Undergraduate Architectural Technology Portfolio by Long Nguyen

2021

Portfolio

Long Gia Nguyen

Hello, In this document, I present to you a selection of projects that i have developed throughout my years as an architectural technology student. It is a collection of commercial, residential, and urban design and construction projects. I hope you enjoy my work

l_nguyen85594@fanshaweonline.ca nglong1302@gmail.com 519.319.7042

EDUCATION 1. Advanced Diploma in Architectural Technology

Fanshawe College, London, Ontario

( 2018-Present)

2. Diploma in Interior Design (Present) The Interior Design Institute - Online Education

EXPERIENCE 1. Colbourne & Kembel, Architects Inc. Architectural Technologist Co-op + + + + + +

(1/2020 - 5/2020 ) Kingston, Ontario

Worked on school and residential projects using Revit and AutoCAD Assisted production manager and principal architects with producing architectural design documents Assisted construction manager in the preparations of tender and building permit documents Coordinate with other trade professionals to ensure consistency between technical drawings Site measured for drafting and documentation purposes 3D Rendered

2. Fanshawe College Skill Trade Day Volunteer

(5/2019 ) London, Ontario

+ Answered questions about Fanshawe College + Guided visitors to designated areas + Encouraged participants to explore the college

SOFTWARE SKILLS

Revit AutoCAD SketchUp

Adobe Photoshop Adobe Illustrator Adobe Indesign

INTERESTS

Painting

Drawing

Weight lifting

Twinmotion Lumion

TOWNHOUSE CONDOMINIUM

OCTION-OLD EAST VILLAGE

Architectural Design & Project IV Individual Project- 2020

Urban Environmental Studies Group Project- 2020

ZELLERS RETAIL

OXFORD FAMILY HEALTH CENTRE

Architectural Design & Project III Individual Project- 2019

Architectural Design & Project II Individual Project- 2019

Townhouse C

Condominum

North Elevation

West Elevation

South Elevation

East Elevation

1 Storey Unit- 1st Floor Plan

2 Storey Unit- 1st and 2nd Floor Plan

Massing- Isometric View

Building Section

Master Plan

Site Plan

Visualization A- 2 Storey Unit- Living Room

Visualization B- 2 Storey Unit- Stair Well

KEY PLAN

BUILDING SETBACK- 6M

℄

1" 25'-02

FUTURE DECK

P.F.

FUTURE DECK

15'-1"

℄

P.F.

16'-6"

℄

1" 29'-42

BUILDING SETBACK -3M

P.F.

FUTURE DECK FUTURE DECK

FUTURE DECK

6' WOOD FENCE ( CONT. ALONG SIDE AND REAR PROPERTY) UNIT A 1 STOREY

UNIT B 2 STOREY

STOOP

UNIT E 2 STOREY (REVERSED)

UNIT D 2 STOREY (REVERSED)

UNIT C 2 STOREY

STOOP

INTERLOCKING BRICK DRIVEWAY (TYP.)

4'-0"

20'-0"

4'-0"

20'-4"

EXISTING BUILDING TO BE REMOVED

20'-0"

4'-0"

20'-0"

4'-0"

20'-6"

1" 9'-62

9'-0"

M.B. 2

3 77'-0"

9'-

61 2"

-0

R1 2'0" NEW 48" CONC. SIDE WALK

EXISTING SIDEWALK TO REMAIN CURB OF NEW 4-LANE ROAD

EXISTING SIDEWALK (TO BE REMOVED FOR ROAD WIDENING)

41'-10" (12.750m)

20'-0"

N.T.S.

FUTURE ROAD WIDENING

℄

66'-0" ( 21.116m)

℄

1" (10.500m) 34'-52

℄

1" (36.000m) 118'-22 ROAD ALLOWANCE (ARTERIAL)

CURB OF EXISTING 2-LANE ROAD

UNIT A 1-STOREY

FUTURE ROAD WIDENING

SLOPE 12:12

12:12

VA LL E

RIDGE

CURB OF NEW 4-LANE ROAD

SITE PLAN

IP RI E

SCALE: 1"=20'-0"

PROVIDED 2549.9 m² R-5

ZONE: BUILDING CODE CLASSIFICATION

30% MIN.

61.83%

765 m² MIN.

1576.8 m² 3 10.64m

FRONT YARD

8.0m

59'-2"(17.9m)

REAR YARD

6.0m

16'-6"(5.0m)

EAST SIDE SET BACK

3.0m

25'- 21"(7.6m)

WEST SIDE SET BACK

3.0m

15'-1"(4.6m)

SET BACKS:

E RI DG

3 12.0m MAX.

BUILDING HEIGHT

6458ft² (600m²)

23.53%

1147.45m² MAX.

E LL VA

PARKING

C 45% MAX.

RIDGE

LANDSCAPE AREA

TO BE SPECIFIED ON DRAWING

SITE AREA

LOT COVERAGE

12:12 RIDGE

REQUIRED LEGAL DESCRIPTION

SLOPE

SLOPE 12:12

ROOF PLAN 3 SCALE 32 " = 1'-0"

ROOF VENT (PROVIDE 1 SQ. FT FOR EVERY 300 SQ. FT OF INSULATED BUILDING AREA) EXISTING TREE TO BE REMOVED NEW TREE TO BE PLANTED M.B.

COMMUNITY MAILBOX

P.F. PRIVACY FENCE PRIMARY ENTRANCE SECONDARY ENTRANCE

AREA OF WORK

PAINTED LINE L.S.

℄

UNIT B 2-STOREY

℄ UNIT D 2-STOREY ( REVERSED )

UNIT C 2-STOREY

UNIT E 1-STOREY ( REVERSED) RIDGE

℄

SLOPE 12:12

Y LE

L VA

RIDGE

Y LE VA L

SLOPE 12:12

LE Y

LL EY

RIDGE

SLOPE 4:12

12:12

SLOPE SLOPE 4:12

SLOPE

E DG RI

RIDGE

12:12 SLOPE

VA L IP H

RIDGE

E DG

ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

EY LL

L VA

E DG RI

DESIGN STUDIO

RIDGE

12:12

RIDGE

12/17/2020 DATE

SLOPE

Y LE

FINAL SUBMISSION REVISIONS/SUBMISSIONS

12:12

Y LE

LN BY

12:12

E LL VA

RIDGE

SLOPE

RIDGE

SLOPE 4:12

E DG RI

SLOPE 12:12

G ID

SLOPE

L VA

SLOPE 12:12

01 No.

E LL VA

12:12

SLOPE 12:12

DG E

SLOPE

5" EAVESTROUGH ( TYP.)

SLOPE

LIGHT, STANDARD

SLOPE

12:12

SITE PLAN AND ROOF PLAN

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

℄

31'-421" UNIT A 1 STOREY UNIT

UNIT C 2 STOREY UNIT 149'-8"

13'-4"

℄

86'-3"

15'-021"

℄

5'-521"

5'-0" x 3'-0"

5'-10"

17'-3"

℄

5'-10"

17'-10"

13'-521"

4'-11"

11'-621"

2'-821" ℄

28'-1121"

UNIT B 2 STOREY UNIT

18'-5" 3'-421"

℄

28'-1121"

15'-821"

B.P. (TYP.)

℄

GALVANIZED WINDOW WELL ( TYP.)

℄

1'-6"

11'-621"

1'-6"

PERIMETER WEEPING TILE

5-'0" x 3'-0"

5'-0" x 3'-0"

5'-1"

61'-421"

10'-3"

16'-10"

11'-621"

10'-0"

℄ 3'-61" ℄ 2

10'-3"

℄

14'-121"

5'-1"

SUMP PUMP Ø2 '-0

3'-4" x 6'-8"

5'-0"

℄

9'-10"

12'-0" x 8" DROP FROM FOUNDATION + SLAB THICKENING

7'-8" 15'-4"

8'-821"

5'-0" 8" 7'-8"

8'-121"

12'-0" x 8" DROP FROM FOUNDATION + SLAB THICKENING

3'-4" x 6'-8"

UNEXCAVATED

3'-4" x 6'-8"

℄

6'-921"

2'-0" UNEXCAVATED

5'-1"

4'-9"

10'-4"

℄

℄ 10'-4"

℄

7'-9" 15'-821"

12'-0" x 8" DROP FROM FOUNDATION + SLAB THICKENING

7'-9" 15-6"

7'-9" 13'-6"

7'-9" 15'-6" 149'-8"

BLOCK FOUNDATION PLAN SCALE: 81"= 1'-0"

TAG

SIZE 18" X 9" 16" X 9" 16"X16"X9"

DESCRIPTION CONTINUOUS STRIP FOOTING CONTINUOUS STRIP FOOTING ISOLATED PAD FOOTING

SUPPORTS 9" C.I.P. FOUNDATION WALL 8" C.I.P. FOUNDATION WALL TELEPOST

℄

8'-8

∅ TELEPOSTS

℄

28'-1121"

31'-421"

UNIT D 2 STOREY UNIT (REVERSED)

UNIT E 1 STOREY UNIT (REVERSED)

13'-4" 5'-10"

℄ 3'-421"

15'-021"

5'-0" x 3'-0"

5'-521"

17'-10"

18'-5"

℄ 4'-11"

11'-621"

℄ 2'-82"

13'-521"

15'-821"

℄

11'-621"

1'-6"

℄

5'-0" x 3'-0" 5'-1"

℄ 10'-3"

16'-10"

10'-0"

14'-121"

61'-421"

14'-121"

11'-621"

℄ 3'-61" ℄ 2

℄

5'-1"

6'-921"

4'-9"

10'-4"

℄

8'-121"

5'-0"

9'-10" 12'-0" x 8" DROP FROM FOUNDATION + SLAB THICKENING

7'-9" 27'-8"

UNEXCAVATED

℄ 3'-4" x 6'-8"

5'-0"

8'-821"

9'-10"

821"

UNEXCAVATED

2'-0"

3'-4" x 6'-8"

℄

7'-9" 15'-6"

12'-0" x 8" DROP FROM FOUNDATION + SLAB THICKENING

7'-8" 15'-821"

7'-8" 15'-4"

01 No.

LN BY

FINAL SUBMISSION REVISIONS/SUBMISSIONS

12/17/2020 DATE

DESIGN STUDIO ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

BLOCK FOUNDATION PLAN

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

31'-421"

℄

18'-421" 3'-421"

13' 15'-0"

℄

GALVANIZED WINDOW WELL

B.P. (TYP.) W150 X 22

17'-4"

6'-121"

2X10@ 16" O.C.

