KEY MAP ROYAL WINDSOR DRIVE WINSTON CHURCHILL BLVD …

REALIGNED DITCH

TIE INTO EXDITCH

REALIGNED DITCHPROPOSEDCULVERT

TIE INTO EX PAVEMENT

REALIGNEDDITCH

PROPOSEDCULVERT

PROP EDGE OFPAVEMENTPROPSHOULDER

PROP PAVEMENTWIDENING

PROP PAVEMENTWIDENING/DRIVEWAY ACCESS

PART 1

PART 2

PART 4

PART 3

PART 5

PART 6

PART 7

PART 8

9 LOADING DOCKS

CLE

ARVI

EW C

REE

K

AB

A BCD

62 TRUCK LEVEL DOORS


C

A B C A

AB

CD

C

C

CCD

CD

CD

CD

CD

B C

N45°41'00''W

386.830

N38

°00'

55''E

407.

010

N38

°30'

55''E

407.

550

N45°32'45''W

383.350

1

2

3

4

PART 1

PART 2

PART 4

PART 3

N28°40'40''W

31.389

N10°51'40''E

29.517

N14°27'45''E

36.829

N28°28'35''W21.383

N45°32'45''W

253.617

N86°27

'50''E

13.335

N38°30'55''E

357.280

42.175N

31°13'50''E

49.608N

31°13'50''E

N23°55'15''W3.668

2.39

2N

48°4

9'25

''E

N45°32'45''W8.218

PART 5

PART 6

PART 7

PART 8

BLDG 'A'INDUSTRIAL / WAREHOUSE

32,490.92 m2

(349,729.57 sqft)

OFFICE

OFFICE

15

15

5.706.00

17

LINE OF FUTURE ROAD WIDENING

6.83

3m LANDSCAPE BUFFER STRIP

15.0

0

15 m FRONT YARD SERTBACK

14.287.14 7.14

5.70 2.70

5.70

23

15

15

15

4.50

CONCRETE APRON CONCRETE APRON

18.2

9

DESIGNATED FIRE ROUTE

TWO

INC

OM

ING

LAN

ES

TWO

OU

TBO

UN

D L

ANES

LAN

DSC

APE

AREA

18.2

960

FT.

16.46

12.1

9 18.2960 FT.54 FT.

40 F

T.

299.11[981'-4"]

BLDG 'B'INDUSTRIAL / WAREHOUSE

28,972.27 m2

(311,854.96 sq ft)

120m OFFSET FROM PROPERTY LINE,BUILDING HEIGHT RESTRICTED TO 11.0m

4.50 6.00

18.2

960

FT.

12.1

940

FT.

4.5 m SCREEN WALL

33.6

0

18.20

18.20

40.0

02.

00

2.00 40.00

58.46

66.95


DES

IGN

ATE

D F

IRE

RO

UTE

DES

IGN

ATE

D F

IRE

RO

UTE

16.3

0

2.00

6.00

1.00

0.15

6.00

2.00

1.00

0.15

CONCRETE APRON CONCRETE APRON

18.2

9

266.19[873'-4"]

21.7

1

1.08

1.52

2.63

5.706.00

AB

ORR ROAD ALIGNMENT PROPOSED FUTURE

OFFICE

14.55

2.00

OFFICE

14.55

24.8

8

A BCD

1.00

TRUCKING COURT

25

13

8

11

8

20

26

22

86 TRAILER PARKING SPACES

12 TRAILER PARKING SPACES



116.

82[3

83'-3

1/4

"]

20.7

520.7

5

18.0

0

18.0

0

10.0

6

10.0

6

10.0

6

10.0

6

CENTRE LINE OF ORIGINAL ROAD ALLOWANCE245.00

CENTRE LINE OF ORIGINAL ROAD ALLOWANCE

TAPPER

4.11

3.00

0.30 RESERVE

1.27

6.00

5.70

50.2

0

53.1

1

57.96

1.91

7.40

116.

82[3

83'-3

1/4

"]

12.1

940

FT.

60 F

T.

16.4654 FT.

15

6.00

15

24

23

1617

33.50

34.002.00

2.21

C

A B C A

AB

CD

C

C

C

120.

00

LANDS. CONC. WALK2.00

LANDS.

LAN

DS.

LANDS.

CO

NC

. WAL

K

LANDSCAPED AREA

25.8

3

CD

CD

LANDS. LANDS.

