2.7%

100 SLOPE 2.8%

300

100 SLOPE 2.7%

± 878 TO GRID L

300 SLAB BM 1500x1500

BM 1500x1500

2500

TYPICAL PARKING 2.6x5.4m

EL 42.914

5775 4775

BM 600x600

200 CB - 1HR

TYPICAL PARKING 2.6x5.4m

( 44.354 )+

Date/time printed: 2013-12-11 3:22:53 PM

300 CONC

TYPICAL PARKING 2.6x5.4m

200 CB - 1HR

( 44.354 )+

690

1700

TYPICAL PARKING 2.6x5.4m

DASHED LINE INDICATES CONDENSING UNIT ABOVE. REFER TO MECHANICAL DRAWINGS

200 CB - 1HR

4075

INTAKE

TO GRID 13

LOUVER, REFER TO MECHANICAL DRAWINGS

TO GRID 13

300 CONC - 2HR

TO GRID 13

P1-05

CEILING TYPE 7

5975

STORMWATER VAULT VOL=53 m³ 300 CONC - 1HR

300 CONC

1460

13x

Drawn

MN, MK, NM, JF, KL, PS

Checked

38.13 92°36'12" PROPERTY LINE

Scale

1 : 50 Date

DECEMBER 2012

Title

13x

PLAN LEVEL P1 13x ON 92°36'12"

Lx Project No.

11-268

Drawing No.

A205

1x ON 92°37'03"

Ax ON 0°35'

7800

3130

4800

6400

7300

NOTES:

7590

1088

Lx ON 182°36'02" 4500 CORNER CUT

1805

2210

800

38.13 92°37'03"

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

700

PROPERTY LINE

1 3

+ 49.30

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (49.30)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

A411

A421

2100

A425 A423

110

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE.

2800

3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

2.134m BYLAWED SETBACK

A426

10 A426

100 SLOPE 3.4%

RIDGE ( 48.800 )

C UT C O RN ER 4. 5m 4. 5m

AD ( 48.700 ) 100 SLOPE 8.1%

( 48.800 )+

11 A426

GALVANIZED STEEL GRATE DESIGNED FOR HEAVY TRAFFIC

AD ( 48.700 )

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL.

100 SLOPE 1.5%

100 SLOPE 2.4%

AD ( 48.700 )

570 RIDGE ( 48.800 )

PLANTER AND WATER FEATURE, REFER TO LANDSCAPE DRAWINGS

+( 48.800 )

300

A600

+( 48.800 )

7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

100 SLOPE 5.6%

100 SLOPE 2.0%

100 SLOPE 2.8%

100 SLOPE 2.5%

100 SLOPE 2.1%

A425

A426

1.5% LOPE 100 S

A401

+( 48.800 )

( 48.800 )+

5570

7 100 SLOPE 3.7%

( 48.800 )+ ( 48.800 )+ +( 48.800 )

+( 48.800 )

2900

( 48.800 )+ RIDGE ( 48.800 )

( 48.800 )+ ( 48.800 )+

+( 48.800 ) +( 48.800 )

100 SLOPE 4.5%

( 48.800 )+ ( 48.800 )+

100 SLOPE 2.3%

( 48.800 )+

+( 48.800 ) +( 48.800 )

RIDGE ( 48.800 )

EL 49.30

100 SLO P

% E 6.2 LOP 100 S 110

E 5.4%

32013

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS. 9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

AD ( 48.700 )

915

1100

2200

890

1100

1980

( 48.800 )+

900

2200

900

300

1500

300

1200

2200

900

720

225

( 48.800 )+ +( 48.800 ) +( 48.800 )

1340

D01-10

A600

100 SLOPE 5.2%

+( 48.800 )

( 48.800 )+

( 48.800 )+ ( 48.800 )+

( 48.800 )+ +( 48.800 ) ( 48.800 )+ +( 48.800 )

+( 48.800 )

880

LEGEND:

1198

110

PROPERTY LINE

( 48.800 )+ 1198 ( 48.800 )+ EW4

+( 48.800 ) +( 48.800 )

CEILING TYPE 1

AD ( 48.700 )

RETAIL DASHED LINE INDICATES UNIT HEATER ABOVE, REFER TO MECHANICAL DRAWINGS

VESTIBULE D01-09

01-11

CEILING TYPE 5 HEATED PLENUM

01-07 EL 49.300

EW4

600

( 48.800 )+ ( 48.800 )+

1200

( 48.800 )+ ( 48.800 )+

400

8 DASHED LINE INDICATES ALTERNATE WASHROOM LOCATIONS 100

3295

315

1500

115

1755

2000

+( 48.800 ) +( 48.800 )

A426

550

RIDGE ( 48.800 )

400

A602

8500

+( 48.800 )

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

75 DEPRESSION DRY PACK AS REQUIRED TO ACHIEVE PROPER FINISHED ELEVATION

800

145

600

EW11

455

400

EW4

+( 48.800 )

CEILING TYPE 4 75 PINNED INSULATION TYPE 1 TO U/S OF SLAB (C/W A.S.J.)

940

7600

2570

3205 RECESSED DRAINAGE MAT

100 SLOPE 2.7%

A600

DASHED LINE INDICATES UNIT HEATER ABOVE, REFER TO MECHANICAL DRAWINGS

2000

49.300 +

+ 49.300

A422

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

01-12

RECESSED DRAINAGE MAT

100 SLOPE 3.5%

CEILING TYPE 2 2-HR

EW11

VESTIBULE

D01-11

1595

D01-08

100 SLOPE 3.1%

EW4

510 AD ( 49.250 )

EW4

100 SLO PE 1.1%

A426

3045

1925

1200

49.300 +

1200

+ 49.300

400

375

400

825

( 48.800 )+

550

5150

175

275

400

6565

400

EW4

W3 2

200 CB - 2HR

A425

1800

3775

2000

EW11

LOUVER, REFER TO MECHANICAL DRAWINGS

200 CB - 2HR 300 CONC - 2HR

200 CB - 2HR

300 CONC - 2HR

500

200 CB - 3HR

200 CB 225

EW5

D01-21

13x

EW6

D01-20

EW5

D01-22

+( 49.000 ) + 49.300

EW12

6565

2300

1825

13x ON 92°36'12"

A600

2000

1725

A600

5225

DASHED LINE INDICATES UNIT HEATER ABOVE. REFER TO MECHANICAL DRAWINGS

485

1015

601

3 6

+( 49.100 ) + 49.261

A410

A503

( 49.000 )+ 49.300 +

+( 49.000 ) + 49.300

7600 855

575

7502

775

2 A600 400 228

( 49.100 )+ TRENCH DRAIN. REFER ALSO TO MECHANICAL

49.261 +

RIDGE ( 49.000 )

13x

Drawn

MN, MK, NM, JF, KL, PS

( 49.000 )+ 49.300 +

Checked

38.13 92°36'12" PROPERTY LINE

LOUVER, REFER TO MECHANICAL DRAWINGS 1335 CEILING TYPE 2 - 2HR

1015

Scale

1 : 50 Date

DECEMBER 2012

Title 17760

778

PLAN LEVEL 1

A600

5775

EW6

INSULATED SECTIONAL OH ALUMINUM DOOR

TYPICAL CONVEX MIRROR (CM)

A601

REMOVABLE SILL, REFER TO ENMAX RQMT'S

30975

17270

800

EW5

1900

( 49.100 )+ 49.340 +

4 3375

A400

EW12 EW5

D01-14

( 49.340 )+

EW6

5775

INSULATED SECTIONAL OH ALUMINUM DOOR

550

4.5m @ 10.00% DN

1600

200 CB - 3HR

225

EW5

A500

1075 ( 49.400 )+ 350 CONC - 3HR

( 48.800 )+ ( 48.800 )+

RIDGE ( 49.129 )

1250

350 CONC - 3HR

LOUVER, REFER TO MECHANICAL DRAWINGS

900

EL 48.450

225

200 CB - 2HR 2510

225

450

D01-S02

D01-S01

D01-19

200 CONC - 3HR

1975

LOUVER, REFER TO MECHANICAL DRAWINGS

450

( 49.340 )+

+( 49.340 )

( 49.340 )+

EW6

DASHED LINE INDICATES UNIT HEATER ABOVE. REFER TO MECHANICAL DRAWINGS

01-04

100 SLOPE 2.0% +( 49.300 ) +( 49.300 ) 1075

350 CONC

01-S02

3.18m @ 1.26% DOWN

01-14

( 49.300 )+

D01-15

A410

GAS METER ROOM

01-S03

DRY SUMP, REFER TO MECHANICAL DRAWINGS

840

VESTIBULE

+( 49.100 ) + 49.340

633 10TH AVENUE SW CALGARY, AB

( 49.300 )+

DASHED LINE INDICATES UNIT HEATER ABOVE. REFER TO MECHANICAL DRAWINGS

STAIR-02

+( 49.340 )

EW9

1660

STAIR-03

2400

W6 100 SLOPE 0.9%

200 CONC - 3HR

250 CONC - 2HR

6TH AND TENTH

( 49.300 )+

LOADING ROOM 01-08

3150

200 CB - 2HR

1060 1015

9R DN

D01-S03

575

+( 48.800 ) +( 48.800 )

300

Date

19 R DN

23 R UP

01-S01 200 CB - 2HR

Revisions

01-S04

STAIR-01

5250

LOUVER, REFER TO MECHANICAL DRAWINGS

DASHED LINE INDICATES UNIT HEATER ABOVE. REFER TO MECHANICAL DRAWINGS

2400

23 R UP

5050

EW5

300

INTAKE

2400

100 SLOPE 2.8%

800

AD ( 48.700 )

1425

100 SLOPE 4.2%

275

2500

EW12 400 CONC - 2HR

+( 49.300 )

1000

1200

1000 500

500

No.

RIDGE ( 48.817 )

STAIR-04

200 CB - 1HR

.8%

200 CB - 2HR

2700

30 SLOPE 1.8%

175

AD ( 49.270 )

+( 49.300 )

490

10 R

12.385m @ 19.95% DN

7900

450 1155

LINE INDICATES DEPRESSION IN SHORING. REFER ALSO TO STRUCTURAL.

30 SLOPE 1.1%

1015 200

350 CONC - 2HR

250 CONC - 2HR

1155

1700

300 CONC - 2HR

2525

EL 47.710

300 CONC - 2HR

SLO PE 4

A600

EW5

100

EW5

100 SLOPE 2.8%

PREFAB MANHOLE DOOR, REFER TO CIVIL DRAWINGS

1460

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

D01-17

+( 49.300 )

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

01-15

1.75m @ 2.58% DOWN

1495

5 4 3 2 1

0.75m @ 2.00% UP

200

200 CONC - 3HR

D01-18 1285

100 CONCRETE CURB

7250

200 CB - 2HR

AD ( 49.270 )

30 SLOPE 1.1%

200 CB - 3HR

450

500

1050

540

280 SLAB

VESTIBULE

200

1660

200

200 CB - 2HR

1170

01-05

300 CONC - 3HR

1100

DASHED LINE INDICATES UNIT HEATER ABOVE, REFER TO MECHANICAL DRAWINGS

EMERGENCY DISCONNECT DEVICE ROOM

D01-23 200

1200

350 CONC - 2HR

01-06

5825

250 CONC - 2HR

11185

( 48.800 )+

200 CB - 2HR

DASHED LINE INDICATES MAIL BOX. REFER TO INTERIOR DESIGN DRAWINGS

200 CONC - 3HR

( 48.800 )+

A502

175

350 CONC - 2HR

MAIL ROOM

01-03 MECHANICAL SHAFT ABOVE (SEE MECHANICAL)

D01-16

475

ENMAX ELECTRICAL ROOM

LOUVER, REFER TO MECHANICAL DRAWINGS

2775

( 48.800 )+ ( 48.800 )+

200 CONC - 3HR

3675

475

750 SLAB

200 CB - 2HR

( 49.400 )+

200 CONC - 3HR

5300

200 CB - 2HR

2275

275

200 CB W2

+( 48.800 ) +( 48.800 )

385 175

1600

130

500

200 CB

1670

01-16

1870

D01-04

RIDGE ( 48.800 )

1015

250 SLAB

1135

DASHED LINE INDICATES FAN COIL ABOVE. REFER TO MECHANICAL DRAWINGS

STORAGE

A426

+( 48.800 ) +( 48.800 )

1360

10 WASTE GREASE CONTAINMENT TANK PLUMBED TO KITCHEN FRYER.

350 CONC

1170

( 49.300 )+

200 CB - 2HR

805

200 CB - 2HR

500

( 49.300 )+

( 49.300 )+ 30 SLOPE 1.8%

690

( 49.400 )+

( 49.300 )+

+( 49.300 ) 200 CB - 2HR

+ 49.300

800

TRI SORTER

500

D01-01

670

NOT FOR CONSTRUCTION

5225 +( 49.300 )

+( 49.300 )

1200

01-09

+( 49.300 )

200 CONC - 3HR

+( 49.400 ) LOUVER, REFER TO MECHANICAL DRAWINGS

WASTE AND RECYCLING ROOM

DASHED LINE INDICATES RECEPTION DESK. REFER TO INTERIOR DESIGN DRAWINGS W2

VESTIBULE

400

A424

425

01-01

100 SLOPE 2.0%

AD ( 49.250 )

01-10

1975

1700

200 CONC - 3HR

D01-05

DASHED LINE INDICATES UNIT HEATER ABOVE. REFER TO MECHANICAL DRAWINGS

2755

10 A601

DASHED LINE INDICATES CANOPY ABOVE

1000

RECESSED DRAINAGE MAT

2755

AD ( 48.700 )

1975

EL 49.300

75 DEPRESSION DRY PACK AS REQUIRED TO ACHIEVE PROPER FINISHED ELEVATION

2030

100 SLOPE 3.3%

850

LOBBY

1265

D01-03

770

200 CB - 2HR

130

49.300 +

100 SLOPE 3.3%

500

200 CB - 2HR 130

200 CB - 2HR

01-17

500

D01-02

1430

720

6800

800

100 SLOPE 2.0%

CACF

2460

1235

01-18

300

300 CONC - 2HR

200 CB - 2HR

1160

275

CONCIERGE OFFICE

A411

300 CONC - 2HR

550

200 CB - 2HR

300 CONC - 2HR

NOT EOS

EW4

800

200 CB - 2HR W2 W3

PLANTER FEATURE, REFER TO LANDSCAPE DRAWINGS

300 CONC - 2HR

D01-S04

200 CB - 2HR

30975

CAB 2

AD ( 49.260 )

39.73 182°36'02" PROPERTY LINE

CAB 1

5205

40 SLOPE 1.5%

40 SLOPE 1.1%

5900 HOISTWAY WIDTH

300 CONC - 2HR

800

( 48.800 )+

2425 HOISTWAY DEPTH

( 48.800 )+

300 CONC - 2HR

2525

( 48.800 )+ ( 48.800 )+

2525

200 CB - 1HR

+( 48.800 ) +( 48.800 )

EW4

1200

+( 48.800 ) +( 48.800 ) RIDGE ( 48.800 )

FIREFIGHTER

725

800

WASHROOMS TO BE PART OF TENANT FIT-OUT

W9 - 2HR RIDGE ( 46.246 )

200 CB - 2HR

Date/time printed: 2013-12-11 4:31:22 PM

985

W9 - 2HR

01-13

705

( 49.300 )+

400 CONC

500

D01-13

1250

SHAFT OPENING, REFER ALSO TO MECHANICAL

40 SLOPE 1.1%

( 49.300 )+

A426

( 49.300 )+

+( 49.300 )

MOVING ROOM 200 CB - 2HR

1200

A504

200 CB - 2HR

D01-12

D01-06

100

600 1600

( 49.300 )+

+( 49.300 )

PLANTER FEATURE, REFER TO LANDSCAPE DRAWINGS

350 CONC

+( 49.300 )

2185

50 S 3.8%

550

+( 49.300 )

30975

39.73 0°35' PROPERTY LINE

350 CONC - 2HR

200 CB - 2HR

SIAMESE CONNECTION

4690

D01-07

200 CB - 2HR

1285

50 S 3.0%

W3 710

A401

A426

COORDINATE DxWxH OPENINGS WITH ELEVATOR CONTRACTOR, TYPICAL.