17'-021"

2X10 @ 16" O.C.

C.I.P. CONC.

5'-521"

R-20 BLANKET BATT INSULATION

W150 X 22

B.P. (TYP.)

2X10 @ 16" O.C.

3'-121"

11'-6" DT

℄

UP-14 RISERS @ 7 38"

FURNACE

2X10 @ 16" O.C.

HEADER

℄ 3'-121"

HWH

℄

W150 X 22

6'-9"

W150 X 22

61'-421"

61'-6"

2X10 @ 16" O.C.

11'-6"

DOUBLE JOIST LOOK OUT JOIST CANTILEVER WALL ABOVE

2X10 @ 16" O.C.

HEADER

℄

W150 X 22

16'-021"

31'-2"

6'-10"

2X10 @ 16" O.C.

14'-8"

4'-9"

2X10 @ 16" O.C.

W150 X 22

℄

15'-821" 5'

2'-3"

8'-121"

C.I.P. CONC.

12'-0" x 8" DROP FROM FOUNDATION + SLAB THICKENING

7'-8"

℄

16'-021"

15'-4" 31'-421"

1 STOREY- BASEMENT SCALE: 41" = 1'-0"

℄

∅ TELEPOSTS

℄

31'-10" 18'-6"

℄

2'-11"

4'-421"

℄

13'-4" 4'-421"

℄

2'-11"

7'-1021"

1'-1121"

5'-521"

℄

2'-9"

1'-1121"

2'-9"

5'-2"

5'-6"

4'-4"

1'-3"

HARDWOOD

13'-021"

17'-5"

13'-121"

24'-9"

PRE-ENGINEERED ROOF TRUSS

HARDWOOD

3'-0"

4'-1"

2'-1121"

5'-7"

4'-7"

C.T.

9'-421"

DN-14 RISERS @ 7 38"

2'-621"

HARDWOOD TRAY CEILING

2'-921"

C.T.

10'-121"

321"

3'-1021"

3'-2"

12'-10"

5'-421"

4'-521"

D/W

2'-521"

2'-621"

C.T.

5'-621"

1'-0" 5'-421"

13'-621"

6'-421"

10'-3"

HARD WOOD

3'-1021"

9'-521"

1121"

2'-421"

3'-921"

14'-621"

01 No.

LN BY

FINAL SUBMISSION REVISIONS/SUBMISSIONS

12/17/2020 DATE

C.I.P. CONCRETE

5'-921"

20'-1"

PROVIDE 2% SLOPE MINIMUM

C.I.P. CONCRETE

DESIGN STUDIO

13'-921"

7'-821"

7'-821" 15'-5"

ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

1'-1021"

℄

2'-10"

℄

UNIT PLANS- 1 STOREY UNIT

7'-021"

3'-11" 15'-8"

℄

31'-1"

℄

1 STOREY- GROUND FLOOR SCALE: 41" = 1'-0"

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

℄

FUTURE DECK

29'-7"

28'-7" 10'-9"

11'-921"

17'-10" 5'-10"

4'-11"

5'-1021"

17'-921" 5'-1021"

℄

2'-721"

℄

4'-9"

℄

2'-9"

1'-6" 2'-921"

1'-6"

GALVANIZED WINDOW WELL

B.P. (TYP.)

HARDWOOD TRAY CEILING

2X10 @ 16" O.C. W150x22

2X10 @ 16" O.C.

2X12 @ 16" O.C. 4-2x10 B.U.B.- FLUSH

2X12 @ 16" O.C.

14'-121"

8'-1"

R-20 BLANKET BATT INSULATION 14'-121"

FURNACE 9'-1021"

HARDWOOD

921"

3'-11"

3'-521"

4'-421"

HWH 2'-521"

4-2X10 COLUMN

3'-4"

26'-9"

321" 3'-3"

10'-2"

4-2x10 B.U.B. 2'-521"

5'-421"

321"

W150x22

D/W

5'-4"

44'-3"

C.T.

2X12 @ 16" O.C. 14'-721"

321"

C.I.P. CONCRETE

C.I.P. CON

9'-921"

15'-621"

16'-021"

5'-021"

℄ 20'-621"

4'-921"

UNEXCAVATED

3'-1"

5'-1"

321"

6'-221"

DOUBLE HEADER

C.T.

7'-421"

℄

7'-821"

7'-9"

15'-1"

1'-521"

7'-9"

℄

14'-2"

℄

15'-6" 29'-321"

29'-3"

℄ 2 STOREY- BASEMENT

2 STOREY- GROUND FLOOR

SCALE: 41" = 1'-0"

3'-521"

3'-9

℄

13'-

∅ TELEPOSTS

℄

29'-7" 11'-921"

3'-6"

6'-2"

℄

4'-7"

℄

2'-121"

2'-10"

6'-1"

4'-2" 4'-021"

5'-121"

11'-0"

3'-2" ℄

℄ C.T.

HARDWOOD

7'-9" 2'-5"

1'-721"

3'-121"

6'-9"

6'-821"

44'-3"

5'-3"

C.T.

13'-2"

4'-0"

5'-221"

5'-1"

4-2x10 B.U.B- FLUSH

2'-6"

3'-1021"

27'-3"

2'-8"

1'-321"

1'-421"

4'-2"

4'-8" 3'-11"

2'-821"

℄

4'-4"

PRE-ENGINEERED ROOF TRUSS

℄

3'-6"

4'-7"

2'-9"

℄

1'-6"

℄

4'-921"

℄

1'-6"

2'-9"

17'-921"

5'-6" ℄

5'-1021"

C.T.

℄

5'-521"

3'-1"

5'-7"

1'-521"

℄

3'-521"

℄

3'-921"

℄

3'-021"

℄

2'-021"

HARDWOOD VAULTED CEILING

01 No.

921"

-921"

15'-921"

15'-6"

NCRETE

3'-021"

℄

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12/17/2020 DATE

DESIGN STUDIO

2'-021" 7'-9"

℄

7'-9" 13'-921"

15'-6"

ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

29'-321" ℄

℄

2 STOREY- 2ND FLOOR

UNIT FLOOR PLANS- 2 STOREY UNIT

SCALE: 41" = 1'-0"

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

12 12 RIDGE LINE BEHIND 1 ATTIC VENT.- 300 OF FREE AREA

ROOF CONSTRUCTION ( TYP. )

U/S OF TRUSS

1'-0" TRAY CEILING

9'-0"

TYPICAL SIDING WALL

FUTURE DECK 3'-0"

TYPICAL 2X10 FLOOR T/O FINISHED FLOOR

8'-7"

GRADE TYPICAL 8" FOUNDATION WALL

TYPICAL BASEMENT FLOOR T/O BASEMENT SLAB

PAD FOOTING

BUILDING SECTION A SCALE: 163 " = 1'-0"

12 12

1'-6" TYPICAL BRICK WALL CANOPY CONSTRUCTION ( TYP. ) 4

TYPICAL 2X12 FLOOR

TYPICAL BRICK WALL

GRADE FUTURE DECK

TYPICAL FOUNDATION WALL

BUILDING SECTION B SCALE: 163 " = 1'-0"

TYPICAL 2X12 FLOOR

TYPICAL BASEMENT FLOOR

∅

12 12 RIDGE LINE BEHIND 1'-0"

1'-0" 1 2" GWB

TYPICAL SIDING WALL

2X6 STUDS @ 16" O.C. C/W R-24 FIBERGLASS INSULATION 1 2" GWB PRE-CAST CONC. STEP POURED CONCRETE SLAB (2% SLOPE MINIMUM)

FOUNDATION WALL CUT TO ACCOMMODATE THICKENED SLAB ( 8" BELOW GRADE )

4" GRAVEL

GRADE

TYPICAL 8" FOUNDATION WALL SLAB THICKENED TO 12"

TYPICAL FOUNDATION WALL @GARAGE COMPACTED BACK FILL

12 12 1 ATTIC VENT.- 300 OF FREE AREA

PRE-ENGINEERED ROOF TRUSS ROOF CONSTRUCTION ( TYP. ) U/S OF TRUSS

TYPICAL SIDING WALL

8'-0"

1'-921"

CANOPY CONSTRUCTION ( TYP. ) T/O FINISHED FLOOR

01 No.

1'-121"

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10'-0"

TYPICAL BRICK WALL

DESIGN STUDIO

T/O FINISHED FLOOR

8'-9"

GRADE

ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

TYPICAL FOUNDATION WALL T/O BASEMENT SLAB

BUILDING SECTIONS

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

12 12

ASPHALT SHINGLE ROOFING UNDERLAYMENT EAVEPROTECTION 7 16" OSB c/w 'H' CLIP PRE. ENGINEERED ROOF TRUSS @ 24" O.C

1'-5"

PRE-FIN. METAL FLASHING PRE-FIN. METAL GUTTER

VENTED SMOOTH SOFFIT 1'-921"

8'-0" 10'-0"

5 8" MAIBEC WOOD SIDING 1 2" AIR SPACE/ FURRING

R60 6MI 1 2" G

8'-0"

R60 BLOWN-IN CELLULOSE INSULATION 6MIL VAPOUR BARRIER 1 2" GWB

10'-0"

VENTILATED 'L' STRIP c/w FLASHING

1" R-5 EPS BOARD 1 2" OSB BOARD 2X6 STUD c/w R-24 FIBERGLASS INSULATION 6 MIL VAPOUR BARRIER 1 2" GWB

VENTED SMOOTH SOFFIT FOUNDRY ROUND VINYL SHAKE @ GABLE END

ASPHALT SHINGLE ROOFING UNDERLAYMENT EAVE PROTECTION 7 16" OSB BOARD c/w 'H' CLIP ENGINEERED ROOF TRUSS @ 24" O.C.