1.80

LANDS.

1.80 CONC. WALK

1.80

CONC. WALK

CONC. WALK

LANDS.

CD

CD

CD

B C

LANDS.

LANDSCAPED AREA

LANDSCAPED AREA

TRUCKING COURT

DES

IGN

ATE

D F

IRE

RO

UTE

R12.0

R12.0



DES

IGN

ATE

D F

IRE

RO

UTE

R12.0R12.0

R6.19

R12.48

R12.0 R12.0

SITE STATISTICSSITE AREA 155,945.04 m2 or 38.53 acres

ZONING E2 - BUSINESS EMPLOYMENT

SETB

ACKS

FRONT YARD (EAST)WINSTON CHURCHILL BLVD.

REAR YARD (WEST)

INTERIOR SIDE YARD (NORTH)

REQUIRED PROVIDED

LOT FRONTAGE 30.00 m (MIN) 386.83 m

25.83 m

50.20 m

18.20 m

56.94 m

TOTAL BUILDING G.F.A. or

SITE COVERAGE

61,463.19 m2

48,463.63 m2

661,585 sf

39.41 %or

LANDSCAPED AREA (MIN. 10%) or 31.07 %

46,018.66 m2PAVED AREA or 29.52 %

61,463.19 m2

3.00 m

BUILDING HEIGHT (BUILDING A & B)

REQUIRED PROVIDED

14.91 m11.00 m (MAX)

75 spaces

PAR

KIN

G

INTERIOR SIDE YARD (SOUTH)

WAREHOUSING1.0 space / 100 m2 for first 7,500 m2 of GFA

KEY MAP SCALE: N.T.S.

270 spaces

7,500 m2 @ 1.0 space / 100 m2

TRUE NORTH

PROJECT NORTHLEGAL DESCRIPTION

BOUNDARY AND TOPOGRAPHIC SURVEY OFPART OF LOT 1CONCESSION 3SOUTH OF DUNDAS STREET(GEOGRAPHIC TOWNSHIP OF TRAFALGAR)TOWN OF OAKVILLEREGIONAL MUNICIPALITY OF HALTON

AS PREPARED BY:KRCMAR SURVEYORS LTD., 2015ONTARIO LAND SURVEYORS

ACCESSIBLE PARKING

10 spaces 10 spacesTYPE A & B SPACES2 + 2% of total provided

MAN DOOR

LOADING DOCK DOOR

DRIVE-IN / OVERHEAD DOOR

FH HYDRANT + VALVE

CB

DCB

CATCH BASIN

DOUBLE CATCH BASIN

BR BIKE RACK (2-3 BIKES)

SANMH

HP

CB/MH

SMH

SANITARY MAN HOLE

CATCH BASIN / MAN HOLE

STORM MAN HOLE

HYDRO POLE STANDARD / UTILITY POLE

HT HYDRO TRANSFORMER

ACCESSIBLE PARKING SPACE

SNOW STORAGE AREA

SYMBOL LEGEND

FIRE DEPARTMENT CONNECTION / SIAMESE

ACCESSIBLE PARKING SPACE SIGNAGE

TOTAL PARKING 345 spaces 367 spaces

18 spaces

SNW

G.F

.A.

BUILDING AOFFICE or863.06 m2 9,290 sf

3.00 m

3.00 m

1.0 space / 200 m2 for additional GFA53,963.19 m2 @ 1.0 space / 200 m2

WAREHOUSE or31,5524.24 m2 39,325 sfMECH. / ELECTR. or103.62 m2 1,115 sf

or32,490.92 m2 349,730 sf

BUILDING BOFFICE or724.16 m2 7,795 sfWAREHOUSE or28,144.49 m2 302,945 sfMECH. / ELECTR. or

or28,972.27 m2 311,855 sf

BICYCLE SPACES2 + 0.25 spaces / 1,000 m2 GFA (30 spaces max) 18 spaces

BUILDING 'A'

62 spaces

SNOW STORAGE

REFUSE STORAGE BINSG

TO BE REMOVED OFF- SITE

ABUTTING RAILWAY COORIDOR

ACCESSIBLE PARKING

6 spaces 6 spacesTYPE C SPACES4 + 1 for each 100 over 201

DOCK LEVEL DOORS

DRIVE IN DOORS

BUILDING 'B'