01-02

1550

400

100 SLOPE 3.3%

100 SLOPE 2.7%

RETAIL WASTE ROOM

( 49.300 )+

AD ( 49.250 )

AD ( 48.700 )

50 S 3.8%

200 CB - 2HR

1200

100 SLOPE 3.3%

( 49.300 )+

+( 49.300 ) +( 49.300 )

EW4

1 A420

800

100 SLOPE 2.7%

A400 32113

Lx Project No.

11-268

Drawing No.

A206

1x ON 92°37'03"

Ax ON 0°35'

7800

3130

4800

6400

7300

7590

NOTES:

L 1088

Lx ON 182°36'02" 1805

2210

800

38.13 92°37'03"

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

700

PROPERTY LINE

2100

EL 49.30

+ 49.30

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (49.30)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE. 3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

2.134m BYLAWED SETBACK

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

5570

A401

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

C O RN ER

C UT

4. 5m

6. REFER ALSO TO THE ACOUSTIC REPORT FOR ALL FRAMING AND ASSEMBLIES THAT ARE REQUIRED TO BE ACOUSTICALLY ISOLATED, TYPICAL. 7. REFER ALSO TO INTERIOR DESIGN DRAWINGS FOR PUBLIC SPACES, CORRIDORS AND AMENITY SPACES, TYPICAL.

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

2 A411

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

LEGEND: 34078 1600

1965

PROPERTY LINE CEILING TYPE 1

600

950

805

600

700

900

( 57.570 )+

900

600

1200

225 225

100 SLOPE 2.2%

( 57.570 )+ 57.820 + ( 57.570 )+ 57.820 +

225 225

225

ACW6 ACW6

500

AD ( 57.470 )

500

AcW3

INDOOR AMENITY LOUNGE

INDOOR AMENITY GYM

02-05

02-04

REFER TO ID FOR FINISHING DETAILS

REFER TO ID FOR FINISHING DETAILS WOOD DIVIDER SCREEN

02-06

600

W7 - 1HR

1250

AcW3

205 610

200 CB - 2HR

750

500

600

1808

AcW4 CLOSET

1200

AcW3

DIVIDER SCREEN 900

1730

AcW4

CLOSET

230 1570

+( 57.920 ) + 58.120

A601

900

1650

3500

852

70 SM 752 SF

LIVING/DINING

1900

1250

650

DIVIDER SCREEN + 58.120 +( 57.920 ) + 58.120 +( 57.920 )

58.120 + ( 57.920 )+

100 SLOPE 3.1% AD ( 57.820 )

1200

750

( 57.920 )+ 58.120 +

+ 58.120 +( 57.920 )

1 A601

750

58.120 + ( 57.920 )+

2320

5775

100 SLOPE 3.4%

100 SLOPE 2.1%

100 SLOPE 2.1% DASHED LINE INDICATES BALCONY ABOVE

DIVIDER SCREEN

58.120 + ( 57.920 )+ 58.120 + ( 57.920 )+

1500

AD ( 57.820 ) 2450

100 SLOPE 4.3%

2400

RIDGE ( 59.955 )

25735

100 SLOPE 3.1%

1800

100 SLOPE 4.4%

600

58.120 + ( 57.920 )+

+ 58.120 +( 57.920 )

58.120 + ( 57.920 )+

+ 58.120 +( 57.920 )

58.120 + ( 57.920 )+

100 SLOPE 3.4% AD ( 57.820 ) 100 SLOPE 4.4%

600

EW2

RIDGE ( 57.920 )

600

2240

1220

+ 58.120 +( 57.920 ) 100 SLOPE 4.2%

1500

100 SLOPE 4.3%

1230

+ 58.120 +( 57.920 ) 1500

58.120 + ( 57.920 )+

A601

58.120 + ( 57.920 )+

+ 58.120 +( 57.920 )

1800

100 SLOPE 4.2%

600

2240

1800

+ 58.120 +( 57.920 ) 300

58.120 + ( 57.920 )+

RIDGE ( 57.920 )

633 10TH AVENUE SW CALGARY, AB

800

EW2

58.120 + ( 57.920 )+

2240

100 SLOPE 4.2%

575

AD ( 57.820 ) 90

+( 57.920 ) + 58.120

6TH AND TENTH

+( 57.920 )

+ 58.120 +( 57.920 )

100 SLOPE 2.1%

100 SLOPE 2.2%

2560

100 SLOPE 3.0%

590

UNIT 205 SUITE TYPE 08

RIDGE ( 59.955 )

9525

400

8 A601

835

100 SLOPE 3.4% AD ( 57.820 )

EW1

1385

100 SLOPE 3.4%

1335

300 CONC - 1HR

1865

BEDROOM

58.120 + ( 57.920 )+ 1200

Date

2320

AcW3 716

610

AcW3

58.120 + ( 57.920 )+

1200

Revisions

+ 58.120

EW1

600

No.

7600

100 SLOPE 2.4%

EW2

330

AcW3

1055

AcW3

AcW8

70 AcW3

285 680

AcW3

CLOSET

UNIT 201 2190

EW2

AcW3

AcW4 985

LIVING/DINING

560

990

1100

AcW3 806

SUITE TYPE 01 56 SM 604 SF

DECEMBER 06, 2013 OCTOBER 22, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

CAP FLASHING. COLOUR TO MATCH WINDOW FRAME, TYPICAL.

ISSUED FOR TP04 REVISED FOR ADDENDUM 01 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

W/D

2465

1800

58.120 + ( 57.920 )+ 58.120 + ( 57.920 )+

A410 MASTER BEDROOM

BATHROOM

+ 58.120 +( 57.920 )

800

20230

100 SLOPE 2.5%

1390

AcW4

985

AcW3

AcW8

W15

CLOSET

D02-SD

AcW3

AcW3 2570

AcW4

1595 3050

AcW3 610

BEDROOM

+ 58.120 525 +( 57.920 )

6565

15490 1800

AcW3

1873

1110

1710

W7 - 1HR

150 CB - 2HR

300 CONC - 2HR W2

315

CP AcW3

AcW3

EW2

58.120 + ( 57.920 )+

RIDGE ( 59.890 )

+ 58.120 +( 57.920 )

3510

1150

70 AcW3 W6

750 1100

W1 2655

+( 57.920 ) + 58.120

6 5 4 3 2 1

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

AcW3

205

58.120 + ( 57.920 )+

530

EW2

EW1

625 1400

300 CONC - 1HR

CLOSET

260

10 +( 57.920 ) + 58.120

AcW4

AcW3

BEDROOM

BATHROOM

LIVING/DINING

SUITE TYPE 02 86 SM 924 SF

W/D

NOT FOR CONSTRUCTION

AcW4

AcW3

1115

AcW4

2115

AcW3

UNIT 202

915

W7 - 1HR

70 AcW3

AcW3

285

BATHROOM 620

W7 - 1HR

1285

1120

CLOSET

975

AcW4

W/D AcW8

DEN

AcW8

300 CONC - 1HR

610

100 SLOPE 2.6% AD ( 57.820 )

2655

AcW3

3050

915

3200

3995

AcW4

985

70 AcW3

1430

W15 - 1 HR

425

W/D

ACW6

1220

815

915

155

210

W7 - 1HR

150

70 AcW3

KITCHEN

610

1 A630

LIVING/DINING

ACW6 EP AcW3

AcW3

A601

2360

300 CONC - 2HR W2

300 CONC - 2HR

285

640

W7 - 1HR

W9 - 1 HR 150 CB - 2HR

14 R DN

1705

260

CLOSET

W2 W2

1425

17 R UP

W3 D02-SD

610

AcW3

1299

150 CB - 2HR

STAIR-02

70 AcW3

AcW3

771

SUITE TYPE 07 44 SM 470 SF

1790

02-S02

1430

AcW3

2660

70 AcW3

14 R UP

BATHROOM

AcW3

UNIT 204

D02-SD

02-S01

W7 - 1HR

AcW4

DASHED LINE INDICATES BALCONY ABOVE

3620

D02-S02

17 R DN

2465

W7 - 1HR

CLOSET

AcW3

W1 550

972

600

AcW4

AcW3

1645

D02-SD

( 57.920 )+ 58.120 +

100 SLOPE 2.7%

1260

2080

548

600

WALK-IN CLOSET

AcW4

AcW3

150 CB - 2HR

300 CONC - 2HR

AcW4

1540

AcW3

MASTER BEDROOM

285

1200

AcW4

DEN

105 AcW3

600

ENSUITE

A601

300 CONC - 1HR

450

750

02-02

AcW3

250 CONC - 2HR

CAB 2

200 CONC - 2HR

W7 - 1HR

600

1 A411

HOISTWAY WIDTH

STAIR-01

W17 - 1 HR

DEN

5900

CAB 1

300 CONC - 2HR D02-S01

660

BATHROOM

02-03

2485

W7 - 1HR

1595

AcW4

2019

CLOSET

BEDROOM

2040

285

AcW3

950

2130

600

105 AcW3

AcW3 680

AcW3

( 57.820 )+

2425

3 A500

W17 - 1 HR

806 AcW3

875

+( 57.795 )

300 CONC - 2HR

1480

D02-02

AcW4

ELEC. CLOSET

590

AcW3

W9 - 1 HR

W7 - 1HR

CP CLOSET

825

SUITE TYPE 03 58 SM 620 SF

HOISTWAY DEPTH

1170

FIREFIGHTER

W2 1500

( 57.920 )+ 58.120 +

+( 57.920 ) + 58.120 +( 57.920 ) + 58.120

300 CONC - 1HR

150 CB - 2HR

200 CB - 2HR

D02-01

CHUTE

W2 200 CB - 2HR

D02-SD

UNIT 203

FIRE EXTINGUISHER (FE)

125

( 57.610 )+

70 AcW3

300 CONC - 2HR

405

1015

6375

W2 W9 - 1 HR

LIVING/DINING

575 150

1305

+( 57.585 )

+( 57.610 )

( 57.610 )+

975

W1 290

( 57.570 )+ 58.005 +

+( 57.570 ) + 58.005

900

W7 - 1HR

02-01

200 CB - 2HR

+( 57.660 )

W7 - 1HR

A504

915

KITCHEN

D02-04

420

W9 - 1 HR 1255

70 AcW3

D02-03

LOUVER, REFER TO MECHANICAL DRAWINGS

1250

W7 - 1HR

AcW8

1000

610

390

1690

150 205

AcW3

575

W7 - 1HR

ACW6

260 565

425

600 300

W9 - 1 HR

SIGNAGE LIMITING OCCUPANCY TO NO MORE THAN 40 PEOPLE CORRIDOR

70 AcW3

Date/time printed: 2013-12-11 3:23:24 PM

7.7%

4995

2575

W/D

70 AcW3

100 SLOPE 2.6%

39.73 0°35' PROPERTY LINE

1800

3230

W7 - 1HR

W1 AcW3

A401

W7 - 1HR

70 AcW3

CAST IN PLACE CONCRETE PLANTER ( 57.570 )+ 58.005 +

+( 57.570 ) + 58.005

7.7%

1800

1890

ACW6

2325

AcW3

600

225 225

300 CONC - 1HR

COMPOSITE WOOD DECK

4690

WASHROOM REFER TO ID FOR FINISHING DETAILS

30975

02-07

100 SLOPE 4.4%

A400

2440

600

100 SLOPE 4.4%

515

275

590

1305

2270

1075

SIGNAGE LIMITING OCCUPANCY TO THE TERRACE TO NO MORE THAN 40 PEOPLE

DASHED LINE INDICATES FAN COIL ABOVE. REFER TO MECHANICAL DRAWINGS

INDOOR AMENITY LOUNGE (DINING/KITCHEN)

600

605

1060

57.820 +

670

+( 57.570 ) + 57.820 +( 57.570 ) + 57.820

( 57.570 )+ 57.820 +

1800

39.73 182°36'02" PROPERTY LINE

4490

600

900

375

+( 57.570 ) + 57.820

3045

RIDGE ( 57.570 )

750

600

6565

600

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

100 SLOPE 2.2%

900

815

600

1.2%

1800

600

CEILING TYPE 5 HEATED PLENUM

1590

600

( 57.570 )+ +( 57.570 ) + 57.820 57.820 + +( 57.570 ) ( 57.570 )+ + 57.820 57.820 +

( 57.820 )+ 330

600

650

+( 57.795 )

900

CEILING TYPE 4 75 PINNED INSULATION TYPE 1 TO U/S OF SLAB (C/W A.S.J.)

