for lease - panattoni canada · 2020. 5. 29. · design loads and/ or combinations of, (if shown)...

For more information, please contact:

The information contained herein was obtained from sources deemed reliable and is believed to be true; it has not been verified and as such, cannot be warranted nor form any part of any future contract.

OCCUPANCY Q1 2021

FOR LEASEUP TO 630,000 SF

A C C E S S I B L EHIGHWAY

401C L E A R H E I G H TUP TO 40’

Eva DestunisPrincipal | Sales [email protected]

James WagstaffSales [email protected]

Ryan Hood SIOR

Principal | Sales [email protected]

T R A I L E R P A R K I N G

1121 & 1147THORNTON RD SO S H A W A / O N T A R I O

INDUSTRIAL SPACE FOR LEASE

UP TO 630,000 SF / OCCUPANCY Q1 2021

Building 1410,588 sf

Building 2220,674 sf

Demisable to 100,000 sf

units

TO SUIT

Building 158 TL2 DI

Building 228 TL2 DI

30GI

General Industrial

Q12021

BUILDING AREA OFFICE AREA SHIPPING TRAILER PARKING ZONING POSSESSION

UP TO40’

CLEAR HEIGHT



SITE PLAN

BUILDING 1

BUILDING 2


INTERSECTION Thornton Rd. S. and Wentworth St. W.

TOTAL AREA Building 1 – 410,588 sfBuilding 2 – 220,674 sf

OFFICE AREA To Suit

CLEAR HEIGHT Building 1 – 40’ under joistBuilding 2 – 36’ under joist

SHIPPING Building 1 – 58 TL / 2 DIBuilding 2 – 28 TL / 2 DI

DOCK EQUIPMENT 45,000 lbs manual dock levelers (6’x8’)

BAY SIZE 54’ x 50’ - Marshalling Bay Depth of 60’

WAREHOUSE LIGHTING High Efficiency LED Lighting Throughout

WENTWORTH ST W

THO

RNTO

N RD

S


T H E P R O P E R T Y

ELECTRICAL Building 1 – 2,500 AmpsBuilding 2 – 1,200 Amps

HEATINGSYSTEM Gas Fired Industrial Air Heaters

SPRINKLERS ESFR

CAR PARKING Building 1 – 246 stallsBuilding 2 – 134 stalls

SLAB 8” thick - Steel Fiber Reinforced

TRAILERPARKING 30 total for site

RENTAL RATE Speak to Listing Agents

TMI $2.95 psf (estimated)

BUILDING 1

BUILDING 2



PA L L E T C A PA C I T Y V S . C L E A R H E I G H T

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

Pallet Per Bay = 14

Total Pallet Count = 81,300Pallet Per Bay = 10

Total Pallet Count = 58,000

THORNTON LARGE vs 36' and 32' Clear

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

Pallet Per Bay = 12


60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

Pallet Per Bay = 12


Pallet Per Bay = 10


THORNTON SMALL vs 32' Clear

1. Design loads and/ or combinations of, (if shown) are in accordance to CSA 344.2/05(R2011), ANSI MH16.1-2012 (RMI) , CSA S16.1-14 or CSA S136-12, as applicable.Certification is limited to the structural design of the steel storage system only, as per thisdrawing.

2. All welds & dimensions are in imperial (SI) units. All welding is in accordance to CSAW47.1-09 (R2014) and W59-13.

3. Bolting material shall conform to ASTM A325-14 or SAE Gr.5; Torque to ASTM A325,Sec.23.6.

4. Anchor material shall conform to ASTM A307-14.5. Plate material shall conform to CSA G40.21-136. Structural material shall conform to CSA G40.21-13.7. Cold formed material shall conform to ASTM 10118. Gauge material shall conform to ASTM 1011

Design Notes Installation Notes1. Work area must be clear, broom cleaned and well lit for installation to proceed, 120V power

receptacle nearby.2. Access to a substantially large lay down and set up area is required.3. Material staging area adjacent to the work site is required.4. All materials to be installed as per layout and elevation drawing provided, any changes must be

marked on drawings and submitted to NAS for revision.5. Material is powder coated and shipped immediately on tarpaulin covered trucks to site, therefore

any dust and/ or debris on the storage systems are the responsibilities of other to remove.6. Anchors and bolts must conform to drawing.7. Every beam connector to have safety pin, or spring clip, or 5

16"D N&B installed and fully engaged.8. Erection of the racking system should be by a professional rack erection company that is familiar

with the design & assembly of the shown system.