R-24 FIBERGLASS INSULATION c/w 6MIL VAPOUR BARRIER

VENTED SMOOTH SOFFIT

3-2x8 WOOD BEAM c/w CEDAR WOOD COVER

5 8" SUB-FLOOR 2X12 FLOOR JOIST @ 16" c/w BRIDGING

WEEP VENT

4x4 WOOD COLUMN c/w CEDAR WOOD COVER

1 2" GWB 6 MIL VAPOUR BARRIER 2x6 STUD c/w R-24 FIBERGLASS INSULATION 1 2" OSB BOARD 1" R-5 EPS BOARD 1" AIR SPACE 3.5" BRICK

SLOPED C.I.P. CONCRETE c/w WWM

R-24 FIBERGLASS INSULATION c/w 6MIL VAPOUR BARRIER

5 8" 2X

8'-9"

5 8" SUB-FLOOR 2X12 FLOOR JOIST @ 16" c/w BRIDGING

8'-9"

SILL GASKET

1 2"∅ ANCHOR BOLT @ 8' O.C.

1 2" BOND BREAK

DRAINAGE MAT SPRAY ON DAMP PROOF C.I.P CONCRETE

4"∅ WEEPING TILE c/w GRAVEL

EXTERIOR WALL @ CANOPY SCALE: 21" = 1'-0"

C.I.P CONCRET 4" GRANULAR

DEMI

SCALE: 21" =

12 12

ROOF BEYOND

1'-5"

ASPHALT SHINGLE ROOFING UNDERLAYMENT EAVEPROTECTION 7 16" OSB c/w 'H' CLIP PRE. ENGINEERED ROOF TRUSS @ 24" O.C

1'-11"

0 BLOWN-IN CELLULOSE INSULATION IL VAPOUR BARRIER GWB

5 8" TYPE X GWB

6 MIL VAPOUR BARRIER 2x6 STUD c/w R-24 FIBERGLASS INSULATION 5 8" TYPE X GWB 1 2" OSB BOARD 1" R-5 EPS BOARD 1 2" AIR SPACE/ FURRING 5 8" MAIBEC WOOD SIDING

GABLE TRUSS WALL CAPPED w/ 58" FIRE CODE GWB TWO LAYERS OF 21" FIRE CODE GWB BETWEEN HEADERS WHICH ALSO ACT AS FIRE STOPS R-24 FIBERGLASS INSULATION c/w 6MIL VAPOUR BARRIER

5 8" TYPE X GWB 2X4 STUDS 1" AIR SPACE 2X6 STUDS c/w R-24 FIBERGLASS INSULATION ONE SIDE FOR SOUND TRANSMISSION RATING 2X4 STUDS 5 8" TYPE X GWB

9'-0"

5 8" SUB-FLOOR 2X12 FLOOR JOIST @ 16" c/w BRIDGING

TWO LAYERS OF 21" GWB BETWEEN HEADERS WHICH ALSO ACT AS FIRE STOPS SINGLE RIM JOIST AND BLOCKING AT BOTH SIDES OF WALL TWO LAYERS OF 58" FIRE CODED GWB AT BOTH SIDES OF BLOCKINGS WHICH ACT AS FIRESTOPS R-24 FIBERGLASS INSULATION c/w 6 MIL VAPOUR BARRIER AT BOTH SIDES OF WALL

LN BY

FINAL SUBMISSION REVISIONS/SUBMISSIONS

12/17/2020 DATE

SILL GASKET 1 2"∅ ANCHOR BOLT @ 8' O.C.

SUB-FLOOR X12 FLOOR JOIST @ 16" c/w BRIDGING

ISING WALL

01 No.

DESIGN STUDIO

8'-7"

5 8" SUB-FLOOR 2X10 FLOOR JOIST @ 16" c/w BRIDGING

ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

8" C.I.P. FOUNDATION WALL

WALL SECTIONS

C.I.P CONCRET 4" GRANULAR

= 1'-0" NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

℄

UNIT A 1-STOREY

℄

UNIT B 2-STOREY

UNIT C 2-STOREY

12 ASPHALT SHINGLE

12 12 12

12 12

1" 1'-92

SIDING

1'-6"

1" 1'-92

SIDING

BRICK

9'-0"

1'-10" 1'-6"

SIDING

1" 1'-92

S.C.B. U/S OF TRUSS ( 1 STOREY )

SIDING

ASPHALT SHINGLE

8'-7"

GRADE

T/O FLOOR ( 1 STOREY )

C.I.P. CONCRETE STOOP PRE-CAST CONCRETE STEP

PRIVACY WALL

T/O BASEMENT SLAB

SOUTH ELEVATION

SCALE 81" = 1'-0"

℄ UNIT E 1-STOREY ( REVERSED)

℄ UNIT D 2-STOREY ( REVERSED )

℄ UNIT C 2-STOREY

12 12

1'-6"

9'-0"

S.C.B.

U/S OF TRUSS ( 1 STOREY )

1 1'-6"

1'-6"

1'-11"

1'-6"

1'-10" 1'-6"

SONO TUBE (TYP.) PRE-CAST CONC. STEPS (TYP.)

T/O BASEMENT SLAB

8'-7"

GRADE

T/O FLOOR ( 1 STOREY )

GALVANIZED WINDOW WELL (TYP.)

NORTH ELEVATION SCALE 81" = 1'-0"

1'-0"

U/S OF TRUSS ( 1 STOREY )

1'-0"

T/O BASEMENT SLAB

WEST ELEVATION SCALE 81" = 1'-0"

SIDING

T/O FLOOR (2 STOREY)

T/O FLOOR (2 STO

GRADE

GRA

8'-9"

8'-7"

T/O FLOOR (2 STO

1'-0"

T/O FLOOR ( 1 STOREY ) GRADE

T/O FLOOR (2 STOREY)

10'-0"

9'-0"

U/S OF TRUSS (2 ST

8'-0"

U/S OF TRUSS (2 STOREY)

T/O BASEMENT SLAB

T/O BASEMENT

EAST ELEVATION SCALE 81" = 1'-0"

℄ UNIT D 2-STOREY ( REVERSED )

UNIT E 1-STOREY ( REVERSED)

ASPHALT SHINGLE U/S OF TRUSS (2 STOREY) 1" 1'-92

8'-0"

12 12

1" 1'-92

12 12

T/O FLOOR (2 STOREY)

S.C.B. SIDING

SIDING

1'-6"

1'-10"

1'-6"

10'-0"

BRICK

T/O FLOOR (2 STOREY) GRADE

8'-9"

C.I.P. CONCRETE STOOP PRE-CAST CONCRETE STEP

T/O BASEMENT SLAB

℄ UNIT B 2-STOREY

UNIT A 1-STOREY 12 12

S.C.B.

U/S OF TRUSS (2 STOREY)

1'-6"

1'-11"

8'-0"

T/O FLOOR (2 STOREY) 1'-6"

1'-10" 1'-6" 10'-0"

1'-6"

SONO TUBE (TYP.)

GRADE

8'-9"

T/O FLOOR (2 STOREY)

GALVANIZED WINDOW WELL (TYP.)

T/O BASEMENT SLAB

01 No.

FINAL SUBMISSION REVISIONS/SUBMISSIONS

12/17/2020 DATE

DESIGN STUDIO 8'-0"

TOREY) 1'-0"

OREY)

U/S OF TRUSS ( 1 STOREY ) 1'-0" SIDING

OREY)

8'-7"

8'-9"

T/O FLOOR ( 1 STOREY )

ADE

ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

8" 9'-0"

10'-0"

1'-0"

SLAB

LN BY

ELEVATIONS

GRADE

T/O BASEMENT SLAB

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

3'-3"

1 2" SQUARE STEEL TUBE GUARD RAIL- BEZDAN FASTENED TO FLOOR

T/O FLOOR

3'-9"

10'-0"

LEDGER BOARD

1 2" SQUARE STEEL TUBE GUARD RAIL- BEZDAN FASTENED TO TREADS

7'-5" HEADROOM CLEARANCE

T/O FLOOR

LEDGER BOARD 8'-9"

KNEE WALL

KNEE WALL T/O BASEMENT SLAB

STAIR SECTION- 2 STOREY UNIT SCALE: 21" = 1'-0"

∅ TELEPOST

2'-6" 3 TREADS @ 10"

STEEL BEAMS ARE TO BE W150x22

3'-5" LANDING WIDTH

2'-6" 3 TREADS @ 10"

DN- 16 RISERS @ 7.5"

3'-721" LANDING WIDTH

5'-10" 7 TREADS @ 10"

STAIR PLAN DETAIL- 2 STOREY UNIT- 2ND FLOOR

2'-1121" LANDING WIDTH

DN- 14 RISERS @ 7.5"

UP- 16 RISERS @ 7.5"

321"

3'-5" LANDING WIDTH

521"

1'-8" 2 TREADS @ 10"

2'-6" 3 TREADS @ 10"

SCALE: 21" = 1'-0"

3'-721" LANDING WIDTH

5'-10" 7 TREADS @ 10"

3'-721" LANDING WIDTH

STAIR PLAN DETAIL- 2 STOREY UINT-GROUND FLOOR

1'-8" 521" 2 TREADS @ 10" 2'-10" LANDING WIDTH

2'-10" LANDING WIDTH

1'-8" 521" 2 TREADS @ 10"

SCALE: 21" = 1'-0"

UP- 14 RISERS @ 7.5"

2'-1121" LANDING WIDTH

5'-10" 10 TREADS @ 10"

STAIR PLAN DETAIL- 2 STOREY UNIT- BASEMENT SCALE: 21" = 1'-0"

3'-721" LANDING WIDTH

01 No.

LN BY

FINAL SUBMISSION REVISIONS/SUBMISSIONS

12/17/2020 DATE

DESIGN STUDIO ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

STAIR PLANS AND SECTION

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

TAG WIDTH HEIGHT 2'-0"

4'- 21"

2'-0"

5'-9"

2'-0"

7'-1"

2'-0"

8'-0"

2'-8"

4'-2"

3'-2"

4'-2"

2'-4"

7'-10"

2'-0"

4'- 21"

9'-7"

6'-1"

5'-0"

3'-0"

6'-0"

8'-2"

6'-2"

9'-2"

6'-2"

10'-2"

5'-1"

1'-4"

4'-4"