3 A601

125

+( 57.570 ) + 57.820

600

680

1825

GAS FIREPIT

895

375

600

1465

1200

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

58.005 +

PLUNGE POOL

AcW3

605

A601

CEILING TYPE 2 2-HR

( 57.570 )+ 58.005 +

AD ( 57.470 )

375

705

( 57.570 )+ 58.005 +

100 SLOPE 2.5%

690

A601

+ 58.005

FRAMELESS TEMPERED GLASS HANDRAIL

100 SLOPE 3.7%

TO GRID A

58.005 +

3300

AD ( 57.470 )

+( 57.570 ) + 57.570

+ 57.820

650

100 SLOPE 2.4%

BM 450x600

2055

100 SLOPE 4.5%

100 SLOPE 3.7%

750

AD ( 57.470 )

COMPOSITE WOOD DECK

1400

( 57.570 )+

185 DN 3.6% 100 SLOPE 3.7%

100 SLOPE 3.7%

100 SLOPE 2.1%

57.570 + +( 57.570 ) 57.820 + + 57.820

750

5770

145

( 57.570 )+ +( 57.570 ) 57.820 + + 57.820 ( 57.570 )+ 57.820 +

+( 57.570 ) + 57.820

( 57.570 )+ +( 57.570 ) 57.820 + + 57.820

100 SLOPE 3.7%

+( 57.570 ) + 57.820

( 57.570 )+ 57.820 +

+( 57.570 ) + 57.820

RIDGE ( 57.570 )

( 57.570 )+ 57.820 +

375

+( 57.570 ) + 57.820

7600

825

+ 58.120 +( 57.920 ) + 58.120 +( 57.920 )

58.120 + ( 57.920 )+ 58.120 + ( 57.920 )+

13x

Drawn

MN, MK, NM, JF, KL, PS

Checked

38.13 92°36'12" PROPERTY LINE

1965 34078

13x

Scale

1 : 50 Date

DECEMBER 2012

Title

PLAN LEVEL 2 13x ON 92°36'12"

Lx Project No.

11-268

Drawing No.

A208

1x ON 92°37'03"

Ax ON 0°35'

7800

3130

4800

6400

7300

7590

NOTES:

L 1088

Lx ON 182°36'02" 1805

2210

800

38.13 92°37'03"

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

700

PROPERTY LINE

2100

EL 49.30

+ 49.30

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (49.30)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE. 3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

2.134m BYLAWED SETBACK

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

5570

A401

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

C O RN ER

C UT

4. 5m

8. ALL KITCHENS TO HAVE A 300 DEEP BULKHEAD, TYPICAL UNLESS REQUIRED OTHERWISE. REFER ALSO TO MECHANICAL AND INTERIOR DESIGN DOCUMENTS.

2 A411

9. ALL INTERIOR GLAZING TO BE MINIMUM 8 TEMPERED GLAZING (SAFETY GLASS).

LEGEND: PROPERTY LINE CEILING TYPE 1

4 7600

825

LINE INDICATES BALCONY BELOW

23905

( 79.415 )+

3010

340

600

625

1225

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE) ( 79.415 )+

+( 79.415 ) DASHED LINE INDICATES BALCONY ABOVE

1200

525

1850

655

850

1600

EW1

1125

625

1200

EW1

625

850

1145

EW1

1200

CEILING TYPE 4 75 PINNED INSULATION TYPE 1 TO U/S OF SLAB (C/W A.S.J.)

1825

CEILING TYPE 5 HEATED PLENUM

EW2

6 600

600

EW1

1925

( 79.415 )+

475

EW1

+( 79.415 ) 25 SLOPE 1.2%

1980

1800

1275

DASHED LINE INDICATES BALCONY ABOVE

25 SLOPE 1.2%

+( 79.415 )

785

1075

CEILING TYPE 2 2-HR

3045

475

1980

875

600

LINE INDICATES BALCONY BELOW

1980

950

6565

7530 800

EW1

1225

2110

6590

590

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 606

EW1

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 505

625

250 CONC - 1 HR

UNIT 906 SUITE TYPE 06

250 CONC - 1 HR

EW2

UNIT 905 SUITE TYPE 05

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 504

1200

1025

UNIT 904 SUITE TYPE 04

800

7 850

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

950 1175

22130

300 CONC - 2HR

1430

1710 D09-SD

210

1390

6565

1290

600

480 1980

W7 - 1HR

70 AcW3

450

1175

17 R DN

650

17 R UP

W7 - 1HR

09-S02 EL 79.440

( 79.415 )+

1110

STAIR-02

NOT FOR CONSTRUCTION

A410

150 CB - 2HR 150 CB - 2HR

09-S01 EL 82.415

W7 - 1HR

STAIR-01

300 CONC - 2HR

W2 1425 660

W7 - 1HR

250 CONC - 1 HR 1285 D09-SD

600

W7 - 1HR D09-SD

W15 - 1 HR

A410

625

105 AcW3

2465

17 R DN

200 CONC - 2HR

550

D09-SD

D09-S01 17 R UP

A400

25 SLOPE 1.3%

A500

1775

1165

200 CB - 2HR 200 CB - 2HR

150 CB - 2HR

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 204

SIM

2425

HOISTWAY DEPTH

300 CONC - 2HR W9 - 1 HR

UNIT 907 SUITE TYPE 07

250 CONC - 2HR 3

CAB 2

CAB 1

150 CB - 2HR

39.73 182°36'02" PROPERTY LINE

D09-02

HOISTWAY WIDTH

1500

( 79.415 )+ 2495

600

A601

ISSUED FOR TP04 REVISED FOR ADDENDUM 01 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

DECEMBER 06, 2013 OCTOBER 22, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

No.

Revisions

Date

SIM

1135

600

6 5 4 3 2 1

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

EW2

550

EW2 7600

SIM

5900

D09-S02

09-03

W17 - 1 HR

ELEC. CLOSET

105 AcW3

760 1565 900

250 CONC - 1 HR

1200

FIREFIGHTER

EW2

300 CONC - 2HR

A411

A601

300 CONC - 2HR

600

550

W7 - 1HR

875

70 AcW3 W17 - 1 HR

22130

W9 - 1 HR

W7 - 1HR

SUITE TYPE 03

2960

1200

UNIT 903

09-02

200 CB - 2HR

W2 200 CB - 2HR

CHUTE

W7 - 1HR

200 CB - 2HR

FIRE EXTINGUISHER (FE)

D09-SD

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 203

125

D09-01

315

SIM

A602

EL 79.440

300 CONC - 2HR 1275

W9 - 1 HR

150 CB - 2HR

600

39.73 0°35' PROPERTY LINE

220 SLAB

09-01 6375

1480

710

705

300 CONC - 1HR

CORRIDOR

1690

LOUVER, REFER TO MECHANICAL DRAWINGS

1115

1250

W7 - 1HR

300 CONC - 1HR

600

A401

415

1075

145

EW1

W7 - 1HR 2395

W7 - 1HR

680

420

W9 - 1 HR

575

W7 - 1HR 1255

575

W7 - 1HR

W9 - 1 HR

D09-SD

+( 79.440 )

70 AcW3

D09-SD

625

D09-SD

105 AcW3

900

400

2325

600

1800

EW1

25 SLOPE 1.2%

( 79.415 )+

775

+( 79.415 )

4690

6190

475

UNIT 708 SUITE TYPE 08 FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 205

800

1800

600

1200

1980

526

A601

EW2

400

SIM

835

575

1800

600

1800

1230

300

5 A601

1220

600

900

600

1250

650

1800

1500

1200

750

800

450

SIM ( 79.415 )+

( 79.415 )+

+( 79.415 )

( 79.415 )+

+( 79.415 )

5775

+( 79.415 )

300

25 SLOPE 1.2%

EW1

25 SLOPE 1.2%

EW2

25 SLOPE 1.2%

633 10TH AVENUE SW CALGARY, AB

EW2

1400

6TH AND TENTH 1900

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 201

EW2

EW1

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 202

UNIT 901 SUITE TYPE 01

SIM

EW1

UNIT 902 SUITE TYPE 02

1 A601 4740

250 CONC - 1 HR

4475

SIM

2500

9 A601

1650

590

775

700

900

25735

27700

Date/time printed: 2013-12-11 3:24:20 PM

13x

Drawn

MN, MK, NM, JF, KL, PS

Checked

38.13 92°36'12" PROPERTY LINE

Scale

1 : 50 Date

DECEMBER 2012

Title

13x

PLAN LEVEL 9,18,24 13x ON 92°36'12"

1 A400

Lx Project No.

11-268

Drawing No.

A215

1x ON 92°37'03"

Ax ON 0°35'

7800

3130

4800

6400

7300

7590

NOTES:

L 1088

Lx ON 182°36'02" 1805

2210

800

38.13 92°37'03"

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

700

PROPERTY LINE

2100

EL 49.30

+ 49.30

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (49.30)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE. 3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

2.134m BYLAWED SETBACK

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

5570

A401

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

C O RN ER

C UT

4. 5m

LEGEND: PROPERTY LINE CEILING TYPE 1

4 7600

825

LINE INDICATES BALCONY BELOW

1525

1825

608

992

400

650

1000

1825

DASHED LINE INDICATES BALCONY ABOVE

1275

600

1300

600

+( 127.810 )

650

1000

650

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE)

2320

800

970

3045

( 127.810 )+

1400

CEILING TYPE 4 75 PINNED INSULATION TYPE 1 TO U/S OF SLAB (C/W A.S.J.)

1980

1800

1980

785

25 SLOPE 1.2%

600

( 127.810 )+

+( 127.810 )

DASHED LINE INDICATES BALCONY ABOVE

( 127.810 )+

+( 127.810 )

3375

1225

25 SLOPE 1.2%

375

25 SLOPE 1.2%

1285

CEILING TYPE 2 2-HR

LINE INDICATES BALCONY BELOW

23905

1980

1850

CEILING TYPE 5 HEATED PLENUM

6 800

600

UNIT 2506

SUITE TYPE 05

SUITE TYPE 06

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 505

A411

890

1299

+( 127.810 )

4690

6190

25 SLOPE 1.2%

1225

( 127.810 )+

EW1 2325

300 CONC - 1HR

1075

145

2465

200 CB - 2HR

1175

22130

17 R UP

6565

A400

NOT FOR CONSTRUCTION

STAIR-01

W7 - 1HR

210 1430

750

1290

W7 - 1HR

625

1118

1710

150 CB - 2HR

70 AcW3

W7 - 1HR

10 575

300 CONC - 2HR

500

1980 480

307

450

D25-SD

1425

EL 127.835

660

17 R

( 127.810 )+

EL 127.835

25-S02

A410

150 CB - 2HR

25-S01

200 CONC - 2HR

300 CONC - 2HR

25-03

D25-SD

D25-S01 17 R DN

1390

D25-S02

250 CONC - 1 HR 1285 900

W7 - 1HR

1150

1775

2425

W2 300 CONC - 2HR

W7 - 1HR

1200

D25-SD

W7 - 1HR 600

6 5 4 3 2 1

ISSUED FOR TP04 REVISED FOR ADDENDUM 01 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

DECEMBER 06, 2013 OCTOBER 22, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

No.

Revisions

Date

W15 - 1 HR

D25-SD

SIM

925

850

A601

25 SLOPE 1.3%

300 CONC - 2HR

SUITE TYPE 07 39.73 182°36'02" PROPERTY LINE

D25-02

W17 - 1 HR ELEC. CLOSET

105 AcW3

HOISTWAY DEPTH

W9 - 1 HR

875 760

CAB 2

STAIR-02

250 CONC - 1 HR

UNIT 2507

250 CONC - 2HR

W17 - 1 HR

1500

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 204

CAB 1

W9 - 1 HR

1265

5900 HOISTWAY WIDTH

200 CB - 2HR

150 CB - 2HR

200 CB - 2HR

25-02 150 CB - 2HR W2

CHUTE

( 127.810 )+ 2495

W7 - 1HR

1115 2960

W7 - 1HR

600

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 203

FIRE EXTINGUISHER (FE)

1690

FIREFIGHTER

300 CONC - 2HR

600

UNIT 2503

1165

125

D25-SD

SUITE TYPE 03

22130

D25-01

EL 127.835 6375

200 CB - 2HR

SIM

A602

220 SLAB

25-01

W9 - 1 HR

1480

39.73 0°35' PROPERTY LINE

LOUVER, REFER TO MECHANICAL DRAWINGS

CORRIDOR

300 CONC - 2HR 1275

1200

1250

W7 - 1HR

300 CONC - 1HR

A401

415

710

680

EW1

D25-SD

680

W7 - 1HR 2395

W7 - 1HR

EW1 W7 - 1HR

W7 - 1HR

W7 - 1HR 1255

575

W7 - 1HR

W9 - 1 HR

575

+( 127.835 )

EW1

W9 - 1 HR

475

D25-SD

750

D25-SD

1800

EW1

300

600

A411

6565

800

625

7530

2110

6590

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 606

650

800

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 504

250 CONC - 1 HR

UNIT 2505

SUITE TYPE 04

250 CONC - 1 HR

UNIT 2504

675

1050

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

A410

2 A601

SIM

575

1200

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

EW2

550

EW2

7600

560

1599

475

775

SUITE TYPE 01

UNIT 2508 SUITE TYPE 08

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 201

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 205

A601

633 10TH AVENUE SW CALGARY, AB

11 800

EW2

526

1980

EW1

1800

600

400

1200

835

575

1800

SIM

A601

600

1800

1230

600

1220

600

900

600

1250

650

1800

1500

1200

750

799

450

SIM ( 127.810 )+

( 127.810 )+

+( 127.810 )

( 127.810 )+

+( 127.810 )

5775

+( 127.810 )

300

25 SLOPE 1.2%

EW2

25 SLOPE 1.2%

1400

6TH AND TENTH

EW2

EW1

FOR DIMENSIONS, PARTITION TYPES AND AREAS REFER TO SUITE 202

UNIT 2501

1900

SUITE TYPE 02

EW1

UNIT 2502

SIM

A601 4740

250 CONC - 1 HR

2500

4475

A601

SIM

1650

1105

900

25734

27699

Date/time printed: 2013-12-11 3:25:24 PM

13x

Drawn

MN, MK, NM, JF, KL, PS

Checked

38.13 92°36'12" PROPERTY LINE

Scale

1 : 50 Date

DECEMBER 2012

Title

13x

PLAN LEVEL 25 13x ON 92°36'12"

1 A400

Lx Project No.

11-268

Drawing No.

