Raquel Mira - Portfolio 2022 by Raquel Mira

RAQUEL MIRA DE SOUZA architectural technology portfolio

“Architecture was my way of expressing my ideals: to be simple, to create a world equal to everyone, to look at people with optimism, that everyone has a gift. I don’t want anything but general happiness.”

OSCAR NIEMEYER

TABLE OF CONTENTS 3

ACADEMIC WORK . The Factory

PROFESSIONAL WORK . Scandinavian Kitchen, En-suite and Foyer - Denfield, Canada

GALLERY OF WORK . Urban Environmental Studies . Townhouse Complex . London Kitchen millwork 1 . London Kitchen millwork 2

** All professional work shown on this portfolio was previously authorized by The Wood Studio.

THE FACTORY 5TH TERM PROJECT

This Academic project is a proposal project for a new Executive Centre at 55 McCormick Avenue in London, Ontario. The existing heritage structure is seen as an opportunity to contribute to the history of the city and add value to this project, respecting its characteristics and suggesting new uses and demands. The new additions include the link and the commercial right wing of the building. The architectural concept for this proposal is to use modern materials, such as ACM panels, vision glass curtain walls, exposed black metal structures and new type of standard brick.

Year of academic work: January-April 2022 Address: 55 McCormick Avenue, London ON Project Description: Four Storeys, Commercial Complex (Addition/New Construction) Group A2, D and E Design Professor: Joel Foster 2D/3D Drawings Software: Autodesk Revit 2020 3D Renderings: Twinmotion 2022

WARNER STREET FACADE ENTRANCE OF EXISTING BUILDING

WARNER STREET FACADE CORNER OF NEW BUILDING

REAR FACADE LINK ENTRANCE

CONCEPTUAL HAND SKETCHES 5TH TERM PROJECT

THE FACTORY PROJECT TITLE

THE FACTORY PROJECT ADDRESS

CHECKED BY

JF. DRAWN BY

MC.CORMICK ST. & WARNER ST.

RAQUEL MIRA DE SOUZA

CLIENT

02/28/22

FANSHAWE COLLEGE

DATE

ARCHITECTURE CONSULTANT

STRUCTURAL CONSULTANT

MECHANICAL CONSULTANT

FANSHAWE COLLEGE, SCHOOL OF BUILDING TECHNOLOGY

STRIK, BALDINELLI, MONIZ

ADDRESS: 1599 ADELAIDE STREET N. UNIT 301, LONDON, ON N5X 4E8 CONTACT INFO: (519) 471-6667 EMAIL: SBM@SBMLTD.CA

ADDRESS:1001 FANSHAWE COLLEGE BLVD, LONDON, ON N5Y 5R6 CONTACT INFO: (519) 452-4277

SHEET LIST SHEET NUMBER

SHEET NAME

A000

COVER

A001

GENERAL INFORMATION

A002

WALL ASSEMBLIES

A100

OVERALL SITE PLAN

A200

L000 FOUNDATION PLAN

A201

L200 FLOOR PLAN

A202

L200 ENLARGED

A203

L200 RCP

A204

L400 ROOF PLAN

A300

SOUTH AND WEST ELEVATIONS

A301

NORTH AND EAST ELEVATIONS

A400

BUILDING SECTION

A401

WALL SECTIONS

A402

WALL SECTIONS

A500

SECTION DETAILS

A501

PLAN DETAILS

A502

STAIR PLANS AND SECTIONS

C100

CIVIL SITE PLAN

ELECTRICAL CONSULTANT

LANDSCAPE CONSULTANT

CIVIL CONSULTANT

STRIK, BALDINELLI, MONIZ

RON KOUDYS LANDSCAPE ARCHITECTS, INC.

STRIK, BALDINELLI, MONIZ

ADDRESS: 1599 ADELAIDE STREET N. UNIT 301, LONDON, ON N5X 4E8 CONTACT INFO: (519) 471-6667 EMAIL: SBM@SBMLTD.CA

ADDRESS: 368 OXFORD STREET EAST LONDON, ONTARIO N6A 1V7 T: 519-667-3322 E-MAIL: INFO@RKLA.CA

ADDRESS: 1599 ADELAIDE STREET N. UNIT 301, LONDON, ON N5X 4E8 CONTACT INFO: (519) 471-6667 EMAIL: SBM@SBMLTD.CA

ASSEMBLY

DESCRIPTION

TYPE

ASSEMBLY

DESCRIPTION

EXISTING FOUNDATION WALL

EXTERIOR

INTERIOR

EXTERIOR

217.00

.LIVE WALL SYSTEM (REFER TO MANUFACTURER DRAWINGS) .22MM METAL FURRING .WATERPROOF MEMBRANE .190MM CMU FILLED WITH GROUT .22MM METAL FURRING .13MM GYPSUM WALL BOARD

247.00

150.00

INTERIOR

EXTERIOR

PARTITION WALL CONSTRUCTION

INTERIOR

EXTERIOR

400.00

NEW FOUNDATION WALL 1 HR F.R.R

92MM STUD PARTITION WALL 1 HR F.R.R. AND STC 49 (AS PER UCL W453)

.DELTA-MS PROTECTION BOARD .TORCY APPLIED WATERPROOF MEMBRANE C/W WATER RESISTANT CONCRETE COATING .250MM C.I.P. CONCRETE FOUNDATION WALL (SEE STRUCTURAL PLANS) .43MM AIR SPACE .92MM STEEL STUD @610 O.C. C/W MINERAL WOOL BATT INSULATION - FILL ALL VOIDS .VAPOUR RETARDER .13MM GYPSUM WALL BOARD, PRIMED &PAINTED

.16MM TYPE X GYPSUM WALL BOARD, PRIMED AND PAINTED .92MM METAL STUD @610 O.C. C/W SOUND ATTENUATION INSULATION .16MM TYPE X GYPSUM WALL BOARD, PRIMED AND PAINTED

PW1

RF1

INTERIOR

EXISTING EXTERIOR WALL

92MM STUD PARTITION WALL 2 HR F.R.R. AND STC 49 (AS PER OBC S6a)

.102 EXISTING BRICK VENEER .102 EXISTING BRICK VENEER .102 EXISTING BRICK VENEER

.16MM TYPE X GYPSUM WALL BOARD, PRIMED AND PAINTED .16MM TYPE X GYPSUM WALL BOARD .92MM METAL STUD @610 O.C. C/W SOUND ATTENUATION INSULATION .16MM TYPE X GYPSUM WALL BOARD .16MM TYPE X GYPSUM WALL BOARD, PRIMED AND PAINTED

PW2

SLOPED

RF2

INTERIOR

156.00

EXTERIOR

INTERIOR

SLOPED

124.00

306.00

EW2

ROOF CONSTRU 655.00

250.00

EW1

AD2

SUBSTRATE

EXTERIOR

MW1

INTERIOR

EXTERIOR

.DELTA-MS PROTECTION BOARD .TORCY APPLIED WATERPROOF MEMBRANE C/W WATER RESISTANT CONCRETE COATING .250MM C.I.P. CONCRETE FOUNDATION WALL (SEE STRUCTURAL PLANS)

LIVE WALL

540

INTERIOR INTERIOR

AD1

200.00

NEW FOUNDATION WALL 1 HR F.R.R

FW3

ASSEMBLY

.200MM CIP. CONC WALL MW1

400.00

FW2

TYPE

200MM CIP CONC WALL 1.0 HR F.R.R. AND STC 50 (AS PER OBC SB-3 B1b)

.400MM C.I.P. CONCRETE FOUNDATION WALL FW1

WALL ADDITION

NEW EXISTING EXTERIOR WALL

152MM STUD PARTITION WALL

.38 TILE BRICK VENEER .102 EXISTING BRICK VENEER .102 EXISTING BRICK VENEER .102 EXISTING BRICK VENEER

.13MM GYPSUM WALL BOARD, PRIMED AND PAINTED .152MM METAL STUD @610 O.C. C/W SOUND ATTENUATION INSULATION .13MM GYPSUM WALL BOARD, PRIMED AND PAINTED

PW3

540

TYPE

MASONRY WALL CONSTRUCTION

SUBSTRATE

EXTERIOR WALL CONSTRUCTION

SLOPED

RF3

INTERIOR

344.00

178.00

EXTERIOR

INTERIOR

EW3

.90MM BRICK C/W BRICK TIES .25MM AIR SPACE .100MM R24 CLOSED CELL SPRAY INSULATION (R6/INCH MIN) .SELF ADHERED VAPOUR PERMEABLE BARRIER .16MM NON-COMBUSTIBLE EXTERIOR GRADE SHEATING .152 METAL STUD @406MM O.C. MAX .13 GYPSUM WALL BOARD, PRIMED &PAINTED

.25 MM GYPSUM WALL BOARD (UL TYPE SLX), PRIMED AND PAINTED .51MM CH METAL STUD, 20ga. MSG. @610 O.C. .16MM GYPSUM WALL BOARD (UL TYPE SCX), PRIMED AND PAINTED

PW4

200.00

SHAFT WALL 1 HR F.R.R. AND STC 34 (AS PER UCL UL U415)

EXTERIOR BRICK WALL

RA1

ROOF SUBSTRA

92.00

398.00

SCREEN WALL CONTRUCTION

331.00

.25MM ALUMINUM COMPOSITE METAL PANEL .25MM AIR SPACE .100MM R24 CLOSED CELL SPRAY INSULATION (R6/INCH MIN) .SELF ADHERED VAPOUR PERMEABLE BARRIER .16MM NON-COMBUSTIBLE EXTERIOR GRADE SHEATING .152 METAL STUD @406MM O.C. MAX .13 GYPSUM WALL BOARD, PRIMED &PAINTED

CURTAIN/SCREEN WALL

CW1

.150 MM CLEAR ANODIZED ALUMINUM FRAMING C/W VISION GLASS (REFER TO SHOP DRAWINGS) .SPANDREL PANEL (REFER TO SHOP DRAWINGS) .DELUGE SPRINKLER SYSTEM - AS PER REQUIRED (REFER TO SPRINKLER PACKAGE DRAWINGS)

200.00

INTERIOR

EW4

EXTERIOR

EXTERIOR ACM WALL

RA2

ROOF SUBSTRA

NS CONSTRUCTION DESCRIPTION

TYPE

ASSEMBLY

KEY PLAN DESCRIPTION

YA UR

300.00

FLOOR SLAB ON GRADE

C EBE

THE

ST.

.FLOOR FINISH (REFER TO FINISHING DRAWINGS) .100MM C.I.P. REINFORCED CONCRETE SLAB .10MIL UNDER SLAB VAPOUR BARRIER .50MM RIGID INSULATION .150MM COMPACTED GRANULAR FILL (REFER TO STRUCTURAL DRAWINGS)

FL1

EXTERIOR

HB HIG

WALL ADDITION .90MM BRICK C/W BRICK TIES .AIR SPACE AS REQUIRED .100MM R24 CLOSED CELL SPRAY INSULATION (R6/INCH MIN) .SELF ADHERED VAPOUR PERMEABLE BARRIER .SUBSTRATE (REFER TO ARCHITECTURAL DRAWINGS)

F AC R TO Y

ABBREVIATIONS

EXTERIOR

.25MM ALUMINUM COMPOSITE METAL PANEL .AIR SPACE AS REQUIRED .100MM R24 CLOSED CELL SPRAY INSULATION (R6/INCH MIN) .SELF ADHERED VAPOUR PERMEABLE BARRIER .SUBSTRATE (REFER TO ARCHITECTURAL DRAWINGS)

380.00

WALL ADDITION

EXISTING FLOOR ASSEMBLY .FLOOR FINISH (REFER TO FINISHING DRAWINGS) .25MM SOLID TIMBER T&G DECKING .355MM TYP. TIMBER BEAM C/W 38X184MM JOIST SYSTEM

FL2

UCTION

NEW ROOF - LINK .EPDM ROOF MEMBRANE .25MM SLOPED ROOF INSULATION .225MM R50 RIGID INSULATION .6MIL POLY VAPOUR BARRIER .25MM 1HR F.R.R. T&G ROOF INSULATED PANELS .265MM C.I.P. REINFORCED CONCRETE SLAB

NEW FLOOR ASSEMBLY - LINK .FLOOR FINISH (REFER TO FINISHING DRAWINGS) .265MM C.I.P. REINFORCED CONCRETE SLAB

FL3

265.00

.EPDM ROOF MEMBRANE .25MM SLOPED ROOF INSULATION .225MM R50 RIGID INSULATION .6MIL POLY VAPOUR BARRIER .25MM 1HR F.R.R. T&G ROOF INSULATED PANELS .25MM SOLID TIMBER T&G DECKING .355MM TYP. TIMBER BEAM C/W 38X184MM JOIST SYSTEM

250.00

EXISTING ROOF

ACM.: ALUMINUM COMPOSITE MATERIAL ACT.: ACOUSTICAL CEILING TILE AFF.: ABOVE FINISH FLOOR ALUM.: ALUMINUM BF.: BARRIER FREE BLDG.: BUILDING BLVD.: BOULEVARD BOC.: BOTTOM OF CONCRETE BOF.: BOTTOM OF FOOTING C/W.: COMPLETE WITH CB.: CATCH BASIN CIP.: CAST IN PLACE DN.: DOWN DWG.: DRAWING ELEC.: ELECTRICAL ELEV.: ELEVATION EX..: EXISTING FCRD.: FLOW CONTROL ROOF DRAIN FD.: FLOOR DRAIN FFE.: FINISH FLOOR ELEVATION FTG.: FOOTING GYP.: GYPSUM BOARD HSS.: HOLLOW STRUCTURAL SECTION INSUL.: INSULATION INT.: INTERIOR LM.: LIMITED MOBILITY MAX.: MAXIMUM MECH.: MECHANICAL MH.: MAN HOLE MIN.: MINIMUM OC.: ON CENTER PB.: PUSH BUTTON DOOR OPERATOR TYP.: TYPICAL U/S.: UNDERSIDE UNO.: UNLESS NOTED OTHERWISE VB.: VAPOUR BARRIER

NEW FLOOR ASSEMBLY - NEW BUILDING .FLOOR FINISH (REFER TO FINISHING DRAWINGS) .15MM CONCRETE TOPPING .250MM PRE CAST HALLOW CORE SLAB

FL4

SCHOOL OF BUILDING TECHNOLOGY STRUCTURE FIRE PROTECTION

SP1

EXTERIOR

COLUMN FIRE PROTECTION 1HR F.R.R. (AS PER OBC SB2 T.2.6.1.F.) COLUMN

.EPDM ROOF MEMBRANE .25MM SLOPED ROOF INSULATION .225MM R50 RIGID INSULATION .6MIL POLY VAPOUR BARRIER .25MM 1HR F.R.R. T&G ROOF INSULATED PANELS .15MM CONCRETE TOPPING .250MM PRE CAST HALLOW CORE SLAB

ARCHITECTURAL TECHNOLOGY

PROJECT TITLE

NEW ROOF - NEW BUILDING

.16MM TYPE X GYPSUM WALL BOARD, PRIMED AND PAINTED .16MM TYPE X GYPSUM WALL BOARD .16MM TYPE X GYPSUM WALL BOARD

THE FACTORY

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

CLIENT

FANSHAWE COLLEGE DRAWING TITLE

BEAM FIRE PROTECTION 1HR F.R.R. (AS PER OBC SB2 T.2.6.1.F.)