DESCRIPTION MARVIN ULTIMATE DIRECT GLAZE WOOD WINDOW MARVIN ULTIMATE DIRECT GLAZE WOOD WINDOW MARVIN ULTIMATE DIRECT GLAZE WOOD WINDOW MARVIN ULTIMATE DIRECT GLAZE WOOD WINDOW MARVIN ULTIMATE DOUBLE HUNG WOOD WINDOW MARVIN ULTIMATE DOUBLE HUNG WOOD WINDOW MARVIN ULTIMATE DOUBLE HUNG WOOD WINDOW MARVIN ULTIMATE IN SWING WOOD WINDOW MARVIN ULTIMATE BAY WOOD WINDOW MARVIN ULTIMATE GLIDER- 2 SASH WOOD WINDOW MARVIN ULTIMATE GLIDER- 3 SASH WOOD WINDOW MARVIN ULTIMATE GLIDER- 3 SASH WOOD WINDOW MARVIN ULTIMATE GLIDER- 3 SASH WOOD WINDOW MARVIN ULTIMATE POLYGON WOOD WINDOW P3-5 LOUVER

MASONRY WALL LINTEL

SIDING WALL LINTEL 2-2X4

2-2X4 c/w 341"x341"x41" LOOSE LINTEL 2-2X4 c/w 341"x341"x41" LOOSE LINTEL 2-2X4 c/w 341"x341"x41" LOOSE LINTEL 2-2X4 c/w 341"x341"x41" LOOSE LINTEL 2-2X4 c/w 341"x341"x41" LOOSE LINTEL

2-2X4

TAG WIDTH HEIGHT

DESCRIPTION

3'-2"

7'-1"

PELLA WOOD ENTRY DOOR

3'-6"

7'-1"

PELLA WOOD ENTRY DOOR

3'-4"

6'-8"

MARVIN SLIDING FRENCH DOOR

5'-3"

8'-1"

MARVIN SLIDING PATIO DOOR

9'-2"

8'-4"

MARVIN 3-PANEL SLIDING PATIO DOOR w/ DG TRANSOM GARAGA GARAGE DOOR

MASONRY WALL LINTEL 2-2X6 c/w 341"x341"x41" LOOSE LINTEL 2-2X6 c/w 341"x341"x41" LOOSE LINTEL

2-2x10 c/w 341"x341"x41" LOOSE LINTEL PRE-ENGINEERED

12'-0"

8'-0"

2-2X4

2'-4"

7'-4"

2-2X4

2'-8"

7'-4"

N/A

2'-10"

7'-4"

MARVIN- TRUSTILE INTERIOR DOOR MARVIN- TRUSTILE INTERIOR DOOR MARVIN- TRUSTILE INTERIOR DOOR

DOUBLE RIM JOIST

4'-6 21"

7'-4"

INTERIOR WOOD SLING DOOR

N/A

PRE-ENGINEERED

4'-8 21"

7'-4"

INTERIOR WOOD SLING DOOR

N/A

5'-6"

7'-4"

INTERIOR WOOD SLING DOOR

N/A

5'-10"

7'-4"

INTERIOR WOOD SLING DOOR

N/A

6'-8 21"

7'-4"

INTERIOR WOOD SLING DOOR

N/A

3'-0"

6'-8"

PRE-HUNG DOOR

N/A

PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED N/A

N/A

N/A N/A N/A

SIDING WALL LINTEL

TAG

SIZE 18" X 9"

DESCRIPTION

SUPPORTS

CONTINUOUS STRIP FOOTING

9" C.I.P. FOUNDATION WALL

16" X 9"

CONTINUOUS STRIP FOOTING

8" C.I.P. FOUNDATION WALL

16"X16"X9"

ISOLATED PAD FOOTING

TELEPOST

2-2X6 WOOD LINTEL

PRE-ENGINEERED N/A N/A N/A N/A N/A N/A N/A N/A N/A

01 No.

LN BY

FINAL SUBMISSION REVISIONS/SUBMISSIONS

12/17/2020 DATE

DESIGN STUDIO ACME'S CLUSTER TOWNHOUSE CONDOMINIUMS

SCHEDULES

NOT FOR PERMIT OR CONSTRUCTION WITHOUT SEAL AND ISSUED NOTE

Old E

Oction East Village

Our visions:

The objectives of this project are:

The goals are to:

Oction will be a safe, sustainable, resource independent developement by providing mixed income housing with access to local shops, basic needs, rapid transportation, and mixed creation.

Incorporate transit oriented development principles in the design of the site, as well as providing mixed income housing and create a sense of community, while incorporating sustainable construction and sustainable building systems, and encourage access to local shops, recreation, and basic needs.

Old East Village

Sun Diagram

Visualization A- Plaza

Create a strong pedestrian connection between the transit stop and development by including multiple walkways to stops Place building close to street/ walkways to encourage foot traffic with access to buildings from all four roads surrounding the development Redirect savings from utilities to lower the cost of housing, making it more affordable for more demographics Provide indoor common areas such as community centre in residential developments to encourage interaction between residents Incorporate systems such as rain collection systems, green energy systems and natural light where possible to create a resource independent development Use local material and high efficiency systems such as windows, appliances, heating/cooling systems and higher insulation standards Resolve food desert crisis by providing grocery store on site Incorporate a variety of commercial space sizes with focus on smaller units to provide opportunity for existing and new local business

Visualization B- Dundas Street

Visualization C- Highrise Building

Massing- Isometric View

NORTH ELEVATION

EAST ELEVATION

SOUTH ELEVATION

WEST ELEVATION

OPEN TO BELOW

GROUND FLOOR

SECOND FLOOR

Zellers was a Canadian chain discount department retailer that was based in Brampton, Ontario. It was founded in 1931 and was acquired by Hudson’s Bay Company (HBC) in 1978. A series of acquisitions and expansions allowed Zellers to reach its peak in the 1990s, with 350 stores across the country in 1999. However, fierce competition by Walmart Canada and an inability to adjust to the increasingly volatile retailing industry resulted in Zellers losing significant ground in the 2000s. The project is a tribute to the retail chain, and a proposal for any future retail/ grocery store to the site, to solve the food desert crisis occurring in Old East Village Neighborhood.

THE CONSORTIUM | ZELLE

WALL TYPE LEGEND

SHEET INDEX

SCALE 1:20 X

CVR-COVER SHEET

A101-SITE PLAN EW1 ARHCITECTURAL BLOCK

EW2A COMPOSITE METAL PANEL

EW2B COMPOSITE METAL PANEL

90 ARCH. BLOCK 60 AIR SPACE 50 POLYURETHANE SPRAY FOAM INSULATION 190 CONC. BLOCK

51 METAL PANEL 50 AIR SPACE 50 POLYURETHANE SPRAY FOAM INSULATION 190 CONC. BLOCK

51 METAL PANEL 150 AIR SPACE

325

A201-GROUND FLOOR PLAN A202-SECOND FLOOR PLAN

50 POLYURETHANE SPRAY FOAM INSULATION 190 CONC. BLOCK

276

376

441

341

390

A203-FOUNDATION PLAN A302-SOUTH & WEST ELEVATIONS A401-WALL SECTIONS

EW3A CURTAIN WALL

A402-ENLARGED STAIR PLANS & S

EW4 RETAINING WALL

190 CURTAINWALL

A301-NORTH & EAST ELEVATIONS

A403-STAIR DETAL

300 POURED CONCRETE

A501-PLAN & SECTION DETAILS 190

A502-PLAN & SECTION DETAILS

300

340

P1B MEAL STUD w/ GYPSUM

P1C FURRING w/ GYPSUM

13 GYPSUM BOARD 92 METAL STUD @400 O.C 13 GYPSUM BOARD

P2A CONCRETE BLOCK

23METAL FURRING CHANNEL @400 O.C 13 GYPSUM BOARD

118

P2B CONCRETE BLOCK

190 CONC. BLOCK

140 CONC. BLOCK

190

140

ERS RETAIL COMPANY

SECTION

ZELLERS RETAIL COMPANY LONDON CANADA

CONTRACTOR NOTE:

CONTRACTOR SHALL CHECK ALL DIMENSIONS ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE CONSULTANT BEFORE PROCEEDING. ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE CONSULTANT AND MUST BE RETURNED AT THE COMPLETION OF THE WORK. DRAWINGS ARE NOT TO BE SCALED.

NOTES:

VICINITY MAP

inspire

ARCHITECTURE

PRELIMINARY NOT FOR CONSTRUCTION DATE:

ABBREVIATIONS ALUM.: ALUMINUM ARCH.: ARCHITECTURAL B.F: BARRIER FREE

2019/12/13

DRAWN BY:

L,NGUYEN

CHECK BY:

NGUYEN & CASTILLO

PROJECT NO.:

19-03

CONC. : CONCRETE C/W : COMPLETED WITH CMP. : COMPOSITE METAL PANEL DWGS.: DRAWINGS ELEV.: ELEVATION FDN.: FOUNDATION F.R.: FIRE ROUTE F.A.D.S.: FACILITIES ACCESSIBILITY DESIGN STANDARDS HDWD: HARD WOOD L.M.: LIMITED MOBILITY T/O: TOP OF TERR: TERRAZO TYP.: TYPICAL VCT: VINYL COMPOSITE TILE

FINAL_SUBMISSION

NO.

REVISION

DRAWING TITLE:

COVER SHEET

O.B.C.: ONTARIO BUILDING CODE PRE FIN.: PRE FINISHED S.O.G.: SLAB ON GRADE STRUCT.: STRUCTURAL

SHEET NO:

CVR

2019/12/13 DATE

N19°36'25''W 102000

8000 6500 1500

BUILDING SET BACK

3000

N68°

PARKING SET BACK

BUILDING SETBACK

23489

PARKING SET BACK

2000

PROPERTY LINE

EXISTING CONC. CURB 11813 NEW CONC. CURB

WOOD FENCE TYP.

5000 8000

6000

00 R60

1194

915

5500 7500 5500

3000

3210

+251.748

4800 20

7500

5 OW R91 HIS R RT O F P.

28800 9 STALLS@2700

3210

915

5500

3304

3210

5500

1500 5454

7500

F.R.

1200 34

W P. TY

150 CONC. CURB

R91

8000

1064

EXISTING ELECTRICAL POLE TYP.

1192

2000

F.R.

1229

R6 1200

6000

6125

7336

6000

1200

SIGHT TRIANGLE

EXISTING SIDE WALK EXISTING BOULEVARD

200

4500

ASPHALT PAVING

915

450 PAINTED PARKING LINE TYP.

6 FIRE

915

FO R91 RT 5 HI SR O

00 OW R45 HIS R RT

FO YP.