A225

1x ON 92°37'03"

Ax ON 0°35'

7800

3130

4800

6400

7300

7590

NOTES:

L 1088

Lx ON 182°36'02" 1805

2210

800

38.13 92°37'03"

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

700

PROPERTY LINE

2100

EL 49.30

+ 49.30

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (49.30)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE. 3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

2.134m BYLAWED SETBACK

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

5570

A401

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

C O RN ER

C UT

4. 5m

LEGEND: PROPERTY LINE CEILING TYPE 1

4 7600

825

5 LINE INDICATES BALCONY BELOW

CEILING TYPE 2 2-HR

LINE INDICATES BALCONY BELOW

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE) 3045

28595

CEILING TYPE 4 75 PINNED INSULATION TYPE 1 TO U/S OF SLAB (C/W A.S.J.)

23905

CEILING TYPE 5 HEATED PLENUM

6 600

6 7

+( 146.050 ) + 146.250

+( 146.050 )

( 146.050 )+ 146.250 + ( 146.050 )+

+ 146.250

( 146.050 )+ 146.250 +

+( 146.050 ) + 146.250

146.050 + 146.250 +

+( 146.050 ) + 146.250

146.250 +

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

7420

610

6565

905 460

70 AcW3

200 CB - 2HR

22130

6565

A400

1300 1700

9860 600 600

No.

Revisions

Date

610

AcW3

1600

W4 AcW3

EW2

915

AcW4

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB. 560

260

7600

CLOSET

1200

KITCHEN

AcW3

750

765

DECEMBER 06, 2013 OCTOBER 22, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

A410

AcW3

680

AcW8

925 515 1015

AcW3

5192

AcW3

W4 856

360

D31-SD 1065

BATHROOM

1095

285

771

1525

1614

AcW4

CLOSET

ISSUED FOR TP04 REVISED FOR ADDENDUM 01 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

AcW4

980 1775

985 795

AcW3

CLOSET

AcW3

ENSUITE

1090

907

AcW4

AcW3

610

AcW3

600

AcW4

1635

6 5 4 3 2 1

W4 AcW3

AcW8

1469

1848

1115

2025 AcW4

BATHROOM

AcW3

915

1595

1600

230

AcW3

1000

W7 - 1HR

230

1595

750

985

W7 - 1HR

1027

1055

1525

70 AcW3

3165

70 AcW3

AcW3

771

300 CONC - 2HR

NOT FOR CONSTRUCTION

A410

LIVING/ DINING

AcW8 70 AcW3

1038

3113

150 CB - 2HR

250 CONC - 2HR

2221

1200

610

2425

18 R

W15 - 1 HR

CLOSET

2198

700

750

AcW4

150 CB - 2HR

19 R

KITCHEN

2552

W9 - 1 HR

W2 D31-SD

31-S02 EL 145.950

CP BEDROOM NO.3

HOISTWAY DEPTH

2960 2465 1040

STAIR-02

1525

150 SM 1615 SF

STAIR-01

EL 145.950 SP

485 835

385

600

380

UNIT PH2 SUITE TYPE PH2

D31-S01 17 R UP

2553

1350

600 635

LINE INDICATES BALCONY BELOW

70 AcW3

31-S01

AcW3

1767

250 CONC - 2HR

300 CONC - 2HR

18 R DN

AcW3

11065

W17 - 2 HR

150 CB - 2HR

A500

CAB 2

CAB 1

D31-S02

2005

A411

5900 HOISTWAY WIDTH

31-02

600

200 CB - 2HR

CHUTE

900

200 CB - 2HR

FIREFIGHTER

300 CONC - 2HR

W7 - 1HR

LIVING/ DINING

200 CB - 2HR

300 SLAB

1260

900

W17 - 1 HR

22130

900

177 SM 1903 SF

31-03

ELEC. CLOSET

70 AcW3

UNIT PH1

1010

250

300 CONC - 2HR

W9 - 1 HR

D31-02

1150

W7 - 1HR

600

39.73 0°35' PROPERTY LINE

125

70 AcW3

SUITE TYPE PH1

EL 145.950

W2 200 CB - 2HR

D31-01

31-01 6375

( 146.050 )+ 146.250 +

CORRIDOR

1400

W9 - 1 HR

125 475

150 CB - 2HR

1225

600

550

( 146.050 )+ 146.250 +

W7 - 1HR

LOUVER, REFER TO MECHANICAL DRAWINGS

1115

W7 - 1HR

300 300

EW1

625

250

W8 185

A401

255

575

1370

EW1

+( 146.050 ) + 146.250

1005

39.73 182°36'02" PROPERTY LINE

1020

AcW3

1800

215

760

+ 146.250

1800 380

1165

1875

AcW3

815

EW1

+( 146.050 ) 600

2335 +( 146.050 ) + 146.250

EW1

A602

900

+( 146.050 ) + 146.250

3540 ( 146.050 )+ 146.250 +

1750

100 SLOPE 3.3%

( 146.050 )+ 146.250 +

FIRE EXTINGUISHER (FE)

1150

AD ( 145.950 )

4690

100 SLOPE 4.7%

AD ( 145.950 )

100 SLOPE 1.3%

LINE INDICATES BALCONY BELOW

100 SLOPE 4.1%

7530

100 SLOPE 1.7%

2290

900

100 SLOPE 1.4%

100 SLOPE 4.7%

355 6590

RIDGE ( 146.050

1010

100 SLOPE 3.3%

A411

AcW3 680

871

A601

MASTER BEDROOM

SIM 4740

AcW4

AcW3

ENSUITE 1715

WALK-IN CLOSET

1070

6TH AND TENTH

AcW3

EW1

455

900

800

A601

EW2

525

600

1200

600

1200

410

SIM 1980

EW1 1800

1460

1800

650

480

1055

300 300

1335

1800

660

850

300

+( 145.925 )

600

1100

1800

1200

1050

800

1 A601

SIM

450

+( 145.925 )

( 145.925 )+ 5775

( 145.925 )+

1900

25 SLOPE 1.2%

EW2

25 SLOPE 1.2%

633 10TH AVENUE SW CALGARY, AB

800

EW2

AcW3

285

EW2

3468

AcW3

985

EW1

680

530 1400

771

BEDROOM NO.2

AcW3

W15 - 1 HR

BEDROOM NO.2

3275

1200 4475

1654 MASTER BEDROOM

1495

AcW3

WALK-IN CLOSET

700

900 25735

Date/time printed: 2013-12-11 3:26:21 PM

13x

Drawn

MN, MK, NM, JF, KL, PS

Checked

38.13 92°36'12" PROPERTY LINE

Scale

1 : 50 Date

DECEMBER 2012

Title

13x

PLAN LEVEL 31 PENTHOUSE 13x ON 92°36'12"

1 A400

Lx Project No.

11-268

Drawing No.

A230

1x ON 92°37'03"

Ax ON 0°35'

7800

3130

4800

6400

7300

7590

NOTES:

L 1088

Lx ON 182°36'02" 1805

2210

800

38.13 92°37'03"

1. ALL FLOOR ELEVATIONS INDICATED AS REFER TO TOP OF CONCRETE.

700

PROPERTY LINE

2100

EL 49.30

+ 49.30

GEODETIC TOP OF FINISHED GRADE ELEVATION OR TOP OF ROOF SURFACE

+ (49.30)

GEODETIC TOP OF STRUCTURAL SLAB BELOW

2. CONCRETE COLUMNS ARE DIMENSIONED TO THEIR CENTRELINE UNLESS NOTED OTHERWISE. 3. READ DRAWINGS IN CONJUNCTION WITH INTERIOR DESIGN DRAWINGS COORDINATE.

2.134m BYLAWED SETBACK

4. SEE ALSO MECHANICAL FOR LOCATIONS OF FIRE RATED ENCLOSURES. PROVIDE 2HR RATED ENCLOSURE AS PER DETAIL __-___.

5570

A401

5. ROOF ANCHORING SYSTEM TO BE DESIGNED BY A REGISTERED ENGINEER. ANCHOR DESIGN TO FORM PART OF THE PERMIT SUBMISSION AT A LATER DATE AS REVISED CONSULTANT DRAWINGS OR TRADE SUPPLIED SHOP DRAWINGS.

C O RN ER

C UT

4. 5m

LEGEND: PROPERTY LINE CEILING TYPE 1

4 7600

825

CEILING TYPE 2 2-HR

3045

CEILING TYPE 3 (REFER ALSO TO ACOUSTIC REPORT AND CEILING SCHEDULE) CEILING TYPE 4 75 PINNED INSULATION TYPE 1 TO U/S OF SLAB (C/W A.S.J.) CEILING TYPE 5 HEATED PLENUM

6 600

6 7

PATTERN DENOTES BEAM, COLUMN CAPITAL OR THICKENED SLAB, REFER ALSO TO STRUCTURAL DRAWINGS

7 LINE INDICATES TERRACE BELOW

LINE INDICATES TERRACE BELOW

2 A411

6565

LINE INDICATES TERRACE BELOW

4690

26100 15036

175

2056

2148

2204

175

2203

1965

300

EL 149.235

250 CONC - 2HR

D32-S02

19 R DN

2230

250 CONC - 2HR

2143

( 150.200 )+ ( 150.200 )+

+( 150.200 )

150 CB

( 150.200 )+

2260

50 S 1.1%

1665

300

2148

7 A602

100 SLOPE 2.6%

100 SLOPE 2.4%

( 150.200 )+

+( 150.200 )

1015

6565

A400

( 150.200 )+

Revisions

Date

2148

+( 150.200 ) ( 150.200 )+

2148

100 SLOPE 1.5%

100 SLOPE 2.4%

175

D32-03

7600

250

2148

AD ( 150.100 ) 2135 100 SLOPE 4.3%

+( 150.200 )

2148

1915

100 SLOPE 4.3%

AD ( 150.100 ) 650 PREFINISHED METAL FLASHING

2148

No.

2204

2303

9 A602

6TH AND TENTH

PREFINISHED METAL FLASHING

633 10TH AVENUE SW CALGARY, AB

( 150.200 )+

+( 150.200 )

( 150.200 )+ +( 150.200 )

( 150.200 )+ ( 150.200 )+

+( 150.200 )

+( 150.200 ) 800

A602

2218

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

100 SLOPE 4.8%

100 SLOPE 2.0%

175

( 150.200 )+ +( 150.200 )

( 150.200 )+

RIDGE ( 150.200 )

2056

EW7

+( 150.200 )

1915

2056

AD ( 150.100 )

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

100 SLOPE 5.5%

2056

350 D32-02

250

100 SLOPE 5.5%

1965

EW7 ( 150.200 )+

( 150.200 )+

RIDGE ( 150.200 )

+( 150.200 )

400

150 CB

RIDGE ( 150.200 )

+( 150.200 )

370

5 4 3 2 1

A410

2143

32-01

FLOATING SLAB

A500

100 SLOPE 3.7%

2470

3020

50 S 5.2%

MECHANICAL PENTHOUSE

50 S 1.4%

LOUVER, REFER TO MECHANICAL DRAWINGS

RIDGE ( 150.350 )

1425

2220

LOUVER, REFER TO MECHANICAL DRAWINGS

3500

9586

3500

RIDGE ( 150.350 )

3475

1015

50 S 4.1%

2143 175

+( 150.200 )

( 150.200 )+ 2143

1055

EL 150.100 1465

380

( 150.200 )+ ( 150.200 )+

10 RIDGE ( 150.200 )

+( 150.200 )

250 250

+( 150.200 )

NOT FOR CONSTRUCTION

CEILING TYPE 2 - 2HR

AD ( 150.300 )

+( 150.200 )

2143

PREFINISHED METAL FLASHING

150 CB

32-05

200 CB

200

D32-05

VESTIBULE 7R DN

200 CB - 2HR

200 CONC - 2HR

39.73 182°36'02" PROPERTY LINE

1810

605

150 CB

2700

1100

2143

100 SLOPE 2.3%

125 14 R UP

50 S 1.4%

1300

150 CB

325

100 SLOPE 3.5%

2535

CURB BELOW UNIT, REFER TO MECHANICAL AND STRUCTURAL DRAWINGS

536

125 1300

200 CB - 2HR

D32-S02.1

510

150 CB 300 CONC - 2HR

1710

2395

100 SLOPE 6.4%

150 CB 1525

300 CONC - 2HR

150 CB

AD ( 150.300 ) 50 S 2.2%

CEILING TYPE 2 - 2HR

100 SLOPE 3.5%

+( 150.200 )

50 S 2.8%

3309

EL 151.656

AD ( 150.100 )

250 CONC - 2HR

AD ( 150.300 )

50 S 3.3%

150 CB

200 CB - 2HR

D32-06

EL 151.656

50 S 2.1%

300 300

150 CB 1655

EL 150.100

32-03

32-04

3855

1300

705

100 SLOPE 2.3%

150 CB

200 CB - 2HR

300 CONC - 2HR

32-S02 ELEVATOR MACHINE ROOM

( 150.200 )+

D32-01

200 CB - 2HR

( 150.200 )+

+( 150.200 )

32-02

STAIR-02

VESTIBULE

+( 150.200 )

VESTIBULE

5R UP

4600

100 SLOPE 1.6%

300 CONC - 2HR

150 CB AD ( 150.100 )

2143

150 CB

2625

150 CB

50 S 2.0%

150 CB

AD ( 150.300 )

150

A411 536

150 CB

50 S 2.8 %

RIDGE ( 150.350 )

150

300 1150

500

2143

1015

1765

2143 2143

11065

AD ( 150.300 )

550

D32-07

540

100 SLOPE 3.1%

200

200 CB - 2HR

50 S 2.6%

100 SLOPE 3.4%

150 CB

625

50 S 2.0%

175

1800

150 CB

D32-04

CURB BELOW UNIT, REFER TO MECHANICAL AND STRUCTURAL DRAWINGS

RIDGE ( 150.350 )

150 CB 250

150 CB

PREFINISHED METAL FLASHING

EW7 575

EW7

575

( 150.200 )+ ( 150.200 )+

+( 150.200 )

39.73 0°35' PROPERTY LINE

( 150.200 )+

+( 150.200 )

( 150.200 )+ 100 S 3.5%

+( 150.100 )

EW7

9 A401

370

175

380

2442

375

175

375

LINE INDICATES BALCONY BELOW

5775

Date/time printed: 2013-12-11 3:26:28 PM

13x

Drawn

MN, MK, NM, JF, KL, PS

Checked

38.13 92°36'12" PROPERTY LINE

Scale

1 : 50 Date

DECEMBER 2012

Title

13x

13x ON 92°36'12"

PLAN LEVEL 32 MECHANICAL PENTHOUSE

1 A400

Lx Project No.