ROOF ADDITION .50MM PRE-CAST PAVER .150MM ROOF PEDESTAL SYSTEM .ROOF SUBSTRATE

SP2

.INTUMESCENT FIRE RETARDANT PAINT

ATE

ICK RM CO MC D. BL V

FLOOR CONSTRUCTION

WALL ASSEMBLIES CHECKED BY

JF. DRAWN BY

RAQUEL MIRA DE SOUZA DATE

MARCH 14TH, 2022 ROOF ADDITION .200MM LIVING ROOF TRAY BED (REFER TO LANDSCAPE DRAWINGS) .ROOF SUBSTRATE

RESERVED

A002 DRAWING

AV.

VISIBILITY TRIANGLE 6000X6000MM CONCRETE 1200X1200MM WALKWAY SLOPE SIDE WALK TO GRADE TACTILE INDICATOR DROP CURB

N90° 00' 00"E

SS.

PROPERTY LINE

91.44 m

SOD 150MM ROLLED CONC. CURB <<< FIRE ROUTE >>>

EXT. MH 2700

2700

C B

2700

2751

3200

2700

2000

2700

2000

2700

GARBAGE AND RECYCLING CANS

3100

CONCRETE 1200X1200MM WALKWAY

5 BOLLARDS @ 900MM O.C.

KS C. AC O. R E M IK M B 00 8 @

SOD

EXIT CANO PROJECTIO

150MM ROLLED CONC. CURB 3120

4 STOREY 1526 m2 COMMERCIAL BUILDING GROUP A2, D AND E

SOD 5790

F.F.E. 251.15

ZERO SETBACK

3380

5790

24359

14601

4303

9448

BUILDING TO PL.

51.82 m

SOD

ZERO SETBACK

ENTRANCE CANOPY PROJECTION

SOD UP

N 0° 00' 00" E

2763

ZERO SETBACK

4 BIKE RACKS @ 800MM O.C.

N90° 00' 00"W

PROPERTY LINE

91.44 m

GARBAGE AND RECYCLING CANS

3580

43 BOLLARDS @ 900MM O.C.

LEGEND

C B

1 : 150

WARNER STREET

ZONING INFORMATION BUILDING ENTRANCE

VEGETATION / TREES

FIRE EXIT

ADA HANDICAPPED PARKING STREET LIGHT HYDRANT WATER SUPPLY BIKE RACK RING GARBAGE AND RECYCLING BINS MOLOK WASTE CONTAINER BUS SHELTER

C B C B GM.

PRIMARY FIRE FIGHTING ACCESS

SV.

OUTSIDE PROPERTY CATCH BASIN

SS.

CATCH BASIN

BARRIER FREE PARKING SIGN

NS1

GENER REQUIRED

LOT FRONTAGE MIN. (M) SERVICE VEHICLE PARK ONLY SIGN STOP SIGN PROPERTY BOUNDARIES

GAS METER

REQUIRED PROPERTY SETBACKS

EXISTING MAN HOLE

FIRE ROUTE

EXT. MH

FDC

BF .

FIRE DEPARTMENT SYAMESE CONNECTION

PROPOSED FENCE

TACTILE INDICATOR

CANOPY/PARAPET PROJECTIONS

0 00

150MM ROLLED CONC. CURB

SOD

SITE PLAN

SOD

B SHE

2800

10042

4592

11 BOLLARDS @ 900MM O.C.

BUILDING TO PL.

C B

12917

7455

PROPOSED THE FACTORY BUILDING

15807

4 BIKE RACKS @ 800MM O.C.

24386

CONCRETE 1200X1200MM WALKWAY

5816

PAD MOUNTED TRANSFORME SOD R

ENTRANCE CANOPY PROJECTION

5 BOLLARDS @ 900MM O.C.

FDC

GM.

C B

5 BOLLARDS @ 900MM O.C.

EX IT

17982

150MM ROLLED CONC. CURB

2700

LIMITE D MOBILI TY

R E

LIMITE D MOBILI TY 08

R 600

C B

2700

TYP. 5620

VISIBILITY TRIANGLE 6000X6000MM

2700

9550

MC. CORMICK STREET

3200

BUILDING TO PL.

OF EX. STREET

5200

PARKING SETBACK

ASPHALT DRIVEWAY (PERMANENT, DURABLE AND DUSTLESS)

SETBACKS: FRONT YARD INTERIOR YARD REAR & ABUTT.

PROPOSE D

• 0.0 m 3.0 m 3.0 m

0.0 m 20 m 18 m

4738 m2

711 m2

842 m2

LOT COVERAGE (MAX.)

1422 m2

1526 m2

HEIGHT RESTRICTION

15.7 m

GROSS FLOOR AREA (MAX.)

2000 m2

6104 m2

SITE AREA LANDSCAPE SPACE (MIN)

•

• • •

R.N

HB HIG

ICK RM CO MC D. BL V

P.N.

KEY PLAN

YA UR V.

1000 6100

3050

C B

1000 3050

2700

10807

6100

1882

2000

1000

2700

R TO

2700

F AC

2700

THE

2700

ST.

SNOW AREA

C EBE

SOD ROAD MARKS PAINTED IN WHITE

<<< FIRE ROUTE >>>

2700

PROPERTY LINE EX. S

SETBACK

FENCE ALONG THE PROPERTY LINE 1.8M HIGH

11010

0 90

R 1205

6791

2700

S 0° 00' 00" W

2700

5003

2880

PARKING SETBACK

SOD

BUILDING SETBACK

2700 2700

SOD

51.82 m

150MM ROLLED CONC. CURB

ASPHALT DRIVEWAY (PERMANENT, DURABLE AND DUSTLESS)

150MM ROLLED CONC. CURB

2000

150MM ROLLED CONC. CURB

2700

TYP. BARRIER FREE RAMP SLOPED TO GRADE, SEE MANUFACTURER DRAWINGS

2700

CONCRETE 1200X1200MM WALKWAY

FENCE ALONG THE PROPERTY LINE 1.8M HIGH

SOD

14088

SOD

OPY ON

20 3100

26688

BUILDING TO PL.

E.F. 25688

E.F.

BUILDING TO SETBACK

5500

ABBREVIATIONS GARBAGE AND 0 RECYCLING 00

SS.

17153

2893

ROAD MARKS PAINTED IN WHITE

C B

20321

2700

13602

2000

LOADING PARKING ZONE

150MM ROLLED CONC. CURB

SETBACK

<<< FIRE ROUTE >>>

2700

19700 BUILDING TO PL.

2700

BUILDING TO SETBACK

19181

1000

3000

2700

16700

SCHOOL OF BUILDING TECHNOLOGY ARCHITECTURAL TECHNOLOGY

2700

SS.

4 BIKE RACKS @ 800MM O.C. H

1114

PROPERTY LINE

3693

PROJECT TITLE

0 90

SOD

4006

DRO P CUR B

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

CLIENT

FANSHAWE COLLEGE

9550

R3 00

SOD

C B

BUS PARKING ZONE

CONCRETE 1200X1200MM WALKWAY

PARAPET PROJECTION

BUS ELTER

THE FACTORY VISIBILITY TRIANGLE 6000X6000MM

DRAWING TITLE

SLOPE SIDE WALK TO GRADE TACTILE INDICATOR

OF EX. STREET EXT. MH

SITE NOTES

RAL NOTES CURB AND SOD ARE TO BE REINSTATED IN THE AREA OF THE OLD DRIVEWAYS. TREE PROTECTION WILL REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION. PARKING AND SITE LIGHTING FIXTURES WILL BE FULL CUT-OF DIRECTED AWAY FROM ABUTTING PROPERTIES WITH NO GLARE. SNOW STORAGE TO BE LOCATED ON SITE. EXCESS SNOW WILL BE TRUCKED AWAY FROM THE SITE. ALL UNDERGROUND AND ABOVEGROUND (I.E. SIDEWALKS, CURBS, SOD, ROADS) WORKS IN MUNICIPAL R.O.W. TO BE UPGRADED AT 100% OWNER'S COST. HANDICAP ACCESSIBLE ENTRANCE TO BE LOCATED AT THE FRONT ENTRANCE. BICYCLE STORAGE AREA WILL BE PROVIDED INSIDE AND/OR OUTSIDE THE BUILDING. CURB AND SOD ARE TO BE REINSTATED IN THE AREA OF THE OLD DRIVEWAYS.

• • • •

• •

TREE PROTECTION WILL REMAIN ON SITE FOR THE DURATION OF CONSTRUCTION. PARKING AND SITE LIGHTING FIXTURES WILL BE FULL CUT-OF DIRECTED AWAY FROM ABUTTING PROPERTIES WITH NO GLARE. SNOW STORAGE TO BE LOCATED ON SITE. EXCESS SNOW WILL BE TRUCKED AWAY FROM THE SITE. ALL UNDERGROUND AND ABOVEGROUND (I.E. SIDEWALKS, CURBS, SOD, ROADS) WORKS IN MUNICIPAL R.O.W. TO BE UPGRADED AT 100% OWNER'S COST. HANDICAP ACCESSIBLE ENTRANCE TO BE LOCATED AT THE FRONT ENTRANCE. BICYCLE STORAGE AREA WILL BE PROVIDED INSIDE AND/OR OUTSIDE THE BUILDING.

• •

•

ALL LANDSCAPE DIMENSIONS AND DETAILS REFER TO LANDSCAPE DRAWINGS. ALL WORK INVOLVED IN THE CONSTRUCTION, RELOCATION, REPAIR OF MUNICIPAL SERVICES FOR THE PROJECT SHALL BE TO THE SATISFACTION OF THE DIRECTOR OF PLANNING AND CHIEF PLANNER, PLANNING AND ECONOMIC DEVELOPMENT DEPARTMENT. FIRE ROUTE SIGNS AND 3-WAY FIRE HYDRANTS SHALL BE ESTABLISHED TO THE SATISFACTION OF THE CITY FIRE DEPARTMENT AND AT THE EXPENSE OF THE OWNER. ALL DRIVEWAYS FROM PROPERTY LINES FOR THE FIRST 7.5 M SHALL BE WITHIN 5% MAXIMUM GRADE, THEREAFTER, ALL DRIVEWAYS SHALL BE WITHIN 10% MAXIMUM GRADES.

OVERALL SITE PLAN CHECKED BY

J.F. DRAWN BY

RAQUEL MIRA DE SOUZA DATE

MARCH 14TH, 2022

A100 DRAWING

AV.

EXISTING

5791

6069

6096

306

5791

456

23747

NEW CONSTRUCTION

306

5544

4957

150

4283

14784

X1 Y1 0 25 3

38 93

4 18

306

36 96

13 34

R AI

EL E SH V A AF TO T R 28 45

28 45

20 0

18 44

- 3 T.O 03 .C 8. .= 00

SH IT AF T

36 55

20 0

24 53

20 0 18 79

E SH VA AF TO T R

20 0

24 45

23 0 20

20 0

2056 124

34 00

4705

6096

38 06

29 64

F.F.E. = 2438.40

80 58

0 20

STAIR SHAFT

FW1

17019

5750

4301

408

250

408

4400

7155

7405

NEW CONC. FOUNDATION WALL TO SUPPORT ENTRANCE AREA ABOVE (REFER TO STRUCT. DWGS)

3292

3802

20 0

408

36 96

06 39

T.O.F. -3138.00 B.O.F. -3443.00

FW1

400

SAW CUT & REMOVE EXIST. FOOTING BRACE & UNPIN EXIST. WALL AS REQUIRED (REFER TO STRUCT. DWGS.) (TYP. AT ALL NEW FOOTINGS)

2891

MW1

T.O.F. -3138.00 B.O.F. -3443.00

A402

4276

MW1

T.O.F. -2538.00 B.O.F. -2843.00

1050

11 0

335

5867

A502

5791

00 8. 03 -3

23774

6096

T.O.F. -4714.00 B.O.F. -5314.00

1 A400

A AR SH 0

0 20

T.O.F. -2538.00 B.O.F. -2843.00

F.F.E. = - 3038.00

1 24

O T.

F. S.

MW1

T.O.F. -2538.00 B.O.F. -2843.00

SAW CUT & REMOVE EXIST. SLAB ON GRADE AS REQUIRED FOR NEW CMU FOUNDATION WALLS AND CONC. FOOTINGS (REFER TO STRUCT. DWGS.)

0 20

63 61

MW1

120

A401

SAW CUT & REMOVE EXIST. SLAB ON GRADE AS REQUIRED CIP CONCRETE FOOTINGS (REFER TO STRUCT. DWGS.)

T AF

20 0

0 20

T.O.C.= 3038.00

63 16

1874

40 58

87 22

MW1 MW1

2 A401

F.F.E. = - 2438.40

S.F.

29 16

FW3 3000

0 12

EXISTING CONSTRUCTION REFER TO AS-BUILT DRAWINGS (SHOWN HATCHED)

FW1

S. F.

FW1

Y3 Y4

30 45

5791

69 39

2956

700

17835

250

2956

NEW CONSTRUCTION

EXISTING

5791

6069

6096

5791

456

14784

Con ASSEMBLY Basic Wall: .CIP 252mm W Black ACM Basic Wall: .CIP Concrete Wall 150mm Basic Wall: .CIP Concrete Wall 200mm

FLOOR PLAN L000 1 : 100

Basic Wall: .CURB 331

Basic Wall: .Existing Foundation Wall 250m

Basic Wall: .Existing Foundation Wall 408m

10042

2150

7338

4854

19530

2150

7004

1 X2 91 18

X3 ABBREVIATIONS

34 32

15 86

X5 60 13

6 49

06 39

T.O.F. -3138.00 B.O.F. -3443.00

WEEPING TILE C/W FILTER CLOTH (REFER TO CIVIL) (SHOWN DASH DOTTED)

T.O.F. -3138.00 B.O.F. -3443.00

. R E AG T B F R A

H12

250

6 98

T.O.F. -3138.00 B.O.F. -3443.00

0 20

250

TYP.

