Issuu

PORTFOLIO by Jeet Patel JeetPatel@dal.ca (647)-629-0157

TABLE OF CONTENTS

BIORESEARCH FACILITY

OAK WOOD BOULEVARD

Institutional project with IBI Group

A Dental Clinic

COURTLAND CONDOMINIUM

SUSTAINABLE TIMBER

Four condominium towers in Kitchener, Ontario

Growth & dwelling for shelterless

LINDSAY MID-RISE

Halifax art museum across from the grand parade

ATRIUM SPA package of an apartment in Lindsay, Ontario

THE STUDENT HOUSING CRISIS IN THE GTHA PLAN & SECTION DETAILS

Analyzing how the problems in Southern Ontario’s real estate market aﬀect Students

School addition and renovation in Napanee, Ontario

STUDENT HOUSING CRISIS SOLUTION The evolu"on of student housing and a modern solu"on

MARKBROOK HOMES Realistic Ever Changing Interior Plan

COOP PLACEMENT WORK Ceiling plans with HVAC, lighting, and piping

BIORESEARCH FACILITY Institutional project with IBI Group Project Type: Professional work Category: Construc•on + Design Site Loca•on: Toronto, Canada Dura•on: 8 months In correla•on with IBI Group My Contribu•on: Plans, eleva•ons, stairs, details, landscape, and 3d modelling

I served an 8-month co-op term with the IBI group. I worked remotely while maintaining communica•on with my teammates and supervisor. I assisted in designing ins•tu•onal projects. The bioresearch facility in Hamilton was the largest project of my work term. I worked on the construc•on drawing, 3D Revit modelling, and site plan in AutoCAD for this project. I mainly used Revit so•ware to design planned developments. I also contributed by working on the entrance curtain wall, the eleva•ons, parking design, landscape, staircases, plans, roof, and stair details.

Level 1 Plan

Level 2 Plan

Level 3 Plan

East Eleva•on

West Eleva•on

North Eleva•on

South Eleva•on

Two out of four stairs I worked on.

Some de•als I worked on.

COURTLAND CONDOMINIUM Four condominium towers in Kitchener, Ontario Project Type: Professional work Category: Construc•on + Design Site Loca•on: Toronto, Canada Dura•on: 6 months In correla•on with Barry Bryan Associates My Contribu•on: Site plans, plans, sec•ons, Renders, and 3d model

While working with Barry Bryan Architects, I worked on a project featuring four condominium towers in Kitchener, Ontario. This site is located at the intersec•on of Courtland Ave and the railway tracks. I started by working on the unit count, plans, and parking spaces. The project was completely made and modified in Revit. Over 6 months, I worked towards a pre-construc•on package that consisted of renders made in Lumion, plans, sec•ons, site plans, parking plans, eleva•ons, and stats. The stats, model, and renders were updated numerous •mes because the required unit and parking counts changed based on the client’s specifica•ons. What unit-to-parking ra•o the city would approve a"er submission was one of the major concerns. The building heights and number of floors were set but the design and unit count were the challenges.

HILLMOUNT STREET

A-BUS

, Inc. Transoft Solutions

TAC-20

COURTLAND AVENUE EAST

A-BUS

TAC-2017 (CA)

All r ight s

res erv ed.

A-BUS (CA)

A-BUS

TAC-2017 (CA)

Inc. Solutions, Transoft

i ht s All r g

res erv ed.

A-BUS

TAC-2017 (CA)

. i ht s res erv ed All r g

TAC-2017 (CA)

LRT LINES N41 29' 40"W 67.817 N36 48' 40"W

LRT LINES

LRT STATION - BROCK LINE STATION

153.111

N41 29' 40"W

PHASE 1

BUILDING OUTLINE ABOVE

TOWER C

71.045

PROPOSED 32 STOREY RESIDENTIAL BUILDING HEIGHT=104.5 m

TOWER A

PROPOSED 35 STOREY RESIDENTIAL BUILDING HEIGHT=113.8 m

BUILDING OUTLINE ABOVE

PROPOSED 27 STOREY RESIDENTIAL BUILDING HEIGHT=89.0 m

BUILDING OUTLINE ABOVE

erv ed.

(CA) 17 TAC-20

i ht s All r g

res erv ed.

1 A101.a

, Inc. Transoft Solutions

43.657

i ht s res All r g

N41 27' 25"W

319.778

A-BUS A-BUS (CA)

TAC-2017

STAIRS TO U/G PARKING N41 29' 50"W

E ROAD BLOCK LIN

PROPOSED 26 STOREY RESIDENTIAL BUILDING HEIGHT=85.9 m

N48 30' 20"E

TOWER B

66.888

TOWER D

U/G MECH. VENT

66.701

N48 30' 20"E

77.032

N63 43 ' 20"E 82.10 9

N48 30' 20"E

PROPERTY LINE

N52 30' 00"E

PHASE 2

126.126

Sim

CPR TRACKS MIDDLE LINE OF ALL RAIL CORRIDOR

1 A101

SITE PLAN 1 : 500

ZONING SUMMARY

PARKING

ZONING SUMMARY

PARKING

REQUIRED SITE AREA:

8305.0 m2

BUILDING AREA: BUILDING HEIGHT:

49,830.4 m2 26

GROSS FLOOR AREA

TOWER D PROVIDED GROSS LOT AREA: NET LOT AREA:

8332.7 m2 8134.1 m2

BUILDING AREA: LOT FRONTAGE:

2036 m 2 95.1 m x 79.3 m

BUILDING HEIGHT: EX. MECH PENTHOUSE WITH MECH PENTHOUSE (See Building section) TOTAL FLOOR AREA WITH BASEMENT : GROSS FLOOR AREA : LOT COVERAGE :

82.8 m 85.9 m

66,711 m2 49,827 m2 20%

5397.0 m2

BUILDING AREA: BUILDING HEIGHT:

45,874.8 m2 32

4221 m2 2036 m2 976 m2 641 m2 2036 m2 1893 m2 1667 m2

TOTAL GFA

49,827 m2

UNIT MIX STUDIO 1 BED 1 BED + DEN 2 BED 2 BED + DEN 3 BED

PROVIDED 22 210 149 99 48 22 550

PROVIDED GROSS LOT AREA: NET LOT AREA:

5427.9 m2 5103.5 m2

BUILDING AREA: LOT FRONTAGE:

1722 m 2 73.0 m x 73.8 m

BUILDING HEIGHT: EX. MECH PENTHOUSE WITH MECH PENTHOUSE (See Building section) TOTAL FLOOR AREA WITH BASEMENT : GROSS FLOOR AREA : LOT COVERAGE :

TOWER C 557 UNITS TOWER D 550 UNITS VISITOR (C + D)

390 385 51

TOTAL PROVIDED

830 988

REQUIRED 0.7/unit 0.7/unit 0.05/unit

GROSS FLOOR AREA

TOWER C

TYPICAL PARKING FLOOR (-1 TO -4) GROUND FLOOR SECOND FLOOR SECOND FLOOR AMENITY TYPICAL FLOOR (3-9) TYPICAL FLOOR (10-23) TYPICAL FLOOR (24-26)

TOTAL UNITS

SITE AREA:

101.4 m 104.5 m

63,239 m2 45,871 m2 32%

TYPICAL PARKING FLOOR (-1 TO -4) GROUND FLOOR SECOND FLOOR SECOND FLOOR AMENITY TYPICAL FLOOR (3-9) TYPICAL FLOOR (10-23) TYPICAL FLOOR (24-29) TYPICAL FLOOR (30-32)

SITE AREA:

6151.0 m2

BUILDING AREA: BUILDING HEIGHT:

49,208.4 m2 35

GROSS FLOOR AREA

TOWER B 4342 m2 1722 m2 971 m2 641 m2 1530 m2 1428 m2 1439 m2 1067 m2

TOTAL GFA

45,871 m2

UNIT MIX STUDIO 1 BED 1 BED + DEN 2 BED 2 BED + DEN 3 BED

PROVIDED 27 265 82 115 41 27

TOTAL UNITS

557

PROVIDED GROSS LOT AREA: NET LOT AREA:

6198.9 m2 5986.6 m2

BUILDING AREA: LOT FRONTAGE:

3076 m 2 90.6 m x 66.8 m

BUILDING HEIGHT: EX. MECH PENTHOUSE WITH MECH PENTHOUSE (See Building section) TOTAL FLOOR AREA WITH BASEMENT : GROSS FLOOR AREA : LOT COVERAGE :

110.7 m 113.8 m

66,089 m2 49,205 m2 54%

TYPICAL PARKING FLOOR (-1 TO -4) GROUND FLOOR GROUND FLOOR MEDICAL SECOND FLOOR MEDICAL THIRD FLOOR THIRD FLOOR AMENITY THIRD FLOOR ROOF AMENITY TYPICAL FLOOR (4-9) TYPICAL FLOOR (10-23) TYPICAL FLOOR (24-29) TYPICAL FLOOR (30-32)

SITE AREA:

5750.0 m2

BUILDING AREA: BUILDING HEIGHT:

43,119 m2 27

TOTAL GFA

49,205 m2

UNIT MIX STUDIO 1 BED 1 BED + DEN 2 BED 2 BED + DEN 3 BED

PROVIDED 26 257 43 123 67 26

TOTAL UNITS

542

PROVIDED GROSS LOT AREA: NET LOT AREA:

5782.7 m2 5598.5 m2

BUILDING AREA: LOT FRONTAGE:

2463 m² 88.8 m x 66.8 m

BUILDING HEIGHT: EX. MECH PENTHOUSE WITH MECH PENTHOUSE (See Building section)

TOTAL FLOOR AREA WITH BASEMENT : GROSS FLOOR AREA : LOT COVERAGE :

321 379 50 186 -70 867 988

0.7/unit 0.7/unit 0.05/unit 50 m2 10%

GROSS FLOOR AREA

TOWER A 4221 m2 804 m2 1115 m2 3076 m2 946 m2 555 m2 923 m2 1451 m2 1330 m2 1343 m2 1067 m2

TOWER A 459 UNITS TOWER B 538 UNITS VISITOR (A + B) MEDICAL NON RESIDENTIAL TOTAL PROVIDED

85.9 m 89.0 m

60,487 m2 43,119 m2 42%

TYPICAL PARKING FLOOR (-1 TO -4) GROUND FLOOR GROUND FLOOR MEDICAL SECOND FLOOR MEDICAL THIRD FLOOR THIRD FLOOR MEDICAL FOURTH FLOOR FOURTH FLOOR AMENITY FOURTH FLOOR ROOF AMENITY TYPICAL FLOOR (5-9) TYPICAL FLOOR (10-23) TYPICAL FLOOR (24-27)

4342 m² 737 m² 1378 m² 2463 m² 1206 m² 804 m² 1136 m² 488 m² 387 m² 1624 m² 1516 m² 1294 m²

TOTAL GFA

43,119 m2

UNIT MIX STUDIO 1 BED 1 BED + DEN 2 BED 2 BED + DEN 3 BED

PROVIDED 24 216 72 86 37 24

TOTAL UNITS

459

23068

12.0 m

PODIUM SETBACK

12.8 m

PROPOSED 9TH FLOOR ROOF HEIGHT=30.1 m

TOWER SETBACK

12.0 m

PROPOSED 24TH FLOOR ROOF HEIGHT=76.6 m

PROPERTY LINE

11.5 m

5.0 m TOWER SETBACK

RAMP DN 5%

PROPOSED 3RD FLOOR ROOF HEIGHT= 9.5m

PROPOSED 24TH FLOOR ROOF HEIGHT= 76.6m

PROPOSED MECH. ROOM HEIGHT=89.0 m

OAD LINE R

PROPOSED 3RD FLOOR ROOF HEIGHT=9.5 m

K BLOC

PROPOSED 27 STOREY RESIDENTIAL BUILDING BUILDING AREA = 3243 m2 GROSS FLOOR AREA = 43,124 m2

7.0 m

RAMP DN 7.5%

PROPOSED 9TH FLOOR ROOF HEIGHT=30.1 m

1.3

8.9 m

ASPHALT DRIVEWAY

PROPOSED 24TH FLOOR ROOF HEIGHT=76.6 m

9.4 m PODIUM SETBAC K 7.1

RAMP DOWN(TO UG PARKING)

12.4 m

RAMP DN 5%

17.4 m

25.8 m

Solutions,

BUS

AA17 (CA) (CA) TAC-2017 TAC-20

m 10.3

ASPHALT DRIVEWAY

T AL AY PH W AS IVE DR

PODIUM SETBACK

.0 12

20.0 m

1 mDN 2.0

PODIUM SETBACK

Inc. All rights

reserved.