11-268

Drawing No.

A231

MATERIALS LEGEND: 6mm ANNEALED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 1

GL 1a 6mm ANNEALED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY

13x 6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 2

1088

7590

7300 700

6400

4800 800

3130 2210

7800

5570

1805

7600

2100

825

6565 3045

600

6565

7600

GL 2a 6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY

5775

4690

800

156.300 TOP OF SLAB

ROOF

6200

TOP OF SLAB

GL 9

SPRINKLERED 6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

MT 1

METAL PANEL PAINTED PT-1 TO MATCH EXTERIOR WINDOW WALL

PT 1

PAINT TYPE 1

PC 1

PRECAST CONCRETE

GR 1

GREEN WALL

EIF 1

EXTERIOR INSULATION FINISH SYSTEM

AL 1

PREFINISHED ALUMINUM

AL 2

PREFINISHED ALUMINUM

CF 1

CONCRETE FINISH

AC 1

ARCHITECTURAL CONCRETE

WD 1

WOOD PANEL

ROOF

LEVEL 32 (MECHANICAL PH)

LEVEL 31 (PH)

3240

LEVEL 31 (PH)

3240

142.710 TOP OF SLAB

LEVEL 30

2975

TOP OF SLAB

139.735

139.735 TOP OF SLAB

LEVEL 29

2975

TOP OF SLAB

136.760

136.760 TOP OF SLAB

LEVEL 28

A409

A407

133.785

133.785 TOP OF SLAB

LEVEL 27

2975

TOP OF SLAB

LEVEL 28

2975

TOP OF SLAB

130.810

130.810 TOP OF SLAB

LEVEL 26

2975

TOP OF SLAB

127.835

127.835 TOP OF SLAB

LEVEL 25

2975

TOP OF SLAB

124.860

124.860 TOP OF SLAB

LEVEL 24

2975

TOP OF SLAB

121.885

121.885 TOP OF SLAB

LEVEL 23

2975

TOP OF SLAB

118.910 LEVEL 22

TOP OF SLAB

LEVEL 21

TOP OF SLAB

LEVEL 20

118.910 TOP OF SLAB

LEVEL 22

TOP OF SLAB

LEVEL 21

TOP OF SLAB

LEVEL 20

3240

TOP OF SLAB

115.670

2975

115.670

112.695

2975

112.695

109.720

109.720 TOP OF SLAB

LEVEL 19

2975

TOP OF SLAB

106.745

106.745 TOP OF SLAB

LEVEL 18

2975

TOP OF SLAB

103.770

103.770 TOP OF SLAB

LEVEL 17

97.555

100800

100.530 TOP OF SLAB

NOT FOR CONSTRUCTION

97.555 TOP OF SLAB

LEVEL 15

LEVEL 16

LEVEL 15

2975

TOP OF SLAB

BUILDING HEIGHT

100800

LEVEL 16

2975

100.530 TOP OF SLAB

BUILDING HEIGHT

100800

BUILDING HEIGHT

3240

TOP OF SLAB

2975

6mm FROSTED TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

145.950

142.710

PROPERTY LINE

GL 8

4150

LEVEL 32 (MECHANICAL PH)

4150

TOP OF SLAB

PROPERTY LINE

6mm EXTERIOR SPANDREL GLASS, SINGLE GLAZED

150.100 TOP OF SLAB

145.950

94.580 TOP OF SLAB

LEVEL 14

2975

GL 5

156.300

150.100 TOP OF SLAB

8mm TEMPERED GLASS AS REQUIRED TO SUIT DESIGN LOADS OF A GUARDRAIL

6200

TOP OF SLAB

GL 3

A409

A407

91.605 TOP OF SLAB

LEVEL 13

2975

88.630

88.630 TOP OF SLAB

LEVEL 12

3240

TOP OF SLAB

85.390

85.390 TOP OF SLAB

LEVEL 11

2975

TOP OF SLAB

82.415

5 4 3 2 1

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

No.

Revisions

Date

82.415 TOP OF SLAB

LEVEL 10

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

2975

TOP OF SLAB

79.440

79.440 TOP OF SLAB

LEVEL 9

2975

TOP OF SLAB

76.465

76.465 TOP OF SLAB

LEVEL 8

2975

TOP OF SLAB

73.490

73.490 TOP OF SLAB

LEVEL 7

3240

TOP OF SLAB

70.250 LEVEL 6

TOP OF SLAB

LEVEL 5

TOP OF SLAB

LEVEL 6

TOP OF SLAB

LEVEL 5

633 10TH AVENUE SW CALGARY, AB

3240

TOP OF SLAB

6TH AND TENTH

70.250

67.010

3240

67.010

63.770

63.770 TOP OF SLAB

LEVEL 4

2975

TOP OF SLAB

60.795

60.795 TOP OF SLAB

LEVEL 3

2975

TOP OF SLAB

57.820

57.820 TOP OF SLAB

LEVEL 2

4450

TOP OF SLAB

53.370 TOP OF SLAB

MEZZANINE

Drawn

4070

MN, MK, NM, JF, KL, PS 4070

Date/time printed: 2013-12-11 3:27:31 PM

LEVEL 13

2975

TOP OF SLAB

91.605

Checked

ET 49.300 TOP OF SLAB

ENTRANCE

2 A401

NORTH ELEVATION REF. A206

49.300

LEVEL 1

ENTRANCE

EXIT

TOP OF SLAB

EXIT

A406

A408

1 A401

WEST ELEVATION REF. A206

LEVEL 1

Scale

1 : 150 Date

DECEMBER 2012

Title

NORTH AND WEST ELEVATION

Project No.

11-268

Drawing No.

A401

MATERIALS LEGEND: 6mm ANNEALED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 1

GL 1a 6mm ANNEALED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY 6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 2

GL 2a 6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS, GROUND FLOOR ONLY

13x

3 4

A433

GL 3

8mm TEMPERED GLASS AS REQUIRED TO SUIT DESIGN LOADS OF A GUARDRAIL

GL 5

6mm EXTERIOR SPANDREL GLASS, SINGLE GLAZED

GL 8

6mm FROSTED TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

GL 9

SPRINKLERED 6mm TEMPERED GLASS, ARGON GAS FILLED DOUBLE GLAZED UNITS

MT 1

METAL PANEL PAINTED PT-1 TO MATCH EXTERIOR WINDOW WALL

PT 1

PAINT TYPE 1

PC 1

PRECAST CONCRETE

GR 1

GREEN WALL

EIF 1

EXTERIOR INSULATION FINISH SYSTEM

AL 1

PREFINISHED ALUMINUM

AL 2

PREFINISHED ALUMINUM

CF 1

CONCRETE FINISH

AC 1

ARCHITECTURAL CONCRETE

WD 1

WOOD PANEL

A433

PROPERTY LINE

156.300 TOP OF SLAB

150.100

150.100 TOP OF SLAB

145.950

145.950 TOP OF SLAB

LEVEL 31 (PH)

3240

LEVEL 31 (PH)

3240

TOP OF SLAB

142.710

142.710 TOP OF SLAB

LEVEL 30

2975

TOP OF SLAB

139.735

TOP OF SLAB

LEVEL 28

139.735 LEVEL 29

TOP OF SLAB

LEVEL 28

2975

136.760

133.785

TOP OF SLAB

LEVEL 26

133.785 TOP OF SLAB

LEVEL 27

TOP OF SLAB

LEVEL 26

2975

LEVEL 27

2975

TOP OF SLAB

130.810 2975

2975

130.810

127.835

127.835 TOP OF SLAB

LEVEL 25

2975

TOP OF SLAB

124.860 LEVEL 24 121.885 TOP OF SLAB

LEVEL 23 118.910

TOP OF SLAB

LEVEL 22

3240

LEVEL 22

3240

TOP OF SLAB

LEVEL 24 121.885

2975

TOP OF SLAB

LEVEL 25 124.860

TOP OF SLAB 2975

2975

TOP OF SLAB

LEVEL 30

TOP OF SLAB 2975

LEVEL 29

2975

TOP OF SLAB

136.760

115.670

115.670 TOP OF SLAB

LEVEL 21

2975

TOP OF SLAB

112.695

TOP OF SLAB

LEVEL 19

112.695 LEVEL 20

TOP OF SLAB

LEVEL 19

2975

109.720

106.745

TOP OF SLAB

LEVEL 17

106.745 TOP OF SLAB

LEVEL 18

TOP OF SLAB

LEVEL 17

2975

LEVEL 18

2975

TOP OF SLAB

97.555

100800

LEVEL 15

BUILDING HEIGHT

3240 TOP OF SLAB

2975

LEVEL 16

100.530 TOP OF SLAB

LEVEL 16

TOP OF SLAB

LEVEL 15

97.555

2975

BUILDING HEIGHT

103.770

100.530

2975

100800

3240

103.770

TOP OF SLAB

94.580

TOP OF SLAB

LEVEL 13

94.580 TOP OF SLAB

LEVEL 14

TOP OF SLAB

LEVEL 13

2975

LEVEL 14

2975

TOP OF SLAB

91.605 2975

2975

91.605

88.630

88.630 TOP OF SLAB

LEVEL 12

3240

LEVEL 12

3240

TOP OF SLAB

LEVEL 21

TOP OF SLAB 2975

LEVEL 20

2975

TOP OF SLAB

109.720

2975

LEVEL 32 (MECHANICAL PH)

4150

LEVEL 32 (MECHANICAL PH)

4150

TOP OF SLAB

ROOF

6200

PROPERTY LINE

ROOF PROPERTY LINE

TOP OF SLAB

156.300

6200

PROPERTY LINE

A433

85.390

85.390 TOP OF SLAB

LEVEL 11

2975

TOP OF SLAB

82.415 LEVEL 10 79.440 LEVEL 9 76.465 TOP OF SLAB

LEVEL 8 73.490

TOP OF SLAB

LEVEL 7

3240

LEVEL 7

3240

TOP OF SLAB

LEVEL 9 76.465

2975

TOP OF SLAB

LEVEL 10 79.440

TOP OF SLAB 2975

2975

TOP OF SLAB

70.250

70.250 TOP OF SLAB

LEVEL 6

3240

LEVEL 6

3240

TOP OF SLAB

67.010 TOP OF SLAB

LEVEL 5

3240

LEVEL 5 63.770

63.770 TOP OF SLAB

LEVEL 4

2975

TOP OF SLAB

60.795 TOP OF SLAB

LEVEL 3 57.820

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02 ISSUED FOR TP01

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013 MARCH 22, 2013

No.

Revisions

Date

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

LEVEL 3 57.820

TOP OF SLAB

LEVEL 2

4450

LEVEL 2

4450

TOP OF SLAB

LEVEL 4 60.795

2975

TOP OF SLAB

5 4 3 2 1

67.010

3240

TOP OF SLAB

NOT FOR CONSTRUCTION

82.415 TOP OF SLAB 2975

2975

TOP OF SLAB

LEVEL 11

53.370

TOP OF SLAB

LEVEL 1

TOP OF SLAB

MEZZANINE

TOP OF SLAB

LEVEL 1

4070

MEZZANINE

53.370

4070

TOP OF SLAB

49.300

6TH AND TENTH

5235

49.300

44.065 ELEVATOR LOBBY TOP OF SLAB

LEVEL P1

2880

ELEVATOR LOBBY TOP OF SLAB

41.185

ELEVATOR LOBBY TOP OF SLAB

LEVEL P3

ELEVATOR LOBBY TOP OF SLAB

35.425 2880

2880

LEVEL P4

LEVEL P5

2880

LEVEL P4 32.545

ELEVATOR LOBBY TOP OF SLAB

29.665 ELEVATOR LOBBY TOP OF SLAB

LEVEL P3 35.425

ELEVATOR LOBBY TOP OF SLAB

32.545 ELEVATOR LOBBY TOP OF SLAB

LEVEL P2 38.305

ELEVATOR LOBBY TOP OF SLAB 2880

2880

38.305

ELEVATOR LOBBY TOP OF SLAB

LEVEL P1 41.185

2880

LEVEL P2

2880

ELEVATOR LOBBY TOP OF SLAB

633 10TH AVENUE SW CALGARY, AB

44.065

LEVEL P5 29.665

ELEVATOR LOBBY TOP OF SLAB

LEVEL P6

Date/time printed: 2013-12-11 3:28:38 PM

Drawn

MN, MK, NM, JF, KL, PS Checked

Scale

1 : 200 Date

DECEMBER 2012

Title

BUILDING SECTION 1 AND 2

2 A411

SECTION 1 REF. A200

1 A411

SECTION 2 REF. A200

Project No.

11-268

Drawing No.