1830

250

700

FW1

4960

42 96

FW2 1830

5238

4710

TYP. FW2 7954

20 00

T.O.C.= - 3038.00

250

T.O.F. -3138.00 B.O.F. -3443.00

MW1

T.O.F. -3138.00 B.O.F. -3443.00

T.O.F. -3038.00 B.O.F. -3343.00 7037

CONC. FOUNDATION WALL FOR WINFOWS WELL ( REFER TO WALL SECTIONS)

F.F.E. = - 3038.00 T.O.F. -3038.00 B.O.F. -3343.00

TYP.

25863

T.O.F. -3038.00 B.O.F. -3343.00 1830

T.O.F. -3138.00 B.O.F. -3443.00

FOOTING BELOW

T.O.F. -3138.00 B.O.F. -3443.00 TYP.

FW3

SCHOOL OF BUILDING TECHNOLOGY

7412

FW2

20903

18503

1830

26700

ARCHITECTURAL TECHNOLOGY

T.O.F. -3138.00 B.O.F. -3443.00 250

T.O.F. -3138.00 B.O.F. -3443.00

9860

T.O.F. -3038.00 B.O.F. -3343.00

250 FW2

3 A402

16590

PROJECT TITLE 250

700

THE FACTORY

250

E1 T.O.F. -3138.00 B.O.F. -3443.00

WEEPING TILE C/W FILTER CLOTH (REFER TO CIVIL) (SHOWN DASH DOTTED)

FW2 250

FW2

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

T.O.F. -3138.00 B.O.F. -3443.00

T.O.C -894 (TYP.)

700

L000 FOUNDATION PLAN

18040

333

27817

FANSHAWE COLLEGE DRAWING TITLE

T.O.F. -3138.00 B.O.F. -3443.00

250 10110

CLIENT

CHECKED BY

Checker DRAWN BY

ncrete Wall Material Takeoff MATERIAL

Concrete Wall Material Takeoff VOLUME

AREA

.Concrete- CIP

14.37 m³

72 m²

.Concrete- CIP

1.19 m³

6 m²

ASSEMBLY

MATERIAL

Author VOLUME

AREA

DATE

03/23/22 Basic Wall: .EXT WALL Type 2 - CIP W Black ACM

.Concrete- CIP

61.69 m³

310 m²

Basic Wall: .Foundation 250mm

.Concrete- CIP

59.14 m³

245 m²

Basic Wall: .Foundation 440mm

.Concrete- CIP

45.36 m³

121 m²

441.71 m³

1753 m²

.Concrete- CIP

122.60 m³

618 m²

.Concrete- CIP

2.42 m³

7 m²

.Concrete- CIP

18.17 m³

76 m²

A200

.Concrete- CIP

116.78 m³

299 m²

DRAWING

EXISTING

5791 306 868

1200

6069

1800

1200

1540

1200

6096

1800

1200

1800

1200

5791

1800

1200

1896

1200

456

1800

1200

NEW CONSTRUCTION

66160

5544

4957

4283

843 306

X1 W1

37 55 20 0

20 0

D201A

GARBA

13057

12830

MW1

50 10

13 30

MW1 3989

203

28 22

201 1600

FIRE RATED STAIRS

ELEVATOR SHAFT (REFER TO SHOP DWG)

EW3

LOBBY/VESTIBULE

MW1

50 10

PW1

35 0

69 05 784

CW1

EW1

1800

1600

PW1

950

0 20

13106

1600

797

220

COMMERCIAL SUITES

219

COMMERCIAL SUITES

Y4 D201B

1800

306

4 23

1200

DOWN

820 306

306

11710

1540

124

3 30

1200

5929

99 58

124

A401

20 25

WHITE METAL WINDOW BRISE SOLEIL TYP. ( REFER TO SHOP DRAWINGS)

EW1

795 6096

EW4

EW1

83 48

1200

WINDOW SILL TYP.

0 35

5791

5861

EW1

39 18

306

CW1

1190

1094

4513

5382

5614

221

222

CW1

306

1200

1800

W1 1200

W1 1896

1200

W1 1800

4889

CW1

306 1801

22 101

150

90°

1200

843 306

BLACK METAL CANOPY ABOVE( REFER TO SHOP DRAWINGS)

24359 3700

CW1

36 65

5819

LOBBY/VESTIBULE

4 A402

COMMERCIAL SUITES

WINDOW SILL TYP.

20 0

GUARDRAIL BELOW

3377

COMMERCIAL SUITES

W1 4200

28 80 2 150

D222

1466

124

2050

333

3400

3693

5469

WRAP NEW CIP METAL COLUMN W/ DEMOLISHED EXISTING BRICK (RUNNING BOND) (TYP.) (REFER TO STRUCT. DWGS.)

3360

1350

DOWN

17995

3185

DOWN

708 333

10704

306

5791

6069

6096

6247

5544

4957

24509

FLOOR PLAN L200 1 : 100

20 0

38 06

1549 D221

4014

7404

D224B 2256

GUARDRAIL C/W CLEAR GLASS AND BLACK MULLIONS (REFER TO SHOP DWG)

CW1

1200

1392

6177

EXIT TO GRADE

MW1

D214A

CW1

306 868

D220

124 1100 124

PW1

4068

PW1

D214B

EW1

ELEVATOR SHAFT (REFER TO SHOP DWG)

7071

D216

7518

150

600

4625

124 3026

3426

3026 124 2974 305 4010

5714 MW1

EW1

124

3075

276

D219 124

1200 1200 1896 1200 1800

DOWN

200

411

1100

93 18

306 822

FIRE RATED STAIRS 224 5664

4577

CURTAIN WALL AS DEMISING WALL ENSURE 1HR. FRR. C/W DELUGE SPRINKLER SYSTEM (REFER TO MECH. AND FIRE DWG.)

CW1

A502

1114

8 85

1200

5791

D224A

2000

18 90

124

1896

24386 6096

1800

DOWN

1815

214

PW1

CIRCULATION MW1

124 953

PW1

A400

1050

EW1

2237

217

0 20

1100

3562

600

WR 200

216 3740

200

FAM UN WR PW3 3562

0 20

3607

D218

WINDOW SILL TYP.

215

124

A401

80 58

2199

1408

1 29

124

PW1

4437

0 20

PW1

MW1

202

LOBBY/VESTIBULE

PW1 PW3

3686

4064

218

32 00

3762

COMMERCIAL SUITES

1200

63 16

4283

14451

10 10042

2150

7338

4854

14 2150

ABBREVIATIONS

X2 X3 0 91 6 90

00 35

X4 X5

20 3

0 43

50 13

00 10 24

1600

AGE ROOM

EW4

1900

1600

CW1

1900

1600

CW1

1900

1600

CW1

1892

CW1

204

EW3

5871

45°

398

2798

16104

JANITOR'S ROOM

398

A501 4884

225

EW3

209

7004 333

6164

D209

COMMERCIAL SUITES 1305

1600

1859

1628

280

708

CW1

PW1

7347

12221

124

EW3

6877

398

124

178

1227

333

CW1

2992 3003

711 124

D211

213

7347

6727

124

PW1

1778

CW1

PW1 2000

3801

PROJECT ADDRESS

1961

MC.CORMICK ST. & WARNER ST.

1990

124 8185

9889

1600

COMMERCIAL SUITES

PROJECT TITLE

THE FACTORY

124

398

1600

ARCHITECTURAL TECHNOLOGY

1990

124

CW1

1484

3600

SCHOOL OF BUILDING TECHNOLOGY

1600

2000

2923

D212

PW1

115 124

EW3

D210

19079

FAM UN WR

3638

210

362

2150 124

A501

COMMERCIAL SUITES 1596

206

124

PW1

CW1

PW1

PW3

207

1704

PW1

124

127

CURTAIN WALL AS DEMISING WALL ENSURE 1HR. FRR. C/W DELUGE SPRINKLER SYSTEM (REFER TO MECH. AND FIRE DWG.)

3716

200

1100

208

124

3293

4131

D213

124

207

205

1990

4070

CIRCULATION

PW1

1946

3786

4184

3044 PW1

2600

2000

D207

1148

124

2852

PW1

COMMERCIAL SUITES

CW1

211

9455

EW3

COMMERCIAL SUITE

1990

1600

1990

1600

CLIENT

A402

FANSHAWE COLLEGE

DRAWING TITLE

583 1600

1600

CW1

EW3 CW1

CW1

EW3

CW1

333266

10042

1600

1990

2150

1600

1990

1600

708 333

398

CW1

1226

333 333346 346

1990

398

CW1

11040

EW3

1600

212

1990

7338

10042

1600

1990

1600

4854

266333

2150

L200 FLOOR PLAN CHECKED BY

Checker DRAWN BY

Author

17158

DATE

04/16/22

A201 DRAWING

X1 EXISTING

NEW CONSTRUCTION

14784 306

150

5544

4957

4283

0 25 3

2545

DOWN

0 20 0 37 55

OUTLINE OF CANO (REFER TO ROOF P (SHOWN DASHED

W N

73 50 20 0

B D 20 3

FR R

28 45 20 0

16 75

20 4B

20 3

FR R 78 5

20 4A

13 30 CW1

P.B

55 41

ENSURE 2HR. F.R.R. IS MAINTAINED TO EXTERIOR WALL - STAIRS EXIT

CW1 4039

9 T.

20 11

PUSH BUTTON SURFACE MOUNTED TYP. MIN 860 A.F.F.

STEEL TACTILE INDICATOR CAST INTO SLAB (TYP.)

MW1

29 17

STEEL TACTILE INDICATOR CAST INTO SLAB (TYP.)

ACTIVE

0 20

T.O.C. 1829

D201A

204 MW1

201

T/O GLAZING = LVL 300 STRUCTURAL STEEL STUD HEADER FROM LVL 300 TO U/S OF CIP. CONC SLAB

1 24

GARBAGE ROOM

50 10

REFER TO L200 FLOOR PLAN

0 20

EW4

MW1

50 10

LOBBY/VESTIBULE

1500

P U

203

T.O.C. 1829

MW1

TENANT CALL BOX (REFER TO ELEC. DWGS.)

FD.

FIRE RATED STAIRS

MW1

28 22

CW1

0 20

CAST IN PEDIMAT ENTRANCE MAT SYSTEM C/W FLOOR DRAIN (TYP.)

58 5

ACTIVE

1841

D201B

747

ELEVATOR SHAFT (REFER TO SHOP DWG)

T.O.C. 1829

695

1600

P.B

EW3 950

1600

0 43

A401

4 23

647

0 20

6096

T.O.C. 1854

P.B

150

05 59

99 58

34 32

1070 MM METAL G C/W VERTICAL STR

09 92

OUTLINE OF CANOPY ABOVE (REFER TO ROOF PLAN) (SHOWN DASHED)

91 18

O D

34 49

0 20

METAL HANDRAIL C/W CLEAR GLASS PANELS EQUALLY SPACED BETWEEN METAL STRINGERS (TYP.)

5791

EW4

150

RED METAL SIGNAGE "THE FACTORY" IN FONT TBD. (REFER TO SHOP DWG) C/W LIGHTING

1378

PAINTED BLACK STEEL STRUCTURE UNDER TREADS NO RUNNER SOILD STONES TREADS (REFER TO STAIR DWGS.) (TYP.)

MW1

O N

46 08

20 0

0 20

CW1

PAINTED BLACK STEEL STRINGER w/ SOILD HARDWOOD TREADS (REFER TO STAIR DWGS.) (TYP.)

15 50

D214A

A400

LOBBY/VESTIBULE

REFER TO INTERIOR DESIGN PACKAGE FOR MATERIALS AND FINISHES TYP.

WALL BELOW

EW3

4513

T/O CURTAIN WALL SYSTEM LVL 200 STRUCTURAL STEEL STUD HEADER FROM LVL 200 TO U/S OF CIP. CONC SLAB OF LVL 400 (REFER TO SHOP DWG.)

FD.

1031

4351

605

FIXED FIBERGLASS WINDOW UNIT (TYP.). REFER TO WINDOW SCHEDULE

T. .C

PUSH BUTTON SURFACE MOUNTED BELOW

CW1 EW3

4283

150

CW1

36 6

4 36

C AN

EN W

E 1 34

34 1

METAL CANOPPY PROJECTION

306 150

5544

4957

4283

14784

Y7 5

D213

CURTAIN WALL AS DEMISING WALL ENSURE 1HR. FRR. C/W DELUGE SPRINKLER SYSTEM (REFER TO MECH. AND FIRE DWG.)

WALL BELOW

CAST IN PEDIMAT ENTRANCE MAT SYSTEM C/W FLOOR DRAIN (TYP.)

P .B

5791

CW1

T/O CURTAIN WALL SYSTEM LVL 200 STRUCTURAL STEEL STUD HEADER FROM LVL 200 TO U/S OF CIP. CONC SLAB OF LVL 400 (REFER TO SHOP DWG.)

CW1

ALL STRUCTURE SYSTEM TO BE 1HR FRR C/W INTUMESCENT BLACK FIRE RETARDANT PAINT (TYP.)

101

T.O.C. 0.00

A402

7107

1070 MM GUARDRAIL FINISH IN BLACK METAL C/W CLEAR GLASS

ALL STRUCTURE SYSTEM TO BE 1HR FRR C/W INTUMESCENT BLACK FIRE RETARDANT PAINT (TYP.)

1HR

.C .0

1070 MM GUARDRAIL FINISH IN BLACK METAL C/W CLEAR GLASS

100

T.O.C. 1829

6 4

REFER TO L200 FLOOR PLAN

R FR 2H

PAINTED BLACK STEEL STRINGER w/ SOILD HARDWOOD TREADS (REFER TO STAIR DWGS.) (TYP.)

80 58

O T.

5 58

0 20

ELEVATOR SHAFT (REFER TO SHOP DWG)

6096

6 8

5 EW1

18 90

P 13

16 02

16 75

4 MW1

15 98

CW1

T.O.C. 1829

1 A401

MW1

REFER TO INTERIOR DESIGN PACKAGE FOR MATERIALS AND FINISHES TYP.