DOCK LEVEL DOORS

DRIVE IN DOORS

2 spaces

55 spaces

2 spaces

WINSTON CHURCHILL BLVD

ROYAL WIN

DSOR DRIV

EFORD DRIVE

386.83

27.1

2

3.00 m

56.94

M

E

CONCRETE TRAILER PARKING PAD

40.0

040

.00

5.70

5.70FR

3.65 2.00

2.70

3.20

TYP. PARKINGSPACE 2.7m x 5.7m

TYP. PARKINGSPACE 2.7m x 5.7m

FR

FR FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

9.0013.92

FR

FR

FRFR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

FR

DRIVE-IN RAMP(6.8m x 18.3m TYP.)




G G G G

G GG G

16.8

3

0.30

22.9

2

26.95

17.96

16.94

10.2

3

8.98

14.02

3.45

18.2

8

9

307.2311.27 16.80

M

E

HT

103.62 m2 1,115 sf2.00

1.80

1.80

1.80

FFE 95.20

FFE 95.20

1.80

LANDS.

PEDESTRIANCONNECTION




CO

NC

. WAL

K

46.00

32,490.92

1 N/A

N/A

14.91

3

3.2.2.67.

N/A

F-2 T.B.D.

1

N/A

N/A

N/A

N/A

1,539.86

772 Winston Churchill Blvd., Building A772 Winston Churchill Blvd., Oakville, ON

Part 3

OBC References

1.4.1.2. [A]

3.1.2.1. (1)

The architect noted above has exercisedresponsible control with respect to designactivities. The architect's seal number is the architect's BCDN.

1.1.2. [A]

3.2.2.20.-83.

3.2.6.

3.2.4.

3.2.9.

3.2.2.17.

3.2.2.20.-83.

3.2.1.5.

3.2.2.20.-83.

3.2.2.10. & 3.2.5.

3.2.1.1. & 1.4.1.2.[A]

1.4.1.2. [A]

BOTH

BOTH

3.8.

3.1.17.

3.2.1.1.(3)-(8)

PERSONS

3.2.5.7.

NEW

ADDITION

F-2GROUP:

EXISTING: NEW:

ALTERATIONCHANGE OF USE

MAJOR OCCUPANCY

BUILDING AREA (m2)

Ontario's 2012 Building Code Data Matrix Part 3

PROJECT DESCRIPTION

Concord, ON L4K 0K7

Location:Name of Project:

Fax: (905) 660-7019Tel: (905) 660-0722

30 Great Gulf Drive, Unit 20

Certificate of Practice Number: 5810Firm Name: Baldassarra Architects Inc.

NEW:EXISTING:

ABOVE GRADE:

MEZZANINE:

BELOW GRADE:

IN LIEU OF ROOF RATING

BASEMENT ONLY

ENTIRE BUILDING

NOT REQUIRED

YES NO

YES NO

NOYES

NOYES

COMBUSTIBLE

COMBUSTIBLE

m2 / PERSON

OCCUPANCY: LOAD:

NO (EXPLAIN)YES

NO. OF STOREYS

GROSS AREA (m2)

HIGH BUILDING

BUILDING CLASSIFICATION:

NUMBER OF STREETS / ACCESS ROUTES:

HEIGHT OF BUILDING (m):

WATER SERVICE / SUPPLY IS ADEQUATE

FIRE ALARM REQUIRED

STANDPIPE REQUIRED

SPRINKLER SYSTEM PROPOSED

PERMITTED CONSTRUCTION

ACTUAL CONSTRUCTION

1ST FLOOR

MEZZANINE AREA (m2):

OCCUPANT LOAD BASED ON

BARRIER FREE DESIGN

TOTAL:

TOTAL:

NON COMBUSTIBLE

NON COMBUSTIBLE

DESIGN OF BUILDING

3.2.2.20.-83 & 3.2.1.4.

3.3.1.2. & 3.3.1.19.

3.2.3.

CONST. CLADDINGNON-COMB.

orDESRIPTION

LISTED DESIGN COMB

PERMITTED REQUIRED

YES NO

HORIZONTAL ASSEMBLIESFRR (HOURS)

HOURS

HOURS

HOURS

FRR OF SUPPORTINGMEMBERS

HOURS

HOURS

HOURS

orH/L OPENINGS

MAX % OFOPENINGS

% OF (HOURS)L/H PERMITTED PROPOSED FRR

EBFm2

AREA OF

FLOORS:

ROOF:

MEZZANINE:

MEZZANINE:

FLOORS:

ROOF:

(m)L.D.