TOWER SETBACK

.0 12

m 12.4

PROPOSED PODIUM FLOOR AREA=1326.3 m2 HEIGHT=9.5 m

14.5 m TOWER SETBAC K

5.2 m

PROPOSED 26TH FLOOR ROOF HEIGHT=85.9m

3.5 m

STAIR TO PARKING

Solutions,

BUS

Transoft

Inc. All

rights reserved.

1 A101.a

ENLARGED SITE PLAN - TOWER A 1 : 150

SITE STATISTICS GROSS FLOOR AREA

LEGEND

CONCRETE SIDEWALK -SEE LANDSCAPE PLANS

TREES / PLANTING -SEE LANDSCAPE PLANS

LANDSCAPED AREA - SEE LANDSCAPE PLAN

PROPOSED FIRE EXITS

ASPHALT

PROPOSED ENTRANCE

PROPOSED BUILDING

TWSI

TWSI AS PER TOWN DESIGN STANDARDS AS-233 & AS-234

PROPERTY LINE

PROVIDED ZONING: LOT GROSS LOT AREA: NET LOT AREA:

1 5782.7 m2 5598.5 m2

BUILDING AREA: LOT FRONTAGE:

2463 m² 88.8 m x 66.8 m

BUILDING HEIGHT: EX. MECH PENTHOUSE WITH MECH PENTHOUSE (See Building section)

SETBACKS SOUTH ( EXT. SIDE YARD): NORTH ( INT. SIDE YARD): EAST (FRONT): WEST (REFER TO A101):

REQUIRED

PROVIDED TOTAL FLOOR AREA WITH BASEMENT : GROSS FLOOR AREA :

60,487 m 2 43,119 m2

FLOOR SPACE INDEX : DENSITY : LOT COVERAGE : TOTAL LANDSCAPED AREA :

42%

TOTAL AMENITY AREA PROVIDED:

488 m² (Indoor) 387 m² (Roof)

85.9 m 89.0 m

MINIMUM PODIUM SETBACK PROVIDED REQUIRED 9.4 m 8.5 m 5.0 m 0.0 m 12.0 m 8.5 m 17.4 m 17.4 m

MINIMUM TOWER SETBACK PROVIDED REQUIRED 14.5 m 14.0 m 12.4 m 21.0 m 12.8 m 12.0 m 20.0 m 20.0 m

PARKING

REQUIRED

4342 m² 737 m² 1378 m² 2463 m² 1206 m² 804 m² 1136 m² 488 m² 387 m² 1624 m² 1516 m² 1294 m²

TOTAL GFA

43,119 m2

UNIT MIX STUDIO 1 BED 1 BED + DEN 2 BED 2 BED + DEN 3 BED

PROVIDED 24 216 72 86 37 24

TOTAL UNITS

459

REQUIRED TOWER A 459 UNITS TOWER B 542 UNITS VISITOR (A + B) MEDICAL NON RESIDENTIAL TOTAL PROVIDED LOADING SPACE

321 379 50 186 -70 867 988 1

0.7/unit 0.7/unit 0.05/unit 50 m2 10%

PARKING SPACE LOADING SPACE ACCESSIBLE SPACE

- 2.75m x 5.8m 4m x 15m - 5.8m x 3.6m (+ 1.25 access aisle)

BARRIER FREE PARKING REQUIRED PROVIDED -

BIKE / SCOOTER STORAGE PROVIDED = TBD

23068

RT H NO

DO NOT SCALE THE DRAWINGS CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT.

LEGEND GARBAGE ROOM MEDICAL LOBBY AND AMENITIES MOVING ROOM SHIPPING AND RECEIVING

NO.

ISSUES

DATE

MEDICAL AREA NET: 1,298M2 (13,971SF)

71.2 m

30.3 m

2.9 m

38.0 m

RESIDENTIAL VEST. 13

101 11 m²

30.9 m

1.3 m

71.2 m

38.0 m B

MEDICAL SPACE 107 333 m²

8.3 m 17.9 m

MEDICAL SPACE 108 965 m²

22.7 m

SHIPPING AND RECEIVING

EL 4

EL 3

STAIR 2

EL 5

LOBBY AND AMENITIES

105 33 m²

103 311 m²

CORR.

104 96 m²

109 15 m²

3.0 m

4.2 m

EDGE OF FLOOR ABOVE

LAYBY

NO.

REVISIONS

DATE

PROJECT:

2.8 m

RAMP DN 5%

1.2 m

EL 5

MEDICAL SPACE

4.0 m

STAIR 1

EL 4

15.3 m

8.4 m

19.1 m

EL 3

201 2275 m²

4.6 m

7.7 m

13.7 m

8.5 m

LOADING AREA 6.1m CLEAR

EL 2

38.0 m

EL 1

GARBAGE ROOM

2.5 m

5.1 m

RAMP DN 7.5%

4.2 m

36.4 m

EL 2

36.4 m

EL 1

MOVING ROOM

22.7 m

106 126 m²

27.9 m

27.1 m

RAMP DN 5%

LINE OF PARKING LEVEL BELOW

PROPOSED RESIDENTIAL DEVELOPMENT

STAIR 1

BROCK LINE RD & COURTLAND AVENUE EAST SPOTLIGHT DEVELOPMENT

RAMP TO PARKING LEVELS

DRAWING:

13.6 m

TOWER A - GROUND FLOOR PLAN 8.1 m

49.3 m 71.2 m

LINE OF PARKING LEVEL BELOW

BARRY BRYAN ASSOCIATES

MEDICAL NET GFA: 2,463 M2 (26,5117SF) DOC CONTROL: DATE:

DESIGN BY:

BBA % COMPLETE:

DRAWN BY:

8.0 m

19.7 m

43.4 m

Architects Engineers Project Managers

71.2 m

LEGEND

JP INITIAL:

CHECKED BY:

2 BED or 2 BED + DEN

NS DATE:

201-250 Water Street Whitby Ontario L1N 0G5 Tel: (905) 666-5252 Fax: (905) 666-5256

GROUND FLOOR PLAN

BARRIER FREE (1 BED) 1 BED or 1 BED + DEN

SCALE:

1 : 100

e-mail: bba@bba-archeng.com

FILE:

PROJECT NO:

DRAWING NO:

23068

1 : 100

MEDICAL

A202.a

1 A203.a

LEVEL 2 FLOOR PLAN 1 : 100

NO.

ISSUES

DATE

59.0 m

1 BED + DEN

1 BED

403 72 m²

404 74 m²

405 74 m²

406 74 m²

407 74 m²

408 100 m²

5.4 m

1 BED + DEN

402 72 m²

12.4 m

6.2 m

9.7 m

1 BED + DEN

401 126 m²

1.1 m

2 BED + DEN

12.2 m

1.1 m

9.7 m

5.4 m

2 BED

1 BED B/F

1 BED

501 126 m²

502 72 m²

503 72 m²

504 74 m²

505 74 m²

6.2 m

6.2

12.6 m

8.3 m

CORRIDOR 2 BED 9.3 m

413 121 m²

419 80 m²

515 116 m²

STAIR 2

415 369 m²

414 6 m²

EL 1 1 BED 409 77 m²

EL 2

EL 3

GARBAGE 2 BED

2.7 m

AMENITY

GARBAGE

22.1 m

EL 3

35.1 m

EL 2

35.1 m

EL 1

35.1 m

412 81 m²

10.6 m

35.1 m

2 BED

22.1 m

9.3 m

CORRIDOR

516 6 m²

513 74 m²

411 80 m²

REVISIONS

DATE

2 BED

3 BED

418 80 m²

514 121 m²

5.9 m

5.4 m

PROPOSED RESIDENTIAL DEVELOPMENT

410 48 m²

1 BED 417 49 m²

BROCK LINE RD & COURTLAND AVENUE EAST SPOTLIGHT DEVELOPMENT

58.7 m 59.0 m

0.3 m DRAWING:

LEGEND LEGEND

2 BED or 2 BED + DEN BARRIER FREE (1 BED)

BARRY BRYAN ASSOCIATES

1 BED or 1 BED + DEN

GREEN ROOF TOP

DESIGN BY:

DOC CONTROL: DATE:

2 BED or 2 BED + DEN

% COMPLETE:

BARRIER FREE (1 BED)

BBA DRAWN BY:

Architects Engineers Project Managers

JP CHECKED BY:

1 BED or 1 BED + DEN

INITIAL:

STUDIO

NS DATE:

201-250 Water Street Whitby Ontario L1N 0G5 Tel: (905) 666-5252 Fax: (905) 666-5256

1 A205.a

LEVEL 4 FLOOR PLAN 1 : 100

SCALE:

1 : 100 FILE:

PROJECT NO:

DRAWING NO:

23068

3 BED

11/10/23

e-mail: bba@bba-archeng.com

20.8 m 59.0 m

TOWER A - LEVEL 4 FLOOR PLAN

AMENITIES

51 51 m

6.2

STAIR 1

A205.a

1 A206.a

LEVEL 5 - 9 FLOOR PLAN 1 : 100

1 BE

512 34 m²

4.1 m

PROJECT:

1 BED

STAIR 1

0.3 m

STUDIO

1.1 m

NO.

GREEN ROOF TOP AREA = 356.2 m2 5.8 m

9.3 m

2 BED

1.1 m

9.3 m

12.3 m

5.4 m

1 A202.a

11/10/23

RT H NO

DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT.

NO.