LOBBY/VESTIBULE 202

D209

0 20

GUARDRAIL RINGERS

OPY ABOVE PLAN) D)

X4 ABBREVIATIONS

X5 6 98

X6 60 13

2949

12192

SCHOOL OF BUILDING TECHNOLOGY ARCHITECTURAL TECHNOLOGY

PROJECT TITLE

THE FACTORY

R F.R.R. PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST. 1 A400

CLIENT

FANSHAWE COLLEGE

D DRAWING TITLE

L200 ENLARGED CHECKED BY

Checker DRAWN BY

Author DATE

03/23/22

FLOOR PLAN L200 1 : 50

A202 DRAWING

A 00 10

X2 00 10

00 10

1200

380

00 10

Y3 1447

1200

REFER TO CANOPY DETAIL ON ROOF PLAN

00 10

REFER TO CANOPY WALL SECTION FOR CONSTRUCTION

2 A401

OPEN TO ABOVE AND BELOW

1200

598

1200

00 10

ELEVATOR SHAFT (REFER TO SHOP DWG) 45

97 7

25 0

97 7

EX IT 00 12

1006

2197

2400

0 45

12 00

350

0 85

12 00

00 25

EXPOSED CEILING

EQ 0

U/S OF SLAB @ 4000

15 00

571

EQ 50 12

1100

15 50

EXPOSED CEILING

00 19

677

503

SPK

6 50

U/S OF SLAB @ 4000

503

SU S C PE E @ ILI ND 39 N ED 00 G

1200

90 0

600

1370

1200

4 69

REFER TO L200 FLOOR PLAN

SPK

600

50 11

1100

SPK 347

90 0

00 12

1286

PAINT U/S OF HOLLOW CORE COLOUR: STANDARD WHITE

EXIT

ST FI (R

A401 SPK

1200

1456

EXIT

3850

00 12

ELEVATOR SHAFT (REFER TO SHOP DWG)

EXPOSED CEILING U/S OF SLAB @ 4000

REFER TO L200 FLOOR PLAN

944

1200

00 19

695

50 0

15 00

00 12

0 60

OPEN TO ABOVE AND BELOW

00 36

00 12

STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT (REFER TO STRU. DWG)

12 00

SPK

15 00

00 12

EXPOSED CEILING 12

U/S OF SLAB @ 4000

00 12

74 5

1 A400

K SP

700

A402 EXIT

450

STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT (REFER TO STRU. DWG) OPEN TO ABOVE AND BELOW

Y6 E

Y7 5

ABBREVIATIONS

X4 X5 X6 A1

TEEL BEAM C/W INTUMESCENT IRE RETARDANT PAINT REFER TO STRU. DWG)

SCHOOL OF BUILDING TECHNOLOGY ARCHITECTURAL TECHNOLOGY

PROJECT TITLE

THE FACTORY

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

1 A400

CLIENT

FANSHAWE COLLEGE DRAWING TITLE

L200 RCP CHECKED BY

Checker DRAWN BY

Author DATE

04/17/22

L200 RCP 1 : 50

A203 DRAWING

5791

6069

6096

306

5791

456

23747

5544

4957

4283

306

OUTLINE OF WHITE METAL CANOPY BELOW ( REFER TO SHOP DWG.)

X1 Y1

1070mm MIN. ALUM. FRAME GLAZED GUARDRAIL (TYP.)

EW4

F.C.D.R.

02 .8 C TO

1.7

99 58

TB O

FIRE RATED STAIRS

% 1.7

55 D

3 40 D

18 18

CIRCULATION 401

TOC. 10079

20 00

SL %

A401

1.7

EW4

E P O SL %

0 20

F.C.D.R.

0 20

1.7

EW4

A401

F.C.D.R.

23774

20 0 27 61

E P O SL

E P O SL 1.7

GREEN ROOF

63 59

0 20

GARBAG

% 1.7

SL 1.7

E P O SL

E P O

TOC. 10079

F.C.D.R.

0 20

6096

402

0 20

ELEVATOR SHAFT (REFER TO SHOP DWG)

F.C.D.R.

20 0

5791

F.C.D.R.

0 92

F.C.D.R.

GREEN ROOF

F.C.D.R.

0 20

F.C.D.R.

306

E P O SL % 1.7

O SL 1.7

% 6096

E P

1.7

% 1.7

F.C.D.R.

A402

GREEN ROOF

995

typ.

1.7

A502

5791

PROVIDE 1070MM GUARDRAIL AROUND SKYFLOOR

A400

GREEN ROOF

F.C.D.R.

F.C

PRE. FIN. ALUM. ROOF CURB PARAPET CAP - REFER TO TYP. DETAILS SHEET (TYP.)

0 20

F.C.D.R.

ELEVATOR SHAFT (REFER TO SHOP DWG) 23

1070mm MIN. ALUM. FRAME GLAZED GUARDRAIL (TYP.)

0 20

TFF. 1022 SOLAR PANELS AREA PROVIDE CURB @150MM AS NEEDED ( REFER TO MECH DWG)

R O S O NG FL WI SS RA LA D G P R O O SH LO O YF R T SK FE E R

OUTLINE OF WHITE METAL CANOPY BELOW ( REFER TO SHOP DWG.)

200

306

F.C.D.R.

A.C.M. DETAIL PARAPET CAP (REFEER TO A.C.M. SHOP DWGS.) (TYP.)SLOPE TO BE 1%

3300

4006

1070mm MIN. ALUM. FRAME GLAZED GUARDRAIL (TYP.) 1.7% SLOPE

1.7% SLOPE

F.C.D.R.

CANOPY ROOF BELOW 200 200

17435

2956

200

17835

995

OUTLINE OF BLACK METAL CANOPY BELOW ( REFER TO SHOP DWG.) 3412

995 5791

FLOOR PLAN L400 1 : 100

6069

6096

5791

456

5544

4957

4283

38 93

36 5

X2 03 25

6 24

Y2 76 06 69 38

30 45

3 31

38 77

% 1.7

43 39

30 3

6 98

46 4

E F.C.D.R.

13 34

34 32

1.7 %

28 45

15 86

% 1.7

73 91

91 18

Y3 Y4

A.C.M. DETAIL PARAPET CAP (REFEER TO A.C.M. SHOP DWGS.) (TYP.)SLOPE TO BE 1%

46 2

ROOF ACCESS LADDER (AS PER MOL STANDARDS)

81 7

1.7 %

30 43

1 A401

1 68 10

11 91 2

F.C.D.R.

44 63

F.C.D.R.

37 69

ROOF PLAN 1 : 100

27 73

OUTLINE OF BLACK METAL CANOPY BELOW ( REFER TO SHOP DWG.)

A.C.M. DETAIL PARAPET CAP (REFEER TO A.C.M. SHOP DWGS.) (TYP.)SLOPE TO BE 1%

BLACK ACM PANELS VERTICAL BRISE SOLEIL

1070mm MIN. ALUM. FRAME GLAZED GUARDRAIL (TYP.)

14 A1

995

6100

995

0 20

2949

10 24

GE ROOM

EW4

F.C.D.R.

BLACK METAL CANOPY BELOW (REFER TO WALL SECTION DWG)

GREEN ROOF 48

OUTLINE OF BLACK METAL GREEN ROOF CANOPY ABOVE ( REFER TO SHOP DWG.)

ROOF ACCESS LADDER (AS PER MOL STANDARDS)

F.C.D.R.

3776

ROOF ACCESS LADDER (AS PER MOL STANDARDS)

4884

X4 X5

ABBREVIATIONS ACM.: ALUMINUM COMPOSITE MATERIAL ACT.: ACOUSTICAL CEILING TILE AFF.: ABOVE FINISH FLOOR ALUM.: ALUMINUM BF.: BARRIER FREE BLDG.: BUILDING BLVD.: BOULEVARD BOC.: BOTTOM OF CONCRETE BOF.: BOTTOM OF FOOTING C/W.: COMPLETE WITH CB.: CATCH BASIN CIP.: CAST IN PLACE DN.: DOWN DWG.: DRAWING ELEC.: ELECTRICAL ELEV.: ELEVATION EX..: EXISTING FCRD.: FLOW CONTROL ROOF DRAIN FD.: FLOOR DRAIN FFE.: FINISH FLOOR ELEVATION FTG.: FOOTING GYP.: GYPSUM BOARD HSS.: HOLLOW STRUCTURAL SECTION INSUL.: INSULATION INT.: INTERIOR LM.: LIMITED MOBILITY MAX.: MAXIMUM MECH.: MECHANICAL MH.: MAN HOLE MIN.: MINIMUM OC.: ON CENTER PB.: PUSH BUTTON DOOR OPERATOR TYP.: TYPICAL U/S.: UNDERSIDE UNO.: UNLESS NOTED OTHERWISE VB.: VAPOUR BARRIER

44 995

F.C.D.R.

20 00

MECHANICAL ROOM

404

IT N . U H R EC AI M ) P U TO S. E R G AK FE W M RE D (

SCHOOL OF BUILDING TECHNOLOGY 7308

F.C.D.R.

MECH. EQUIPMENT HOUSE KEEPING PAD (REFER TO TYP. DETAILS SHEET) 610x610 PRECAST PATIO STONES ON RIGID INSULATION SLEEPERS (TYP.)

ARCHITECTURAL TECHNOLOGY

PROJECT TITLE

THE FACTORY

RF3

F.C .

F.C.D.R.

A.C.M. DETAIL PARAPET CAP (REFEER TO A.C.M. SHOP DWGS.) (TYP.) SLOPE TO BE 1%

CLIENT

FANSHAWE COLLEGE

GREEN ROOF

DRAWING TITLE

F.C.D.R.

GREEN ROOF

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

17530

BLACK METAL AND WOOD PERGOLA (REFER TO SHOP DWG)

1070mm MIN. ALUM. FRAME GLAZED GUARDRAIL (TYP.)

7412

R O AT C. ER LE EN E G TO S.) P U R G K FE DW AC (RE

MECH. EQUIPMENT HOUSE KEEPING PAD (REFER TO TYP. DETAILS SHEET)

A402

F.C.D.R.

E1 F.C.D.R.

L400 ROOF PLAN

F.C.D.R.

3693

996 995

BLACK METAL CANOPY BELOW (REFER TO WALL SECTION DWG)

995

CHECKED BY

Checker DRAWN BY

Author 1070mm MIN. ALUM. FRAME GLAZED GUARDRAIL (TYP.)

9913

995

10042

14592 2150

7338

A.C.M. DETAIL PARAPET CAP (REFEER TO A.C.M. SHOP DWGS.) (TYP.)SLOPE TO BE 1% 4854

996

2150

BLACK METAL CANOPY BELOW (REFER TO WALL SECTION DWG)

DATE

03/23/22

A204 DRAWING

ALUM. FRAME GLAZED GUARDRAIL

WHITE ALUM. PANELS AROUND EXISTING WINDOWS (REFER TO SHOP DWG)

WHITE ALUM FLESHING/CANNOPY

FIXED FIBERGLASS WINDOW UNIT (TYP.). REFER TO WINDOW SCHEDULE

1155

LIGHT FIXTURE TYP. (REFER TO ELEC. DWG)

NEW CONSTRUCTION

EXISTING

1292 2925

3659

M6 W1

CW1

1070 MIN ALUM FRAME GLAZED GUARDRAIL (REFER TO SHOP DRAWINGS)

METAL CANOPPY SUPPORTED BY 3/4" PIPE ZINC PLATED AND POWERED COATED BLACK ATTACHED TO CURTAIN WALL MULLIONS

2538

SUSPENDED FLOORING SUPPORTED BY "W" BEANS (REFER TO STRUCT. DWG) EXTERIOR FINISH TO BE BLACK METAL POWERED COATED

CW1

RED METAL SIGNAG FACTORY" IN FONT T (REFER TO SHOP DW C/W LIGHTING

305

2000

732

1879

1097

4320

D214B

8400

LIGHT FIXTURE

3138

1339

600

2503

2986

CW1

600

SOUTH ELEVATION

1271

EXISTING FOOTINGS AND FOUNDATIONS WALL TO REMAIN ( REFER TO FOUNDATION PLAN)

NEW POURED ELEV FOOTING BEYOND

1 : 100

D1 M4

L500 15678.60

5925

WHITE ALUM. PANEL AROUND EXISTING WINDOWS (REFER T SHOP DWG)

ALUM. FRAME GLAZED GUARDRAIL

WHITE ALUM FLESHING/CANNOPY

T/O OF 4TH FLOOR 9753.60

BLACK METAL AND WOOD PERGOLA (REFER TO SHOP DW

2986

3658

15679

M6 LIGHT FIXTURE TYP. (REFER TO ELEC. DWG) 1339

T/O OF 3RD FLOOR

METAL CANOPPY SUPPORTED BY 3/4" PIPE ZINC PLATED AND POWERED COATED WHITE ATTACHED TO BRICKS, PROVIDE ALUM. PLATE C/W TAB

8400

4267

6096.00

T/O OF 2ND FLOOR 1829

1829.00

T/O OF 1ST FLOOR 1070 MIN ALUM FRAME GLAZED GUARDRAIL (REFER TO SHOP DRAWINGS)

2538

EXISTING FOOTINGS AND FOUNDATIONS WALL TO REMAIN ( REFER TO FOUNDATION PLAN)

305

0.00

WEST ELEVATION 1 : 100

NEW POURED ELEVATOR PAD FOOTING BEYOND

MATERIAL LEGEND

M1 -SPLIT FACE ARCHITECTURAL BLOCK, WARM WHITE M2 - CLEAR VISION GLASS M3 - BLACK ACM PANEL EMBEDED INTO CURTAIN WALL SYSTEM ?

L500 15678.60

M4 M4 M4

M5 - BLACK ACM BRISE SOLEIL SYSTEM

M7 - WHITE ACM PANEL SYSTEM

5925

ALUM. FRAME GLAZED GUARDRAIL

M4 - BLACK ACM PANEL SYSTEM

M6 - EXISTING BRICK

2510

BLACK METAL AND WOOD PERGOLA (REFER TO SHOP DWG)

2515

BLACK ACM PANELS VERTICAL BRISE SOLEIL

900

T/O OF 4TH FLOOR 9753.60

CW1

420

T/O OF 3RD FLOOR

CW1

4916

M1 4926

CW1

4267

1292

LIGHT FIXTURE TYP. (REFER TO ELEC. DWG) TYP.