Slab Notes1. NAS assumes absolutely no responsibility:

- for the design and construction of the floor slab and foundation.- the floor slab is assumed to be level within 18" in 10'-0" non-cumulative- for any equipment installed within the floor slab such as electrical cables, piping, heaters, etc.

2. Column base plates are designed not to exceed the allowable bearing stress of concrete thathas a minimum compressive strength of 2500 p.s.i. @ 28 days. Floors must be designed bythe contractor to adequately resist all reaction loads by the storage system's columns.

3. If anchors are installed within 90 days of the slab pour, they should be re-torqued after the 90days.

4. Shimming that is required due to floor conditions must be specified. Multiple shims should bewelded to the frame footplates. Extreme areas may require longer anchors for properembedment.

1. Rack frame allowable load capacity is based on beamlocations and load rail uniformly distributed loading asshown in the elevations. Capacities shown are based onnew components only.

2. Any modifications of size or location of components shallrevise the maximum permissible design load indicated.Repair or replace any damaged components contact theNAS representative for complete revised drawing

3. Customer is recommended to display signage indicatingmaximum permissible design load in a prominentunobstructed viewing position.

Maximum Permissible Design Load of Rack General NotesNAS assumes absolutely no responsibility:- for the building structure or components attached from the storage

system to the building.- for any load and force reactions between the storage system and the

building (this is solely the customer's own design and liability).- any building permits, licenses or fees.- fire and sprinkler protection per the governing judicial authority.- for the design and construction of the floor slab and foundation.

Customer to ensure storage at the ground level does not prohibit accessto any exits or main aisles as required by applicable fire and buildingcodes.

Rev. Date By Description

NORTH AMERICAN STEEL

Title:

Dwg. No :

www.northamericansteel.ca Tel: (905) 668-3300

Sheet:

40' clear Height vs. 36' and 32' Building with Skid Counts

XXX, Rev 0 1 of 1

Project

Customer App'd.

Initial:

Date:

Date:

Designed by:

Reviewed by:

Panattoni

--

--

1121 THORNTON ROAD SOUTH

BUILDING 1

40’CLEAR

PALLET PER BAY = 14TOTAL PALLET COUNT = 81,300



36’CLEAR 32’

CLEAR


60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

Pallet Per Bay = 14

Total Pallet Count = 81,300Pallet Per Bay = 10


THORNTON LARGE vs 36' and 32' Clear

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

Pallet Per Bay = 12


60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

60" MAX HIGH

40" FACE x 48" DEEP

Pallet Per Bay = 12


Pallet Per Bay = 10


THORNTON SMALL vs 32' Clear











Slab Notes1. NAS assumes absolutely no responsibility:

- for the design and construction of the floor slab and foundation.- the floor slab is assumed to be level within 18" in 10'-0" non-cumulative- for any equipment installed within the floor slab such as electrical cables, piping, heaters, etc.

2. Column base plates are designed not to exceed the allowable bearing stress of concrete thathas a minimum compressive strength of 2500 p.s.i. @ 28 days. Floors must be designed bythe contractor to adequately resist all reaction loads by the storage system's columns.












Title:

Dwg. No :


Sheet:

40' clear Height vs. 36' and 32' Building with Skid Counts

XXX, Rev 0 1 of 1

Project

Customer App'd.