A411

1088

TYPICAL EIFS ASSEMBLY CONCRETE BACK UP: CONCRETE WALL A/V BARRIER TYPE WP-1 125 RIGID INSULATION TYPE 2 STUCCO FINISH

TYPICAL TERRACE ASSEMBLY 38 PRECAST CONCRETE PAVERS W/ PEDESTALS FILTER FABRIC 150 RIGID INSULATION TYPE 2 PROTECTION BOARD A/V BARRIER TYPE WP-1 POURED CONCRETE FLOOR, REFER ALSO TO STRUCTURAL

57.820 TOP OF SLAB

LEVEL 2

100 SEMI-RIGID INSULATION TYPE 1 ON A/V BARRIER TYPE WP-2 ON 190 CONCRETE MASONRY UNIT

L HANGER, REFER TO STRUCTURAL DRAWINGS

L HANGER REFER TO STRUCTURAL DRAWINGS

L-BRACING, REFER TO STRUCTURAL DRAWINGS

L-BRACING REFER ALSO TO STRUCTURAL DRAWINGS

LOUVER, REFER TO MECHANICAL DRAWINGS

LEVEL 2 57.470

CONCRETE BEAM, REFER TO STRUCTURAL DRAWINGS

4450

100 SEMI-RIGID INSULATION TYPE 1 ON A/V BARRIER TYPE WP-2 ON 190 CONCRETE MASONRY UNIT

57.820 TOP OF SLAB

4450

75 PINNED SEMI-RIGID INSULATION TYPE 1

3180

75 PINNED SEMI-RIGID INSULATION TYPE 1

TYPICAL TERRACE ASSEMBLY 38 PRECAST CONCRETE PAVERS W/ PEDESTALS FILTER FABRIC 150 RIGID INSULATION TYPE 2 PROTECTION BOARD A/V BARRIER TYPE WP-1 POURED CONCRETE FLOOR, REFER TO STRUCTURAL DRAWINGS

57.820 TOP OF SLAB

TYPICAL EIFS ASSEMBLY - STUD BACK UP: 152 STRUCTURAL METAL STUDS 13 EXTERIOR GRADE SHEATHING A/V BARRIER 125 RIGID INSULATION TYPE 2 STUCCO FINISH

SIM

CONTINUOUS BENT PLATE, REFER TO STRUCTURAL DRAWINGS

TYPICAL FIRE-RATED EIFS ASSEMBLY STUD BACK UP 13 GYPSUM WALL BOARD 202 STRUCTURAL METAL STUDS 13 EXTERIOR GRADE SHEATHING A/V BARRIER 125 SEMI-RIGID INSULATION TYPE 1 STUCCO FINISH

CONTINUOUS BENT PLATE REFER ALSO TO STRUCTURAL DRAWINGS

HSS BEAM, REFER TO STRUCTURAL DRAWINGS

54.640

TYPICAL PRECAST CONCRETE ASSEMBLY STUD BACK UP 125 PRECAST CONCRETE 100 SEMI-RIGID INSULATION C/W FOIL BACK TYPE 1A 202 METAL STUD 13 GYPSUM WALL BOARD

54.640

U/S SOFFIT

TYPICAL EIFS ASSEMBLY - CMU BACK UP (BEYOND) STUCCO FINISH 125 RIGID INSULATION TYPE 2 A/V BARRIER 190 CONCRETE MASONRY UNIT

U/S SOFFIT 4 A613

2 A613 HSS COLUMN BEYOND, REFER ALSO TO STRUCTURAL DRAWINGS

1270

TYPICAL TERRACE ASSEMBLY 38 PRECAST CONCRETE PAVERS W/ PEDESTALS FILTER FABRIC 150 RIGID INSUL. TYPE 2 PROTECTION BOARD A/V BARRIER TYPE WP-1 POURED CONCRETE FLOOR, REFER ALSO TO STRUCT.

57.820 TOP OF SLAB

TYPICAL EIFS ASSEMBLY - STUD BACK UP: 152 STRUCTURAL METAL STUDS 13 EXTERIOR GRADE SHEATHING A/V BARRIER 125 RIGID INSULATION TYPE 2 STUCCO FINISH

A610

TYPICAL PRECAST CONCRETE ASSEMBLY - CONCRETE BACK UP: CONCRETE WALL A/V BARRIER TYPE WP-2 100 SEMI-RIGID INSULATION TYPE 1 125 PRECAST CONCRETE

1400

TYPICAL TERRACE ASSEMBLY 38 PRECAST CONCRETE PAVERS W/ PEDESTALS FILTER FABRIC 150 RIGID INSULATION TYPE 2 PROTECTION BOARD A/V BARRIER TYPE WP-1 POURED CONCRETE FLOOR, REFER TO STRUCTURAL DRAWINGS

TYPICAL FIRE-RATED EIFS ASSEMBLY - CONCRETE BACKUP STUCCO FINISH 125 SEMI-RIGID INSULATION TYPE 1 A/V BARRIER CONCRETE WALL

1400

TYPICAL EIFS ASSEMBLY CONCRETE BACK UP: STUCCO FINISH 125 RIGID INSULATION TYPE 2 A/V BARRIER CONCRETE WALL

825

STEEL PLATE, REFER TO STRUCTURAL DRAWINGS

CHANNEL BEYOND, REFER ALSO STRUCTURAL DRAWINGS

METAL SOFFIT PANELS

NOT FOR CONSTRUCTION

EIFS WALL BEYOND

53.370 TOP OF SLAB

MEZZANINE TYPICAL EIFS ASSEMBLY - CMU BACK UP STUCCO FINISH 125 RIGID INSULATION TYPE 2 A/V BARRIER 190 CONCRETE MASONRY UNIT

53.370 TOP OF SLAB

MEZZANINE

53.370 TOP OF SLAB

MEZZANINE

1022

HSS BEAM, REFER TO STRUCTURAL DRAWINGS

HSS BEYOND REFER ALSO TO STRUCTURAL DRAWINGS TYPICAL PRECAST CONCRETE ASSEMBLY â&#x20AC;&#x201C; CMU BACK UP 125 PRECAST CONCRETE 100 SEMI-RIGID INSULATION TYPE 1 A/V BARRIER TYPE WP-2 190 CONCRETE MASONRY UNIT WALL ASSEMBLY, REFER TO ARCHITECTURAL FLOOR PLANS HSS BEAM REFER ALSO TO STRUCTURAL DRAWINGS

LINE OF PRECAST CONCRETE WALL RETURN BEYOND

DECEMBER 06, 2013 SEPTEMBER 18, 2013 AUGUST 01, 2013 JULY 05, 2013

No.

Revisions

Date

CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.

4070

3920

4070

ISSUED FOR TP04 ISSUED FOR TP03 ISSUED FOR PERMIT ISSUED FOR TP02

HSS BEAM, REFER TO STRUCTURAL DRAWINGS

STEEL PLATE, REFER TO STRUCTURAL DRAWINGS

4 3 2 1

TYPICAL INSULATED OVERHEAD DOOR AND TRACK ASSEMBLY FASTENED TO GALVANIZED STEEL PAINTED PT-1 3048

LINE OF PRECAST CONCRETE BEYOND

TYPICAL CURTAIN WALL GLAZED DOOR

TYPICAL INSULATED OVERHEAD DOOR AND TRACK ASSEMBLY FASTENED TO GALVANIZED STEEL PAINTED PT-1

6TH AND TENTH

REFER TO LANDSCAPE DRAWINGS 75 SLAB DEPRESSION W/ HEATING CABLES IN TRAFFIC TOPPING, REFER TO MECHANICAL DRAWINGS

2982

633 10TH AVENUE SW CALGARY, AB

75 CONCRETE TOPPING 75 CONCRETE TOPPING

EL 49.100

EL 49.000

49.300 TOP OF SLAB

2.6%

EL 49.270

49.300

2.0%

TOP OF SLAB

LEVEL 1

GRADE

150

EL 49.000 EL 49.100

49.300 TOP OF SLAB

LEVEL 1

49.300 TOP OF SLAB

LEVEL 1

100 SEMI-RIGID INSULATION TYPE 1 AFFIXED TO U/S OF CONCRETE SLAB

1200

100 SEMI-RIGID INSULATION TYPE 1 AFFIXED TO U/S OF CONCRETE SLAB, TO EXTEND MIN 1200 BEYOND PERMIETER

LEVEL 1

100 SEMI-RIGID INSULATION TYPE 1 AFFIXED TO U/S OF CONCRETE SLAB

1200

Date/time printed: 2013-12-11 3:29:28 PM

Drawn

MN, MK, NM, JF, KL, PS Checked

Scale

1 : 20 Date

DECEMBER 2012

Title

WALL SECTIONS

4 A430

SECTION REF. A404

3 A430

SECTION REF. A404

2 A430

SECTION REF. A402

1 A430

SECTION REF. A406

Project No.

11-268

Drawing No.

A430

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

500 DUPONT ST TORONTO ON 15−123

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

DATE/TIME PRODUCED: 16/05/2016 10:59:52 AM

COVER

A001

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

4471

8339

9000

7600

H 5672

758

53840

A410

500 DUPONT ST

C35

C34

C33

C32

C31

C30

C29

15 RESIDENT BICYCLE SPACES 551 SF 51 SM

C28

287

BUILDING STORAGE

5600

6408

INTAKE

1563

2600

15−123

600

TYP (15 VERTICAL)

500

C27 5600

2600

TYP. C26

TYP.

8352

oh door

CM 8200

TYP

1200

296

TORONTO ON

C25

3 R7

9000

RESIDENTIAL PARKING SPACES

7.5% 15%

15%

C24

COMMERCIAL PARKING SPACES C23

53982

R10

R11

EL −3.850

VESTIBULE

ELEVATOR LOBBY

C22

C15

A411

(10 VERTICALS +38 STACKERS) TYP

1996

86 RESIDENTIAL BIKE 1100 STORAGE 1,346 SF 125 SM

TYP

1800

1250

600

STAIR−A

1997

TYP

1200

9000

C21

C14

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

600 TYP C20

C13 EL −3.850

R12

R18

turn around

R19

CS2

C19

C12

SUMMARY

5 6245

6148

6008

C11

R14

R20

CS1

C10

R15

R21

C18

C17

STAIR−B C1

R17

LEVEL P1

NUMBER OF VISITOR BICYCLE SPACES = 0 NUMBER OF RETAIL BICYCLE SPACES = 0

7 4700

30,794 ft²

VESTIBULE

6050

R22 CM

GFA = 2,861 m² NUMBER OF RESIDENTIAL PARKING SPACES = 22

1 : 300

725

7400

R16

30,794 ft²

NUMBER OF RESIDENT BICYCLE SPACES = 101

VESTIBULE

GCA = 2,861 m²

NUMBER OF COMMERCIAL PARKING SPACES = 33

1360

9000

R13

FIRE PUMP ROOM OPEN TO BELOW

MECHANICAL ROOM

STORM WATER VAULT

COMM. ROOM

ELEVATOR LOBBY C16 EXHAUST

DATE/TIME PRODUCED: 16/05/2016 11:00:20 AM

A201

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

GENERAL NOTES

4471

8339

9000

7600

5672

1. THE LOADING FACILITY MUST CONFORM TO: −DESIGN CODE (O.B.C) −DESIGN LOAD −IMPACT FACTOR − 5% FOR MAX. VEHICULAR SPEEDS TO 15 Km/h AND 30% FOR HIGHER SPEEDS

758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) 53840 X

2. TYPE G LOADING PAD CAN BE USED BY BOTH RESIDENTIAL AND COMMERCIAL OCCUPANCIES AND THEIR COLLECTION DAYS WILL BE SCHEDULED TO BE ON OPPOSITE DAYS.

5500 A410

HAMMOND PL

EXIT

A LEVEL (2%) OF 8 INCHES REINFORCED CONCRETE WILL BE PROVIDED AT LOADING SPACE. (4M WIDTH 13M LONG)

49842

CL 296

PROPERTY LINE

+ 0.587 STORAGE 276 SF 26 SM

6408

A403

2500 SETBACK

6100

4000

53840

STORAGE 625 SF 58 SM

EL 0.600

A LEVEL (2%) OF 8 INCHES REINFORCED CONCRETE WILL BE PROVIDED AT LOADING SPACE. 4M WIDTH 13M LONG

18501 11000 TYPE ’B’ 3500x11000 LOADING SPACE

8200

+ 0.509

EL 0.500

13000 4000

ENTRANCE

9966

3500

EL 0.150

LOADING 2,323 SF 216 SM

TYPE ’B/G’ 4000x13000 LOADING SPACE

STORAGE 1,326 SF 123 SM

TRANED ON−SITE STAFF MEMBER TO BE AVAILABLE TO MANEUVER BINS FOR THE GARBAGE COLLECTION DRIVER AND ACT AS A FLAGMAN WHEN THE TRUCK IS REVERSING; AND CONSTRUCT THE TYPE ’G’ LOADING SPACE AND ALL DRIVEWAYS AND PASSAGEWAYS PROVIDING ACCESS THERETO THE REQUIREMENTS OF THE BUILDING CODE, INCLUDING ALLOWANCE FOR CITY OF TORONTO BULK LIFT WITH IMPACT FACTORS WHERE THEY ARE TO BE BUILT AS SUPPORTING STRUCTURES;FLOOR STRUCTURE TO BE MINIMUM 200 MM REINFORCED CONCRETE.W/MAX +/− 2% SLOPE. ALL ACCESS DRIVEWAYS AND LANES THAT ARE TO BE USED BY THE COLLECTION VEHICLE WILL BE LEVEL (+/− 8%), AT LEAST 4.5 METERS WIDE AND 6 METERS WIDE AT ENTRANCE AND EXITS AND WILL HAVE A MINIMUM OVERHEAD TRAVELLING CLEARANCE OF 4.4 METERS INCLUDING WHEN TRAVELLING THROUGH OVERHEAD DOORS.

2200

N 16° 02’ 00" E

ALL OTHER AREAS TO BE MINIMUM 4.4 M CLEAR TYP.

53708

TYP

1800

A411

EL 0.000 49908

1830

SERVICE CORRIDOR

(15 HORIZONTAL) MAIL

CACF

PROPERTY LINE

ENTRANCE

LINE INDICATES MEZZANINE ABOVE

STORAGE 64 SF 6 SM

LOBBY 1,617 SF 150 SM

VESTIBULE

PROPERTY LINE

6.1 M MINIMUM CLEARANCE WILL BE PROVIDED.

53700

1800

54020

TYP

1500 LANE WIDENING

50182 54004

9000

ENTRANCE

+ 0.370 600

15 VISITOR BICYCLE SPACES 487 SF 45 SM

MOVE−IN ROOM

EL 0.150

7.5%

TYP

N 15° 58’ 40" E

9000

A400

EL 0.150

19,244 ft²

ELEVATOR LOBBY

LINE INDICATES MEZZANINE ABOVE

811

1500 1500

4500

53900 N 73° 11’ 10" E ENTRANCE

8 RETAIL BICYCLE SPACES

A401 47836

53893

ENTRANCE 8 RETAIL BICYCLE SPACES

EXTENT OF FLOOR ABOVE

ENTRANCE

EXIT

6000 SIDEWALK

PROPERTY LINE

TO EDGE OF CURB

1200

+ 0.150

+ 0.180

3000

3800 2600 MIN SETBACK

EL 0.150

2600

+ 0.000

NUMBER OF VISITOR BICYCLE SPACES = 15

EL 0.150

1100

6000

LEVEL 1

12,169 ft²

1 : 300

NUMBER OF RETAIL BICYCLE SPACES = 16

2200

APPROXIMATE CENTRE LINE OF LANE

3800

THE BEER STORE 4,217 SF 392 SM

EL 0.000

ENTRANCE

DATE/TIME PRODUCED: 16/05/2016 11:00:24 AM

25,074 ft²

GFA = 1,788 m²

NUMBER OF RESIDENT BICYCLE SPACES = 0

4800

GCA = 2,329 m²

SALEABLE AREA = 1,131 m²

RETAIL 1 2,936 SF 273 SM

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

SUMMARY

LANE

9000 7400 4700

A402

CONSTRUCT LANE AND ROAD WIDENING CONVEYANCES TO THE SATISFACTION OF THE EXECUTIVE DIRECTOR OF TECHNICAL SERVICES AT NO COST TO THE CITY; AND ALL CONVEYANCES TO THE CITY SHALL BE: AT A NOMINAL COST; BE FREE OF ALL ENCUMBRANCES (EXCEPT UTILITY POLES); AND SUBJECT TO A RIGHT−OF− WAY FOR ACCESS PURPOSES IN FAVOR OF THE GRANTOR UNTIL SUCH TIME SAID LANDS HAVE BEEN DEDICATED FOR PUBLIC HIGHWAY PURPOSES. CONVEX MIRRORS TO BE INSTALLED WITHIN PARKING GARAGE AT ALL RIGH−ANGLE TURNS TO BE NEGOTIATED BY TWO WAY TRAFFIC, POSITIONED IN SUCH A MANNER TO PROVIDE DRIVERS WITH CLEAR VIEWS OF ON−COMING TRAFFIC.(TYPICAL)

RETAIL 2 4,472 SF 415 SM

15−123

CURB AND SIDEWALK AT THE VEHICULAR ACCESS POINT BUILT AS PER CITY OF TORONTO STANDARDS. AND ANY EXISTING VEHICULAR ACCESS RAMPS ON STREETS ADJACENT TO PROPERTY WILL BE ELIMINATED AND THE SIDEWALK AND CITY BOULEVARD WILL BE REINSTATED TO CITY OF TORONTO STANDARDS AND SPECIFICATIONS AT NO EXPENSE TO THE CITY.