2950 CW1

6096.00

1600

CW1

15679

CW1

3238

CW1

3658

T/O OF 2ND FLOOR

VATOR PAD

1829

2438

T/O EXIST. BASEMENT FLOOR

600

T/O OF NEW BASEMENT FLOOR

-2438.00 -3038.00

1676

NEW POURED CONC. FOUNDATION WALL AND FOOTINGS (TYP.) (REFER TO FOUNDATION PLAN)

T/O OF 1ST FLOOR 0.00

305

1070 MIN ALUM FRAME GLAZED GUARDRAIL (REFER TO SHOP DRAWINGS)

3138

GE "THE TBD. WG)

1180

1829.00 M2

T/O OF ELEVATOR PAD -4714.00

L500

SCHOOL OF BUILDING TECHNOLOGY

15678.60

ARCHITECTURAL TECHNOLOGY 5025

WG)

PROJECT TITLE

THE FACTORY

900

T/O OF 4TH FLOOR 9753.60

3238

15679

M4 420

6096.00

4267

600 3659

M1 M6

T/O OF 2ND FLOOR

T/O OF 1ST FLOOR 0.00

NEW POURED CONC. FOUNDATION WALL AND FOOTINGS (TYP.) (REFER TO FOUNDATION PLAN)

T/O EXIST. BASEMENT FLOOR 4714

2438 1676

600

SUSPENDED FLOORING SUPPORTED BY "W" BEANS (REFER TO STRUCT. DWG) EXTERIOR FINISH TO BE BLACK METAL POWERED COATED

FANSHAWE COLLEGE DRAWING TITLE

SOUTH AND WEST ELEVATIONS

1829

1829.00

732

1097

MC.CORMICK ST. & WARNER ST.

CLIENT

T/O OF 3RD FLOOR

PROJECT ADDRESS

-2438.00 T/O OF NEW BASEMENT FLOOR -3038.00

CHECKED BY

Checker DRAWN BY

Author DATE

03/23/22

T/O OF ELEVATOR PAD -4714.00

A300 DRAWING

BLACK ACM PANELS VERTICAL BRISE SOLEIL

L500

2510

15678.60

5925

BLACK ACM PANELS VERTICAL BRISE SOLEIL

BLACK METAL AND WOOD PERGOLA (REFER TO SHOP DWG)

M4 LIGHT FIXTURE TYP. (REFER TO ELEC. DWG)

2515

ALUM. FRAME GLAZED GUARDRAIL

900

1086 2027

3238

3658

CW1

1500

2950

4267

4916

CW1

T/O OF 2ND FLOOR

CW1

4774

6096.00

CW1

1637

420

T/O OF 3RD FLOOR

3844

T/O OF 4TH FLOOR 9753.60

CW1

600

3138

RED METAL SIGNAGE "THE FACTORY" IN FONT TBD. (REFER TO SHOP DWG) C/W LIGHTING

305

NEW POURED CONC. FOUNDATION WALL AND FOOTINGS (TYP.) (REFER TO FOUNDATION PLAN)

-4714.00

1271

T/O OF ELEVATOR PAD

METAL CANOPPY SUPPORTED BY 3/4" PIPE ZINC PLATED AND POWERED COATED BLACK ATTACHED TO ACM PANELS, PROVIDE ALUM. PLATE C/W TAB

600

-3038.00

BLACK ACM PANELS VERTICAL BRISE SOLEIL

305

-2438.00 T/O OF NEW BASEMENT FLOOR

1070 MIN ALUM FRAME GLAZED GUARDRAIL (REFER TO SHOP DRAWINGS)

1676

T/O EXIST. BASEMENT FLOOR

2438

0.00

3138

1829

T/O OF 1ST FLOOR

1180

1829.00

NORTH ELEVATION 1 : 100

A402

BLACK ACM VERTICAL BRISE

L500

2525

15678.60 BLACK METAL AND WOOD PERGOLA (REFER TO SHOP DWG)

ALUM. FRAME GLAZED GUARDRAIL

2500 900

T/O OF 4TH FLOOR

9753.60

T/O OF 3RD FLOOR

3238

CW1

BLACK ACM PANELS VERTICAL BRISE SOLEIL 420

15679

M4 1292

6096.00 M3

M1 CW1

T/O OF 2ND FLOOR

CW1 1500

4808

2950

6096

1829.00 T/O OF 1ST FLOOR 0.00

EAST ELEVATION 1 : 100

1070 MIN ALUM FRAME GLAZED GUARDRAIL (REFER TO SHOP DRAWINGS)

NEW POURED CONC. FOUNDATION WALL AND FOOTINGS (TYP.) (REFER TO FOUNDATION PLAN)

LIGHT FIXTURE TYP. (REFER TO ELEC. DWG)

NEW CONSTRUCTION

MATERIAL LEGEND

EXISTING

M1 -SPLIT FACE ARCHITECTURAL BLOCK, WARM WHITE M2 - CLEAR VISION GLASS M3 - BLACK ACM PANEL EMBEDED INTO CURTAIN WALL SYSTEM M4 - BLACK ACM PANEL SYSTEM M5 - BLACK ACM BRISE SOLEIL SYSTEM

M6 - EXISTING BRICK

5025

M7 - WHITE ACM PANEL SYSTEM

A401

ALUM. FRAME GLAZED GUARDRAIL

LIGHT FIXTURE TYP. (REFER TO ELEC. DWG)

WHITE ALUM. PANELS AROUND EXISTING WINDOWS (REFER TO SHOP DWG)

WHITE ALUM FLESHING/CANNOPY

ABBREVIATIONS 2986

4417

1339 CW1

631

CW1

3761

8345

CW1

METAL CANOPPY SUPPORTED BY 3/4" PIPE ZINC PLATED AND POWERED COATED WHITE ATTACHED TO BRICKS, PROVIDE ALUM. PLATE C/W TAB

EXISTING FOOTINGS AND FOUNDATIONS WALL TO REMAIN ( REFER TO FOUNDATION PLAN)

NEW POURED ELEVATOR PAD FOOTING BEYOND

M PANELS E SOLEIL

SCHOOL OF BUILDING TECHNOLOGY

L500

ARCHITECTURAL TECHNOLOGY

15678.60

PROJECT TITLE

5925

THE FACTORY

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST. T/O OF 4TH FLOOR

15679

3658

9753.60

CLIENT

FANSHAWE COLLEGE DRAWING TITLE

T/O OF 3RD FLOOR

METAL CANOPPY SUPPORTED BY 3/4" PIPE ZINC PLATED AND POWERED COATED BLACK ATTACHED TO ACM PANELS, PROVIDE ALUM. PLATE C/W TAB

4267

6096.00

T/O OF 2ND FLOOR M1 1829

1829.00 T/O OF 1ST FLOOR 2438

0.00

NEW POURED ELEVATOR PAD FOOTING BEYOND

1676

1271 600

1871

305

T/O EXIST. BASEMENT FLOOR 4714

600

3138

M1 3443

EXISTING FOOTINGS AND FOUNDATIONS WALL TO REMAIN ( REFER TO FOUNDATION PLAN)

-2438.00 T/O OF NEW BASEMENT FLOOR

NORTH AND EAST ELEVATIONS CHECKED BY

Checker DRAWN BY

Author DATE

03/23/22

-3038.00 T/O OF ELEVATOR PAD -4714.00

A301 DRAWING

Sim

2683

5295

A402

RF1

PW1

EW1

RF2

CL2

COMMERCIAL SUITES

309

308

1HR F.R.R.

COMMERCIAL SU 312

EW1

FL3

1HR F.R.R. CW1

PW1

EW1

COMMERCIAL SUITES

CIRCULATION

218

214

PW1

1HR F.R.R.

CL2

COMMERCIAL SUITES

221

222

EW1

LOBBY/VESTIBULE

101

COMMERCIAL SU 213

1HR F.R.R.

1HR F.R.R. EW2

PW1

MANAGER OFFICE

CIRCULATION

115

110

2HR F.R.R.

FW1

CL2

CAFE 109

PW1

EW2

1HR F.R.R.

FL3

COMMERCIAL SU

FW1

012

MECHANICAL ROOM

SHOWER/CHANGE LOCKER ROOM

008

FL1

BUILDING SECTION 1 : 100

5425

2358

254

2683

2358

254

NEW CONSTRUCTION

RENOVATION

ABBREVIATIONS

14 T/O OF FRAMING

418

15653.60

U/S OF ELEVATOR ROOF DECK 4607

T/O OF PARAPET FRAMING

2250

690

10628.60 250 875

2250

3140

RF3

15235.60

BLACK METAL AND WOOD PERGOLA (REFER TO SHOP DWG)

FAM UN WR

WASHROOMS

COMMERCIAL SUITES

314

315

316

317

3408

WR FL4

EW4

250

1HR F.R.R.

208

FL4

FAM UN WR 207

CIRCULATION

COMMERCIAL SUITES

206

205

210 EW3

CL1 COMMERCIAL SUITES

T/O OF 3RD FLOOR 6096.00

015

005

010 FW3

5846.00

SCHOOL OF BUILDING TECHNOLOGY

1829.00 T/O OF 1ST FLOOR

ARCHITECTURAL TECHNOLOGY

0.00

FW2

2438

014

CIRCULATION

T/O EXIST. BASEMENT FLOOR -2438.00

600

013

FAM UN WR

1676

FL1

9503.60

T/O OF 2ND FLOOR 1829

1HR F.R.R.

4017

UITES

9753.60

T/O OF STEEL

CL1

UITES

T/O OF 4TH FLOOR T/O STEEL

CL1

UITES

PROJECT TITLE

THE FACTORY

T/O OF NEW BASEMENT FLOOR -3038.00 T/O OF ELEVATOR PAD

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

-4714.00 CLIENT

FANSHAWE COLLEGE DRAWING TITLE

BUILDING SECTION CHECKED BY

JOEL FOSTER DRAWN BY

RAQUEL MIRA DATE

04/04/22

A400 DRAWING

RF3

T/O OF FRAMING

15653.60

CL1

U/S OF ELEVATOR ROOF DECK 15235.60

150 456

HOIST BEAM (REFER TO ELEVATOR SHOP DWGS.)

2HR F.R.R.

1016

1000

200

418

SLOPED TO DRAIN

EXAUST VENT (REFER TO MECH)

ELEVATOR ENTRANCE DOOR (REFER TO ELEVATOR SHOP DWGS.)

AD4

5482

EXTERIOR 4401

3991

266

4807

INTERIOR

CLEAR OVERHEAD

MW1

ENSURE 1HR. F.R.R. IS MAINTAINED ON ELEVATOR OPENING

RA1

1070

T/O OF PARAPET FRAMING

FL5

401

915

CIRCULATION

2149

2415

3 A500

10628.60

250

T/O OF 4TH FLOOR

T/O STEEL

STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT -RTSD

266 2609

9503.60

3408

3658

MW1

3408

ELEVATOR ENTRANCE DOOR (REFER TO ELEVATOR SHOP DWGS.)

1HR F.R.R.

9753.60

1HR F.R.R.

MW1

2134 (CO)

250

1HR F.R.R. ENSURE 1HR. F.R.R. IS MAINTAINED ON ELEVATOR OPENING

3408

475

SLOPED TO DRAIN

725

155

RF2

FL3

250

6096.00

250

T/O OF 3RD FLOOR

1HR F.R.R.

T/O OF STEEL ELEVATOR SHAFT MW1

4017

MW1

CW1

LOBBY/VESTIBULE

ENSURE 1HR. F.R.R. IS MAINTAINED ON ELEVATOR OPENING

2390

6096

5846

101

264

202

OVERWALL TRAVEL

2400

13267

ELEVATOR ENTRANCE DOOR (REFER TO ELEVATOR SHOP DWGS.)

2134 (CO)

4017

266

ENSURE 1HR. F.R.R. IS MAINTAINED ON ELEVATOR OPENING

LOBBY/VESTIBULE

1612

5846.00 STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT -RTSD

FL3

2400 (RO)

2134 (CO)

800

250

1829.00

ELEVATOR ENTRANCE DOOR (REFER TO ELEVATOR SHOP DWGS.)

CL1

250

T/O OF 2ND FLOOR

1HR F.R.R.

FL3

T/O OF 1ST FLOOR 0.00

4367

SHAFT WIDTH

266 ELEVATOR ENTRANCE DOOR (REFER TO ELEVATOR SHOP DWGS.)

3038

2788

TENANT STORAGE

005

T/O EXIST. BASEMENT FLOOR

003

T/O OF NEW BASEMENT FLOOR

RAFT SLAB FOUNDATION (REFER TO STRUCTURAL)

1676

SUPPLY AIR DUCT FOR FIRE SMOKE ( REFER TO MECH.)

-3038.00

FW2

T/O OF ELEVATOR PAD 600

FW2

FOUNDATION DRAINAGE C/W WEEPING TILE & FILTER CLOTH (REFER TO CIVIL DWG)

2HR F.R.R.

ELEVATOR PIT DRAIN C/W BACK FLOW PREVENTER (REFER TO MECH. DWGS.)

1676

STEEL ACCESS LADDER -SITE LOCATED (REFER TO ELEVATOR SHOP DWGS.)

PIT DEPTH

100

LED FIXTURES C/W TIMER (REFER TO ELEC.)

RAM 1:12 SLO

-2438.00

FL1 100

FL1

100

CIRCULATION

MW1

2134 (CO)

2400 (RO)

AD3

1576

4617

ENSURE 1HR. F.R.R. IS MAINTAINED ON ELEVATOR OPENING

250

2346

MW1

-4714.00

FOUNDATION DRAINAGE c/w WEEPING TILE & FILTER CLOTH (REFER TO CIVIL DWG)

WALL SECTION ELEVATOR 1 : 40

CIP CONCRETE FOOTING. (REFER TO STRU. DWG.)

1:4

A1A1.1

A1.2 ABBREVIATIONS

1070MM ALUM. GUARDRAIL C/W MOUNTING PLATE, STRUCTURAL ALUM. TOP AND BOTTOM RAILS AND TEMPERED GLASS PANELS 362

PRE. FIN. ALUM. PARAPET CAP FLASHING c/w DRIP EDGE BOTH SIDES (TYP.) (REFER TO ELEV. FOR COLOUR)

69 294

RA2

A T/O OF PARAPET FRAMING 875

400

10628.60

250

1916

T/O OF 4TH FLOOR 9753.60 T/O STEEL

BLACK SPANDREL PANEL C/W BATT INSULATION

RF2

9503.60

LOBBY/VESTIBULE 2427

305

3267

FIXED FIBERGLASS VISION GLASS WINDOW UNIT (TYP.). REFER TO WINDOW SCHEDULE

CW1

3658

STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT (REFER TO STRU. DWG)

STEEL COLUMN BEYOND (REFER TO STRU. DWG)

150

FL3

A500

T/O OF 3RD FLOOR

T/O OF STEEL

700

5846.00 150 dia. LED POT LIGHT (REFER TO ELEC. DWGS.) (REFER TO R.C.P.)