Initial:

Date:

Date:

Designed by:

Reviewed by:

Panattoni

--

--


PA L L E T C A PA C I T Y V S . C L E A R H E I G H T


36’CLEAR 32’

CLEAR


BUILDING 2




R A C K I N G L AYO U T – PA L L E T C A PA C I T Y

14x

14x

8a

8a

22

22

2

2

JJ

21

21

20

20

19

19

18

18

17

17

16

16

15

15

14

14

13

13

12

12

11

11

10

10

9

9

8

8

7

7

6

6

5

5

AA

BB

CC

DD

EE

3

3

GG

HH

FF

4

4

1

1

THORNTON LARGE - 81,300 Pallets











Slab Notes1. NAS assumes absolutely no responsibility: - for the design and construction of the floor slab and foundation. - the floor slab is assumed to be level within 18" in 10'-0" non-cumulative - for any equipment installed within the floor slab such as electrical cables, piping, heaters, etc.2. Column base plates are designed not to exceed the allowable bearing stress of concrete that

has a minimum compressive strength of 2500 p.s.i. @ 28 days. Floors must be designed bythe contractor to adequately resist all reaction loads by the storage system's columns.












Title:

Dwg. No :


Sheet:

Thornton Large

XXX, Rev 0 1 of 1

Project

Customer App'd.

Initial:

Date:

Date:

Designed by:

Reviewed by:

Panattoni

--

--


81,300 PALLETS


6a

6a

‎1

‎1

2 ‎

2 ‎

3 ‎

3 ‎

4 ‎

4 ‎

5 ‎

5 ‎

6 ‎

6 ‎

7 ‎

7 ‎

8 ‎

8 ‎

9 ‎

9 ‎

10 ‎

10 ‎

11 ‎

11 ‎

12 ‎

12 ‎

H‎H ‎

G ‎G ‎

F‎F‎

E‎E ‎

D‎D ‎

‎ C‎ C

B‎B ‎

‎ A‎A

THORNTON SMALL - 36,600 Pallets











Slab Notes1. NAS assumes absolutely no responsibility: - for the design and construction of the floor slab and foundation. - the floor slab is assumed to be level within 18" in 10'-0" non-cumulative - for any equipment installed within the floor slab such as electrical cables, piping, heaters, etc.2. Column base plates are designed not to exceed the allowable bearing stress of concrete that

has a minimum compressive strength of 2500 p.s.i. @ 28 days. Floors must be designed bythe contractor to adequately resist all reaction loads by the storage system's columns.












Title:

Dwg. No :


Sheet:

Thornton Small

XXX, Rev 0 1 of 1

Project

Customer App'd.

Initial:

Date:

Date:

Designed by:

Reviewed by:

Panattoni

--

--


R A C K I N G L AYO U T – PA L L E T C A PA C I T Y


36,600 PALLETS

HIGHWAY

400

HIGHWAY

427HIGHWAY

407HIGHWAY

410

HIGHWAY

401

HIGHWAY

403

QEW

HIGHWAY

401

HIGHWAY

401

HIGHWAY

401HIGHWAY

409

HIGHWAY

404

HIGHWAY

407

BIRCHM

OU

NT AVEN

UE

KENN

EDY RO

AD

WO

OD

BINE AVEN

UE

YORK 12

YORK D

URH

AM

LINE

WESTN

EY ROA

D

REGIO

NA

L ROA

D 23

LAKE RID

GE RO

AD

HA

RWO

OD

AVE

BROCK STREET SO

UTH

THICKSO

N RO

AD

STEVENSO

N RO

AD

N

HA

RMO

NY RO

AD

S

ZION

ROA

D

COU

RTICE ROA

D

RITSON

ROA

D S

PARK RO

AD

S

BALD

WIN

STR

EET

S

BROCK RO

AD

ALTO

N RO

AD

WH

ITES ROA

D N

ORTH

MID

LAN

D AVEN

UE

WA

RDEN

AVENU

E

MCCO

WA

N RO

AD

NELSO

N RO

ADSHEPPARD AVENUE

14TH AVENUE

TAUNTON ROAD

TAUNTON ROAD

ROSSLAND ROAD WEST

16TH AVENUE

HIGHWAY 7

HIGHWAY 7WINCHESTER RD E

REGIONAL ROAD 3

HIGHWAY 20

HIG

HW

AY 57

HIG

HW

AY 35

HIGHWAY 7

MAJOR MACKENZIE DRIVE EAST

MAIN STREET

CENTRAL STREET DURHAM 5 MYRTLE ROAD WEST

JOHN STREET

CENTRE STREET

LANGSTAFF ROAD

RUTHERFORD ROAD

FINCH AVENUE WEST

SHEPPARD AVENUE WEST

WILSON AVENUE

DUPONT STREET

QUEEN STREET WEST

LAKE SHORE BOULEVARD EAST

LAKE SHORE BOULEVARD WEST


DUNDAS STREET EAST

UPPER MIDDLE ROAD

MEA

DO

WVA

LE ROA

D

ELLESMERE ROAD

VICTORIA STREET BLOOR STREET E

KINGSTON ROAD W DUNDAS STREET W KING STREET EREGIONAL HIGHWAY 2

BLOOR STREET E

BAYLY STREET

LAWRENCE AVENUE EAST

EGLINTON AVENUE EAST

DANFORTH ROAD

O’CONNOR DRIVE

BLOOR STREET EAST

KINGSTON ROAD

FINCH AVENUE EAST

MA

RKHA

M RO

AD

MORNINGSIDE AVENUE

VICTORIA

PARK AVEN

UE

DO

N M

ILLS ROA

D

LESLIE ROA

D

BAYVIEW AVEN

UE

BAYVIEW AVEN

UE

JARVISTREETKEELE STREET

KEELE STREET

KIPLING

AVENU

E

ISLING

TON

AVENU

E

ROYA

L YORK RO

AD

MA

RTIN G

ROVE RO

AD

BRAMALEA ROAD

WEST DRIVE

DIXIE ROAD

AIRPORT RO

AD

HUMBERW

EST PARKWAY

KENNEDY ROAD

TORBRAM

ROAD

THE GORE RO

AD

MAIN STREET

HURONTARIO

STREET

MAVIS RO

AD

CHINGUACOUSY ROAD

MCLAUGHLIN ROAD

ERIN MILLS PARKW

AY

MISSISSAUGA ROAD

TRAFALGAR ROAD

THIRD LINE

BRONTE ROAD

FORD

DORVAL DRIVE

BOULEVARD

SPEERS ROAD

WESTOAK TRAILS

REBECCA STREET

CORNWALL ROAD

KERR STREET

WINSTO

N CHURCHILL BOULEVARD

TOM

KEN ROAD

BLOOR STREET

EASTGATE PARKWAY

CENTRAL PARKWAY

DERRY ROAD EAST

DERRY ROAD WEST

DERRY ROAD

WILLIAMS PARKWAYQUEEN STREET

CASTLEMORE ROAD

BOVAIRD DRIVE

SANDALWOOD PARKWAY

MAYFIELD ROAD

COUNTRYSIDE DRIVE

KING STREET

KING ROAD

STOUFFVILLE ROAD

TESTON ROADTESTON ROAD

DUNDAS STREET EAST

QUEENSWAY EAST

BURNHAMTHORPE ROAD

EGLINTON AVENUE

BRITANNIA ROAD WEST

STEELES AVENUE WEST

JAN

E STREET

JAN

E STREET

SCARLETT RO

AD

YON

GE STREET

YON

GE STREET

DU

FFERIN STREET

ALLEN

ROA

D

BATHU

RST STREET

BATHU

RST STREET

REXDALE BOULEVARD

ALBION ROAD

ALBIO

N VAU

GH

AN

ROA

D

HIG

HW

AY 50

HIGHWAY 50

STEELES AVENUE WEST STEELES AVENUE EAST

DRIVE



LOCATION

JUST MINUTES TO HIGHWAY 401

1121 & 1147 Thornton Road South is located near the south west corner of Stevenson Road South and Wentworth Street West. It is located just minutes from Highway 401 providing easy access to amenities and other 400 series highways.