ISSUES

DATE

ISSUES

DATE

59.0 m 6

9.7 m

12.6 m

6.2 m

2 BED + DEN

1 BED + DEN

301 126 m²

302 72 m²

303 72 m²

304 74 m²

305 74 m²

12.2 m

6.2 m

8.3 m

1 BED

1 BED + DEN

306 74 m²

307 74 m²

308 100 m²

38.0 m

29.3 m

312 81 m²

1 BED EL 1

EL 2

EL 3

EL 4

STAIR 2

EL 5

309 44 m²

35.1 m

28.6 m

314 120 m²

2 BED

35.1 m

9.3 m

29.6 m

28.7 m

STAIR 2

1.9 m

CORRIDOR C

GARBAGE

313 10 m²

8.8 m

1.8 m

47.4 m

REVISIONS

DATE

315 764 m²

2 BED 311 80 m²

NO.

0.8 m

NO.

16.9 m

9.3 m

MEDICAL SPACE

8.3 m

5.8 m

5.7 m

PROPOSED RESIDENTIAL DEVELOPMENT

PROJECT:

1 BED 310 47 m²

PROPOSED RESIDENTIAL DEVELOPMENT

STAIR 1

BROCK LINE RD & COURTLAND AVENUE EAST SPOTLIGHT DEVELOPMENT

0.5 m

REVISIONS

PROJECT:

5.8 m

13.8 m

49.1 m

DRAWING:

9.4 m DRAWING:

59.0 m

TOWER A - LEVEL 2 FLOOR PLAN

TOWER A - LEVEL 3 FLOOR PLAN

13.8 m

MEDICAL NET: 764M2 (8,223SF)

BARRY BRYAN ASSOCIATES

DOC CONTROL: DATE:

DESIGN BY:

% COMPLETE:

2 BED or 2 BED + DEN

1 BED or 1 BED + DEN

Tel: (905) 666-5252 Fax: (905) 666-5256

SCALE:

Tel: (905) 666-5252 Fax: (905) 666-5256

1 : 100

11/10/23 SCALE:

1 : 100 FILE:

PROJECT NO:

DRAWING NO:

PROJECT NO:

DRAWING NO:

1 A204.a

INITIAL:

CHECKED BY:

e-mail: bba@bba-archeng.com

A203.a

% COMPLETE:

FILE:

LEVEL 3 FLOOR PLAN

23068

1 : 100

RT H

RT H NO

201-250 Water Street Whitby Ontario L1N 0G5

e-mail: bba@bba-archeng.com

23068

DOC CONTROL: DATE:

DESIGN BY:

DATE:

MEDICAL

11/10/23

BBA DRAWN BY:

Architects Engineers Project Managers

BARRIER FREE (1 BED)

INITIAL:

CHECKED BY:

NS DATE:

201-250 Water Street Whitby Ontario L1N 0G5

BARRY BRYAN ASSOCIATES

LEGEND

BBA DRAWN BY:

Architects Engineers Project Managers

A204.a

DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT.

NO.

ISSUES

DATE

ISSUES

DATE

A 12

59.0 m 25.6 m

1 BED

1 BED + DEN

1 BED

506 74 m²

507 74 m²

508 100 m²

18.3 m

6.6 m

8.6 m A

1.5 m

8.3 m

1 BED

1005 63 m²

1006 63 m²

6.2 m

1 BED + DEN

1 BED

1007 68 m²

1008 82 m²

6.2 m

8.4 m

EL 1

8.3 m

EL 2

STAIR 2

EL 3

GARBAGE 1016 6 m²

2 BED 1013 68 m²

DATE

4.0 m

11.9 m

STUDIO

1 BED

2 BED + DEN

1012 34 m²

1011 47 m²

1010 81 m²

4.5 m

6.2 m

1 BED + DEN

2 BED

8.2 m

3 BED

1018 81 m²

6.5 m

8.9 m

NO.

REVISIONS

1014 106 m²

PROJECT:

1009 73 m² 12.6 m 0.6 m

REVISIONS

9.2 m

11.7 m

NO.

20.5 m

1015 122 m²

9.8 m

1019 81 m²

1.9 m

2 BED D

0.6 m

12.4 m

1 BED

1004 63 m²

6.2 m

34.2 m

510 87 m²

509 78 m²

9.3 m

35.1 m

11 m²

1 BED

1003 67 m²

CORRIDOR 1 BED + DEN

2 BED

1 BED

1002 67 m²

6.2 m

34.2 m

STAIR 2

1 BED

1001 118 m²

12.6 m

11.4 m

23.4 m

22.5 m

2 BED + DEN

7.8 m

6.2 m

2.6 m

6.2 m

9.0 m

1.9 m

PROJECT:

PROPOSED RESIDENTIAL DEVELOPMENT

PROPOSED RESIDENTIAL DEVELOPMENT F

37.9 m DRAWING:

BROCK LINE RD & COURTLAND AVENUE EAST SPOTLIGHT DEVELOPMENT

1 BED 5.1 m

5.9 m

BROCK LINE RD & COURTLAND AVENUE EAST SPOTLIGHT DEVELOPMENT

1017 52 m²

DRAWING:

STAIR 1

TOWER A - LEVEL 5 - 9 FLOOR PLAN

TOWER A - LEVEL 10 - 23 FLOOR PLAN G

19.6 m

1.3 m

24.4 m

5.1 m

8.6 m

59.0 m

LEGEND

BARRY BRYAN ASSOCIATES

DESIGN BY:

2 BED or 2 BED + DEN

BBA DRAWN BY:

Architects Engineers Project Managers

DOC CONTROL: DATE:

% COMPLETE:

CHECKED BY:

201-250 Water Street Whitby Ontario L1N 0G5 Tel: (905) 666-5252 Fax: (905) 666-5256

1 BED or 1 BED + DEN

INITIAL:

STUDIO

SCALE:

PROJECT NO:

DRAWING NO:

A206.a

1 A207.a

LEVEL 10 - 23 FLOOR PLAN 1 : 100

DESIGN BY:

DOC CONTROL: DATE:

BBA DRAWN BY:

Architects Engineers Project Managers

% COMPLETE:

JP CHECKED BY:

INITIAL:

NS DATE:

201-250 Water Street Whitby Ontario L1N 0G5 Tel: (905) 666-5252 Fax: (905) 666-5256

1 : 100 FILE:

23068

3 BED

05/19/23

e-mail: bba@bba-archeng.com

BARRY BRYAN ASSOCIATES

BARRIER FREE (1 BED)

DATE:

11/10/23 SCALE:

1 : 100

e-mail: bba@bba-archeng.com

FILE:

PROJECT NO:

DRAWING NO:

23068

A207.a

LEVEL

PARKING SPOTS

BARRIER FREE SPOTS

TOTAL

-1

229

247

-2

229

247

-3

229

247

-4

229

247

TOTAL

916

988

247 PARKING AT UNDERGROUND 27

2 A401.a

161.2 m 6.2 m

6.2 m

A301.a A303.a 1

Parking Stall: 2.7x5.2m

5.2x2.7

Vent

6.0 m

5.2x2.7

6.0 m

5.2x2.7

B/F Type A

5.2x2.7

5.2x3.4

B/F Type A

Vestibule: Medical

Vestibule: Residential

5.2x2.7

5.2x3.4

5.2x2.7

5.2x3.4

B/F Type A Vestibule: Residential

Vestibule: Medical

5.2x3.4

6.0 m

5.2x2.7

B/F Type B

B/F Type A

C 5.2x2.7

5.2x3.4

5.2x2.7

Stair 2

5.2x2.7

B/F Type B B/F Type A

5.2x2.7

Stair 2

5.2x2.7A303.a

6.0 m

B/F Type B B/F Type A

7.5%

B/F Type B 5.2x2.7

6.0 m

RAMP UP (TO GRADE)

5.2x2.7

6.0 m

5.2x2.7

6.0 m

5.2x2.7

B D

5.2x2.7

5.2x3.4

5.2x2.7

5.2x3.4

5.2x2.7

5.2x3.4

5.2x2.7

6.0 m

5.2x2.7 5.2x2.7

6.0 m

5.2x2.7

15%

5.2x2.7

B/F Type A

B/F Type B

B/F Type A

5.2x2.7

B/F Type B

B/F Type A

B/F Parking on this side will depend on the internal ramp circulation.

7.0 m

5.2x2.7 5.2x2.7

5.2x2.7

6.2 m

5.2x2.7

6.0 m

5.2x2.7

Stair 1

5.2x2.7

Stair 1

6.0 m

B/F Type A

5.2x2.7

60.0 m

B/F Type A

6.0 m

B/F Type B

6.0 m

B/F Type A

B/F Type B

5.2x2.7

6.0 m

5.2x2.7

G 5.2x2.7

5.2x2.7 5.2x2.7

5.2x2.7

6.2 m

6.0 m

3.3 m 5.2x2.7

6.0 m

5.2x2.7

H 5.2x2.7

6.0 m

1:20 Slope Down

5.2x2.7

6.0 m

5.2x2.7

1 A401.a 5.2x2.7

5.2x2.7

6.0 m

5.2x2.7

6.0 m

I 5.2x2.7

6.0 m

1 A201.a

TYP. PARKINFLOOR PLAN - TOWER A & B 1 : 200

23068

LINDSAY MID-RISE SPA package of an apartment in Lindsay, Ontario Project Type: Professional Category: Construc•on + Design Site Loca•on: Toronto, Canada Dura•on: 6 months In correla•on with Barry Bryan Associates My Contribu•on: Research, 3D model, plans, sec•ons, eleva•on, and Renders

William St Residen•al development is another project that I worked on, during my •me at Barry Bryan Associates. I worked on a Site plan Applica•on package that consisted of building and roof site plans, plans, sec•ons, eleva•ons, renders, and stats. The Stats were one of my major responsibili•es and they are heavily used to communicate all the unit and site measurements to a reviewer. I also collaborated with engineers, landscape architects, and traﬃc reports that provided a base site plan indica•ng eleva•on points, sidewalks, and the loca•on of other mechanical elements. The renderings were also redone numerous •mes to propose a good exterior eleva•on design to the clients. These drawings are the accumula•on of 4 months of work on the model, drawings, and renders. This project was completely done in Revit and renders were done in Lumion.

255.5

25 5. 67

25 5. 70

25 5. 53

UNDER GROUND GROUND FLOOR TOTAL

76 + 4BF

79.2

LOADING SPACE

PARKING SPACE LOADING SPACE ACCESSIBLE SPACE

- 2.75m x 5.8m 4m x 15m - 5.8m x 3.6m (+ 1.25 access aisle)

25 5. 56

25 5. 71

25 5. 64

REQUIRED

TOTAL AMENITY AREA PROVIDED:

95 m2 (Indoor) 223 m2(Roof)

505%(max) 55%(max) 35%(max) 14%(min)

SOUTH ( EXT. SIDE YARD): NORTH ( INT. SIDE YARD): EAST (FRONT): WEST (REAR YARD):

PROVIDED 0m 16.5 m 0.0 m 5.6 m

REQUIRED 0m 15 m 0m 5m

GROSS FLOOR AREA 508 m² 1277 m² 1168 m² 734 m² 255 m² 145 m²

GROUND FLOOR TYPICAL FLOOR (2-5) TYPICAL FLOOR (6-7) LEVEL 8 LEVEL 8 ROOF AMENITY LEVEL 8 ROOF TOP AREA TOTAL GFA

9,110 m2

UNIT MIX STUDIO 1 BED 2 BED

PROVIDED 6 ( 5.45%) 34 (30.91%) 70 (63.64%)

REQUIRED

TOTAL UNITS

110 UNITS

N0.