FIXED FIBERGLASS VISION GLASS WINDOW UNIT (TYP.). REFER TO WINDOW SCHEDULE

EXTERIOR

CW1

201

FL3

SCHOOL OF BUILDING TECHNOLOGY ARCHITECTURAL TECHNOLOGY

50 MM dia ALUM. GUARDRAIL @ 900MM MOUNTED ON BRICK WALL - BEYOND

T/O OF 2ND FLOOR

250

FL3

DOUBLE GLASS DOOR (REFER TO DOOR SCHEDULE)

2375

DOUBLE GLASS DOOR (REFER TO DOOR SCHEDULE)

1579

STEEL BEAM (REFER TO STRU. DWG)

100MM C.I.P. CONCRETE WALKWAY (REFER TO STRUCT.DWG)

1829.00

1829

BLACK METAL STAIR W/ OPEN RUNNER, AND STONE TREAD (REFER TO STAIR SHOP DWG AND SITE PLAN)

THE FACTORY

PROJECT ADDRESS

T/O OF 1ST FLOOR 0.00

C.I.P. CONCRETE PIER (REFER TO STRUCT. DWG)

FW2

C.I.P CONCRETE PAD FOOTING (REFER TO STRUCT. DWG)

2438

DRAWING TITLE

CIRCULATION FW3

CLIENT

FANSHAWE COLLEGE

1220

COLUMN BEYOND

005

PROJECT TITLE

MC.CORMICK ST. & WARNER ST.

CL1

ASPHALT FIBER EXPANSION JOINT FILLER FL1

T/O EXIST. BASEMENT FLOOR 600

RAMP

-2438.00

WALL SECTIONS

T/O OF NEW BASEMENT FLOOR FOUNDATION DRAINAGE c/w WEEPING TILE & FILTER CLOTH (REFER TO CIVIL DWG) CIP CONCRETE FOOTING. (REFER TO STRU. DWG.)

WALL SECTION LINK ENTRANCE/CANOPY

4267

SPANDREL PANEL C/W BATT INSULATION

3776

LOBBY/VESTIBULE

6096.00

631

531

MP OPE

STEEL COLUMN BEYOND (REFER TO STRU. DWG)

850

1386

STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT (REFER TO STRU. DWG)

667

-3038.00

CHECKED BY

JOEL FOSTER DRAWN BY

RAQUEL MIRA DATE

04/04/22

A401 DRAWING

995 25

184

761

RF1

T/O OF PARAPET FRAMING 10628.60

400

900

875

RA2

T/O OF 4TH FLOOR

1HR F.R.R. 936

1186

800

9753.60

800

250

A500

T/O STEEL

BLACK SPANDREL PANEL C/W BATT INSULATION

9503.60

EXISTING 2"x12" WOOD JOIST @ 610 O.C TYP. FL2

420

250

308

FIXED FIBERGLASS WINDOW UNIT (TYP.). REFER TO WINDOW SCHEDULE

1419

150

515

COMMERCIA 2816

317

BLACK ACM BRISE SOLEIL PANELS BEYOND (REFER TO ELEVATION DWG)

2052

2592

COMMERCIAL SUITES

3658

CL2

T/O OF 3RD FLOOR

1HR F.R.R.

T/O OF STEEL

10629

1292

800

SPANDREL PANEL C/W BATT INSULATION

800

6096.00 STEEL BEAM (REFER TO STRU. DWG)

5846.00

2950

3201

FIXED FIBERGLASS WINDOW W/ VISION GLASS UNIT (TYP.). REFER TO WINDOW SCHEDULE

3426

4267

CL2

222

COMMERCIAL SUITE 211

EXISTING WOOD COLUMN TYP.

A500

250

ENSURE ALL STRUCTURE ELEMENTS TO BE 1H FRR 92 METAL STUDS AND 2 LAYERS OF 16MM TYPE X GWB. (TYP.)

FL2

T/O OF 2ND FLOOR

1HR F.R.R.

800 1829

EXISTING WOOD BEAM TYP.

1030

1829

GUARDRAIL

2HR F.R.R.

1829.00

SPANDREL PANEL C/W BATT INSULATION

STEEL BEAM (REFER TO STRU. DWG)

800

COMMERCIA

GRADE

WALL BEYOND

T/O OF 1ST FLOOR

150

CL1

CL2

3451

FW2

CAFE 109

600

100

ASPHALT FIBER EXPANSION JOINT FILLER

-2438.00 T/O OF NEW BASEMENT FLOOR

FOUNDATION DRAINAGE c/w WEEPING TILE & FILTER CLOTH (REFER TO CIVIL DWG) CIP CONCRETE FOOTING. (REFER TO STRU. DWG.)

WALL SECTION NEW BUILDING @ WINDOW 1 : 40

-3038.00

100

T/O EXIST. BASEMENT FLOOR FL1

955

FW3

2138

115

3038

305

COMMERCIAL SUITES

2438

3801

150

700

1220

875

FIBERGLASS WINDOW UNIT W/ VISION GLASS (TYP.). REFER TO WINDOW SCHEDULE

925

0.00

WALL S 1 : 40

2 A500

COMMUNITY GARDEN

ABBREVIATIONS RA2

RF2

T/O OF PARAPET FRAMING 875

10628.60 T/O OF 4TH FLOOR 9753.60

256

1HR F.R.R.

T/O STEEL 9503.60

STEEL BEAM C/W INTUMESCENT BLACK FIRE RETARDANT PAINT (REFER TO STRU. DWG)

3658

HSS STEAL COLUMN BEYOND C/W INTUMESCENT BLACK FIRE RETARDANT PAINT (REFER TO STRU.DWG)

AL SUITES

GUARDRAIL BEYOND

SEISMIC EXPANSION JOINT FASTENED TO HOLLOW CORE PRIOR TO TOPPING. ENSURE MIN 50mm GAP BETWEEN STRUCTURES (REFER TO STRU. DWG & SHOP DWG.)

T/O OF 3RD FLOOR

STEEL BEAM C/W INTUMESCENT BLACK FIRE RETARDANT PAINT (REFER TO STRU. DWG)

5846.00

4267

HSS STEAL COLUMN BEYOND C/W INTUMESCENT BLACK FIRE RETARDANT PAINT (REFER TO STRU.DWG)

AL SUITES

T/O OF STEEL

9504

10629

6096.00

LOBBY/VESTIBULE 101 EW1

GUARDRAIL BEYOND

SCHOOL OF BUILDING TECHNOLOGY

T/O OF 2ND FLOOR 1829.00

ARCHITECTURAL TECHNOLOGY

EW2

THE FACTORY T/O OF 1ST FLOOR 0.00

250

FL3

PROJECT TITLE

1829

SEISMIC EXPANSION JOINT FASTENED TO HOLLOW CORE PRIOR TO TOPPING. ENSURE MIN 50mm GAP BETWEEN STRUCTURES (REFER TO STRU. DWG & SHOP DWG.)

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

400

PW1

STEAL BEAM BEYOND (REFER TO STRU.DWG)

CLIENT

FANSHAWE COLLEGE

HSS STEAL COLUMN BEYOND (REFER TO STRU.DWG)

3038

2438

FW1

2788

CL1

DRAWING TITLE

SHOWER/CHANGE LOCKER ROOM PW3

600 100

FL1

T/O EXIST. BASEMENT FLOOR

EXISTING CONC. FTG. MODIFIED FOR UNDERPINNING (REFER TO STRU. DWG)

CONC. FTG. UNDERPINNED UNDER EXISTING STRUCTURE (REFER TO STRU.DWG)

SECTION EXISTING BUILDING/LINK

-2438.00 T/O OF NEW BASEMENT FLOOR -3038.00

WALL SECTIONS CHECKED BY

JOEL FOSTER DRAWN BY

RAQUEL MIRA DATE

04/04/22

A402 DRAWING

348

2023

178

118

174 CANOPY CONSTRUCTION TYP. .EPDM MEMBRANE .100MM R50 RIGID INSULATION .WATERPROOF MEMBRANE .16MM NON-COMBUSTIBLE EXTERIOR GRADE SHEATING .38MM STEEL DECK .152 X152X0.6MM HSS STEEL BRAM - RTSD C/W 150 'C' CHANNEL @ 406 o.c. .16MM NON-COMBUSTIBLE EXTERIOR GRADE SHEATING

WALL BEYOND TUCK FLASHING AND TPO MEMBRANE INTO CURTAIN WALL FRAMING

WALL BEYOND STEEL COLUMN BEYOND (REFER TO STRU. DWG)

PREFINISHED METAL PARAPET CAP FLASHING c/w DRIP EDGE (COLORED T.B.D) 138

FL3

305

124

EPDM MEMBRANE ROOF DRAINAGE TO STAIR SHAFT (REFER TO L300 FLOOR PLAN)

113

LOBBY/VESTIBULE

250

116

CURTAIN WALL C/W DOUBLE CLEAR GLAZING VISION GLASS

A1.2

EXTERIOR

150

A1.1

270

T/O OF 3RD FLOOR 138

6096.00 306

152

T/O OF STEEL

152

631

250

2HR F.R.R.

152X152MM HSS BEAM (REFER TO STRUCT. DWG)

200

STEEL BEAM C/W INTUMESCENT BLACK FIRE RETARDANT PAINT (REFER TO STRU. DWG)

401

5846.00

CANOPY CONSTRUCTION TYP.

152X152MM HSS BEAM (REFER TO STRUCT. DWG) WATER PROOF MEMBRANE

SUSPENDED CEILING C/W "L" ANGLE FOR SUPPORT (REFER TO RCP)

LOBBY/VESTIBULE 201

590 116

178

ACM PANEL (REFER TO ACM PANEL SHOP DWG) 150 dia. LED POT LIGHT (REFER TO ELEC. DWGS.) (REFER TO R.C.P.)

EXTERIOR

WALL BEYOND

850

527

1967

348

250

SPANDREL PANEL C/W BATT INSULATION

118

174 2140

247

CANOPY @ LINK - DETAIL 1 : 10

X6 5

402

EXISTING

200

456

202 152

NEW CONSTRUCTION

T/O OF PARAPET FRAMING 92

10628.6

EXTERIOR AD4

CONCRETE CURB BEYOND

6 MIL POLY VAPOR BARRIER

250

198 EXTERIOR

THRU-WALL FLASHING MW1

GREEN ROOF TRAY BEDS - REFER TO LANDSCAPE DWG

RF1

SLOPED TO DRAIN

RF2 SLOPED TO DRAIN

T/O OF 4TH FLOOR

250

EXISTING WOOD JOIST

T/O OF 4TH FLOOR

9753.60

RF2 EXISTING WOOD BEAM

9753.6

1HR F.R.R.

250

475

LAP EPDM MEMBRANE UP & OVER VAPOUR BARRIER MIN. 150 ALL DIRECTION

JOINT CURB CONSTRUCTION EPDM MEMBRANE VAPOUR BARRIER 16 ROOF PROTECTION BOARD 92 METAL STUD c/w MINERAL WOOL INSUL. 50 VOID 92 METAL STUD c/w MINERAL WOOL INSUL. 16 ROOF PROTECTION BOARD VAPOUR BARRIER EPDM MEMBRANE

475

RA2

150

155

RA1

625

PREFINISHED METAL CAP FLASHING c/w DRIP EDGE - BOTH SIDES (TYP). (COLORED T.B.D)

190

COMMUNITY GARDEN

T/O STEEL 250 CIP. CONCRETE SLAB

T/O STEE

9503.60

9503.6 STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT -RTSD

EXPANSION JOINT FILLED WITH BACKER ROD AND FIRE RATED CALKING 625

EW1

CL2

STEEL BEAM C/W INTUMESCENT FIRE RETARDANT PAINT -RTSD

625

800

MW1

EXISTING WOOD COLUMN BEYOND

STEEL COLUMN BEYOND C/W INTUMESCENT FIRE RETARDANT PAINT -RTSD

STEEL BEAM BEYOND C/W INTUMESCENT FIRE RETARDANT PAINT -RTSD

COMMERCIAL SUITES 308

2HR F.R.R.

LOBBY/ VESTIBULE 306

200

456

ROOF CURB EXIST/LINK 1 : 10

CURB @ ELEVATOR 1 : 10

14 BLACK ACM BRISE SOLEIL PANELS BEYOND (REFER TO ELEVATION DWG)

1333

CARRY ROOF MEMBRANE FLASHING UP AND OVER PARAPET DRIP EDGE

PARAPET WING CONSTRUCTION 2%

420

EPDM MEMBRANE AND WATERPROOF MEMBRANE

STEEL 'L' ANGLE - RTSD PROVIDE CAULKING C/W BACKER ROD ON INTERIOR AND EXTERIOR OF CURTAIN WALL

T/O OF 3RD FLOOR

BLACK ANNODIZE THERMALLY BROKEN ALLUMINUM WINDOW FRAME

250 HOLLOW CORE 100

FL4

STEEL BEAM C/W SPRAY-APPLIED FIRE RESISTANT CEMENTITIOUS FIRE SPRAY. (REFER TO STRUCT. DWGS.)

100

178

PARAPET WING CONSTRUCTION ACM PANEL 16 EXTERIOR SHEATHING WATERPROOFING MEMBRANE 92 STEEL STUD - RTSD 16 EXTERIOR SHEATHING WATERPROOFING MEMBRANE ACM PANEL

250

6096.00 CALKING C/W BACKER ROD ALL SIDES OF WINDOW

1HR F.R.R.

T/O OF STEEL 5846.00

SPANDREL PANEL C/W BATT INSULATION WALL BEYOND

4017 COMMERCIAL SUITE 211

WALL BEYOND FILL VOID WITH MINERAL WOOL INSUL. C/W FIRE RATED CAULKING

DOUBLE PANE LOW-E CLEAR VISION GLASS

FL4

EXTERIOR

T/O OF 2ND FLOOR

BLACK ANNODIZE THERMALLY BROKEN ALLUMINUM WINDOW FRAME

1829.00 250

1HR F.R.R.

SPANDREL PANEL C/W BATT INSULATION

STEEL BEAM C/W SPRAY-APPLIED FIRE RESISTANT CEMENTITIOUS FIRE SPRAY. (REFER TO STRUCT. DWGS.) 16 EXTERIOR SHEATHING

COMMERCIAL SUITES 115

DOUBLE PANE LOW-E CLEAR VISION GLASS

CAULKING

BLACK ANNODIZE THERMALLY BROKEN ALLUMINUM WINDOW FRAME METAL FLASHING

INTERIOR SILL

150

FW2 PROVIDE CAULKING C/W BACKER ROD ON INTERIOR OF CURTAIN WALL

1 : 10

ARCHITECTURAL TECHNOLOGY

PROJECT TITLE

995 CARRY ROOF MEMBRANE FLASHING UP AND OVER PARAPET

THE FACTORY

PARAPET WING CONSTRUCTION 2%

T/O OF PARAPET FRAMING 10628.60

DRIP EDGE

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST. 400

EXTERIOR

152

745

EXTERIOR

CLIENT

RA2

FANSHAWE COLLEGE 875

818

DRAWING TITLE

200

RF3

STEEL 'L' ANGLE - RTSD

SLOPED TO DRAIN

PARAPET WING CONSTRUCTION ACM PANEL 16 EXTERIOR SHEATHING WATERPROOFING MEMBRANE 92 STEEL STUD - RTSD 16 EXTERIOR SHEATHING WATERPROOFING MEMBRANE ACM PANEL

275

1HR F.R.R.