DISTANCE

HIGHWAY 401 3.2 KM(5 minutes)


HIGHWAY 404 41 KM(27 minutes)


DOWNTOWN CORE 56 KM(40 minutes)

CN INTERMODAL TERMINAL 80.3 KM(48 minutes)

CP INTERMODAL TERMINAL 84.3 KM(59 minutes)

TORONTO PEARSON INTERNATIONAL AIRPORT

65.4 KM(50 minutes)


RonaldInche Dr

302

Orm

ond Dr

310

407C

410

922

414

405

417

402

401C

401B

301

81

81

312

301

312

304

312

303

305409

915+

915B,C,D

915,C,D915+

303

304312

90

401

401

305

922

922922

922

410

409

408

409

90

405

406

910

403

412

414

411

412

950+

401+407+

407+

910

407+

910

308

308C

308+

308+

910

910

408

916C

916

916+

916+916+

915915D

915915B915C

915915D

915915C

Gord

on S

t

Beatrice St E

Tow

nlin

e Rd

S

NRd

Park

Garr

ard

Rd

StWentworth

ESt

Victoria

Boun

dary

Rd

King St E

Wils

on R

d N

MMeeadowglade Rd

Wentworth St WWStWentworth

Beatrice St E

Stev

enso

n Rd

N

Sout

h Bl

air S

t

RdTr

ulls

Consumers Dr

Trul

ls R

d

StElm

Park

Rd

S

St N

Cent

re

StGibb

EStWentworth

Conlin Rd E

Megaw

Simcoe St S

Harm

ony

Rd N

Kend

alw

ood

Rd

WRdRossland

Coro

natio

n Rd

Rossland Rd E

Taunton Rd W

SSt

Bald

win

Thic

kson

Rd

N

Wils

on R

d S

Wils

on R

d S

WAvAdelaide

WStBloor

401

Hwy

Hwy 401

Burns St W

Anne

s St

Conlin Rd E

Pebblestone Rd

RdPr

esto

nval

e

Taunton Rd E

Thor

nton

Rd

N

Burns St E

AvMurrayPhillip

Hopk

ins

St

Cent

re S

t S

Victoria St W

StCo

chra

ne

Fare

wel

l St

ESt

Bloor

Taunton Rd E

EAv

Adelaide

RdManning

Cour

tice

Rd

Dundas St E

St WBeatrice

Ande

rson

St

SRd

Harm

ony

Twin

Taunton Rd W

StWater

NSt

Sim

coe

Dundas St W

NRd

Rits

o n

Conlin Rd

NSt

Simcoe

Thic

kson

Rd

S

Tow

nlin

e Rd

N

Gran

dvie

w S

t N

Park

Rd

S

SRd

Thor

nton

WRdRossland

Concession Rd 6

ERdRossland

Av

Olive Av

Champlain AvRd

Mea

dowglade

RdHarbour

Rits

on R

d S

King St W

Tow

nlin

e Rd

S

Bloor St

DrNi

chol

sRoy

Ct

Stillwater

AvWalter

AvJa sper

Glenview Av

Vw

Civic

Cr

Sedan

Byng Av

Ct

Noel

CrRu

shlands

Cow

ling

StGo

rdon

Pres

tonv

ale

Rd

Benj

amin

Wy

CrM

cRob

erts

Cr

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HARMONYTERMINALHARMONYTERMINAL

UOIT/DCNORTH CAMPUS

UOIT/DCNORTH CAMPUS

OSHAWA CENTRETERMINAL

OSHAWA CENTRETERMINAL

TRENTUNIVERSITYTRENTUNIVERSITY

WHITBYSTATIONWHITBYSTATION

DURHAMCOLLEGEDURHAMCOLLEGE

OSHAWASTATIONOSHAWASTATION

LakeridgeHealth Oshawa

506

501

502

501

90

90 Concession St W

WStKing

Scug

og S

t

Concession Rd 3

Baseline Rd E

Mea

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Bowmanville

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Taunton Rd

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414

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411

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405

407+Athol St E

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King St W

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Downtown Oshawa

506

506

90

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King Av E

Nort

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Robert St W

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Heritage

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St

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Bluffs Rd

Whee l house

Stee

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Fairway Dr

Dr

Milligan St CaldwellCr

Rosemeadow CrCarveth Cr

Port

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Beacham Cr

Clarke St

Hwy 35 & 115

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McDonaldCr

St

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George St E

Driftwood

Lakebreeze Dr

Ln

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NEWCASTLECARPOOL LOTNEWCASTLE