CURB CUT

BARRIER FREE SUITES: REQUIRED =17 PROVIDED = 18

25 5. 84

25 5. 74

WILLIAM ST RESIDENTI DEVELOPM

25 5. 70

2 STOREY COMMERCIAL BUILDING "WILLIAMSON CHRYSLER"

OVERHANG

AREA ASPHALT

SIDEWALK

SITE PLAN FLOOR BA

BOL

25 5. 98 25 6. 32

25 25 5. 87 5. 74 25 5. 86

25 5. 89 25 5. 78

DRAWING:

25 5. 95

ASPHALT ROAD 25 5. 78 EDGE OF

25 5. 92

SOLID PAINT LINE

61% 23.87% 13.17% 11.96%

MDM DEVELOPE

25 5. 87 25 5. 87

4.2 434%

LOT COVERAGE: TOTAL PARKING AREA: TOTAL PARKING AREA GROUND: TOTAL LANDSCAPED AREA:

77-83 William Stre

25 5. 63

25 5. 52

25 5. 70 25 5. 72

25 5. 74

25 5. 65

CU T

25 5. 63

25 5. 89 25 5. 83

PAVER STONE AREAS (SEE LANDSCAPE) MH

FLOOR SPACE INDEX: DENSITY

REQUIRED

25 5. 78

EDGE OF ASPHALT ROAD

BACK OF CURB

25 25 5. 5. 99 87

12092 m2 9,110 m2

PROJECT:

25 5. 76 255 .8 1

25 5. 91

CU 25 RB 5. CU 89 T

25 6. 04

26 m 29 m

PROVIDED 44 + 2BF 32 + 2BF

BIKE / SCOOTER STORAGE PROVIDED = TBD

25 5. 84

25 5. 73 25 5. 96

CONCRETE SIDEWALK

25 6. 00

25 5. 85

WELLINGTON STREET

6 WV

25.8 m 28.9 m

BARRIER FREE PARKING REQUIRED - 4 (3% of required parking) PROVIDED - 4

2 5 25 5. 5. 88 80

CURB CUT

25 5. 75 25 5. 86

256.0 AREA ASPHALT WV

BACK OF CURB

25 6. 11

EX. CONCRETE SIDEWALK

25 5. 56

25 5. 66 25 5. 86

OVERHEAD SIGN

SIDEWALK

25 5. 98

TWSI

25 5. 91

25 5. 97

4 CUT

ANCHOR POLE

25 5. 44

CURB CUT 25 5. 28 25 5. 28 25 5. 40

CURB CUT

25 5. 67

CONCRETE STEP

5.8x2.75

5.8x3.6 BF

25 5. 70

5.8x2.75 5.8x2.75

SATELLITE TV DIHES

25 5. 84

25 5. 90

25 5. 88 25 5. 85

TWSI

BACK OF CURB

5.8x2.75 5.8x2.75

5.8x3.6 BF

5.8x2.75 5.8x2.75

RETAINING WALL

25 25 6.3 6. 1 11 25 6. 14

25 5. 95 GRAVEL

256.0

25 6. 05 25 6. 02 25 5. 94 25 5. 81

25 5. 85

25 5. 77 25 5. 61

OVERHEAD SIGN

5.8x2.75

. . .

25 5. 79

DRIVEWAY

ASPHALT EDGE CHAIN LINK FENCE

25 4. 74

STAIRS 25 4. 75 25 4. 7 25 5 25 4.7 6. 4 10 25 25 5. 5. 79 79

25 5. 78

25 RETAINING 5.9 7 WALL

25 5. 89

25 6. 08 25 5. 85

BOL 50 28

CONCRETE SIDEWALK

25 5. 18

25 5. 34

PLOT TOWN BY STREET (WILLIAM

25 5. 40

25 5.5 CURB 25 5. 67

R 5.8x2.75

5.8x2.75 5.8x2.75

5.8x2.75

25 5. 73 25 5. 60

25 5 25 .78 5. 89 25 5. 73

25 5. 76 25 5. 85

FRAME WHEELCHAIR RAMP 25 5. 25 96 5. 89 25 5. 76

25 5. 81

25 5. 65

25 5. 52

25 5. 79

CC 256.10

BUILDING HEIGHT: EX. MECH PENTHOUSE WITH MECH PENTHOUSE (See Building section)

31m (minimum)

PROVIDED TOTAL FLOOR AREA WITH BASEMENT AND SURFACE PARKING: GROSS FLOOR AREA:

SETBACKS

RB CU

25 5. 83

6.5 m

CURB

ANCHOR

08 86

2 CONCRETE

34.44

BOL BOL

DRIVEWAY

PROPOSED CONCRETE CURB

7.0 m

34.5 m

m m 1.1 0.5

EX. CONCRETE SIDEWALK

RESIDENTIAL ENTRY

3.0M R.O.W VENTILATIONG METER

2 A401

T CU

RAMP DOWN(TO UG PARKING) SIB 255.79

6.2 m

VESTIBULE

N69 58' 30"E

25 6. 12

6.2 m

25 5. 77

6.2 m

5mx5m DAYLIGHT TRIANGLE

OFFICE

R CU

TMH

6.5 m

5.1 m

25 5. 78

WILLIAM STREET NORTH

6.2 m

N19 39' 30"W

AMENITY AREA 885 ft²

LOBBY

3.0 m

25 5. 77

6.2 m

3.6 m

STAIR 1 144 ft²

SERVICE LANE & LOADING ONLY 15.0 m

0 35 R4

1 : 150

CACF

BACK OF CURB

SITE PLAN - Ground Based

ELEV 135 ft²

BOLLARD

PROPOSED CONCRETE CURB 1 A101.a

8.8 m

3.0 m FOR ROAD WIDENING

SIGN

BOLLARD

PED

1 A402

2 A402

LE CAB NE PHO ELE DT HEA LE R E B OV CA O DR HY AD HE ER OV

1.5 m0.9 m

NEW. CONCRETE SIDEWALK

STAIR 2 179 ft²

3.3 m

4.0 m

BOL

3.4 m

REFUSE DISCHARGE ABOVE

DILIVERY/SHIPPING 345 ft²

3.3 m

3.0 m

1277 m² 69.6 m & 34.5 m

PARKING

3.0 m 3.4 m FOR ROAD WIDENING

G METER BOL

FRAME VERANDA

1.3 m 0.7 m

DELIVERY/ MOVING

STAIRS

7.0 m

REFUSE 311 ft²

BOLLARD

PROPOSED CONCRETE CURB

DOOR SILL 256.92

6 Yrd Bin

4.0 m

1.8 m

0.9 m

4.0 m

LANDSCAPED AREA

2 1/2 STOREY BRICK TOWNHOUSE No. 24

1.5 m

S19 39' 30"E

CONCRETE RAMP

1.3 m 3.6 m TYPICAL

5.3 m SETBACK

TRANSFORMER

256.0

5.8 m TYPICAL

69.6 m

69.7 m

BOL G METER BOL

10 SPACES

0.4 DIA

9 SPACES

BUILDING AREA: LOT FRONTAGE:

MONITORING WELL

66.5 m

6 SPACES

5.8x2.75

25 5. 57

0.6 DIA CLUMP POST

EX. CONCRETE SIDEWALK

5 5. 25

3.0M R.O.W

6.2 m

CONCRETE CURB

TWSI AS PER TOWN AJAX DESIGN STANDARDS AS-233 & AS-234

OVERHEAD TELEPHONE CABLE

PROPOSED ENTRANCE TWSI

PROPERTY LINE

PROVIDED REQUIRED ZONING: CC (Central Commercial) LOT 6 GROSS LOT AREA: 2402 m2 NET LOT AREA: 2097.1 m2 2000 m2

3 A402

PROPOSED FIRE EXITS

SITE STATISTICS

25 BACK OF CURB 5. 25 90 5. 90 CONCRETE 25 5. 93

R 12 425

. .

TWSI

TREES / PLANTING -SEE LANDSCAPE PLANS

LANDSCAPED AREA - SEE LANDSCAPE PLAN

PROPOSED BUILDING

T CU

6.1 m

CONCRETE SIDEWALK -SEE LANDSCAPE PLANS

ASPHALT

RB CU

5.8x2.75

6.7 m

69.63

5.8x2.75

5.8 m

6.2 m

5.8x2.75

25 5. 58 25 5. 45

DRIVEWAY

ASPHALT

6.7 m

6.2 m

5.8x2.75

WILLIAM STREET N

LEGEND

25 5. 52

CUT

CU RB

CU T

5.8x2.75

BUILDING ABOVE BUILDING AREA 1277 sqm

6.1 m

25 25 5. 5. 49 39

5.8x2.75

3.3 m

69.69

5.8x2.75

ASPHALT DRIVEWAY

5.8 m TYPICAL

25 5. 25

5.8x2.75

3.4 m

2.8 m TYPICAL

POST

5.8x2.75

87 50

25 5. 34 CHAIN

13.13 25 5. 26

5.8x2.75

12 50 0

6.2 m

5 77 R8

5.8x2.75

5.8 m

5.8x2.75

2.8 m

KNOWN LOCALLY AS

CONCRETE SIDEWAL

2 EDGE OF 55 .3 0

25 5. 70

25 5. 73

BOL

GUIDE RAIL

25 5. 42 BACK OF CURB ASPHALT ROAD

25 5. 69 25 5. 66

25 5. 57 25 5. 78

25 5. 49

25 5. 28 LINK

PED

SLOPE

4.2 m

FIBREGLASS SHED

34.44

LANDSCAPED AREA

3.8 m

25 5. 16

IB 255.69

TWSI

16.3 m SETBACK

LANDSCAPED AREA

IB 255.24

25 5. 26

6.1 m

9 SPACES

1.5 m

VENTILATION GRILL

CHAIN LINK FENCE

25 5. 09

CHAIN LINK FENCE

DECK

2 STOREY BRICK HOUSE 5No. 87

6.7 m

25 5. 73 25 5. 71

METAL SHED

5.8 m

25 5. 25 35 5. 92

34.5 m 4 31.5 m

6.7 m BOARD FENCE

BOARD FENCE

6.2 m

25 2 25 5. 41 55. 5. 33 78

25 5. 25 2 55 FENCE .2 7

25 5. 21

25 5. 03

5.5 25

S70 04' 30"W

PROPOSED CONCRETE CURB

255.5

25 5. 85

25 5. 84

TWSI

25 5. 88

25 5. 85

CU T

1x 2

CONCRETE B

T CU

PROPOSED CONCRETE CURB

TWSI

RAMP DOWN (TO PARKING)