+ 0.438 EXIT

TORONTO ON

ALL PEDESTRIAN SIDEWALKS SHALL CROSS VEHICULAR ENTRANCES AS ONE CONTINUOUS LEVEL SURFACE, CURB CUTS SHOULD RAMP UP TO LEVEL OF THE SIDEWALK SO AS NOT TO IMPEDE PEDESTRIAN MOVEMENT. REFER ALSO TO LANDSCAPE DRAWINGS.

RETAIL GARBAGE 544 SF 51 SM

STORAGE 433 SF 40 SM

TRI SORTER COMPACTOR

EXIT

ALL RESIDENTIAL VISITOR PARKING SPACES TO BE CLEARLY IDENTIFIED WITH ’RESIDENTIAL VISITOR PARKING ONLY’ SIGNAGE.

BULK STORAGE 103 SF 10 SM

GARBAGE 1,918 SF 178 SM

STAGING AREA 226 SF 28 SM

3. ALL PARKING LEVEL EXIT DOORS AND VESTIBULES SHOULD BE GLAZED TO THE MAXIMUM ALLOWABLE AREA BY CODETO INCREASE SAFETY AND NATURAL SURVEILLANCE.

7.5m high crashwall

N 73° 29’ 05" E

500 DUPONT ST

CURB

A202

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

4471

8339

9000

7600

5672

758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) 53840 X

4000

HAMMOND PL

21168

24478

296

PROPERTY LINE

6408

2500 SETBACK

A403

1500 1500 1000

53840

N 73° 29’ 05" E

MECHANICAL 2,151 SF 200 SM

4000

500 DUPONT ST TORONTO ON

7.5m high crashwall

GREEN ROOF @ LEVEL 2

6.400

8200

49842

A410

6100

15−123

13900 SET BACK

20000 SETBACK TO EDGE OF RAILWAY

OPEN TO BELOW 1500

DATE/TIME PRODUCED: 16/05/2016 11:00:30 AM

N 16° 02’ 00" E

A411

53708

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

A402

35708

TERRACE 1,434 SF 133 SM

PROPERTY LINE

1150

UNIT 12 1BR 464 SF 43 SM

53700

UNIT 13 1BR+DEN 578 SF 54 SM

INTERIOR AMENITY 3,066 SF 285 SM

UNIT 11 1BR+DEN 515 SF 48 SM

EXTERIOR AMENITY 1,598 SF 149 SM

1625

UNIT 03 1BR+DEN 592 SF 55 SM

UNIT 14 2BR 788 SF 73 SM

6.400

UNIT 01 STUDIO 374 SF 35 SM

UNIT 02 1BR 431 SF 40 SM

UNIT 15 1BR 447 SF 42 SM

TYP

1800

3700

BALCONY BALCONY

TYP

UNIT 16 1BR 499 SF 46 SM

UNIT 17 1BR+DEN 567 SF 53 SM

SUMMARY UNIT 10 1BR 493 SF 46 SM

GCA = 1,430 m²

15,393 ft²

GFA = 1,077 m²

11,595 ft²

SALEABLE AREA = 903 m²

UNIT 07 1BR 426 SF 40 SM

UNIT 06 1BR 416 SF 39 SM

BALCONIES

UNIT 08 1BR 420 SF 39 SM

UNIT 09 1BR+DEN 570 SF 53 SM

9,720 ft²

AVERAGE SIZE OF UNITS = 90 m²

BALCONIES

2600

6000

3000 PROPERTY LINE

811 1500 1500

53900

1 : 300

NUMBER OF UNITS = 19

1500

UNIT 05 STUDIO 396 SF 37 SM

1500

UNIT 04 1BR+DEN 697 SF 65 SM

LEVEL 2

972 ft²

4100 SETBACK

4100

4700

(15 STACKERS) 30 RESIDENTIAL BICYCLE SPACES 524 SF 49 SM 600

NUMBER OF RESIDENT BICYCLE SPACES = 30 BALCONY

7400

APPROXIMATE CENTRE LINE OF LANE

LANE

9000

BALCONY

UNIT 19 STUDIO 387 SF 36 SM

BALCONY

PROPERTY LINE

54020

1500 LANE WIDENING

54004

9000

A400

49904

UNIT 18 1BR+DEN 660 SF 61 SM

BALCONY

N 15° 58’ 40" E

9000

N 73° 11’ 10" E

2500 SETBACK 1500

44389 53893

A401

4000 SETBACK

A204

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

4471

8339

9000

7600

5672

758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) 53840 X

A410

5500

296

PROPERTY LINE

HAMMOND PL

53840

GREEN ROOF 3,188 SF 296 SM 14196

2500 SETBACK

6408

A403

4000

X 43848

1500 1500 1000

47357

21154 5014

24703

4000

9500

4000

9500

4000 4000

7834

1500

2500

15−123

8200

2008

500 DUPONT ST TORONTO ON

7.5m high crashwall

N 73° 29’ 05" E

6100

13900 SET BACK

20000 SETBACK TO EDGE OF RAILWAY

N 16° 02’ 00" E

UNIT 01 1BR+DEN 589 SF 55 SM

UNIT 06 1BR 430 SF 40 SM

BALCONY

UNIT 21 2BR 745 SF 69 SM

UNIT 15 1BR+DEN 533 SF 49 SM

BALCONY

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

A402

UNIT 03 1BR+DEN 560 SF 52 SM

UNIT 19 1BR+DEN 586 SF 54 SM

TERRACE 1,752 SF 163 SM

BALCONY

2500 SETBACK

14768

53900

BALCONY

N 73° 11’ 10" E

13500

16121

14,029 ft²

SALEABLE AREA = 1,168 m²

12,576 ft²

AVERAGE SIZE OF UNITS = 61 m²

3000 PROPERTY LINE

14,216 ft²

GFA = 1,303 m²

1500

LEVEL 3

1 : 300

NUMBER OF UNITS = 23

UNIT 18 1BR+DEN 552 SF 51 SM

BALCONY

GCA = 1,321 m²

NUMBER OF RESIDENT BICYCLE SPACES = 0

1200

UNIT 04 2BR 730 SF 68 SM

SUMMARY

662 ft²

4100 2600 MIN SETBACK

UNIT 17 STUDIO 363 SF 34 SM

BALCONY

UNIT 20 STUDIO 386 SF 36 SM

BALCONY

UNIT 02 STUDIO 392 SF 36 SM

1500

BALCONY

UNIT 05 1BR+DEN 558 SF 52 SM

UNIT 16 1BR+DEN 686 SF 64 SM

6000

811

53708

UNIT 22 1BR 448 SF 42 SM

53700

UNIT 23 STUDIO 389 SF 36 SM

A411

PROPERTY LINE

UNIT 14 1BR+DEN 633 SF 59 SM

35708

UNIT 13 2BR 748 SF 70 SM

BALCONY

UNIT 07 STUDIO 373 SF 35 SM

5500

BALCONY 1200

UNIT 12 1BR+DEN 531 SF 49 SM

BALCONY

BALCONY BALCONY

54020

1500 LANE WIDENING

LANE DATE/TIME PRODUCED: 16/05/2016 11:00:33 AM

2900

4700

UNIT 11 1BR+DEN 531 SF 49 SM

OPEN TO BELOW

APPROXIMATE CENTRE LINE OF LANE

7400

UNIT 10 1BR+DEN 592 SF 55 SM

EL 10.000

9000

UNIT 09 1BR+DEN 515 SF 48 SM

UNIT 08 2BR 706 SF 66 SM

BALCONIES

1500

PROPERTY LINE

35708

9000

54004

A400

BALCONY

N 15° 58’ 40" E

9000

BALCONIES

BALCONY

2500

A401

1500 1500 5500

44389 53893

4000 SETBACK

A205

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

4471

8339

9000

7600

5672

758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) X

A410 A403

TORONTO ON N 73° 29’ 05" E

53840

4000

8200

2500 SETBACK 44356

5523

BALCONY

N 15° 58’ 40" E

UNIT 11 1BR+DEN 531 SF 49 SM

1500

UNIT 13 2BR 707 SF 66 SM

UNIT 12 1BR+DEN 531 SF 49 SM

A411

BALCONY

UNIT 02 STUDIO 392 SF 36 SM

TERRACE 2,024 SF 188 SM

53708

53700

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

A402

32708

PROPERTY LINE

UNIT 15 STUDIO 378 SF 35 SM

UNIT 16 1BR 414 SF 38 SM

UNIT 19 1BR 498 SF 46 SM

SUMMARY

UNIT 17 1BR+DEN 533 SF 49 SM

OPEN TO BELOW UNIT 18 1BR+DEN 516 SF 48 SM

GCA = 1,179 m²

12,689 ft²

GFA = 1,156 m²

12,443 ft²

SALEABLE AREA = 1,030 m²

11,085 ft²

NUMBER OF RESIDENT BICYCLE SPACES = 0

1 : 300

NUMBER OF UNITS = 22

TERRACE 786 SF 73 SM

AVERAGE SIZE OF UNITS = 64 m²

TERRACE 793 SF 74 SM

6000

LEVEL 4

693 ft²

7100 SETBACK

UNIT 03 1BR 496 SF 46 SM

TERRACE

4500

BALCONY

APPROXIMATE CENTRE LINE OF LANE

BALCONY

1384

UNIT 05 1BR 432 SF 40 SM

UNIT 04 1BR 456 SF 42 SM

BALCONY

UNIT 20 1BR+DEN 696 SF 65 SM

4798

BALCONY

UNIT 06 1BR 430 SF 40 SM

UNIT 21 STUDIO 385 SF 36 SM

UNIT 14 1BR+DEN 526 SF 49 SM

BALCONY

UNIT 01 1BR+DEN 589 SF 55 SM

UNIT 22 STUDIO 389 SF 36 SM

BALCONY

UNIT 07 STUDIO 373 SF 35 SM

LANE DATE/TIME PRODUCED: 16/05/2016 11:00:36 AM

6333

BALCONIES

UNIT 10 1BR+DEN 592 SF 55 SM

BALCONY

BALCONY BALCONY

54020

1500 LANE WIDENING

PROPERTY LINE

37208 4700

4000

BALCONIES UNIT 09 1BR+DEN 513 SF 48 SM

UNIT 08 2BR 708 SF 66 SM

9500

BALCONY

9000 54004

9000 7400

4000

13.500

9000

9500

BALCONIES

2008

4000

5500

N 16° 02’ 00" E

1500 1500 1000

15−123

13900 SETBACK

53840

20000 SETBACK TO EDGE OF RAILWAY

296

PROPERTY LINE

5500

A400

500 DUPONT ST

6408

HAMMOND PL

6100

3000 PROPERTY LINE

811

1470

1500 1500

53900

N 73° 11’ 10" E

10560 45585

1470

14663

1500

A401

4000 SETBACK

5500 53893

A206

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

4471

8339

9000

7600

5672

Hx 758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) X

A410 A403

500 DUPONT ST

6100

HAMMOND PL

TORONTO ON

53840

N 73° 29’ 05" E

6408

53840

5500

4000

45357

4500

8200

2500 SETBACK

15−123

13900 SETBACK

PROPERTY LINE

20000 SETBACK TO EDGE OF RAILWAY

296

1500 1500 1000

17500

UNIT 09 2BR 793 SF 74 SM

A411

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

53700

UNIT 02 2BR 732 SF 68 SM

A402

12208

32708

BALCONIES

1875

BALCONIES

BALCONY

UNIT 03 3BR 1,064 SF 99 SM

UNIT 10 2BR 704 SF 65 SM

PROPERTY LINE

UNIT 13 2BR 754 SF 70 SM

UNIT 14 2BR 710 SF 66 SM

UNIT 01 1BR 494 SF 46 SM

BALCONIES LANE

DATE/TIME PRODUCED: 16/05/2016 11:00:49 AM

APPROXIMATE CENTRE LINE OF LANE

UNIT 12 2BR 741 SF 69 SM

SUMMARY

UNIT 11 3BR 1,018 SF 95 SM

GCA = 1,143 m²

12,306 ft²

GFA = 1,126 m²

12,117 ft²

SALEABLE AREA = 1,012 m²

TERRACE

10,894 ft²

NUMBER OF RESIDENT BICYCLE SPACES = 0

3022

TERRACE

1 : 300

NUMBER OF UNITS = 14 AVERAGE SIZE OF UNITS = 72 m²

LEVEL 8

778 ft²

7100 SETBACK

4700

3050

7400

UNIT 08 2BR 793 SF 74 SM

UNIT 07 2BR 741 SF 69 SM

BALCONIES

54020 PROPERTY LINE

UNIT 04 2BR 711 SF 66 SM

9000

BALCONIES

EL 27.000

1500 LANE WIDENING

54004

9000

UNIT 06 2BR 719 SF 67 SM

N 15° 58’ 40" E

9000

UNIT 05 3BR 920 SF 85 SM

A400

BALCONIES

N 16° 02’ 00" E

6000

3000 PROPERTY LINE

811

2500 SETBACK

17745

53900

N 73° 11’ 10" E

10500

1500 1500 5500

17145

4500 SETBACK

A401 45391 53893

A210

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

4471

8339

9000

7600

5672

Hx 758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) X

A410 A403

500 DUPONT ST

6100

HAMMOND PL

TORONTO ON

53840

N 73° 29’ 05" E

6408

53840

5500

4000

45357

4500 SETBACK

8200

2500 SETBACK

15−123

13900 SETBACK

PROPERTY LINE

20000 SETBACK TO EDGE OF RAILWAY

296

45357

A411

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

53700

UNIT 02 3BR 802 SF 74 SM

32708

PROPERTY LINE

BALCONIES

A402

12290

BALCONY

UNIT 03 3BR 1,064 SF 99 SM

UNIT 10 2BR 704 SF 65 SM

BALCONY

LANE DATE/TIME PRODUCED: 16/05/2016 11:00:53 AM