CARPOOL LOT

Newcastle

81

302

310

Carnwith Dr E

Winchester Rd E

Ashb

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AvSymington

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Ct

Ct

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To Ajax Station

To Pickering Parkway Terminal

To U of TScarborough

To Brooklin (Route 302) /Beaverton (Route 81)

see Inset on left

N

To Whitby StationTo UOIT /

DC North Campus

To Beaverton

To Newcastle

To OshawaStation

To Orono

To OshawaStation

ToBowmanvillePark & Ride

To Bowmanville Park & Ride

To Newcastle

To Orono

To Brooklin (Route 310) / Uxbridge (Route 950)


DURHAM REGIONAL TRANSIT

HIGHWAY

400

HIGHWAY

427HIGHWAY

407HIGHWAY

410

HIGHWAY

401

HIGHWAY

403

QEW

HIGHWAY

401

HIGHWAY

401

HIGHWAY

401HIGHWAY

409

HIGHWAY

404

HIGHWAY

407

BIRCHM

OU

NT AVEN

UE

KENN

EDY RO

AD

WO

OD

BINE AVEN

UE

YORK 12

YORK D

URH

AM

LINE

WESTN

EY ROA

D

REGIO

NA

L ROA

D 23

LAKE RID

GE RO

AD

HA

RWO

OD

AVE

BROCK STREET SO

UTH

THICKSO

N RO

AD

STEVENSO

N RO

AD

N

HA

RMO

NY RO

AD

S

ZION

ROA

D

COU

RTICE ROA

D

RITSON

ROA

D S

PARK RO

AD

S

BALD

WIN

STR

EET

S

BROCK RO

AD

ALTO

N RO

AD

WH

ITES ROA

D N

ORTH

MID

LAN

D AVEN

UE

WA

RDEN

AVENU

E

MCCO

WA

N RO

AD

NELSO

N RO

ADSHEPPARD AVENUE

14TH AVENUE

TAUNTON ROAD

TAUNTON ROAD

ROSSLAND ROAD WEST

16TH AVENUE

HIGHWAY 7

HIGHWAY 7WINCHESTER RD E

REGIONAL ROAD 3

HIGHWAY 20

HIG

HW

AY 57

HIG

HW

AY 35

HIGHWAY 7

MAJOR MACKENZIE DRIVE EAST

MAIN STREET

CENTRAL STREET DURHAM 5 MYRTLE ROAD WEST

JOHN STREET

CENTRE STREET

LANGSTAFF ROAD

RUTHERFORD ROAD

FINCH AVENUE WEST

SHEPPARD AVENUE WEST

WILSON AVENUE

DUPONT STREET

QUEEN STREET WEST

LAKE SHORE BOULEVARD EAST



DUNDAS STREET EAST

UPPER MIDDLE ROAD

MEA

DO

WVA

LE ROA

D

ELLESMERE ROAD

VICTORIA STREET BLOOR STREET E

KINGSTON ROAD W DUNDAS STREET W KING STREET EREGIONAL HIGHWAY 2

BLOOR STREET E

BAYLY STREET

LAWRENCE AVENUE EAST

EGLINTON AVENUE EAST

DANFORTH ROAD

O’CONNOR DRIVE

BLOOR STREET EAST

KINGSTON ROAD

FINCH AVENUE EAST

MA

RKHA

M RO

AD

MORNINGSIDE AVENUE

VICTORIA

PARK AVEN

UE

DO

N M

ILLS ROA

D

LESLIE ROA

D

BAYVIEW AVEN

UE

BAYVIEW AVEN

UE

JARVISTREETKEELE STREET

KEELE STREET

KIPLING

AVENU

E

ISLING

TON

AVENU

E

ROYA

L YORK RO

AD

MA

RTIN G

ROVE RO

AD

BRAMALEA ROAD

WEST DRIVE

DIXIE ROAD

AIRPORT RO

AD

HUMBERW

EST PARKWAY

KENNEDY ROAD

TORBRAM