50 28

CC 256.10

ANCHOR POLE BOL

BACK OF CURB

6 WV PAVER STONE AREAS

WELLINGTON STREET HW

5.0 m

N WV

DRAWING:

SITE PLAN BASED)

BOL

CU T

255.5

2 STOREY COMMERCIAL BUILDING "WILLIAMSON CHRYSLER"

OVERHANG

AREA

SIDEWALK

ASPHALT

25 5. 84

25 5. 74

CURB CUT

25 5. 56

25 5. 71

25 5. 64

25 5. 70

25 5. 98 25 6. 32

25 5. 70

25 5. 95

25 25 5. 5. 88 80

LE CAB NE PHO ELE DT HEA LE R B E OV CA O DR HY AD HE ER OV

25 BACK OF CURB 5. 25 90 5. 90 CONCRETE 25 5. 93

ASPHALT ROAD

25 5. 84

1.5 m0.9 m

SOLID PAINT LINE

25 5. 53

25 5. 66

25 5. 67

87 50

CURB CUT

OVERHEAD TELEPHONE CABLE

25 25 5. 87 5. 74 25 5. 86

A 25 5. 92

25 5. 76 255 .8 1

SOLID PAINT LINE

BACK OF CURB

25 5. 78 EDGE OF

RESIDENTIAL ENTRY

5.8x2.75

25 5. 67

25 5. 40

CURB

69.63

5.8x2.75

25 5.5

5.8x2.75

25 5. 58 25 5. 45

25 5. 26

CUT

CU RB

25 5. 56

25 5. 40

255.5

(WILLIAM

25 5. 52

CU T

25 5. 25 2 55 FENCE .2 7

25 5. 21

25 5. 03

25 5. 78

25 5. 57

25 5. 66

25 5. 70

25 5. 73

25 5. 69

25 2 25 5. 41 55. 5. 33 78

25 5. 73 25 5. 71

25 5. 49

25 5. 25 35 5. 92

CONCRETE SIDEWAL 25 5. 42 BACK OF CURB 2 ASPHALT ROAD EDGE OF 55 .3 0

25 5. 28

STREET

25 5. 44

25 5. 28

25 5. 34

25 5. 18

PLOT

CONCRETE SIDEWALK

CURB CUT

TOWN

WILLIAM STREET N

25 25 5. 5. 49 39

25 5. 28 LINK

FIBREGLASS SHED 25 5. 34 CHAIN

25 5. 16

13.13

KNOWN LOCALLY AS

25 5. 89

6.5 m TMH

25 5. 70

BOL G METER BOL

25 5. 78

CURB CUT

TWSI

EDGE OF ASPHALT ROAD

25 5. 75

25 5. 77 25 5. 61

CONCRETE STEP

OVERHEAD SIGN

5.8x2.75

3.5 m STEP BACK AT LEVEL-6

25 5. 70 25 5. 72

G METER

25 5. 86

5.8x2.75

22.7 m

RB CU

5 H

OVERHEAD SIGN

5.8x2.75

25 5. 63

EX. CONCRETE SIDEWALK

ANCHOR

25 5. 74

34.44

25 5. 78

5mX5m DAYLIGHT TRIANGLE 25 5. 86

5.8x2.75

69.69

25 5. 26

TWSI

25 5. 65

3.0M R.O.W

5.8x2.75

25 5. 87

NEW. CONCRETE SIDEWALK

25 5. 73

5.8x2.75

25 5. 57

2.8 m

25 5. 89 25 5. 83

BOLLARD

08 86

SIDEWALK

3.5 m

25 5. 52

BOL BOL

BOL

BACK OF CURB

5.8x2.75

25 5. 79

25 5. 73

25 5. 09

VENTILATION GRILL

25 5. 63

DRIVEWAY

3.5 m

1.5 m

25 5. 87

PROPOSED 7TH FLOOR OUTDOOR AMENITY AREA=174.37sqm HEIGHT=19.75m 7.0 m

4 m m 1.1 0.5

CUT

5.3 m

25 5. 85

256.0

5.8x2.75

DRIVEWAY

DOTTED LINE DENOTES THE EXTENT OF INTERIOR AREA AT GROUND FLOOR

25 5. 96

ASPHALT EDGE

25 5. 65

25 5. 60

PROPOSED 7TH FLOOR ROOF HEIGHT=22.5m

CONCRETE SIDEWALK

CHAIN LINK FENCE

25 5 25 .78 5. 89 25 5. 73

25 5. 76

PROPOSED 8TH FLOOR ROOF HEIGHT=22.8m

IB 255.69

25 25 5. 5. 99 87

21.2 m

DRIVEWAY

25 6. 00

15.6 m

AREA

9.9 m

5.8x2.75

25 5. 91

SERVICE LANE & LOADING ONLY

ASPHALT

25 5. 89

25 RETAINING 5.9 7 WALL

25 4. 74

STAIRS

FRAME WHEELCHAIR RAMP 25 5. 25 96 5. 89 25 5. 76

PROPOSED PENTHOUSE AREA=156sqm HEIGHT=25.85m

5.8x2.75

CU 25 RB 5. CU 89 T

25 25 6.3 6. 1 11

RETAINING WALL

25 6. 14

7.4 m

25 6. 11

25 5. 95 GRAVEL

256.0

SATELLITE TV DIHES

25 6. 05 25 6. 02

25 4. 75

25 5. 25

ASPHALT

25 5. 98

25 5. 94

25 4. 7 25 5 25 4.7 6. 4 10

25 5. 81

LANDSCAPED AREA

25 5. 85

25 5. 52

ASPHALT DRIVEWAY

5.8x2.75

7.0 m

CURB

25 5. 91

25 5. 81

25 5. 85

25 25 5. 5. 79 79

25 6. 08

4.0 m

3.0 m FOR ROAD WIDENING

25 6. 04

SIB 255.79

25 5. 97

25 5. 90

25 5. 78 25 5. 79

PED

R CU

SITE PLAN - Roof Based RB

BOLLARD

PED

EX. CONCRETE SIDEWALK

BACK OF CURB CU

5.3 m SETBACK

5.8x2.75

5.0 m

SIGN

A .

DECK

WILLIAM STREET NORTH

BOL

5.8x2.75

N19 39' 30"W

FRAME VERANDA BOLLARD

6.1 m

STAIRS

6.1 m

25 5. 83

PROPOSED CONCRETE CURB 5.8x2.75

EX. CONCRETE SIDEWALK

25 6. 12

3.3 m

DOOR SILL 256.92

4.0 m

SLOPE

14.0 m

B 5.8 m

5.8x2.75

15.8 m

2 1/2 STOREY BRICK TOWNHOUSE No. 24 G METER BOL

LANDSCAPED AREA GUIDE RAIL LANDSCAPED AREA

31.2 m

TRANSFORMER .

34.44

3.0M R.O.W

37.7 m

C 0.6 DIA CLUMP

5.8x2.75

PROPOSED 5TH FLOOR ROOF HEIGHT=16.5m

256.0

CONCRETE RAMP

LANDSCAPED AREA

CHAIN LINK FENCE

T CU

0.4 DIA

15.0 m

1 : 150

0 35 R4

1 A101.b

7 POST

BOARD FENCE

2 STOREY BRICK HOUSE 5No. 87

RB CU

5 5. 25

4.0 m 1.8 m

25 5. 77

CHAIN LINK FENCE

7.0 m

CONCRETE CURB

5.5 25

IB 255.24

6.3 m

16.3 m SETBACK

POST

METAL SHED

9 SPACES

5 77 R8

BOARD FENCE

S70 04' 30"W

10 SPACES

25 5. 78

S19 39' 30"E

25 5. 77

Mx 1

N69 58' 30"E

MONITORING WELL

N0.

WILLIAM ST RESIDENTI DEVELOPM

PROJECT:

77-83 William Stre

MDM DEVELOPE

1x 4

6700

6100

MEP. 424 ft² 5.8x2.75

6700

6100

LANDSCAPED AREA

5.8x2.75

5.3 m

6200 6200

1 : 150

5800

6700

6 Mx

6100

M 4180

6700

4180

6150

6200

66480

1 BED 546 ft²

6200

8212

6200

1575

CORRIDOR 835 ft²

5825

11907

2 BED 797 ft²

4 A301

5825

1 BED 543 ft²

2 A402

1 BED 638 ft²

8960

2 BED 735 ft²

PRIVATE TERRACE

1 A401 6200

STAIR 1 144 ft²

AMENITY AREA

6500

ROOFTOP AMENITY AREA

5mX5m DAYLIGHT TRIANGLE

6 1x

1 A203

Level 8 1 : 150

2 A402

ELEV 135 ft²

12400

MECH. ROOM 1325 ft²

6200

1 A401

REFUSE 61 ft²

6500

2 BED 736 ft²

6200

50.2 m

6200

2 BED 798 ft²

6200

5825

8TH STOREY ROOF H=25.85m 1 BED 543 ft²

6200 6200 6200

6013 5825

66480 6200

5825

6200

5825

6200

2 BED 693 ft²

ELEV 135 ft² STAIR 1 144 ft²

1 BED 624 ft²

7212

6200

1 BED 708 ft²

6200

7212

1 A202

6200

1 BED 546 ft²

C 1 A401

B 2 BED 589 ft²

B 1 BED 697 ft²

1 BED 766 ft²

6500

1 BED 401 ft² 5147

6500

2 BED 660 ft² 7622

7425 5mX5m DAYLIGHT TRIANGLE

6200

STAIR 2 136 ft²

5905

6200

1 BED 662 ft²

D 2 A402

UNIT AREAS

2 A401

6200

16.3 m

C 1 BED 624 ft²

26.2 m

7TH STOREY ROOF H=22.80m (POTENTIAL GREEN ROOF)

5mX5m DAYLIGHT TRIANGLE

3 A301

22050

REFUSE 61 ft²

2 BED 735 ft²

STAIR 1 144 ft²

6500

2 BED 736 ft²

ELEV 135 ft²

6200

15000 2982

5.3 m

6200

. .

6200 6500

VESTIBULE 148 ft²

Level 1

3000

PRIVATE TERRACE

CACF 111 ft²

31450

2 BED 693 ft²

RAMP DOWN (TO PARKING)

6100

3541

1 BED 543 ft²

VENTILATION

6700

6200

6200 66480

5.8x2.75 5.8x2.75

6200 .

5.8x2.75

5800

8345

6100

31450

BACHELOR 478 ft²

6700

2057

PRIVATE TERRACE

6200

5.8x2.75

6150

PRIVATE TERRACE

1 BED 543 ft² 11907

B MAIL ROOM 81 ft²

2 A201

1 BED 546 ft²

2 BED 798 ft²

11586

2 A402

2 BED 735 ft²

AMENITY AREA 885 ft²

LOBBY 1279 ft²

1 : 150

CORRIDOR 1111 ft²

REFUSE 61 ft²

STAIR 1 144 ft²

OFFICE 245 ft²

2 BED 797 ft²

6700

1701

2 BED 736 ft²

BASEMENT FLOOR PLAN

12207

1 A402

5.8x2.75

5800

PRIVATE TERRACE

2 BED 777 ft²

2 BED 798 ft²

ELEV 135 ft²

31450

1 A201

5.8x3.6 BF

6200

5.8x2.75 5.8x2.75

5.8x2.75

2750

6700

2 A401

2 BED 779 ft²

D STAIR 2 179 ft²

SERVICE LANE & LOADING ONLY

3600

5.8x3.6 BF

TYPICAL

1250 6150

CORRIDOR 1155 ft²

2 BED 777 ft²

REFUSE DISCHARGE ABOVE

2 BED 797 ft²

. .