Max. Unit

EAST

WEST

WALL

REQUIREDFIRE

RESISTANCERATING(FRR)

NORTH

SOUTH

HAZARDOUS SUSTANCES

SPATIAL SEPARATION - CONSTRUCTION OF EXTERIOR WALLS

LISTED DESIGN NO.OR DESCRIPTION (SB-2)


[A] for Division A[C] for Division C

>15 N/A 100 N/A NO

1,219.22 N/A

>15 N/A 100 N/A YES

>15 N/A 100 N/A YES

SHELL PERMIT ONLY

32,490.92 32,490.92

32,490.92

N/A

3,945.26

3,945.26

>15 100 N/A NO

NO

NO

YES

YESN/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

28,972.27

1 N/A

N/A

12.47

3

3.2.2.67.

N/A

F-2 T.B.D.

1

N/A

N/A

N/A

N/A

1,097.25

772 Winston Churchill Blvd., Building B772 Winston Churchill Blvd., Oakville, ON

Part 3

OBC References

1.4.1.2. [A]

3.1.2.1. (1)

The architect noted above has exercisedresponsible control with respect to designactivities. The architect's seal number is the architect's BCDN.

1.1.2. [A]

3.2.2.20.-83.

3.2.6.

3.2.4.

3.2.9.

3.2.2.17.

3.2.2.20.-83.

3.2.1.5.

3.2.2.20.-83.

3.2.2.10. & 3.2.5.

3.2.1.1. & 1.4.1.2.[A]

1.4.1.2. [A]

BOTH

BOTH

3.8.

3.1.17.

3.2.1.1.(3)-(8)

PERSONS

3.2.5.7.

NEW

ADDITION

F-2GROUP:

EXISTING: NEW:

ALTERATIONCHANGE OF USE

MAJOR OCCUPANCY

BUILDING AREA (m2)

Ontario's 2012 Building Code Data Matrix Part 3

PROJECT DESCRIPTION

Concord, ON L4K 0K7

Location:Name of Project:

Fax: (905) 660-7019Tel: (905) 660-0722

30 Great Gulf Drive, Unit 20

Certificate of Practice Number: 5810Firm Name: Baldassarra Architects Inc.

NEW:EXISTING:

ABOVE GRADE:

MEZZANINE:

BELOW GRADE:

IN LIEU OF ROOF RATING

BASEMENT ONLY

ENTIRE BUILDING

NOT REQUIRED

YES NO

YES NO

NOYES

NOYES

COMBUSTIBLE

COMBUSTIBLE

m2 / PERSON

OCCUPANCY: LOAD:

NO (EXPLAIN)YES

NO. OF STOREYS

GROSS AREA (m2)

HIGH BUILDING

BUILDING CLASSIFICATION:

NUMBER OF STREETS / ACCESS ROUTES:

HEIGHT OF BUILDING (m):

WATER SERVICE / SUPPLY IS ADEQUATE

FIRE ALARM REQUIRED

STANDPIPE REQUIRED

SPRINKLER SYSTEM PROPOSED

PERMITTED CONSTRUCTION

ACTUAL CONSTRUCTION

1ST FLOOR

MEZZANINE AREA (m2):

OCCUPANT LOAD BASED ON

BARRIER FREE DESIGN

TOTAL:

TOTAL:

NON COMBUSTIBLE

NON COMBUSTIBLE

DESIGN OF BUILDING

3.2.2.20.-83 & 3.2.1.4.

3.3.1.2. & 3.3.1.19.

3.2.3.

CONST. CLADDINGNON-COMB.

orDESRIPTION

LISTED DESIGN COMB

PERMITTED REQUIRED

YES NO

HORIZONTAL ASSEMBLIESFRR (HOURS)

HOURS

HOURS

HOURS

FRR OF SUPPORTINGMEMBERS

HOURS

HOURS

HOURS

orH/L OPENINGS

MAX % OFOPENINGS

% OF (HOURS)L/H PERMITTED PROPOSED FRR

EBFm2

AREA OF

FLOORS:

ROOF:

MEZZANINE:

MEZZANINE:

FLOORS:

ROOF:

(m)L.D.