ROAD

THE GORE RO

AD

MAIN STREET

HURONTARIO

STREET

MAVIS RO

AD

CHINGUACOUSY ROAD

MCLAUGHLIN ROAD

ERIN MILLS PARKW

AY

MISSISSAUGA ROAD

TRAFALGAR ROAD

THIRD LINE

BRONTE ROAD

FORD

DORVAL DRIVE

BOULEVARD

SPEERS ROAD

WESTOAK TRAILS

REBECCA STREET

CORNWALL ROAD

KERR STREET

WINSTO

N CHURCHILL BOULEVARD

TOM

KEN ROAD

BLOOR STREET

EASTGATE PARKWAY

CENTRAL PARKWAY

DERRY ROAD EAST

DERRY ROAD WEST

DERRY ROAD

WILLIAMS PARKWAYQUEEN STREET

CASTLEMORE ROAD

BOVAIRD DRIVE

SANDALWOOD PARKWAY

MAYFIELD ROAD

COUNTRYSIDE DRIVE

KING STREET

KING ROAD

STOUFFVILLE ROAD

TESTON ROADTESTON ROAD

DUNDAS STREET EAST

QUEENSWAY EAST

BURNHAMTHORPE ROAD

EGLINTON AVENUE

BRITANNIA ROAD WEST

STEELES AVENUE WEST

JAN

E STREET

JAN

E STREET

SCARLETT RO

AD

YON

GE STREET

YON

GE STREET

DU

FFERIN STREET

ALLEN

ROA

D

BATHU

RST STREET

BATHU

RST STREET

REXDALE BOULEVARD

ALBION ROAD

ALBIO

N VAU

GH

AN

ROA

D

HIG

HW

AY 50

HIGHWAY 50

STEELES AVENUE WEST STEELES AVENUE EAST

DRIVE

150+RESTAURANTS & COFFEE SHOPS

11BANKS

14HOTELS

14GAS STATIONS

200+RETAIL STORES



AREA AMENIT IES

HIGHWAY

401• BEST BUY• THE HOME DEPOT• JYSK• MARK’S WAREHOUSE• BEST BUY• BURGER KING• HOMESENSE• LEON’S FURNITURE

• STARBUCKS• LANDMARK CINEMAS• JACK ASTORS’S BAR

& GRILL• MILESTONES• CHUCK E CHEESE• THE BRICK• LASER QUEST• WHITBY

ENTERTAINMENT CENTRUM

• STARBUCKS• SWISS CHALET• FIVE GUYS• MC DONALD’S• RBC• SLEEP COUNTRY• CIBC• MOORE’S• OSHKOSH B’GOSH• LOWE’S• SAIL

• QUALITY SUITES• TRAVELODGE

• COMFORT INN• BEST WESTERN

• LITTLE CAESARS PIZZA

• MR. BURGER• HALIBUT HOUSE

FISH & CHIPS• PITA LAND



UP TO 630,000 SF / OCCUPANCY Q1 2021

Eva DestunisPrincipal | Sales [email protected]

James WagstaffSales [email protected]

Ryan Hood SIOR

Principal | Sales [email protected]

For more information, please contact:

The information contained herein was obtained from sources deemed reliable and is believed to be true; it has not been verified and as such, cannot be warranted nor form any part of any future contract.

Avison Young Commercial Real Estate (Ontario) Inc., Brokerage55 Commerce Valley Drive West, Suite 501, Mailbox #7, Markham, ON L3T 7V9T 905.474.1155 F 905.886.5744 www.avisonyoung.ca

ACCESSIBLE

HIGHWAY

401

CLEAR HEIGHT

36’ & 40’

TRAILER PARKING

UP TO40’

CLEAR HEIGHT

for lease - panattoni canada · 2020. 5. 29. · design loads and/ or combinations of, (if shown)...

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