7500

4500

3715

11994

F.R.

5500

15800 1500

1500

OW 00 R45 THIS R R O P. F

0 450

5 11033

F.R.

4500

7500

915 5140

8454

1200

5500

13025

19350 6 STALLS @ 2700

28800 9 STALLS @ 2700

3210

GRASS COVER

16336

1935

1200

1200 4500

7500

EXISTING CONC. CURB

McCORMICK BLVD

15420

915

7800

6 GRASS COVER

+251.898

15295

4123

EXISTING SIDE WALK EXISTING BOULEVARD

6574

573 R11 P. TY

1050

PAINTED PATH TYP.

TYP. CONC. WALK WAY c/w CONTROL JOINTS

11573

7667

915

F.R.

6000

11598

7985

6000 F.R.

NEW SIDE WALK c/w CONTROL JOINTS

8000

F.R.

6000

19795

98860

NEW DEPRESSED CONC. CURB c/w ASPHALT INFILL TO EXISTING MUNICIPAL ROADWAY

6000

31350

NEW DEPRESSED CONC. CURB c/w ASPHAL TO EXISTING MUNICIPAL ROADWAY

DUNDAS STREET N

SITE PLAN SCALE 1:300

ZONING BY-LAW INFORMATION CHART ALLOWABLE LOT AREA LANDSCAPE COVERAGE HEIGHT PARKING

10%MIN

1289.52M2

30%MAX

3868.54M2

RETAIL : 1/30M2 OFFICE:1/40M2 CAFE:1/10M2 WAREHOUSE: 1/200M2 2 B.F. 2 L.M.

PROVIDED 12895.14M2

4421M2

34.28% 10.52%

RETAIL : 20 OFFICE:13 CAFE:12 WAREHOUSE: 3

9.65M

1356.9M2 42 STANDARD STALLS 3 B.F. 3 L.M.

°44'21''E 126423

915

GRASS COVER

4500

+251.898

5 R4

13917

LONDON CANADA

4500

GRASS COVER

R4 4500

F.R.

CONTRACTOR NOTE:

915 3200 3200

3200

7500

ZELLERS RETAIL COMPANY

TYP. CONC. WALK WAY c/w CONTROL JOINTS

4500

7764 R915

11961

150 NEW CONC. CURB TYP.

ASPHALT PAVING

915

11082

0 25

6575

5500

3075 L.M.

43 5500

30680

10468

10982

+251.898

L.M.

RETAINING WALL AND GUARD RAIL

11530

NOTES:

PROPERTY INFORMATION:

LT INFILL

915 915

BUILDING SETBACK

BUILDING TYPE : COMMERCIAL No. OF STOREYS :2 BGA: 1356.9M2

B.F. 3075

2000

2700

47 5500

B.F. B.F. PAINTED LINE

N19°36'25''W 102000

PROPERTY LINE

2000

1500

5500

R915

LOT NUMBER:

030060119000000

REGISTERED PLAN NUMBER:

494PT BLK EBLKF LOTS PART 2

ADDRESS:

1156 DUNDAS ST. LONDON, ONTARIO MIDDLESEX COUNTRY

LEGENDS: B.F. MAIN ENTRANCE EGRESS RECEIVING ENTRY FREE STANDING SIGNAGE

10499

BOLLARD BARRIER FREE SIGN

18100

CONC. PARKING CURB EXISTING DECIDUOUS TREE NEW DECIDUOUS TREE

20200

6000

PROPERTY LINE

B.F. CURB RAMP

8000

5000

NEW SHRUBS GRASS COVER

PARKING SET BACK

3000

NEW WALK WAY c/w CONTROL JOINTS F.R. 6000

8000

BUIDLING SET BACK

R600 0

6000 ROUTE

3000

TRUCK LANDING

B.F.

PARKING SET BACK

2700

2000

18000

GRASS COVER

2700

N68°44'21''E 126423

inspire

REMOVE EXISTING CURB TYP.

25905 EXISTING CONC. CURB

ARCHITECTURE

14541

NEW CONC. CURB c/w ASPHALT INFILL TO EXISTING MUNICIPAL ROADWAY

PRELIMINARY NOT FOR CONSTRUCTION DATE:

2019/12/13

DRAWN BY:

LN, NGUYEN

CHECK BY:

CASTILLO

PROJECT NO.:

19-03

FINAL SUBMISSION

2019/12/13

ISSUED FOR REVIEW

2019/11/13

NO.

REVISION

DRAWING TITLE:

SITE PLAN

SHEET NO:

A101

DATE

10000

1 40716

18000

341

2124

10000

341

1200

10000

9900

3100

1000

3000

3100

RECEIV 2 A402

441

1500

A A402

STAIRWELL 106

2650

7285

9985

12035 12035

CANOPY ROOF ABOVE

1100 M.O.

405

12100

5700

4876

1hr F.R.R.

7100

RETAIL 105 19900

CANOPY ROOF ABOVE

40616

B A401

WAREHOU 113 STORE MANAGER OFFICE 107

7875

6000

30716

3550

C01

CANOPY ROOF ABOVE

3550

24740

STAIRWELL 104

U.T.R. 110

U.T.R. 115 1102

405

40 Ø24 .S. F.A.D

6165

5259 10605

3935

3150

885

Ø2440 F.A.D.S.

LOBBY 102

10000

0 44 Ø2 .D.S. F.A

1600

2795

3815

620

5x 4330

32150

4200 M.O

3680

620 CANOPY ROOF ABOVE

620

2310

405

325

405

2100

VESTIBULE 101

CARTS AREA BN

510

6000

6035

8 A502

ELEVATOR 103

3210

JAN 11

40 Ø24 .S. F.A.D 3580

2100

3955

1430

TRAINING & LUNCH ROOM 109

3910

11900

3791

CASH OFFICE 108

40680

4820

1500

10000

GROUND FLOOR PLAN SCALE 1:100

10000

2800

3400

10492

3800 10100

3674

5326

1100 M.O.

9810

ZELLERS RETAIL COMPANY

8016

10001

341

LONDON CANADA

VING AREA 119 620

620

CANOPY ROOF ABOVE

1984

620

3579

4 A501

MECHANICAL ELECTRICAL 114

A A401 441

6450

9890

CONTRACTOR NOTE:

3610

40616

13890

12000

NOTES:

3400 30615

1100 M.O.

LOGISTIC OFFICE 118 4850

3200

ARCHITECTURE

C A401

4960

I.T. ROOM 117

5400

441

2920 BN

NOT FOR CONSTRUCTION

3 A501

U.T.R. 112

DATE:

6029

CAFE 111

4585

2019/12/013

DRAWN BY:

L,NGUYEN

6005

PRELIMINARY

6000

NITOR 16

inspire

8190

9596

CANOPY ROOF ABOVE

310

USE

CHECK BY:

NGUYEN & CASTILLO

PROJECT NO.:

405

5 5 A501

10000

19-03

6 A501 B

FINAL

ISSUED FOR REVIEW

NO.

SUBMISSION

REVISION

DRAWING TITLE:

2019/12/13 2019/12/04 DATE

GROUND FLOOR PLAN SHEET NO:

A201

A A402 10000

LOW ROOF BELOW 10000

10000

40616

1000

2055

200

1200 M.O.

200

1200 M.O.

200

1200 M.O.

200

1000

1200 M.O.

200

1200 M.O.

200

1200 M.O.

200

1200 M.O.

200

1600 M.O.

10410

1800 M.O.

441

1 A402

441

2 2650

STAIRWELL 106

4060

4650

4250

C02

3340

3320

I.T. ROOM 212

4050

500 Ø1 .C. O.B

5245

WAITING AREA 203

5090

STAIRWELL 104

RECEPTION 202 5259

CONFERENCE ROOM 204 BN

ELEVATOR 103

405

MEN'S WASHROOM 215

8795

591

4470

405

CANOPY ROOF BELOW

1093

11900

4370

EXECUTIVE OFFICE 205

2745

3940

COPIER 213

3940

5470

500 Ø1 .C. O.B

30680

JANITOR 211 4470

405

WOMEN'S WASHROOM 214

3880

4460

HUMAN RESOURCE 207

FINANCIAL OFFICE 206

CANOPY ROOF BELOW

24680

B A401

OPE

LOBBY 201

3000

12100

CANOPY ROOF BELOW

6080

5700

LUNCH ROOM 210

OFFICE AREA 209

1hr F.R.R.

13225

405

6000

OPEN TO BELOW

2935

6000

30 DIA. STEEL GUARDRAIL. PAINTED LOW ROOF BELOW

405

5 CANOPY ROOF BELOW

10000

10680 40716

10000

SECOND FLOOR PLAN SCALE 1:100

10000

ZELLERS RETAIL COMPANY

10000

LONDON CANADA

10151

CANOPY ROOF BELOW

CONTRACTOR NOTE:

A A401

NOTES:

24651

12000

EN TO BELOW

12000

30615

CANOPY ROOF BELOW

inspire

C A401

ARCHITECTURE

PRELIMINARY

NOT FOR CONSTRUCTION

DATE:

2019/12/13

6000

5964

LOW ROOF BELOW

DRAWN BY:

L,NGUYEN

CHECK BY:

NGUYEN & CASTILLO

19950

PROJECT NO.:

19-03

FINAL

ISSUED FOR REVIEW

NO.

10000

SUBMISSION

REVISION

DRAWING TITLE:

2019/12/13 2019/12/04 DATE

SECOND FLOOR PLAN SHEET NO:

A202

10000

10000 41370

20000

1475

1200

NOTC TO A OPEN

3100

10000

3100

NOTC TO A OPEN

1125

T N

B 766 4120

15925

6756

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

41370

1100

12100

COUNTINUOSLY POURED CONCRETE FOOTING

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

EXTERIOR CONCRETE PAD FOOTING CONCRETE PIER

INTERIOR CO CONCRETE PIE

TYP. STEEL COLUMN REFER TO STRUCT. DWGS.