5.8x2.75

. .

3600

5.8x3.6 BF

1250

6200

5.8x2.75

5.8x2.75 5.8x2.75

5.8x2.75

2750

5.8x2.75

TYPICAL

5.8x2.75

15%

DILIVERY/SHIPPING 345 ft²

MEP. 166 ft²

TRANSFORMER ABOVE

5722

66480

5.8x2.75

5.8x2.75 5.8x2.75

66480

7.5%

VENTILATION

1 BED 546 ft²

6200

5.8x2.75

3000

4000

STAIR 2 136 ft² UP

700

6200

5.8x2.75

5.8x2.75 5.8x2.75

5.8x2.75

. .

5.8x2.75 5.8x2.75

5.8x2.75

. .

MEP. 445 ft²

UNEXCAVATED

STAIR 1

BACHELOR 662 ft²

REFUSE 311 ft²

C 1 A401

5800

TYPICAL

STAIR 2 136 ft² UP

1 BED 662 ft²

5800

TRANSFORMER

3 A402

2 BED 779 ft²

2 A402

ELEV

PRIVATE TERRACE

LANDSCAPED AREA

1.5 m

LOBBY MEP. 856 ft²

J 1 BED 586 ft²

50.2 m

2.3 m

1 A402

26.2 m

2 BED 854 ft²

6200

5.8x2.75

5.8x2.75 5.8x2.75

6200

3 A402

5825

5800

STAIR 2 129 ft²

6 Yrd Bin

STAIR 3 UP

6200

6300

5800

5.8x2.75

6300

5.3 m

2 BED 825 ft²

50.2 m

5.8x2.75

TYPICAL

6200

5400

F 5.8x2.75

3 A301

6200

2750

5.8x2.75

TYPICAL

5.8x2.75

6200

. .

5.8x2.75

. .

5.8x2.75

5.8x2.75 5.8x2.75

G 5.8x2.75

1 A401

Mx 6100

12313

2 BED 854 ft²

STAIR 2

RAMP UP (TO GRADE)

6700

26.2 m

TYPICAL 5800

H UP

5800

5.8 m

5800

6700

6200

5.8x2.75

6200

5.8x2.75

34 PARKING AT GROUND FLOOR

5.8x2.75

2750

TYPICAL

5.8x2.75 5.8x2.75

6.3 m

H 3 A402

3 31450

6150

6200

5.8 m

5.8x2.75

6200

6200 .

5.8x2.75

6.3 m

16.3 m

5.8 m

5.8x2.75

5800 TYPICAL

12863

6100

16.3 m

6.9 m

46 PARKING AT UNDERGROUND

6700

LANDSCAPED AREA

5.8x2.75

5800

VENTILATION

4 31450

VENTILATION GRILL

5.8x2.75

6700

6013

5800

6150

5825

5.8x2.75

6700

5825

5.8x2.75

6150

5825

5.8x2.75

4180

5.8x2.75

4180

5800

5825

6700

Mx Mx

5825

6150

31450

4180

6200

6625

1x Mx

2 A203

ROOF PLAN 1 : 150

Level 2 (2-5) 1 : 150

2 A401

BACHELOR - 365 sqft 1 BED - 540 sqft 2 BED - 760 sqft

1x 2 A202

Level 6 (6-7) 1 : 150

A 2

6 49900

26150

6500 6700

Peak

28900

ROOF PLAN

25850

Level 8

22800

6200

6200 Peak

28900

ROOF PLAN

25850

Level 8

22800

3050 3050

BRICK (BLACK)

19750

Level 6 (6-7)

16700

Level 5

13650

28900

3050

Level 3

7550

19750

Level 6 (6-7)

16700

Level 5

13650

EIFS (WHITE)

Level 4

10600

Level 3

7550

MASONRY (WHITE)

3050

10600

3050

Level 4

Level 7

3050

BRICK (BLACK)

3050

EFIS (WHITE)

3050

Level 7

28900

6200

6100

3050

5800

3050

6700

Level 2 MASONRY (WHITE)

4500

METAL PANEL (YELLOW)

Level 2

4500

Ground

4500

METAL PANEL (YELLOW)

Ground

SOUTH

1 A301

2 A301

1 : 150

EAST 1 : 150

N0.

49900 6200

6200

6100

6500 Peak

28900

ROOF PLAN

25850

Level 8

22800

Level 7

19750

Level 6 (6-7)

16700

Level 5

13650

6700

5800

6700 Peak

28900

ROOF PLAN

25850

Level 8

22800

Level 7

19750

Level 6 (6-7)

16700

Level 5

13650

PROJECT:

3050

3050 3050

28900

3050 10600

3050

Level 3

Level 4

7550

MASONRY (WHITE)

4500

Ground

Level 3

7550

MASONRY (WHITE)

Level 2

4500

Ground

4500

Level 2

10600 EIFS (WHITE)

3050

EIFS (WHITE)

4 A301

WEST 1 : 150

MDM DEVELOPE

DRAWING:

3050

6100

Level 4

WILLIAM ST RESIDENTI DEVELOPM

77-83 William Stre

3050

3050 3050

3050

BRICK (BLACK)

4500

28900

3050

6200

26150

3 A301

NORTH 1 : 150

ELEVATION

PLAN & SECTION DETAILS School addition and renovation in Napanee, Ontario Project Type: Professional Category: Construc•on + Design Site Loca•on: Toronto, Canada Dura•on: 4 months In correla•on with Salton Pilon Architecture My Contribu•on: 3D model, plan details, sec•ons, eleva•ons, stairs, and sec•on details.

This is a standard brick construc•on school in Napanee, Ontario. In my free •me, I work as a freelance architect for clients and Salton Pilon architecture is one of them. They needed help with the plan details, sec•ons, and sec•on details. I also worked on all the staircases in this school. This project was completely worked in Revit through BIM360. These plan and sec•on details were worked on from scratch, alongside the stairs and all the sec•ons. I was ini•ally given examples and I used them to match and maintain the working style of Salton Pilon.

SITE LOCATION SUBJECT PROPERTY

MARKBROOK HOMES Realistic Ever Changing Interior Plan Project Type: Professional Category: Architecture Site Loca•on: Toronto, Canada Dura•on: 4 months In correla•on with MB architects My Contribu•on: Research, 3D model, plans, sec•ons, eleva•on, and diagrams

The clients had a piece of land on which they wanted to build a house. The house constantly changed its plans. On my first visit to the site, the plans were completely different from the exis•ng constructed structure. I measured the en•re house and applied the changes to the exis•ng plans. I have personally created all the plans, eleva•ons, and sec•ons. AutoCAD was the primary source of the program used to create and work during this project. This was a great project that allowed me to collaborate with city officials and learn from our months working together.

K STR

R OO

KB MAR

EET

10'-4"

[3.2m]

34'-6"

24'-2"

4'-1"

4'-0"

[1.2m]

[1.2m] 11" 4'-2"

8'-0" X 7'-0" O.H DOOR

[1.8m]

0'-0"

[1.3m]

2'-10"

[1.2m]

[1.3m]

3'-10"

1'-3" 4'-2"

24'-0" 9'-6"

6'-8"

4'-2"

5'-10"

30'-0" [9.2m]

4'-0"

2'-2"

24'-2"

[7.4m]

[3.4m]

11'-0"

3'-8"

66 5'-4"

[7.3m]

35'-0"

2'-2"

15'-2"

[10.7m]

4'-0"

[2.7m]

2'-2"

34'-6"

[10.5m]

9'-0"

30'-4" [9.3m]

4'-0"

-7'-8" 20'-11"

10'-3"

13'-6"

[6.4m]

[3.1m]

[4.1m]

PROPOSED FRONT ELEVATION Proposed Front Eleva•on

15M TOP CONT.

Z " % % 4Ä (+$4' ).#55 +057.#6+10 $1#4&

12" MAX.

35MPa CLASS C1 CONCRETE

5'-0" MAX. POST SPACING PICKET SPACING <4" TYP.

Z 5+.. 2.#6' Y $1.6 " Ä % % '/$'&&'&

2" [50 mm] CL. TYP.

8'0''4 5'' #4%*

3'-6"

9'-0"

12" MIN.

4" DIA. WEEPERS @ 5'-0" o/c WITH CLEAR CUT STONE AT EACH INTAKE.

300 COMPACTED GRANULAR PLUS COMPACTED ENGINEERED FILL (SEE GEOTECHNICAL REQUIREMENT)

4'-0" MAX.

2'-6"

3'-0" 20@150 TUL 15@200 TLL

3H AN D

2-2x10@RIM TYP.

100 SOG DOWELS TO MATCH VERTICAL, LAP SPLICE 900 MIN.

DRAINAGE TILE, SEE ARCH. CONFIRM WITH SOIL CONSULTANT.

%1/2#%6'& )4#07.#4 (+.. 18'4 9'..Ä %1/2#%6'& '#46*

11"

2X4 TYP.

10X10 POST

15@300 VOF

15@300 HEF 20@200 VIF

&#/2 2411( /'/$4#0' 6;2

4x4 POST

%10% 5.#$ Y 9 9 / 9 %10% /2# #6 &#;5

/" 1 % &19'.5

SUB-GRADE AS PER GEOTECHNICAL RECOMMENDATION

6x6 POST

+51.#6+10 ,1+06

RA IL

32" HIGH HAND RAIL

/" 1 % ' 9

)4#&' $'.19 )4#&' 14 (4156 &'26* 9*+%* '8'4 +5 )4'#6'4

10"

15@200 BUL

1'-6"

75mm CL. TYP.

GRADE /"

UNDISTURBED SOIL, TO BE CONFIRMED BY SOIL CONSULTANT.