T/O OF 4TH FLOOR 9753.60

250

SCHOOL OF BUILDING TECHNOLOGY

HEAD/SILL/JAMB @NEW BUILDING

CHECKED BY

T/O STEEL 250 HOLLOW CORE PROVIDE CAULKING C/W BACKER ROD ON INTERIOR AND EXTERIOR OF CURTAIN WALL

CALKING C/W BACKER ROD ALL SIDES OF WINDOW BLACK ACM BRISE SOLEIL PANELS BEYOND (REFER TO ELEVATION DWG)

COMMERCIAL SUITES 317

SPANDREL PANEL C/W BATT INSULATION

178

9503.60

JOEL FOSTER DRAWN BY

RAQUEL MIRA DATE

04/04/22

608

PARAPET @NEW BUILDING 1 : 10

SECTION DETAILS

A500 DRAWING

1 RA1

RF1

T/O OF PARAPET FRAMING 875

875

10628.60 T/O OF 4TH FLOOR

19 2816

EXISTING BEAM TYP. EXISTING WOOD FLOOR JOIST INFILL

FIRE RATED STAIRS

3632

CIRCULATION

HEADROOM CLEARANCE

355 461

CL2

1232

MW1

3080

1302

EW1

11 EQ TRD

1070

50 DIA. STAINLESS STEEL CONTINUOS GUARDRAIL

GUARDRAIL

900

HANDRAIL

3632

9753.60

2HR F.R.R.

30 DIA. STAINLESS STEEL CONTINUOS HANDRAIL CLEARANCE 50

EXISTING BEAM TYP.

T/O OF 3RD FL TOPPING

10629

T/O OF 1ST FLOOR 0.00

2438

834

5 EQ RISERS

2067

400 STEEL STRINGER 50 X 200 "C" CHANNEL RTSD.

GUARDRAIL

1070

1854

1391

174

HANDRAIL

LANDING FLR. CONST. TYP. 150 'C' CHANNEL @ 1220 o.c. 38 STEEL DECK 100 CONC FLOOR SLAB RTSD.

NEW 100 MM CIP. CONC SLAB

100

900

13 EQ RISERS

4040

FIRE RATED STAIRS

2100

110 04

HEADROOM CLEARANCE

CIRCULATION

1100

EW2

LANDING

STEEL STAIR PAN TREADS C/W CONC. FILL RTSD. TYP.

LINTEL RTSD.

THERMALLY BROKEN ANODIZED STEEL FIRE RATED DOOR C/W SELF CLOSING DEVICE MIN RATING 2HR F.R.R. (REFER TO DOOR SCHEDULE)

RISER

A502

1854.40

8 EQ RISERS

1070

380 461

MW1

EW1

T/O OF 2ND FL TOPPING 280 TRD

CL2

LANDING FLR. CONST. TYP. 150 'C' CHANNEL @ 1220 o.c. 38 STEEL DECK 100 CONC FLOOR SLAB RTSD. 4267

834

5 EQ RISERS

1551

9 EQ RISERS

224 07

900

4015

FIRE RATED STAIRS

THERMALLY BROKEN ANODIZED STEEL FIRE RATED DOOR C/W SELF CLOSING DEVICE BEYOND MIN RATING 2HR F.R.R. (REFER TO DOOR SCHEDULE)

4292

1100

HANDRAIL

3426

214 04

HEADROOM CLEARANCE

4267

LINTEL RTSD. CIRCULATION

3451

1882

LANDING FLR. CONST. TYP. 150 'C' CHANNEL @ 1220 o.c. 38 STEEL DECK 100 CONC FLOOR SLAB RTSD.

MW1

GUARDRAIL

CL2

11 EQ RISERS

461

380

6121.40

T/O EXIST. BASEMENT FLOOR -2438.00

1107

3358

EXISTENT SLAB

12 EQ TRD

2HR F.R.R.

1202

STAIR SECTION - FIRE RATED 1 : 40

LANDING FLOOR CONSTRUCTION 150 'C' CHANNEL @ 1220 o.c. 38 FORM DECK 100 CONC FLOOR SLAB 100 MAX. 25 DIA STEEL PICKETS SPACED AT 100 MAX O.C.

100 MAX

25 DIA STEEL PICKETS SPACED AT 100 MAX O.C. STEEL 'C' CHANNEL STRINGER (REFER TO STRUCT. DWGS.)

280

STEEL 'C' CHANNEL STRINGER (REFER TO STRUCT. DWGS.)

280

POURED CONC. TREAD & RISER WITH VISUAL WARNING/ ANTI SLIP NOSING (REFER TO FINISH SCHEDULE)

TREAD

172

174

POURED CONC. TREAD & RISER WITH VISUAL WARNING/ ANTI SLIP NOSING (REFER TO FINISH SCHEDULE)

METAL ANGLES TO SUPPORT STEEL PAN PROVIDE CONTINUOUS WELD CONNECTION TO PAN AND STRINGER

STAIR STRINGER ATTACHED TO FLOOR SLAB (REFER TO STRUCT. DWG) STEEL 'C' CHANNEL STRINGER (REFER TO STRUCT. DWGS.)

EXISTING CONC. SLAB

STAIR BASE LANDING 1:5

STAIR LANDING CONNECTION 1:5

COMMERCIAL SUITES

309

5664 1197

3080

1387

11 EQ TRD MW1

ENSURE WINDOW IS BLOCKED W/ DARK FILM, SHEATHING AND INSULATION MW1

1200

2485 403

1100

1310

EW1

300

M.O.

2520 9 EQ TRD DOWN

1050

1197

ABBREVIATIONS

2811

75 ANTI-SLIP SURFACE

50 DIA CONT. STAINLESS STEEL GUARDRAIL

3938

2HR F.R.R.

300 x 1100 TACTILE INDICATOR INSERT

400 STEEL STRINGER 50 X 200 "C" CHANNEL RTSD.

CIRCULATION

1710

DOWN

30 DIA. STAINLESS STEEL CONTINUOS HANDRAIL CLEARANCE 50

1100

1300

DOWN

5 EQ TRD

A502

1400

FLOOR PLAN L300

EXISTING TIMBER COLUMN TYP.

EW1

THERMALLY BROKEN ANODIZED STEEL FIRE RATED DOOR C/W SELF CLOSING DEVICE MIN RATING 2HR F.R.R. (REFER TO DOOR SCHEDULE)

1 : 40

COMMERCIAL SUITES 218 01

1197

5664

2240

2227

8 EQ TRD PW1

MW1

THERMALLY BROKEN ANODIZED STEEL FIRE RATED DOOR C/W SELF CLOSING DEVICE MIN RATING 2HR F.R.R. (REFER TO DOOR SCHEDULE)

175

ENSURE WINDOW IS BLOCKED W/ DARK FILM, SHEATHING AND INSULATION

1610

50 DIA CONT. STAINLESS STEEL GUARDRAIL

224

300 x 1100 TACTILE INDICATOR INSERT

CIRCULATION

75 ANTI-SLIP SURFACE

1200

UP 1197

EW1

214 04

2713

400 STEEL STRINGER 50 X 200 "C" CHANNEL RTSD.

MW1

3938

FIRE RATED STAIRS

DOWN

30 DIA. STAINLESS STEEL CONTINUOS HANDRAIL CLEARANCE 50

2HR F.R.R.

300

M.O.

1050

1200

DOWN

1 A502

2520

EXISTING TIMBER COLUMN TYP.

1947

9 EQ TRD

SCHOOL OF BUILDING TECHNOLOGY

ARCHITECTURAL TECHNOLOGY EXIT TO GRADE

EW1

THERMALLY BROKEN ANODIZED STEEL FIRE RATED DOOR C/W SELF CLOSING DEVICE MIN RATING 2HR F.R.R. (REFER TO DOOR SCHEDULE)

FLOOR PLAN L200 1 : 40

MC.CORMICK ST. & WARNER ST.

MANAGER OFFICE

CIRCULATION

115 05

110 04

CLIENT

PW1

135

THERMALLY BROKEN ANODIZED STEEL FIRE RATED DOOR C/W SELF CLOSING DEVICE MIN RATING 2HR F.R.R. (REFER TO DOOR SCHEDULE)

MW1

1050

PW1

07 5562

1095

3360

MW1

3971 1200

UP PW1

1055

300

400 STEEL STRINGER 50 X 200 "C" CHANNEL RTSD.

CHECKED BY 2786

50 DIA CONT. STAINLESS STEEL GUARDRAIL FW1

2HR F.R.R.

H G

DRAWING TITLE

STAIR PLANS AND SECTIONS

1107

30 DIA. STAINLESS STEEL CONTINUOS HANDRAIL CLEARANCE 50

FANSHAWE COLLEGE

M.O.

FIRE RATED STAIRS 1

THE FACTORY

PROJECT ADDRESS

A502

PROJECT TITLE

JOEL FOSTER CAFE 109 06

2 A502

DRAWN BY

RAQUEL MIRA DATE

04/04/22

E FW1

FLOOR PLAN L000 1 : 40

300 x 1100 TACTILE INDICATOR INSERT 75 ANTI-SLIP SURFACE

A502 DRAWING

GAS

3050

PARKING SETBACK

SS.

PROPERTY LINE

GAS

30.00M - 200MM ø @1%

C B

ASPHALT DRIVEWAY

GAS

91.44 m

1000

GAS GAS

8670

GAS

.O B

EXISTENT GAS LINE

GAS

8 0.

GAS

5620

GAS

.C .O BF

.O B

HYD

FDC

GM.

1.1

1.0

PAD MOUNTED TRANSFORME R CANOPY PROJECTION

FCDR

EXIT CANO PROJECTI

FCDR

1.0

GAS

B .C

GAS

5790

FCDR

4 STOREY 1526 m2 COMMERCIAL BUILDING GROUP A2, D AND E

FCDR

1 25

0. 0 25

FCDR

.15

1.0

FCDR

PROPOSED THE FACTORY BUILDING 2 .9

1.0

EXISTENT U/G HYDRO LINE

ENTRANCE CANOPY PROJECTION

1.0

HYD

GAS GAS

1.0

GAS

2162

GAS

H C B

1.0

GAS

15MM ø

3100

GAS

GAS LINE -

0 25

3100

HYD HYD

FCDR

GAS

F.F.E. 251.15

51.82 m

WTM

STORM

FCDR

SAN

COMM

SAN

COMM

SAN

WTM

SAN

COMM

SAN COMM

C B

SAN COMM

COMM

WTM

STORM

CIVIL SITE PLAN

STORM

1.0

STORM

91.44 m

1.1

4807

STORM

1.0

SAN

COMM

STORM

N90° 00' 00"W

GAS

SAN

GAS

WTM WTM

WTM

ZERO SETBACK

COMM

1.0

SAN

ENTRANCE CANOPY PROJECTION

GAS

HYD HYD

COMM

PROPERTY LINE

HYD

1.0

1.1

ENTRANCE CANOPY PROJECTION

N 0° 00' 00" E

1.0

ZERO SETBACK

GAS

HYD

GAS

1.0

FCDR

MECH. /ELEC ROOM

1.0

HYD

1.1

C B

FCDR

1.0

GAS

HYD

GAS

5790

FCDR

SAN

1.0

FCDR

COMM

GAS

HYD

FCDR

COMM

HYD HYD

OF EX. STREET

HYD

GAS

VISIBILITY TRIANGLE 6000X6000MM

HYD

N90° 00' 00"E

HYD

30.00M - 200MM ø @3%

MC. CORMICK STREET

HYD

. 50

9550

GAS

HYD

7 0.

. 50

C B

HYD

. 50

EXT. MH

S X.

COMM WTM STORM

WTM

STOR

WARNER STREET

1 : 150

LEGEND COMM COMM COMM

COMMUNICATION LINE

STORM WATER SEWER TO MAN HOLE

STREET LIGHT

PROPERTY BOUNDARIES

OUTSIDE PROPERTY CATCH BASIN

REQUIRED PROPERTY SETBACKS

WTM

WATER MAIN @2% ø150MM

BUILDING ENTRANCE

C B

GAS

U/G GAS LINE

FIRE EXIT

C B

HYD

U/G HYDRO

PRIMARY FIRE FIGHTING ACCESS

SAN

SANITARY SEWER @2% 300MM

FLOW CONTROL ROOF DRAIN

STORM WATER @2% ø300MM

HYDRANT WATER SUPPLY

STORM STORM STORM

GM. EXT. MH

FDC

CATCH BASIN GAS METER EXISTING MAN HOLE FIRE DEPARTMENT SYAMESE CONNECTION

FIRE ROUTE X

X X.

ELEVATION ABOVE SEA LEVEL

P.N.

R.N

3 T.

PROPERTY LINE EX. S

1000

YA UR

HB HIG

6 0.

9 0. 25

. 50

ICK RM CO MC D. BL V

3050

2 .4

C B 2% 8670

32.00M - 200MM ø @1%

5978

1.0

2890

2000

OPY ION

1.0

.15

1 25

8 .8 502880

.1 51

. 50

. .C

0 .5 50 3050

8670

. 50

0. T. .

.C .

1.0

4882

FCDR

51.82 m

0 25

S 0° 00' 00" W

3100

.O B

PARKING SETBACK

BUILDING SETBACK

ABBREVIATIONS

GARBAGE AND RECYCLING

ASPHALT DRIVEWAY

25 74

R TO

. 50

F AC

1.0

THE

32.50M - 200MM ø @1%

ST.

SNOW AREA

C EBE

SS.

FCDR 3218

0 25

C B

FCDR

8550

1 25

5750

2182

1.1

1.0

1.1

25.50M - 200MM ø @1%

FCDR

ARCHITECTURAL TECHNOLOGY

SS.

SCHOOL OF BUILDING TECHNOLOGY

PROPERTY LINE

1.0

LOADING PARKING ZONE

FCDR

VISIBILITY TRIANGLE 6000X6000MM

PROJECT TITLE

THE FACTORY

20 0.