TYP. STEEL CO REFER TO STRU

11900

31370

CONTINUOSLY POURED CONCRETE FOOTING

23514

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

CONTINUOSLY POURED CONCRETE FOOTING COUNTINUOSLY POURED CONCRETE FOUNDATION WALL 876

15350

1764

3443

2931

21635

6000

883

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

3815

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

2310

4676

4200

41370

10000

11370

10000

11370

3266

1100

5634

ZELLERS RETAIL COMPANY

CH AT FDN. WALL ACCEPT S.O.G. AT NING

LONDON CANADA

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

CONTRACTOR NOTE:

COUNTINUOSLY POURED CONCRETE FOOTING

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

681

CH AT FDN. WALL ACCEPT S.O.G. AT NING

NOTES:

3612

5920

960

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

14300

3235

9888

ONCRETE PAD FOOTING ER

31370

20285

830

OLUMN UCT. DWGS.

inspire

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

ARCHITECTURE

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

11900

COUNTINUOSLY POURED CONCRETE FOOTING COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

PRELIMINARY NOT FOR CONSTRUCTION

2919

13058

960

DATE:

2019/12/13

DRAWN BY:

L,NGUYEN

CHECK BY:

NGUYEN & CASTILLO

PROJECT NO.:

14090

19-03

760

6000

5990

760

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

FINAL

ISSUED FOR REVIEW

NO.

SUBMISSION

2019/12/13 2019/12/04

REVISION

DRAWING TITLE:

FDN. PLAN 32494

SHEET NO:

A203

DATE

10000

10000 41370

20000

1475

1200

NOTC TO A OPEN

3100

10000

3100

NOTC TO A OPEN

1125

T N

B 766 4120

15925

6756

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

41370

1100

12100

COUNTINUOSLY POURED CONCRETE FOOTING

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

EXTERIOR CONCRETE PAD FOOTING CONCRETE PIER

INTERIOR CO CONCRETE PIE

TYP. STEEL COLUMN REFER TO STRUCT. DWGS.

TYP. STEEL CO REFER TO STRU

11900

31370

CONTINUOSLY POURED CONCRETE FOOTING

23514

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

CONTINUOSLY POURED CONCRETE FOOTING COUNTINUOSLY POURED CONCRETE FOUNDATION WALL 876

15350

1764

3443

2931

21635

6000

883

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

3815

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

2310

4676

4200

41370

10000

11370

10000

11370

3266

1100

5634

ZELLERS RETAIL COMPANY

CH AT FDN. WALL ACCEPT S.O.G. AT NING

LONDON CANADA

COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

CONTRACTOR NOTE:

COUNTINUOSLY POURED CONCRETE FOOTING

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

681

CH AT FDN. WALL ACCEPT S.O.G. AT NING

NOTES:

3612

5920

960

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

14300

3235

9888

ONCRETE PAD FOOTING ER

31370

20285

830

OLUMN UCT. DWGS.

inspire

NOTCH AT FDN. WALL TO ACCEPT S.O.G. AT BARRIER FREE OPENING

ARCHITECTURE

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

11900

COUNTINUOSLY POURED CONCRETE FOOTING COUNTINUOSLY POURED CONCRETE FOUNDATION WALL

PRELIMINARY NOT FOR CONSTRUCTION

2919

13058

960

DATE:

2019/12/13

DRAWN BY:

L,NGUYEN

CHECK BY:

NGUYEN & CASTILLO

PROJECT NO.:

14090

19-03

760

6000

5990

760

THICKENED SLAB BELOW N.B.L. CONC. BLOCK WALLS

FINAL

ISSUED FOR REVIEW

NO.

SUBMISSION

2019/12/13 2019/12/04

REVISION

DRAWING TITLE:

FDN. PLAN 32494

SHEET NO:

A203

DATE

B A401

T/O STEEL ROOF RECEIVING 257.898

COMPOSITE METAL PANEL

OVERHEAD LIGHT HEAD PAD

2210

3000

OVERHEAD DOOR SIDE PAD GUARD RAIL RETAINING WALL

EGRESS DOOR

DOCK BUMPER

CONCRETE STEP FOOTING REFER TO STRUCT. DWGS. TRUCK RAMP

NORTH ELEVATION SCALE 1:100

A A401 E

FLASHING

COMPOSITE METAL PANEL T/O STEEL ROOF RECEIVING 257.85

1664

T/O CANOPY

4132

700

ELE. 256.186

2210

TYP. CMP. COLUMN

EGRESS DOOR

CONCRETE FOUNDATION & FOOTING REFER TO STRUCT. DWGS.

OVERHEAD LIGHT

EAST ELEVATION SCALE 1:100

ZELLERS RETAIL COMPANY

LASHING

LONDON CANADA

4000

T/O STEEL ROOF ELE. 260.498 THERALLY BROKEN PRE FIN. ALUM. CURTAIN WALL

CURTAIN WALL

312

2310 T/O STEEL SECOND FLOOR ELE. 256.498 T/O CANOPY

4288

ELE. 256.186

CONTRACTOR NOTE:

PRE FIN. ALUMINUM FLASHING TYP. SPLIT FACE ARCH. BLOCK T/O S.O.G. ELE. 251.898

NOTES:

LEGEND: SPLIT FACE ARCHITECTURAL BLOCK

TYP. ARCH. BLOCK

RED COMPOSITE METAL PANEL

CONC. FOUNDATION & FOOTING REFER TO STRUCT. DWGS.

DARK GRAY COMPOSITE METAL PANEL GRAY COMPOSITE METAL PANEL SPANDREL PANEL

inspire

T/O STEEL ROOF 260.498

ARCHITECTURE

4000

THERALLY BROKEN PRE FIN. ALUM. PUNCH WINDOW TYP.

PRELIMINARY

T/O STEEL SECOND FLOOR

NOT FOR CONSTRUCTION

4600

ELE. 256.498

DATE:

2019/12/13

DRAWN BY:

1070

100

L,NGUYEN

GUARD RAIL T/O S.O.G. FDN. RAMP & FOOTING & LANDING REFER TO STRUCT. DWGS.

ELE. 251.898

CHECK BY:

NGUYEN & CASTILLO

PROJECT NO.:

19-03

FINAL

ISSUED FOR REVIEW

NO. DRAWING TITLE:

SUBMISSION

REVISION

2019/12/13 2019/11/06 DATE

NORTH & EAST ELEVATIONS A301

SHEET NO:

1048

250

T/O STEEL ROOF

1048

COMPOSI

700

ELE. 256.498 T/O CANOPY

1050

700

250

312

2310

1105

250

1048

ELE. 256.186 TYP. CMP. CANOPY TYP. CMP. COLUMN

1105

PRE FIN. ALUMINUM FLASHING TYP. SPLIT FACE ARCH. BLOCK TYP. ARCH. BLOCK

2210

T/O STEEL SECOND FLOOR

1048

4000

250

1048

260.498

EGRESS DOOR

CONCRETE FOUDATION &FOOTING - REFER TO SRUCTURAL DWGS

OVERHEAD LIGHT

SOUTH ELEVATION SCALE 1:100

8 A502

2000

OVERSIZED MULLION ALUMINUM CAP RED TYP. VISION PANEL

5275

THERALLY BROKEN PRE FIN. ALUM. CURTAIN WALL

1500

4072

CMP. CANOPY TYP. SPANDREL PANEL

700

ZELLER'S LOGO

TYP. CMP. COLUMN

2210

THERMALLY BROKEN ALUMINUM BARRIER-FREE STOREFONT ENTRANCE GRADE CONCRETE FOUNDATION & FOOTING REFER TO STRUCT. DWGS.

OVERHEAD LIGHT

WEST ELEVATION SCALE 1:100

ZELLERS RETAIL COMPANY

FLASHING

250

LONDON CANADA

T/O STEEL ROOF RECEIVING

1048

ITE METAL PANEL

1048

250

1048

257.898

912

1048

250

1046

6000

CONTRACTOR NOTE:

T/O S.O.G. ELE. 251.898 NOTES:

LEGEND: SPLIT FACE ARCHITECTURAL BLOCK RED COMPOSITE METAL PANEL DARK GRAY COMPOSITE METAL PANEL GRAY COMPOSITE METAL PANEL SPANDREL PANEL

C A201

1000

FLASHING

1000

ELEV. 260.498

inspire

ARCHITECTURE

1000

4000

1000

COMPOSITE METAL PANEL

T/O STEEL ROOF

2050

312

700

T/O STEEL SECOND FLOOR

PRELIMINARY

ELE. 256.498 T/O STEEL CANOPY ELE. 256.186

NOT FOR CONSTRUCTION

4288

CURTAIN WALL

PRE FIN. ALUMINUM FLASHING TYP. SPLIT FACE ARCH. BLOCK TYP. ARCH. BLOCK T/O S.O.G. ELE. 251.898

DATE:

2019/12/13

DRAWN BY:

L,NGUYEN

CHECK BY:

NGUYEN & CASTILLO

PROJECT NO.:

19-03

FINAL

ISSUED FOR REVIEW

NO. DRAWING TITLE:

SUBMISSION

REVISION

2019/12/13 2019/11/06 DATE

SOUTH & WEST ELEVATIONS A302

SHEET NO:

SUB GIRT

C/L

TRANSITION MEMBRANE

578

PLY WOOD AND WOOD BLOCKING TRANSITION MEMBRANE TO OVERLAP 150 EACHWAY

150

TYP.ROOF CONST. BALLAST SINGLE PLY EPDM MEMBRANE TAPERED RIGID INSULATION 100 RIGID INSULATION0 VAPOUR RETARDER O.B.S SHEATHING OR EQUAL

T/O

PRE FIN. ALUMINUM FLASHING

BATTEN BAR T/O STEEL ROOF

C/L

475

TYP. ROOF CONST. BALLAST SINGLE PLY EPDM MEMBRANE TAPERED RIGID INSULATION 100 RIGID INSULATION0 VAPOUR RETARDER O.B.S SHEATHING OR EQUAL

TERMINATION BAR

TRANSITION MEMBRANE

BATTEN BAR

T/O STEEL ROOF ELE. 260.498

2 A501

1715

1050

323

T/O

TERMINATION BAR SUB GIRT 152 METAL STUD

1050

150

PLY WOOD AND WOOD BLOCKING TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY

ELE. 260.498

TRANSITON MEMBRANE TO OVERLAP AT 150 EACH WAY

EW3A CURTAIN WALL

C/L

190 SPANDREL PANEL

1 A501

38 METAIL DECK-REFER TO STRUCTURAL DRAWING

METAIL DECK-REFER TO STRUCTURAL DRAWING

C/L

1075

OWSJ. REFER TO STRUCT. DWGS.