6'-0"

14"

2'-0"

15@200 BLL &+# 9''2+0) 6+.' 70&'4 5610' $'&

Retaining Wall Sec•on RETAINING WALLDetail DETAIL SECTION

Ä / %106

STONE PAVER

24"

Founda• on Wall Type Basement Detail FOUNDATION WALL TYPEWithout WITHOUT BASEMENT DETAIL

Deck Stairs Eleva• onal SECTION Sec•on DECK STAIRS ELEVATIONAL

21'-8"

19'-7"

6'-10"

6'-9" 10'-10"

WL3 6'-0" X 7'-0"

5'-3"

4'-0" X 5'-0" WL3

P3 ABOVE

3'-0"

P1 ABOVE

3-1 3/4 x 9 1/2(LVL) 5 + L5X3-1/2" X 16 " (LLV)

P2 ABOVE

250.98

5'-0"

5'-11"

8'-0" X 7'-0" O.H DOOR

10'-3"

2'-6"

Proposed Basement ﬂoor plan PROPOSED BASEMENT FLOOR PLAN

27'-11" 28'-4"

LIVING ROOM

8" 8"

49'-11"

WL1 3'-0"X4'-0"

252.14

10'-6"

3-1 3/4 x 9 1/2(LVL) 5 + L5X3-1/2" X 16 " (LLV)

8'-0" X 7'-0" O.H DOOR

12'-0"

FOYER

P2 3-1 3/4"x9 1/2"(LVL) 2.0E P2 P3

250.98

P1 UP ENTRANCE PORCH P1

3'-4" X 7'-0" WL2

250.88

13'-6"

UP 44'-7"

22'-8"

DINING ROOM

250.88

44'-7"

3-1 3/4"x11 78" (LVL)2.0E

251.95 P1 ABOVE

6'-0"

3-1 3/4"x11 78" (LVL)2.0E

2 CAR GARAGE

P1 P1 ABOVE

20'-11"

21'-7"

2-1 3/4"x11 78"(LVL)2.0E G7 - 2 PLY

8'-0"

251.15

2'-8" X 2'-8" UP W1+L1 2'-10"

P1 UP 8 R @ 7.4" 7TR @ 10"

19'-2"

20'-5"

PANTRY

20'-0"

20'-11"

20'-0"

3-1 3/4"x11 78"(LVL)2.0E

4'-11"

251.15

P1 ABOVE

3'-9"

G2 - 2 PLY

WL1 WL1 2'-6"X4'-0" 2'-6"X4'-0"

2-1 3/4"x11 78"(LVL)2.0E

CLOSET

20'-11"

P2 ABOVE P3 P1 ABOVE ABOVE

HAND RAIL AS PER OBC

P1 ABOVE

2-1 3/4"x11 78"(LVL)2.0E P1

4'-11"

P3 ABOVE

15'-7"

17'-0" 5" 2'-0" 8'-0"

252.14

-10'0"

19'-2"

KITCHEN & BREAKFAST AREA

2X6@16" O/C LOAD BEARING WALL

11'-5"

E.F.

22'-8"

P1 ABOVE

2-2x10 G8 - 2 PLY

3-2x6

2-1 3/4"x11 78"(LVL)2.0E 4'-11"

P1 ABOVE

CORRIDOR

2 PCS W.R

6-@77 8"

P1 ABOVE

FLOOR JOIST BY KOTT LUMBER TYP.

49'-11"

1'-9"

GARAGE ABOVE (UNEXCAVATED) REMOVE TOP SOIL ONLY

FAMILY ROOM

OFFICE

W12X58

P1 ABOVE

49'-11"

249.09

G3 - 2 PLY

G2 - 2 PLY

8'-2"

P1 ABOVE

W12X53

12'-0"

P2 ABOVE

P1 ABOVE

FIRE PLACE

C1 POST ON 42"X42"X20"DEEP CONC FOOTING

P1 ABOVE

252.14 P1 ABOVE

FOR FLR. JOIST SEE KOTT LUMBER JOIST LAYOUT

19'-0" 10'-9" P1 ABOVE 2-1 3/4"x11 7/8"(LVL)2.0E P1 ABOVE

42'-9" 2X6@16" O/C LOAD BEARING WALL ON 14"X8" DEEP STRIP FOOTING 11'-1"

251.46

42'-9"

UNFINISHED WALK OUT BASEMENT

P3 POST ON 30"X30"X16" DEEP CONC FOOTING

13'-6"

4'-0" X 6'-0" WL3

34'-11"

P1 ABOVE

5'-7"

251.98

WL2 4'-0" X 2'-0"

FOR FLOOR JOIST BY OTHERS

4'-0"

7'-10"

6'-3"

PATIO PATIO

2-2x8

3'-5"

WL2 4'-0" X 2'-0"

P4 ABOVE

11'-5"

7'-11"

2-1 3/4"x11 78"(LVL)2.0E

P4 ABOVE

GAS VENT

10'-10" 14 RISERS @ 75 16" RISER

4'-0" X 6'-0" WL3

11"

25 6"

5'-3" 5'-6"

1. 46

248.90

251.35

9'-8"

10'-10" 14 RISERS @ 75 16"

6'-2"

2'-0" 1'-2"

1'-2"

WALKUP FROM THE BASEMENT

7'-1"

10'-11"

3-@65 16"

5'-4"

249.09 11"

251.46

44'-7"

6'-1"

4'-6"

11"

6'-0"

251.50

Proposed ground ﬂoor plan

PROPOSED GROUND FLOOR PLAN

3'-4" X 7'-0" WL2

250.82

3'-11"

3'-0"

4'-0"

7'-11"

3'-0" X 4'-6" WL1

8'-6"

BALCONY. SEE STRUCTURAL ENG. DRAWINGS. 2'-8" 3'-0"

3'-0" X 6'-8" WL1

3'-0" X 4'-6" WL1

3'-11"

3'-0" X 4'-6" WL1

12'-0"

9'-0"

DN 2'-10"

9'-4"

3'-0"

1'-11"

3'-0" X 4'-6" WL3

12'-6"

9'-0"

P1 BELOW AT DOUBLE OR TRIPLE TRUSS LOCATION

P1 BELOW AT DOUBLE OR TRIPLE TRUSS LOCATION 23'-5"

23'-4"

SHOWER

MASTER BED ROOM

15'-0"

4'-11"

15'-0"

BED ROOM

W.RM P1

10'-2"

9'-8"

E.F.

2'-6" X 4'-0" WL1

4'-5"

CLOSET CLOSET 3'-10"

4'-1"

BED ROOM

6'-2"

1'-8"

2'-8"

10'-5"

SKYLIGHT ABOVE

6'-2"

SKYLIGHT ABOVE

W.I.C

10'-9"

49'-11"

2'-6" X 4'-0" WL1

P1 BELOW AT DOUBLE OR TRIPLE TRUSS LOCATION

7'-7"

16'-7"

3'-3"

WL1 3'-0"X4'-0"

5'-1"

PROVIDE 2-2X6 AROUND SKYLIGHT. 8'-10"

W.RM E.F.

PRE-ENGINEER ROOF TRUSS REFER TO KOTT LUMBER

6'-7"

TUB

E.F.

4'-5"

SHOWER

W.RM

26'-7"

5'-9"

CLOSET

16'-8"

3'-9"

E.F.

ELECTRIC PANEL

3'-8"

WL1 3'-0"X4'-0"

2'-6" X 4'-0" WL1

8'-7"

7'-7"

E.F.

W.RM 4 3'-0"

1'-7"

2'-5"

5'-9"

2'-10"

P1 BELOW AT DOUBLE OR TRIPLE TRUSS LOCATION

2'-7"

P1 BELOW AT DOUBLE OR TRIPLE TRUSS LOCATION

15'-11"

3'-4" X 4'-0" WL3

3'-4"

2'-0" X 4'-0" WL1

3'-4" X 4'-0" WL2

2'-0" X 4'-0" WL1

3'-4" X 4'-0" WL3

7'-7"

BED ROOM

W.I.C

BED ROOM

12'-10"

8'-5"

13'-0"

2'-7"

3'-4" X 4'-0" WL2

3'-4"

11"

3'-4" X 4'-0" WL2

6'-4" X 4'-0" WL3

5'-2"

4'-0"

6'-0"

3'-6"

44'-7"

Proposed ground Second plan

PROPOSED ROOF PLAN

Proposed Roof plan

COOP PLACEMENT WORK Ceiling plans with HVAC, lighting, and piping Project Type: Professional work Category: Construc•on + Design Site Loca•on: Toronto, Canada Dura•on: 1 week In correla•on with Brander architects My Contribu•on: Modiﬁed the ceiling plan in AutoCAD

During my work term with Brander architects, I was assigned a project that required modiﬁca•on of the exis•ng ceiling plans. I conducted a site visit and included images for representa•on purposes. I learned how to read ceiling plans, what to include, and what not to include from the exis•ng ceilings. I created new plans and updated the old plans respec•vely. I got an overall perspec•ve of this project from planning to execu•on. Site visits played an important role in helping me iden•fy the correla•on between design and construc•on. Every AutoCAD line received a new meaning because of my on-site prac•cal experience. I was able to put the theore•cal knowledge into prac•ce via this project.

OAK WOOD BOULEVARDA A Dental Clinic NOTE: SEE PARTITION & SUPPORTS PLAN FOR LOCATION OF BLOCKING FROM DENTAL EQUIPMENT PACKAGE. VERIFY ALL LOCATIONS WITH SALES REP. PRIOR TO INSTALLATION.

SLOPE BACK TO VACUUM SYSTEM BUILD LIKE DRAIN LINE, MIN SLOPE 1/4" IN 10'-0".

FINISHED CEILING

2" PVC VACUUM LINE

UNDERSIDE OF DECK

Project Type: Professional Category: Architecture + Design Dura•on: 4 months Site Loca•on: Toronto, Ontario In correla•on with MB Architects My Contribu•on: 3D model, plans, sec•ons, eleva•ons, axo’s, and site study

FINISHED CEILING

WHERE UPPER DECK IS WITHIN 4'-0" FROM SUSPENDED CEILING SUPPLY METAL STUDS AS LATERAL SUPPORT IN THE SAME ORIENTATION AS DENTAL CHAIR.

CONDUIT TERMINATES ABOVE FINISHED CEILING.

2" VACUUM LINE TO OPERATORIES ON MAIN FLOOR

CONDUIT TO X-RAY CONTROL BOX LOCATION.

14 GAUGE HANGER WIRE SUSPENDED FROM UNDERSIDE OF DECK. SUPPLY A MIN. OF 6 HANGER WIRES PER TILE ABLE TO SUPPORT UP TO 250 lb..

DRYWALL

TOP PLATE

2 LAYERS OF 3/4" PLYWOOD SCREWED TOGETHER.

ACOUSTIC CEILING TILE AMALGAM SEPARATOR

SUSPENDED CEILING GRID

OPERATORY CABINET

DENTAL VACUUM

DENTAL CHAIR JUNCTION BOX

FUNNEL DRAIN

SUPPORT STRUCTURE TO BE LATERALLY STABILIZED WITH SCREWS THROUGH "T" BAR CEILING GRID INTO 3/4" PLYWOOD ON ALL SIDES.

121" SANITARY VENT

FLOOR DRAIN

PROVIDE SPARE 2" CONDUIT FROM JUNCTION BOX TO INSIDE OPERATORY CABINET, BEST FIT OR AS NOTED ON ELECTRICAL PLAN.

X-RAY REMOTE EXPOSURE SWITCH. 2"X4" KNOCKOUT BOX. USE CONDUIT FOR ALL CONNECTIONS. PROVIDE 4 STRAND 110V WIRE TO X-RAY CONTROL BOX LOCATION.