PARAPET PROJECTION

PROJECT ADDRESS

MC.CORMICK ST. & WARNER ST.

CLIENT

FANSHAWE COLLEGE DRAWING TITLE

SAN COMM

SAN

COMM

SAN

C B

1 .7

KEY PLAN

COMM

SAN COMM

WTM

STORM

SAN

COMM EXT. MH

COMM

OF EX. STREET

WTM

STORM

CIVIL SITE PLAN CHECKED BY

J.F. DRAWN BY

GENERAL NOTES • • •

• •

HYDRO LINES REFER TO LONDON HYDRO AND ELECTRICAL DRAWINGS ALL U/G SERVICES PIPE SHOULD BE 2000MM SPACES OF EACH OTHER AND 500MM IN HEIGHT CONTRACTOR TO CONFIRM DEPTH, SIZE AND LOCATION OF EXISTING SERVICES PRIOR TO CONSTRUCTION AND NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES. PVC WATERMAIN MATERIAL, CATHODIC PROTECTION, TRACER WIRE ETC, MUST BE AS PER FORM 400. ALL CATCH BASINS MUST BE AS PER OPSD 705.010 AND MODIFIED WITH A GOSS TRAP AS PER SEW-304. ALL CATCH BASINS MUST HAVE 600MM SUMP.

RAQUEL MIRA DE SOUZA •

•

LIGHTING MUST BE DIRECTED ON-SITE AND MUST NOT SPILL OVER TO ADJACENT PROPERTIES OR STREETS. MUST PROVIDE HOUSE SHIELDS WHERE NEEDED, TO COMPLETELY ELIMINATE GLARE TO ADJACENT PROPERTIES. UNION GAS - UNION GAS HAS SERVICE LINES RUNNING WITHIN THE AREA WHICH MAY OR MAY NOT BE AFFECTED BY THE DEVELOPMENT. SHOULD THE SITE PLAN IMPACT THE SERVICES IT MAY BE NECESSARY TO RELOCATE THE LINES, ANY SERVICE RELOCATION WOULD BE AT THE COST OF THE PROPERTY OWNER. THIS PROPERTY IS ELIGIBLE FOR WEEKLY COLLECTION OF GARBAGE, RECYCLING, ORGANICS, AND LEAF AND YARD WASTE THROUGH THE CITY OF LONDON SUBJECT TO COMPLIANCE.

DATE

MARCH 14TH, 2022

C100 DRAWING

AV.

SCANDINAVIAN KITCHEN PROFESSIONAL WORK This project was built by Details Renovation and Design, and the millwork was designed and installed by The Wood Studio London. The clients for this project requested a minimalistic approach and design for all rooms in this beautiful house in Denfield. To accomplish this proposal, it was important to maintain a functional and elegant design. The proposed finishes included two contrast tones of Shinnoki veneer, and a functional and elegant design. The overall scope of work includes millwork shop drawings for the kitchen, pantry, laundry, en-suite vanity and two additional vanities (secondary washrooms). The millwork set of drawings were developed with the purpose to communicate all the information required for the cabinet makers accomplish the design proposed by Elias Polizoes, designer and owner of The Wood Studio. The clients also asked for 3D renders of the main spaces to show the overall idea of each space. Year of work: October 2021 Location: Denfield, Ontario - Canada Project Description: Millwork package of kitchen, pantry, laundry, en-suite vanity and two secondary vanities. 3d Renders of kitchen, pantry, en-suite and Foyer House build by: Detail Renovation and Design Millwork design and install: The Wood Studio 2D/3D Drawings Software: Autodesk Revit 2020 3D Renderings: 3DS Max 2021

EN-SUITE PROFESSIONAL WORK

The en-suite was designed and built by Details Renovation and Design, the vanity was designed and installed by The Wood Studio. The scope of this work was to develop the millwork shop drawings for the vanity and 3D realistic renders for the entire space, showing all finishes and fixtures . Year of work: October 2021 Location: Denfield, Ontario - Canada Project Description: Millwork package of en-suite vanity. 3D renders of en-suite room. House build by: Detail Renovation and Design Millwork design and install: The Wood Studio 2D/3D Drawings Software: Autodesk Revit 2020 3D Renderings: 3DS Max 2021

FOYER PROFESSIONAL WORK

The foyer was designed and built by Details Renovation and Design. They requested a photo-realistic 3D render of the Foyer to help sell the property.

Year of work: October 2021 Location: Denfield, Ontario - Canada Project Description: 3d Renders of Foyer. House build by: Detail Renovation and Design 2D/3D Drawings Software: Autodesk Revit 2020 3D Renderings: 3DS Max 2021

GALLERY OF WORK ACADEMIC WORK

Year of academic work: January-April 2021 Academic term: 4th Course: Urban Environmental Studies Project Description: Collaborative urban design project 2D/3D Drawings Software: Autodesk Revit 2020 3D Renderings: Enscape 2020

FANSHAWE COLLEGE

TYP. ROOF CONST.

CEDAR ROUND WOOD SHINGLES 3/8" SHEATING C/W "H" CLIPS ENG. WOOD TRUSSES SPACED 24"O.C.

TYP. ROOF CONST.

CEDAR ROUND WOOD SHINGLES 3/8" SHEATING C/W "H" CLIPS ENG.WOOD TRUSSES SPACED 24"O.C.

CEDAR ROUND WOOD SHINGLES 3/8" SHEATING C/W "H" CLIPS ENG.WOOD TRUSSES SPACED 24" O.C.

VENTED ALUM. SOFFIT

TYP. CEILING TYPE

U/S ROOF - 2 STOREYS ELEV. 17' 9"

2 X 8" FASCIA (CAPPED)

TYP. CEILING TYPE

5/8 GYPSUM CEILING BOARD 6 MIL. POLY. VAPOUR BARRIER R60 INSUL.

CEDAR ROUND WOOD SHINGLES 3/8" SHEATING C/W "H" CLIPS

1/2" GWB. 2" x 6" STUDS @ 16" O.C. 1/2" OSB SHEATING BUILDING PAPER 1/2" FURRING SIDING

8'-0"

U/S ROOF - 2 STOREYS ELEV. 17' 9"

2 X 8" FASCIA (CAPPED) GUTTER

WOOD LINTEL AS PER PLAN

TYP. SIDING WALL

TYP. FLOOR CONST.

5/8" T&G OSB. SUBFLOOR TO BE NAILED, SCREWED & GLUED TO FLOOR JOIST FLOOR JOIST 2" X 10" @16 O.C.

1'-0"

TYP. FLOOR CONST.

5/8" T&G OSB. SUBFLOOR FLOOR JOISTS 2" X 10" @ 16" O.C. R31 INSUL. FOR EXPOSED FLOOR 5/8" GYPSUM CEILING BOARD

T/O 2ND FLOOR JOIST ELEV. 18' 9"

ABREVIATIONS

8" MAIBEC CHANNEL SIDING 1/2" FURRING BUILDING PAPER 1/2" OSB SHEATING 5/8" GWB. 2" x 6" STUDS @ 16" O.C. R22 INSUL. 6 MIL. POLY. VAPOUR BARRIER 1/2" GWB.

BEDROOM

TYP. FLOOR CONST.

5/8" T&G OSB. SUBFLOOR FLOOR JOISTS 2" X 10" @ 16" O.C. R31 INSUL. FOR EXPOSED FLOOR 1/2" GYPSUM CEILING BOARD

GWB. FIRE STOPPING

T/O 2ND FLOOR JOIST ELEV. 18' 9"

FRIEZE BOARD 38 X 76 HDR WINDOW

1/2" GWB. 6 MIL. POLY. VAPOUR BARRIER R22 INSUL. 2" x 6" STUDS @ 16" O.C. 1/2" OSB SHEATING AIR BARRIER 1/2" FURRING 8" MAIBEC CHANNEL SIDING

MASTER B. ENG. WOOD TRUSSES @ 24" O.C.

VENTED ALUM. SOFFIT

5/8 GYPSUM CEILING BOARD 6 MIL. POLY. VAPOUR BARRIER R60 INSUL.

FRIEZE BOARD

TYP. SIDING WALL

BATH

VENTED ALUM. SOFFIT

5/8 GYPSUM CEILING BOARD 6 MIL. POLY. VAPOUR BARRIER R60 INSUL.

2'-4"

2 X 8" FASCIA (CAPPED)

TYP. ROOF CONST.

8'-0"

U/S ROOF - 2 STOREYS ELEV. 17' 9"

FLASHING THROUGHWALL

T/O 2ND FLOOR JOIST ELEV. 18' 9" 2 X 8" FASCIA (CAPPED)

TYP. CEILING CONST.

TYP. 1HR DEMISING WALL

9'-0"

10'-0"

ENTRANCE

DINING

TYP. FLOOR CONST. 1ST

ARRISCRAFT WHITE ROCKED SILL THROUGHWALL

TYP. FLOOR CONST.

5/8" T&G OSB. SUBFLOOR TO BE NAILED, SCREWED & GLUED TO FLOOR JOIST FLOOR JOIST 2" X 8" @16 O.C. GWB. FIRE STOPPING

TYP. GARAGE FLOOR CONST.

5/8" T&G OSB. SUBFLOOR FLOOR JOISTS 2" X 10" @ 16" O.C. MIN. R24 INSUL.

T/O FLOOR JOIST ELEV. 8' 9"

FLASHING THROUGHWALL

4" POURED CONC. FLOOR SLAB 6" COURSE GRANULAR FILL

MIN. R24 INSUL.

BACKFILL

TYP. SOG.

WALL SECTION - DEMISING WALL SCALE: 1/2" = 1'0"

T/O CONC. SLAB ELEV. 0,0

4" POURED CONC. FLOOR SLAB 6" COURSE GRANULAR FILL

A101

TYP. SOG.

4" POURED CONC. FLOOR SLAB 6" COURSE GRANULAR FILL

TYP. SOG.

BACKFILL

3/4 CRUSHED STONE SURROUND BY FILTER FABRIC

3/4" CRUSHED STONE SURROUND BY FILTER FABRIC

COLD ROOM

T/O CONC. SLAB ELEV. 0,0

UNDISTURBED SOIL

4" DIA. WEEPING TILE

CONC STRIP FTG. C/W CONT. KEYWAY

18"x6" CONC STRIP FTG. C/W CONT. KEYWAY

plex, design and construction drawings pack-

BACKFILL

3/4" CRUSHED STONE SURROUND BY FILTER FABRIC

CONC STRIP FTG. C/W CONT. KEYWAY

A101

Project Description: 5 units Townhouse Com-

6" COURSE GRANULAR FILL

DRAINAGE LAYER DAMPROOFING 9" POURED CONC. FDN. WALL

BASEMENT

4" POURED CONC. FLOOR SLAB 6" COURSE GRANULAR FILL

T/O CONC. SLAB ELEV. 0,0

STOOP CONC. SLAB WITH SLOPE TO GRADE

GRADE MIN. 2% SLOPE

FLASHING

BASEMENT

TYP. FOUND. WALL

DRAINAGE LAYER DAMPROOFING 8" POURED CONC. FDN. WALL R20 INSULATION BLANKET TO MAX. 8" ABOVE FIN. FLOOR SLAB

Course: Architectural Design & Project

ARRISCRAFT WHITE ROCKED SILL THROUGHWALL

DAMPROOFING AND WEEP HOLES @ 31" O.C. MAX.

R20 INSULATION BLANKET

R20 INSULATION BLANKET TO MAX. 8" ABOVE FIN. FLOOR SLAB 9" POURED CONC. FDN. WALL DAMPROOFING DRAINAGE LAYER

8'-9"

BASEMENT

ANCHOR BOLTS @ 7' 10" O.C. MAX.

GRADE MIN. 2% SLOPE

TYP. FOUND. WALL

Academic term: 4th

FRONT PORCH

PRECAST STEP

DAMPROOFING AND WEEP HOLES @ 31" O.C. MAX.

ANCHOR BOLTS @ 7' 10" O.C. MAX.

TYP. FLOOR CONST.

5/8" T&G OSB. SUBFLOOR FLOOR JOISTS 2" X 10" @ 16" O.C.

T/O FLOOR JOIST ELEV. 8' 9"

Year of academic work: January-April 2021

ALUM. SOFFIT 4 PLY ENG. BEAM WOOD

STEEL LINTEL AS PER PLAN 36 X 88 INSUL DR.

GARAGE

KITCHEN

FRIEZE BOARD

1/2" GWB. 6 MIL. POLY. VAPOUR BARRIER R22 INSUL. 2" X 6" WOOD STUDS @ 16" O.C. 1/2" OSB. SHEATING BUILDING PAPER 1" AIR SPACE BRICK VEENER

1/2" GWB. 6 MIL. POLY. VAPOUR BARRIER R22 INSUL. 2" X 6" WOOD STUDS @ 16" O.C. 1/2" OSB. SHEATING AIR BARRIER 1" AIR SPACE ARRISCRAFT WHITE BRICK VEENER

5/8" FC. GWB. 2" x 4" STUDS @ 16" O.C. C/W BATT INSUL. STC 1" AIR SPACE 2" x 4" STUDS @ 16" O.C. C/W BATT INSUL. STC 5/8" FC. GWB.

T/O 1ST FLOOR JOIST ELEV. 8' 9"

TYP. MASONRY WALL

TYP. MASONRY CONST.

5/8" GYPSUM CEILING BOARD 6 MIL. POLY VAPOUR BARRIER R60 INSUL. (MIN)

10'-0"

U/S ROOF ELEV. 17' 9"

WALL SECTION - TYP. SCALE: 1/2" = 1'0"

A101

WALLS SECTIONS

WALL SECTION - UNIQUE SCALE: 1/2" = 1'0"

A-801

age 2D/3D Drawings Software: Autodesk AutoCAD 2020

GALLERY OF WORK PROFESSIONAL WORK

Year of work: April 2022 Location: London - Canada Project Description: Design millwork drawings and preliminary 3D renders 2D/3D Drawings Software: Autodesk Revit 2020 3D Renderings: Enscape 2021

GALLERY OF WORK PROFESSIONAL WORK

Year of work: April 2022 Location: London - Canada Project Description: Design millwork drawings and preliminary 3D renders 2D/3D Drawings Software: Autodesk Revit 2020 3D Renderings: Enscape 2021

THANK YOU These are some of the projects I have been working on while studying at Fanshawe College and working for The Wood Studio London. If you would like to see more drawings in Revit or AutoCad, please feel free to ask, I will be happy to show more of my work. Email: arch.raquelmira@gmail.com Mailing address: London, Ontario (Full address see resume) Willing to relocate: Anywhere in Canada