C/L

150

GYPSUM BOARD CEILING EW3A CURTAIN WALL

4000

C/L

2548

1316

WAREHOUSE 113

190 VISION PANEL

HUMAN RESOURCE 207

C/L

347

1048

EW2A COMPOSITE METAL PANEL (51) COMPOSITE METAL PANEL 50 AIR SPACE 50 POLYERUTHANE INSULATION R15 190 CONCRETE BLOCK

C/L

252

C/L T/O STEEL 2ND FLOOR

C/L

EW3C CURTAIN WALL P1C FURRING CHANNEL 190 CURTAIN WALL 25 AIR SPACE 190 CONCRETE BLOCK 23 METAL FURRING CHANNEL 13 GYPSUM BOARD

BENT ALUMINUM ANGLE TYP. FLOOR CONST. 75 C.I.P. CONCRETE METAL DECKREFER TO STRUCT. DWGS.

1048

1278

8600

ELE. 256.498

C/L

3022

1048

GYPSUM BOARD CEILING

RETAIL 105

278

4600

C/L

1377

C/L

EW3C CURTAIN WALL 190 CURTAIN WALL 25 AIRSPACE 190 CONCRETE BLOCK

FLASHING SUB GIRT

ELE. 251.898

150

B/O

T/O S.O.G.

ELE. 251.898

PROVIDE POSITIVE SLOPE

GRADE

B/O

FLASHING c/w WINDOW SHIM PROVIDE POSITIVE SLOPE

GRADE TYP. FOUNDATION & FOOTING CONSTR. POURED CONCRETE FDN. WALL REFER TO STRUCTURE DRAWINGS POURED CONCRETE FOORING REFER TO STRUCTURE DRAWINGS

BACK FILL 50 RIGID INSULATION 610 EACH WAY

SECTION @ COMPOSITE METAL PANEL SCALE 1:20

1220

TYP. FOUNDATION & FOOTING CONSTR. POURED CONCRETE FDN. WALL REFER TO STRUCTURE DRAWINGS POURED CONCRETE FOORING REFER TO STRUCTURE DRAWINGS

A A401

TYP. FLOOR CONSTR. 150 CAST IN PLACE CONC. C/W WELDED WIRE MESH REFER TO STRUCUTRAL DRAWING 6 MIL VAPOUR BARRIER 150 COMPACTED GRANULAR FILL

1025 T/O S.O.G.

150

1133

TYP. WAREHOUSE FLOOR CONSTR. 200 CAST IN PLACE CONC. C/W WELDED WIRE MESH REFER TO STRUCUTRAL DRAWING 6 MIL VAPOUR BARRIER 150 COMPACTED GRANULAR FILL

B A401

SECTION @ CURTAIN WALL SCALE 1:20

BACK FILL 50 RIGID INSULATION-610 EACH WAY

PRE FIN. ALUMINUM FLASHING

150 T/O

TERMINATION BAR

1000

TYP. ROOF CONST. BALLAST SINGLE PLY EPDM MEMBRANE TAPERED RIGID INSULATION 100 RIGID INSULATION0 VAPOUR RETARDER O.B.S SHEATHING OR EQUAL 152 METAL STUD

PLY WOOD AND WOOD BLOCKING TRANSITION MEMBRANE TO OVERLAP 150 EACHWAY

ZELLERS RETAIL COMPANY

T/O STEEL ROOF ELE. 260.498

METAIL DECK-REFER TO STRUCTURAL DRAWING OWSJ.-REFER TO STRUCTURAL DRAWING

1000

C/L

LONDON CANADA

EW2B COMPOSITE METAL PANEL 51 METAL PANEL 150 AIR SPACE 50 POLYURETHANE SPRAY FOAM INSULATION R15 190 CONCRETE BLOCK

1000

C/L

CONTRACTOR NOTE:

4000

WAREHOUSE 113

1000

C/L

TYP. ROOF CONST. BALLAST SINGLE PLY EPDM MEMBRANE TAPERED RIGID INSULATION 100 RIGID INSULATION0 VAPOUR RETARDER O.B.S SHEATHING OR EQUAL

484

150

C/L

NOTES:

T/O

362

B/O

T/O STEEL 2ND FLOOR

1359

ELE. 256.498

7 A502

METAIL DECKING-REFER TO STRUCTURAL DRAWING

EW3A CURTAIN WALL 190 CURTAIN WALL

inspire

4600

P2B CONCRETE BLOCK 140 CONCRETE BLOCK

CAFE 111

1812

C/L

ARCHITECTURE

C/L

1235

PRELIMINARY NOT FOR CONSTRUCTION C/L

DATE:

TYP. WAREHOUSE FLOOR CONSTR. 200 CAST IN PLACE CONC. C/W WELDED WIRE MESH REFER TO STRUCUTRAL DRAWING 6 MIL VAPOUR BARRIER 150 COMPACTED GRANULAR FILL

TYP. FLOOR CONSTR. 150 CAST IN PLACE CONC. C/W WELDED WIRE MESH REFER TO STRUCUTRAL DRAWING 6 MIL VAPOUR BARRIER 150 COMPACTED GRANULAR FILL

1010 5 COURSES OF BLOCKS

2019/12/13

EW1 ARCHITECTURE BLOCK 90 ARCHITECTURE BLOCK 60 AIR SPACE 50 POLYURETHANE SPRAY FOAM INSULATION R15 190 CONCRETE BLOCK

DRIP EDGE

B/O

150

PROVIDE POSITIVE SLOPE

DRAWN BY:

LN, NGUYEN

CHECK BY:

CASTILLO

PROJECT NO.:

19-03

T/O S.O.G. ELE. 251.898

GRADE

C A401

SECTION @ CURTAIN WALL/ ARCH. BLOCK SCALE 1:20

1220

50 RIGID INSULATION-610 EACH WAY

TYP. FOUNDATION & FOOTING CONSTR. POURED CONCRETE FDN. WALL REFER TO STRUCTURE DRAWINGS POURED CONCRETE FOORING REFER TO STRUCTURE DRAWINGS

FINAL SUBMISSION

2019/12/13

ISSUED FOR REVIEW

2019/10/30

NO.

REVISION

DRAWING TITLE:

DATE

WALL SECTIONS

SHEET NO:

A401

5961 409

4506

OFFICE AREA

TACTILE INDICATIOR SLIP RESISTANCE TREAD AT NOSING

209

TACTILE INDICATIOR

190

30 DIA. STEEL GUARD RAIL. PAINTED

300

1130 LANDING WITDH

528

9 IN 77 G RE DU CT IO

DN 24 RISERS @ 196.375

STAIRWELL 106

254

1685 LANDING DEPTH

DO 83 129

200

1238 LANDING DEPTH

355

1100 M.O.

OPEN TO BELOW

2750

1HR F.R.R.

30 DIA. STEEL GUARD RAIL. PAINTED

DN 24 RISERS @ 196.375

340

1345

A A402

1130 LANDING WITDH

300

STEEL STAIR PAN C.W CONC. INFILL

5700 300

190

100

30 DIA. STEEL GUARD RAIL. PAINTED

340

30 DIA. STEEL HANDRAIL. PAINTED 1HR F.R.R.

1 A402

ENGLARGED STAIR PLAN AT SECOND FLOOR SCALE 1:25 N

5961 1HR F.R.R.

1100 M.O.

355

190

4506

5700

190

ION

359

2750

217

STAIRWELL 106

SW 108 ING 0 RE DU

30 DIA. STEEL HANDRAIL. PAINTED

30 DIA. STEEL GUARD RAIL. PAINTED SLIP RESISTANCE TREAD AT NOSING

1100

UP 24 RISERS @ 196.375

A A402

257 528

TACTILE INDICATOR 1605 LANDING STEEL STAIR PAN C.W CONC. INFILL

100

30 DIA. STEEL GUARD RAIL. PAITED

340

4506

1100 M.O.

2 2 A402

ENGLARGED STAIR PLAN AT GROUND FLOOR SCALE 1:25

1HR F.R.R.

ZELLERS RETAIL COMPANY

B T/O STEEL ROOF ELE. 260.498

LONDON CANADA

CONTRACTOR NOTE:

C/L

NOTES:

C/L

915

1070

2210

916

TYP. LANDING CONSTRUCTION 75 C.I.P. CONCRETE 38 METAL DECK REFER TO STRUCT. DWGS.

T/O STEEL 2ND FLOOR ELE. 256.498

2511.0 11 TREADS AT 257.25

1070

2356.5 12 RISERS AT 196.375

1868

TYP. LANDING CONSTRUCTION

C/L

942

75 C.I.P CONCRETE 38 METAL DECK REFER TO STRUCT. DWGS.

C/L

942

2 A403

C/L

inspire

30 DIA. STEEL GUARD RAIL. PAINTED 10 DIA. STEEL PICKET @ 100MM O.C. PAINTED STEEL 'C' CHANNEL REFER TO STRUCT. DWGS.

ARCHITECTURE

30 DIA. STEEL POST. PAINTED

965

943 C/L

C/L

1366 T/O S.O.G. ELE. 251.898

981

140

2019/12/13

DRAWN BY:

L,NGUYEN

2511 11 TREADS AT 257.25

CHECK BY:

NGUYEN & CASTILLO

1 A403

A A402

STAIR SECTION SCALE 1:25

NOT FOR CONSTRUCTION DATE:

30 DIA. STEEL GUARD RAIL. PAINTED STEEL STAIR PAN C.W CONC. INFILL.

PRELIMINARY

2326.5 12 RISERS AT 196.375 2210

STEEL 'C' CHANNEL STRINGER PAINTED REFER TO STRUCT. DWGS.

PROJECT NO.:

19-03

FINAL

ISSUED FOR REVIEW

NO.

SUBMISSION

REVISION

2019/12/13 2019/11/27 DATE

ENLARGED STAIR PLANS & SECTION A402 DRAWING TITLE:

SHEET NO:

50 DIA. STEEL POST. PAINTED 38 DIA. STEEL GUARDRAIL SYSTEM. PAINTED 10 DIA. STEEL PICKET AT 100MM O.C. PAINTED

STEEL STAIR PAN C.W CONC. INFILL REFER TO ROOM FINISH SCHEDULE FINISHED FLOOR REFER TO ROOM FINISH SCHEDULE

STEEL 'C' CHANNEL STRINGER PAINTED REFER TO STRUCT. DWGS.