VACUUM OUTLET

NOTE: OVERALL DIMENSIONS AS NOTED ON REFLECTED CEILING PLAN

52"

"T" CONDUIT INTO OPERATORY CABINET, WITHIN SINK MODULE OR BEST FIT.

BOTTOM PLATE

2" SANITARY DRAIN LINE "P" TRAP

FIN. FLOOR

CONDUIT TO DENTAL CHAIR DETAIL

VACUUM DETAIL

TYPICAL CEILING SUPPORT DETAIL

SCALE: 1/2" = 1'-0"

SCALE: 1/4" = 1'-0"

ANCHOR BULKHEAD TO UNDERSIDE OF BUILDING STRUCTURE.

POWER SUPPLY 100-120V 60HZ 15A SEPARATE CIRCUIT DISCONNECT.

CONDUIT TERMINATES ABOVE FINISHED CEILING.

REMOTE EXPOSURE SWITCH LOCATION

UNDERSIDE OF BUILDING STRUCTURE.

FINISHED CEILING

LATERAL SUPPORT PROVIDE SPARE 2" CONDUIT FROM JUNCTION BOX TO INSIDE OPERATORY CABINET, BEST FIT OR AS NOTED ON ELECTRICAL PLAN.

16" O/C

ALTERNATE X-RAY REMOTE SWITCH LOCATION, SEE PLAN.

TYPICAL REMOTE EXPOSURE SWITCH DETAIL

SCALE: 1/2" = 1'-0"

DRYWALL BULKHEAD

BULKHEAD STRUCTURE

4 STRAND 110V WIRE THROUGH CONDUIT

RECESSED POT LIGHT CL

X-RAY CONTROL BOX INTEGRATED INTO X-RAY HEAD

OPERATORY CABINET

X-RAY REMOTE SWITCH

DENTAL CHAIR JUNCTION BOX

RECPTION DESK

TYPICAL X-RAY CONDUIT DETAIL

SCALE: 1/2" = 1'-0"

FIN. FLOOR

TYPICAL CONDUIT DETAIL

SCALE: 1/2" = 1'-0"

BULKHEAD DETAIL

SCALE: 1/2" = 1'-0"

LEAD LINING

DOUBLE WOOD STUD FIXED TO UNDERSIDE OF DECK FOR LATERAL SUPPORT. TO BE FIRE RATED ABOVE FINISHED CEILING.

SEE A-01 DENTAL EQUIPMENT PLAN AND A-02 PARTITIONS AND SUPPORTS PLAN FOR LOCATION OF PAN AND PAN SUPPORT CONDUIT FOR NETWORK CABLE CONDUIT WITH 2 STRAND LOW VOLTAGE WIRE TO REMOTE EXPOSURE SWITCH.

CONDUIT TO X-RAY REMOTE SWITCH

SUSPENDED CEILING TOP PLATE

LEAD LINED DRYWALL JOINT

2" LEAD BATTEN STRIP @ SHEATHING JOINT (SAME THICKNESS AS LEAD LINED DRYWALL)

OUT BOX

DRYWALL

UNDERSIDE OF DECK

FINISHED CEILING

FEATHER JOINT FLUSH ALUMINUM RETAINER 1/2" GYP. BOARD

TOP PLATE

3 1/2" METAL STUDS TEXTURED HIGH IMPACT SNAP-IN COVER W/ 1 1/4" RADIUS (FLOOR TO CEILING) CONTINUOUS SHOCK CUSHION #8 x 1 1/4" S.M.S. 18" O.C.

WOOD STUDS

2" WIDE LEAD STRIP @ GYP BRD, JOINTS (SAME THICKNESS AS LEAD LINING)

SHIMS AS NEEDED @ INTERMEDIATE STUDS

LEAD LINED GWB

1/2" OR 5/8" LEAD LINED GYP BRD.

LEAD FOR OUTLET BOXES AND SWITCH BOXES 5/16"Ø LEAD DISC TYP. @ SCREW HEADS(SAME OR GREATER THICKNESS AS LEAD DRYWALL)

WALL DETAIL

SHEATHING JOINT SHIMS AS NEEDED (SAME THICKNESS AS LEAD STRIPS)

TYPICAL JOINT DETAIL 3 1/2" METAL STUD 1/2" GYPSUM BOARD

I worked on many diﬀerent projects with MB Architects. The dental oﬃce in Oak Wood was a project in which I was involved extensively. Conduc•ng a site inspec•on, crea•ng existing drawings, and working on proposed plans. While working on the building permit and zoning amendments, the plans were alternated from curved walls to straight ones. This was a great experience in learning how to speak and deal with clients as well as contractors. A project to remember because it started as a university assignment but ended as a real construc•on project.

LEAD LINED GTP BRD

5/8" LEAD LINED GYP BRD.

STUDS @ 16" O.C OR AS PER SPECS

CORNER DETAIL 2 LAYERS OF 3/4" PLYWOOD SUPPORT FOR X-RAY TO BE FLUSH W/ BACK SIDE OF DRYWALL.

X-RAY CONTROL BOX INTEGRATED INTO X-RAY HEAD. 2"x4" KNOCKOUT BOX. USE CONDUIT FOR ALL CONNECTIONS. PROVIDE 4 STRAND 110V WIRE TO X-RAY REMOTE SWITCH LOCATION. POWER SUPPLY 100-120 V 60HZ 15A SEPARATE CIRCUIT DISCONNECT.

CENTRE LINE OF PAN COLUMN

STUDS @ 16" O.C OR AS PER SPECS

3" WIDE LEAD STRIPS @ CORNER

OUTSIDE CORNER STUDS

INSIDE CORNER STUDS

RADIATION SHIELDING LEAD LINED DRYWALL

1/2" GYP. BD.

POWER SUPPLY AS SPECIFIED ON ELECTRICAL PLAN. PROVIDE BUCK AND BOOST TRANSFORMER AS REQUIRED.

BOTTOM PLATE

FIN. FLOOR

WOOD BLOCKING

CORNER DETAIL

LEAD GWB.

RETURN DUCT

3-1/2" METAL STUD LEAD WRAP

LEAD GWB.

PIPE PENETRATION

VERTICAL DUCT

LEAD WRAP

BACK OF DUCT LEAD LINED

12"

FIN. FLOOR

LEAD GWB.

1/2" GYP. BD.

℄

BUTT-JOINT DETAIL

4'-6"

TYPICAL PAN SUPPORT DETAIL

TYPICAL X-RAY SUPPORT DETAIL

SCALE: 1/2" = 1'-0"

THRU DUCT WRAP

TYP. PIPE WRAP

RADIATION SHIELDING DRYWALL CUT OUTS AND PENETRATIONS

WALL DUCT

CEILING HEIGHT

2 LAYERS OF 3/4" PLYWOOD SUPPORT FOR X-RAY TO BE FLUSH W/ BACK SIDE OF DRYWALL.

LEAD LINED BOARD TO 7'-0" A.F.F.

LATERAL SUPPORT

3'-4"

3" WIDE LEAD STRIPS @ CORNER

2" WIDE STRIP @ JOINT ELECTRICAL BOX (TYP.)

DETAIL @ BUTTED JOINT (TYP) & CONDITION @ ELECTRICAL BOXES

FASTENERS @ 8" O.C AT EDGES FASTENERS @ 12" O.C AT INTERMEDIATE STUDS

LEAD LINED GYPSUM BOARD TO HEIGHT INDICATED

MEH ARCHITECTS

EXTG

VESTIBULE

EXTG

WAITING AREA 02

N.I.C.

RECEPTION AREA KIDS AREA

03 W1

B.F.UNISEX WASHROOM

D0 1

CONSULTANT ROOM

05 LOBBY

PAN/ CEPH

01 CONSULTANT ROOM

D0 2

CLEAN ROOM

EX T

EXISTING CORRIDOR

19 W1

G EX T COMP.

Bench/Hooks

05 W1 W1

Closet

VAC.

CONSULTANT ROOM

D0 2

18 W1

2 D0

MECH. ROOM

W1 W1

STAFF KITCHENETTE

05 W1

05 06

UNISEX WASHROOM

OFFICE

FURNITURE LAYOUT

OPERATORY ROOM 3

OPERATORY ROOM 2

OPERATORY ROOM 1

SUSTAINABLE TIMBER Growth & dwelling for shelterless Project Type: Academic work Category: Architecture + Design Site Loca•on: Halifax, Nova sco•a Dura•on: 4 months Individual project My Contribu•on: Research, detailed 3D model, Plans, sec•ons, eleva•ons, maps, and sketches

How can low-income ci•zens living in poverty have access to shelter and an opportunity to rehabilitate their lives through agriculture? This design studies the Halifax territory to undestand the need for food and shelter. The purpose is to prvide a space where people can live, grow, and sell to rejuvenate their lives. The core idea is to address the need for housing, food, and money in the northern area of the Halifax peninsula. The research narrowed to a community and then the site based on the lack for food outlets and the need for housing to accommodate low-incomed people in the northern part of Halifax. The project promotes framing and selling as a tool to rehabilitate the lives of troubled individuals. This project provides housing for the poor, a personal roof top garden to grow fruits and vegetables, and a market se!ng to sell grown crops to make money.

ATRIUM Halifax art museum across from the grand parade Project Type: Academic work Category: Architecture Site Loca•on: Halifax, Nova sco•a Dura•on: 4 months Individual Work My Contribu•on: 3D model, plans, sec•ons, eleva•ons, axo’s, material, and structural study

Detail callouts 60 mm ferrock paving with polished surface 5 mm foamed polyethylene layer 25 mm mineral wool batt 35 mm strips of mortor supporting paving 203 mm precast concrete ceiling slab

Callout A - Floor and curtain wall Interior looking out moment

Callout C - Floor and Exterior wall Gallery moment

Gypsum wall board Steel studs and hempcrete as insulation Corrosion resistant metal pin Board insulation Inner sealant at panel joints Precast ashcrete panel Outer sealant at panel joints Stainless steel drilled anchor and bent plate Wood louvers (vertical)

The purpose of the museum is to let the city engage with its historical and cultural works of art without losing the sense of the hap•c experience. The core design idea is to incorporate light, circula•on, views, and hap•c moments. Various spaces that provide moments in the design will hint at the diﬀerent hap•c and viewing experiences showing the heritage along with hierarchy of the ver•cal city, Halifax. The new Halifax art gallery will engage with the city and provide a well preserved des•na•on for Nova Sco•a’s an•quity and many types of local arts culture exhibits.

Gypsum wall board Steel studs and hempcrete as insulation Corrosion resistant metal pin Gypsum wall board

Callout B - Floor and Interior wall Interior atrium moment

Scale 1:20

Views on to the grand parade, hap•c moments, natural light, and easy circula•on show the important elements of my design. The interior core will have sunshine and circula•on from the central atrium that not only provides a natural source of light but also a guided path to all that is offered by the museum. View point stairs and an elevator, are a part of the atrium design to accommodate for an easy flow of movement and accessibility issues. A concrete column and slab construc•on with building systems are integrated within the floors provide a bo#om up air circula•on along with materials like Ashcrete, Ferrock, and wood.

Master section

Scale 1:100