UNIT 09 3BR 938 SF 87 SM

5500

BALCONIES

54020

29708

PROPERTY LINE

UNIT 12 3BR 808 SF 75 SM

SUMMARY

UNIT 11 3BR 1,018 SF 95 SM

GCA = 1,144 m²

12,317 ft²

GFA = 1,125 m²

12,114 ft²

SALEABLE AREA = 1,012 m² BALCONY

10,894 ft²

NUMBER OF RESIDENT BICYCLE SPACES = 0

BALCONY

1 : 300

NUMBER OF UNITS = 13 AVERAGE SIZE OF UNITS = 84 m²

LEVEL 9

908 ft²

7100 SETBACK

4700

UNIT 08 2BR 748 SF 70 SM

UNIT 13 3BR 882 SF 82 SM

UNIT 01 3BR 939 SF 87 SM

BALCONY

APPROXIMATE CENTRE LINE OF LANE

7400

UNIT 07 1BR+DEN 641 SF 60 SM

UNIT 04 2BR 711 SF 66 SM

9000

BALCONIES

EL 30.000

1500 LANE WIDENING

54004

9000

UNIT 06 2BR 719 SF 67 SM

N 15° 58’ 40" E

9000

UNIT 05 3BR 920 SF 85 SM

A400

BALCONIES

N 16° 02’ 00" E

17500

1500 1500 1000

6000

3000 PROPERTY LINE

811

53900

N 73° 11’ 10" E

2500 SETBACK

4500 SETBACK A401

1500 1500 5500

45391 45391 53893

A211

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

4471

8339

9000

7600

5672

758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) X

A410 A403

500 DUPONT ST

6100

HAMMOND PL

TORONTO ON PROPERTY LINE

53840

N 73° 29’ 05" E

20000 SETBACK TO EDGE OF RAILWAY

296

6408

53840

4000

13900 SETBACK

5500

45357

8200

2500 SETBACK 1500 1500 1000

15−123

4500 SETBACK

5000

40201

2500

UNIT 04 MEZZANINE 371 SF 34 SM 40% OF FLOOR BELOW

UNIT 01 OPEN MEZZANINE TO BELOW 350 SF 33 SM 40% OF FLOOR BELOW

GREEN ROOF @ LEVEL 9 33.000

N 16° 02’ 00" E

OPEN TO BELOW

UNIT 13 MEZZANINE 402 SF 37 SM 40% OF FLOOR BELOW

UNIT 10 MEZZANINE 281 SF 26 SM 40% OF FLOOR BELOW

13300

terrace

A402

terrace

LANE

SUMMARY

4700

DATE/TIME PRODUCED: 16/05/2016 11:00:55 AM

APPROXIMATE CENTRE LINE OF LANE

7400

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

53700

OPEN TO BELOW

PROPERTY LINE

OPEN TO BELOW

PROPERTY LINE

54020

EL 33.000

A411

9000

MECHANICAL 4,969 SF 462 SM

5000

1500 LANE WIDENING

9000 54004

A400

GREEN ROOF 619 SF 58 SM

N 15° 58’ 40" E

9000

GCA = 723 m²

7,785 ft²

GFA = 622 m²

6,692 ft²

SALEABLE AREA = 149 m² NUMBER OF RESIDENT BICYCLE SPACES = 0 NUMBER OF UNITS = 5

MECH PH

1,606 ft²

1 : 300

AVERAGE SIZE OF UNITS =

6000

3000 PROPERTY LINE

811 1500 1500

53900

N 73° 11’ 10" E

2500 SETBACK

4500 SETBACK 16121

13800 45391 53893

A401

15495

A212

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

Hx 758

(CANADIAN PACIFIC RAILWAY (ONTARIO AND QUEBEC RAILWAY COMPANY) X

A410 A403

500 DUPONT ST

6100

HAMMOND PL

TORONTO ON

CL PROPERTY LINE

53840

N 73° 29’ 05" E

20000 SETBACK TO EDGE OF RAILWAY

296

53840

GREEN ROOF @ LEVEL 2

10.500

4000

13900 SETBACK

GREEN ROOF @ LEVEL 3

5500

6.400

45357

MECHANICAL

2500 SETBACK 1500 1500 1000

15−123

4500 SETBACK

5000

35201

5000

3 33.000

N 15° 58’ 40" E

GREEN ROOF @ LEVEL 9

GREEN ROOF MPH 2500

A402

36.000

36.000 BALCONIES @ LEVEL 9 13300

TERRACES

TERRACE @ LEVEL 2

33.000

6.400

ROOF

LANE

TERRACE @ LEVEL 8 BALCONIES @ LEVEL 7

33.000 27.000

33.000 10.000

27.000

23.500

BALCONIES @ LEVEL 9

1 : 300

TERRACE @ LEVEL 8 BALCONIES @ LEVEL 7

13.500

13.500 BALCONIES/TERRACE @ LEVEL 4

BALCONIES/TERRACE @ LEVEL 4

6000

DATE/TIME PRODUCED: 16/05/2016 11:00:58 AM

3000 PROPERTY LINE

811 1500 1500

53900

7100 SETBACK 10100 SETBACK

BALCONIES @ LEVEL 9

4100 SETBACK

APPROXIMATE CENTRE LINE OF LANE

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

GREEN ROOF MPH

33.000

1500

18200

PROPERTY LINE

18400 18154

53700

A411

1500

54020

MPH

PROPERTY LINE

A400

38.000

5000

1500 LANE WIDENING

54004

N 16° 02’ 00" E

GREEN ROOF

GREEN ROOF @ LEVEL MECH

N 73° 11’ 10" E

2500 SETBACK

4500 SETBACK 16121

13800 45391 53893

A401

15495

A213

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

2 6408

3 8200

4 9000

5 9000

6 9000

7 7400

8 4700

45 DEGREE ANGULAR PLANE PER MID−RISE BUILDINGS GUIDELINES

500 DUPONT ST TORONTO ON 15−123

20000 TO THE EDGE OF RAILWAY

LOUVER WALL 38.000 ROOF 5000

GLASS WALL

33.000

30.000

3000

LEVEL 9 27.000 LEVEL 8

3500

PROPERTY LINE

7100 SETBACK

PROPERTY LINE

3000

MECH. PH

23.500 3000

LEVEL 7

4100

38000 33000

3500

4 5°

3000

20.500

3500

GLAZING

LEVEL 6

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

17.000 LEVEL 5

13.500 1500

2600 3500

LEVEL 4

LEVEL 3 3600

16000

80% R.O.W.

10.000

WEST ELEVATION

6.400

GLAZING

3250

LEVEL 2 CRASHWALL

3.150 LEVEL MEZZ

1 : 300

3150

EDGE OF RAILWAY 7500

GLAZING IN THOSE AREAS NOTED AS BIRD FRIENDLY GLASS WILL BE TREATED WITH A PATTERN WHICH MEETS THE TORONTO GREEN STANDARD EC5.1 AND EC5.2

BIRD FRIENDLY GLASS MIN 12000 ABOVE GRADE

PRECAST

0.000 LEVEL 1 METAL PANEL

DATE/TIME PRODUCED: 16/05/2016 11:01:00 AM

3800 SETBACK

A400

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

B 4471

C 8339

D 9000

E 9000

F 9000

G 7600

H 5672

500 DUPONT ST

1500 LANE WIDENING

TORONTO ON 15−123

38.000

5000

ROOF

4500 SETBACK 2500 MIN

3000 3000

PROPERTY LINE

33.000 MECH. PH 30.000 LEVEL 9 27.000

3500

LEVEL 8

GLAZING

3000

23.500 LEVEL 7 20.500

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

3500

LEVEL 6

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

17.000

PRECAST

3500

LEVEL 5

13.500 3500

2500 SETBACK

10.000 3600

LEVEL 3

SOUTH ELEVATION

6.400

GLAZING

3250

LEVEL 2 3.150 LEVEL MEZZ

1 : 300

3150

GLAZING IN THOSE AREAS NOTED AS BIRD FRIENDLY GLASS WILL BE TREATED WITH A PATTERN WHICH MEETS THE TORONTO GREEN STANDARD EC5.1 AND EC5.2

BIRD FRIENDLY GLASS MIN 12000 ABOVE GRADE

LEVEL 4

0.000 LEVEL 1

DATE/TIME PRODUCED: 16/05/2016 11:01:03 AM

1500

4500 MIN. SETBACK

A401

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

7 4700

6 7400

5 9000

4 9000

3 9000

2 8200

1 6408

45 DEGREE ANGULAR PLANE PER MID−RISE BUILDINGS GUIDELINES

500 DUPONT ST TORONTO ON

20000 SETBACK TO THE EDGE OF RAILWAY

15−123 13900 SETBACK

LOUVER WALL

38.000

5000

ROOF

33.000

GLAZING

30.000

3000

LEVEL 9 27.000 LEVEL 8

3500

7100 SETBACK

PROPERTY LINE

3000

MECH. PH

23.500 3000

LEVEL 7 20.500

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016 FEBRUARY 16, 2016 SEPTEMBER 18, 2015

3500

LEVEL 6

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR ZONING

3500

33000

4 5°

4100 SETBACK

13.500 LEVEL 4 3500

10.000 3600 3250

BALCONIES

EAST ELEVATION

6.400 LEVEL 2 3.150 LEVEL MEZZ

1 : 300

3150

1500

7500 CRASH WALL

2600

EDGE OF RAILWAY

LEVEL 3

5710

16000

LINE OF WALL FACE BEYOND 80% R.O.W.

GLAZING IN THOSE AREAS NOTED AS BIRD FRIENDLY GLASS WILL BE TREATED WITH A PATTERN WHICH MEETS THE TORONTO GREEN STANDARD EC5.1 AND EC5.2

PRECAST

BIRD FRIENDLY GLASS MIN 12000 ABOVE GRADE

17.000 LEVEL 5

0.000 LEVEL 1 DASHED LINE INDICATES AVERAGE GRADE

DATE/TIME PRODUCED: 16/05/2016 11:01:05 AM

3800 SETBACK

A402

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

7 4700

7400

9000

2 8200

1 6408 20000

45 DEGREE ANGULAR PLANE PER MID−RISE BUILDINGS GUIDELINES

13900 SETBACK

500 DUPONT ST TORONTO ON

A411

15−123

38.000

MEZZANINE

5000

ROOF MECHANICAL PENTHOUSE

33.000 3000 3000

23.500 LEVEL 7

3000

UNIT

27.000 LEVEL 8

20.500

3500

UNIT

38000

7100 SETBACK

30.000 LEVEL 9

3500

UNIT

PROPERTY LINE

UNIT

10100 SETBACK

MECH. PH

4 5°

UNIT

LEVEL 6

REISSUED FOR ZONING ISSUED FOR ZONING

17.000

UNIT

30000

4100 SETBACK

3500

LEVEL 5

13.500

3500

UNIT

RETAIL

RAMP

LEVEL 3

SECTION 6.400 LEVEL 2 3.150 LEVEL MEZZ

3150

3800 SETBACK

VISITOR BICYCLE STORAGE

EDGE OF RAILWAY

RETAIL STORAGE

3250

9250

MECHANICAL

3600

10.000

UNIT

14765

GLAZING IN THOSE AREAS NOTED AS BIRD FRIENDLY GLASS WILL BE TREATED WITH A PATTERN WHICH MEETS THE TORONTO GREEN STANDARD EC5.1 AND EC5.2

BIRD FRIENDLY GLASS MIN 12000 ABOVE GRADE

LEVEL 4

LOBBY

1 : 300

0.000

PARKING

VESTIBULE

PARKING

−3.850 3000

FIRE PUMP ROOM

3850

LEVEL 1

LEVEL P1 −6.850

DATE/TIME PRODUCED: 16/05/2016 11:01:09 AM

LEVEL P2

A410

APRIL 26, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

5672

7600

9000

8339

4471

500 DUPONT ST TORONTO ON 15−123

1500 LANE WIDENING

38.000

5000

ROOF

MECHANICAL

33.000

UNIT

3000

UNIT

30.000 LEVEL 9

3000

4500 SET BACK

MECH. PH

UNIT

27.000

UNIT

4000 SET BACK UNIT

UNIT

20.500 38000

UNIT

33000

UNIT

23.500 LEVEL 7

3000

UNIT

3500

PROPERTY LINE

UNIT

3500

UNIT

PROPERTY LINE

UNIT

3500

LEVEL 8

REISSUED FOR ZONING ISSUED FOR ZONING

LEVEL 6

17.000 LEVEL 5

13.500

UNIT

3500

LEVEL 4

10.000

UNIT

SECTION

3600

LEVEL 3

6.400

RETAIL

3250

LEVEL 2 RETAIL STORAGE

3.150

1 : 300

RETAIL

LOBBY

CACF

3150

LEVEL MEZZ 0.000

PARKING

3850

LEVEL 1

PARKING

3000

−3.850 LEVEL P1 −6.850

DATE/TIME PRODUCED: 16/05/2016 11:01:10 AM

LEVEL P2

A411

APRIL 26, 2016 SEPTEMBER 18, 2015

C:\Users\ssahabi\Documents\15−123 Central File_ssahabi.rvt

500 DUPONT ST TORONTO ON 15−123

REISSUED FOR ZONING ISSUED FOR REVIEW ISSUED FOR REVIEW

APRIL 26, 2016 FEBRUARY 29, 2016 FEBRUARY 22 , 2016

DATE/TIME PRODUCED: 16/05/2016 11:01:31 AM

SOUTHWEST VIEW

A500