1 A403

STAIR SECTION @ B/O FLIGHT SCALE 1:10

BASE BOARD

STEEL ANGLE ATTACH TO STEEL STRINGER AND CONCRETE SLAB

ZELLERS RETAIL COMPANY LONDON CANADA

50 DIA. STEEL POST. PAINTED 38 DIA. STEEL GUARDRAIL SYSTEM. PAINTED 10 DIA. STEEL PICKET AT 100MM O.C. PAINTED

CONTRACTOR NOTE:

NOTES:

LEGEND:

ABBREVIATIONS: STEEL STAIR PAN C.W CONC. INFILL REFER TO ROOM FINISH SCHEDULE FINISHED FLOOR REFER TO ROOM FINISH SCHEDULE

STEEL 'C' CHANNEL STRINGER PAINTED REFER TO STRUCT. DWGS.

1 A403

BASE BOARD

STEEL ANGLE ATTACH TO STEEL STRINGER AND CONCRETE SLAB

STAIR SECTION @ B/O FLIGHT

inspire

SCALE 1:10

ARCHITECTURE

PRELIMINARY NOT FOR CONSTRUCTION DATE:

2019/12/13

DRAWN BY:

L,NGUYEN

CHECK BY:

NGUYEN & CASTILLO

PROJECT NO.:

19-03

FINAL

ISSUED FOR REVIEW

NO.

SUBMISSION

REVISION

DRAWING TITLE:

STAIR DETAILS SHEET NO:

A403

2019/12/13 2019/11/27 DATE

SUB GIRT REFER TO STRUCT. DWGS.

T/O

C/L

TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY

19 SHEATHING ON BOTH SIDES OF STUD

BATTEN BAR

METAL STUD C/W POLYURETHANE SPRAY FOAM INSULATION REFER TO STRUCT. DWGS.

SINGLE PLY EPDM MEMBRANE

19 SHEATHING ON BOTH SIDE OF STUD

TAPERED INSULATION 100 INSULATION

152 METAL STUD REFER TO STRUCT. DWGS.

578

BALLAST

STEEL BEAM REFER TO STRUCT. DWGS.

16 O.B.S. BOARD

190 SPANDREL PANEL T/O STEEL ROOF ELE. 260.498

470

BLOCK INFILL

38 METAL DECK REFER TO STRUCT. DWGS.

STEEL BEAM REFER TO STRUCT. DWGS. TRIMMER ANGLE REFER TO STRUCT. DWGS.

1705

C/L

TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY

T/O

STEEL ANGLE REFER TO STRUCT. DWGS.

STEEL ANGLE REFER TO STRUCT. DWGS. T/O STEEL ROOF ELE. 260.498

150

PLYWOOD WOOD BLOCKING

FLASHING

315

SUB GIRT REFER TO STRUCT. DWGS.

150

PLYWOOD WOOD BLOCKING

TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY VAPOUR RETARDER TERMINATION BAR

OWSJ. REFER TO STRUCT. DWGS. BRIDGING REFER TO STRUCT. DWGS.

OWSJ. REFER TO STRUCT. DWGS.

C/L

GYPSUM 190 CONC. BLOCK C/L 190 VISION PANEL

1 A501

PARAPET @ COMPOSITE METAL PANEL

2 A501

SCALE 1:10

PARAPET @ CURTAIN WALL SCALE 1:10

D 328 65

263

38 METAL PANEL 50 AIR SPACE 50 POLYURETHANE SPRAY FOAM INSULATION R15

RECEIVING AREA 119

CAFE 111

190 CONCRETE BLOCK

90 BLOCK COLUMN COVER PANEL EXTRUSION FDN. WALL BELOW PANEL FILLER

325

250X250 COLUMN REFER TO STRUCT. DWGS.

265

125 STEEL COLUMN REFER TO STRUCT. DWGS

WAREHOUSE 113

415 540

265

90 BLOCK COLUMN COVER C/W BULLNOSE

325

268

140 CONC. BLOCK

390

263 328

328

190 CONC. BLOCK 50 POLYURETHANE SPRAY FOAM INSULATION R15

FOUNDATION WALL BELOW BLOCK INFILL TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY

MECHANICHAL ELECTRICAL 114

60 AIR SPACE 90 ARCHITECTURAL BLOCK

4 A501

INTERIOR CORNER @ C.M. PANEL SCALE 1:10

5 A501

EXTERIOR CORNER @ ARCH. B SCALE 1:10

SINGLE PLY EPDM MEMBRANE TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY VAPOUR RETARDER TERMINATION BAR

628

FLASHING 265

363

WAREHOUSE 113 320

TRANSITION MEMBRANE TO OVER LAP 150 EACH WAY

90 BLOCK COLUMN COVER C/W BULLNOSE

25X11BATTEN BAR BALLAST TAPERED RIGID INSULATION 100 RIGID INSULATION 16 O.S.B. BOARD

ZELLERS RETAIL COMPANY

150 AIR SPACE

50 POLYURETHANE SPRAY FOAM INSULATION R15

CAFE 111

PANEL FILLER PANEL EXTRUSION WOOD BLOCKING

140 CONCRETE BLOCK

38 METAL DECK REFER TO STRUCT. DWGS.

LONDON CANADA

TRANSITION MEMBRANE OVERLAP 150 EACH WAY 38 METAL PANEL CLIP ANGLE

STEEL COLUMN -REFER TO STRUCT. DWGS

CONTRACTOR NOTE:

VISION PANEL

150

FDN. WALL BELOW

190 BLOCK C/W BULLNOSE

340 65

405

NOTES:

M BOARD CEILING

CURAINTWALL @ C.M. PANEL

3 A501

SCALE 1:10

390

CAFE 111

325

405

inspire

340

ARCHITECTURE

90 BLOCK COLUMN COVER C/W BULLNOSE STEEL COLUMN REFER TO STRUCT. DWGS.

PRELIMINARY

190 CONC. BLOCK C/W BULLNOSE

265

NOT FOR CONSTRUCTION 605

340

405

5 DATE:

2019/12/13

340

325

DRAWN BY:

LN, NGUYEN

CHECK BY:

NGUYEN&CASTILLO

VISION PANEL FOUNDATION WALL BELOW BLOCK INFILL

325

BLOCK

TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY

PROJECT NO.:

19-03

265

340 605

SPANDREL PANEL C/W BACK ROD AND CAULKING

FINAL SUBMISSION

2019/12/13

ISSUED FOR REVIEW

2019/10/30

NO. DRAWING TITLE:

6 A501

EXTERIOR CORNER @ CURTAIN WALL SCALE 1:10

REVISION

PLAN & SECTION DETAILS A501

SHEET NO:

DATE

150

38 METAL PANEL 150 AIR SPACE 50 POLYURETHANE SPRAY FOAM INSULATION

BALLAST SINGLE PLY EPDM MEMBRANE

190 CONCRETE BLOCK

100 RIGID INSULATION

T/O

558

TAPERED RIGID INSULATION VAPOUR RETARDER

SUB GIRT REFER TO STRUCT. DWGS. 132 RIGID INSULATION 19 SHEATHING BOARD BATTEN BAR

16 OSB BOARD COUNTER FLASHING

38 METAL DECK REFER TO STRUCT. DWGS. OWSJ. REFER TO STRUCT. DWGS. B/O

TRANSITION MEMBRANE TO OVERLAP 150 EACH WAY

STEEL ANGLE

401

T.O.S FIRST FLOOR METAL DECK REFER TO STRUCT. DWGS.

ELE. 256.498

OWSJ. REFER TO STRCUT. DWGS. STEEL BEAM REFER TO STRUCT. DWGS. STEEL BEAM REFER TO STRUCT. DWGS.

T/O STEEL CANOPY ELEV. 256.186 C CHANNEL REFER TO STRUCT. DWGS.

140 CONCRETE BLOCK

SI T 10 16

GUTTER BEAM REFER TO STRUCT. DWGS. BACK ROD AND CAULKING

38 R C V

7 A502

LOW ROOF @ WAREHOUSE SCALE 1:10

INTENTIONALLY LEFT BLANK

8 A502

CANOPY @ MAIN ENTRY SCALE 1:10

INTENTIONALLY LEFT BLANK

ZELLERS RETAIL COMPANY

152 METAL STUD c/w POLYURETHANE SPRAY FOAM INSULATION 19 SHEATHING BOARD 60 AIR SPACE SPANDREL PANEL

LONDON CANADA

COUNTER FLASHING TRANSITION MEMBRANE TO OVER LAP 150 EACH WAY

INTENTIONALLY LEFT BLANK

VAPOUR RETARDER BATTEN BAR BALLAST CONTRACTOR NOTE:

INGLE PLY EPDM MEMBRANE TAPERED RIGID INSULATION 00 RIGID INSULATION 6 OSB PROTETION BOARD

NOTES:

8 METAL DECK REFER TO STRCUT. DWGS. CLADDING VISION PANEL

inspire

ARCHITECTURE

PRELIMINARY NOT FOR CONSTRUCTION DATE:

INTENTIONALLY LEFT BLANK

2019/12/13

DRAWN BY:

LN, NGUYEN

CHECK BY:

NGUYEN, CASTILLO

PROJECT NO.:

19-03

FINAL SUBMISSION

2019/12/13

REVISION_1

2019/10/30

NO. DRAWING TITLE:

REVISION

PLAN & SECTION DETAILS A502

SHEET NO:

DATE

Oxford Health

Family Centre

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Understanding that going to medical centres may make the clients feel daunted, my design goal is to allow the patients to be comfortable as if they are in their own homes. Blue evokes tranquility, therefore, I chose Decorator’s White as the major paint color and Black Pepper as accent color. The light blue walls and ceiling make the room brighter and larger. The wood color provides warmth; and since woodlike flooring is used in most of Canada’s households, it enhances the home-like feel to the client, making them feel more secured. Round shapes have a softening effect. We can see curves at the archway to the children’s playroom, or at the reception desk.

decorator’s white oc-149

black pepper 2130-40

sheet veneer

Thank You Long Nguyen nglong1302@gmail.com