Max. Unit

EAST

WEST

WALL

REQUIREDFIRE

RESISTANCERATING(FRR)

NORTH

SOUTH

HAZARDOUS SUSTANCES

SPATIAL SEPARATION - CONSTRUCTION OF EXTERIOR WALLS



[A] for Division A[C] for Division C

>15 N/A 100 N/A

1,256.46 N/A

>15 N/A 100 N/A YES

>15 N/A 100 N/A

SHELL PERMIT ONLY

N/A

2,862.82

2,666.14

28,972.27

28,972.27

28,972.27

>15 100 N/A

NO

YES

YES

YES

NO

NO

NON/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

10

11

10

C

BA

· CURB RAMP MUST HAVE A MINIMUM CLEAR WIDTH OF 1500mm,EXCLUSIVE OF ANY FLARED SIDES.

· THE RUNNING SLOPE OF THE CURB MUST,i. BE A MAX OF 1:8, WHERE ELEVATION IS LESS THAN 75mm, ANDii. BE A MAX OF 1:10, WHERE ELEVATION IS LESS 75mm OR

GREATER AND 200mm OR LESS.

· THE MAX SLOPE ON THE FLARED SIDE OF THE CURB RAMP MUST BENO MORE THAN 1:10.

· CURB RAMP MUST HAVE A TACTILE WALKING SURFACE INDICATOR THAT,- HAVE RAISED TACTILE PROFILES COMPOSED OF TRUNCATED DOMES,,- HAVE A HIGH TONAL CONTRAST WITH THE ADJACENT SURFACE,- ARE LOCATED AT THE BOTTOM OF THE CURB RAMP,- ARE SET BACK BETWEEN 150mm AND 200mm FROM THE CURB EDGE,- EXTEND THE FULL WIDTH OF THE CURB RAMP,- ARE A MIN OF 610mm IN DEPTH, AND- BE SLIP-RESISTANT.

AXONOMETRICVIEW

1500MIN

1500

D

±1100

CURB RAMP DETAILS

THE INFORMATION PROVIDED HERE WAS ASSEMBLED FROM OBC 3.8.3.2. AND THE ONTARIOREGULATION 413 / 12 (made under the ACCESSIBILITY FOR ONTARIANS WITH DISABILITIES ACT, 2005 -made DEC 12, 2012) IN CONJUNCTION WITH THE GUIDELINES FOR BARRIER-FREE DESIGN OFONTARIO GOVERNMENT FACILITIES.

150mm FROM EDGE OF CURB AND 610mm IN DEPTH

SLOPE SURFACE @ 1:10 (max)

LANDING / UNINTERRUPTED SPACE OF NOT LESS THAN 1100mm

FLARED SIDES WITH MAX SLOPE OF 1:10

A

BCD

C

B

A 610

1500MIN

740

1500

1100

MINPLAN VIEW

D

2750

MIN

150

BUILDING FACE

OUTSIDE CURB

RETAINING WALL,REFER TO CIVIL DWGS

RETAINING WALL,REFER TO CIVIL DWGS

REFUSE STORAGE BINS TO BESTORED INTERNALLY ANDREMOVED OFF-SITE BYPRIVATE CONTRACTORS




HT

5.00

HYDRO TRANSFORMERW/ 2.16m x 3.98mCONC. PAD

4.50

2.00

HYDRO TRANSFORMERW/ 2.16m x 3.98mCONC. PAD

10.0

0

45.37

REFER TO TRAFFIC FORCURB INFORMATION

22.32FH

FH14.86

3 BR

(bldg 'B' Only)

No. DATEREVISION

DATE: CHECKED:

PROJECT No. DRAWING No.

DRAWN BY: SCALE:

OWNERS INFORMATION:

ISSUED DATENo.

BALDASSARRAArchitects Inc.

30 Great Gulf Drive, Unit 20 | Concord ON | L4K 0K7T. 905.660.0722 | www.baldassarra.ca

772 WinstonChurchill Blvd.Oakville, Ontario

SITE PLAN

FEB. 2021 HP 1:1000

O: 2105 A-1.0

1 ISSUED FOR COORDINATION MAR. 302021

2 ISSUED FOR SPA APR. 92021

Documents

KEY MAP ROYAL WINDSOR DRIVE WINSTON CHURCHILL BLVD …