south shore · 2018-08-13 · 6. burger king 7. canada post 8. browns social house 9. save on foods...

8 BOUTIQUE UNITS STARTING FROM 6,427 SQ.FT. - 52,347 SQ.FT.COMPLETION: JUNE 2019

FOR SALE: BRAND NEW INDUSTRIAL STRATA WAREHOUSE

SOUTH SHOREB u s i n e s s c e n t r e1 1 6 1 1 N O . 5 R O A D , R I C H M O N D

Joel BarnettPersonal Real Estate Corporation [email protected] 662 5570

Steve BrookePersonal Real Estate Corporation [email protected] 662 5147

SOUTH STREETDEVELOPMENT GROUP

SOUTHSTREETDEVELOPMENT GROUP

THE RIVERSIDE INDUSTRIAL PARK11611 NO.5 ROAD, RICHMOND, B.C.

The property sits in the heart of Riverside Industrial Park in South Richmond. This highly convenient location is situated seconds

away from the intersection of Steveston Highway and Highway 99 to Vancouver and the U.S border crossing. Occupants will enjoy

convenient access to public transit routes along No. 5 Road and Steveston Highway that connect directly to downtown Richmond

and the Canada Line SkyTrain. Occupants will also benefit from the nearby Ironwood Plaza with over 35 unique retail stores,

restaurants, banks and other services.

NEARBY BUSINESSES AND AMENITIES :

EFFICIENT ACCESS TO ALL AREAS OF METRO VANCOUVER:

12 MINTO RICHMOND CENTRE 15

MINTO YVR AIRPORT 20

MINTO DELTAPORT GCT 25

1. TD Canada Trust

2. Cora Restaurant

3. Nando’s Coppersmith

4. Canadian Tire

5. Tim Hortons

6. Burger King

7. Canada Post

8. Browns Social House

9. Save On Foods

10. Boston Pizza

11. Mcdonalds

12. London Drugs

13. Petro Canada

14. Chevron

15. Starbucks

16. Richmond Public Library

17. River Road Sports Club

18. The Keg Steak House

19. Loblaws City Market

20. Anytime Fitness

21. BMO Bank of Montreal

22. Fresh Slice Pizza

23. Ichigo Ichie Ramen

24. Shawarma Palace

25. Taco Del Mar

26. Pho Ten

27. Original Joe’s

28. CIBC

12

34

57

68

9

10

20

11

12

14

13

19

21

15

17

2818

2726

2524

2223

16

NO.5 ROAD

11611 No.5 Road

STEVESTON HIGHWAY

HIGHWAY 99 NORTH TO VANCOUVER -->

<-- HIGHWAY 99 SOUTH TO U.S.

MINTO CAN/USA BORDER CROSSING

SHELL ROAD

DYKE TRAIL

BUILDING HIGHLIGHTS

• Modern insulated concrete tilt - up panel construction

• Energy efficient building design allows for a “green” facility

with reduced operating costs

• Ample glazing allowing an abundance of natural light.

• Modern architctual design offers strong corporate image

TOTAL PARKING

• 59 parking stalls + 8 loading areas

INTERIOR BUILDING FEATURES

• 26’ clear ceiling height

• 8 grade loading doors (12’ Width x 14’ Height), 1 per unit

• ESFR Sprinkler System

• High efficiency LED lighting system

• 100 amp / 600 volt, 3-phase electrical service per unit

• 500 lbs per square foot floor load rating

• EPDM roof membrane with R15 insulation

• Structural/steel and concrete on second floor

• Rough-in plumbing for washrooms

UNIT MAIN FLOOR SECOND FLOOR TOTAL SF PARKING PRICE

110 5,044 SQ.FT 2,286 SQ.FT. 7,330 SQ.FT 8 $3,115,250

120 5,260 SQ.FT 1,167 SQ.FT. 6,427 SQ.FT 7 $2,667,205

130 5,260 SQ.FT 1,167 SQ.FT. 6,427 SQ.FT 7 FIRM OFFER


150 5,260 SQ.FT 1,167 SQ.FT. 6,427 SQ.FT 7 $2,570,800




BUILDING SPECIFICATIONS11611 NO.5 ROAD, RICHMOND, B.C.

ZONING:

IB1 (Industrial Business Park Zoning) allows for a wide range of general industrial uses, including storage, manufacturing, and stand-alone office.

SITE SIZE:

1.88 acres

EXPECTED COMPLETION DATE

JUNE 2019

NO

. 5 R

OA

D

6'-0

"

1 9

A

E

2'-6"PL

2'-6

"P

L

20'-3

"

100'

-0"

125'

-61 2"

4'-11"9'-10"

424'-0"

18'-4

" TY

P.

STA

ND

AR

D

24'-7

1 2"

AIS

LE W

IDTH

23'-4

"S

IDE

WA

LK

16'-4

1 2"

46'-10" 26'-112" 4'-3" 26'-11

2" 49'-6"26'-112"

2'-1

"

49'-6" 46'-10" 4'-3" 24'-7

1 2"

3 6 9

59

18'-4

"

47

4'-3"

23

26

53

STUB

STUB

26'-112" 4'-3" 26'-11

2"

12 15

26'-112" 4'-3" 26'-11

2"

18 21

47'-3

"

8'-812"

TYP.

22'-4"

10'-3

"

24'-712"

AISLE WIDTH

29'-0"

2'-6" OVERHANG2'-6

"

2'-6

" OV

ER

HA

NG

14'-0"SMALL CAR

w/ OVERHANG

2'-6"

170'

-51 2"

38'-712"

47'-3

"

PMT

H

66'-5

" SE

TBA

CK

53'-6" SETBACK

100'

-0"

CB

CB

RETAINING WALL C/W GUARDRAIL

23'-8

"R

ETA

ININ

G W

ALL

15'-6

"G

UA

RD

RA

IL

15'-2"

3"PL

LOA

DIN

G

LOA

DIN

G

LOA

DIN

G

LOA

DIN

G

LOA

DIN

G

LOA

DIN

G

LOA

DIN

G

LOA

DIN

G

22'-0"

SCREENEDREFUSE

24 29 34 40 42 43 44 453027

48

54

1 4 7 10 13 16 19 22

32 33 3635 37 39SC SC SC SC SCSC SC SC SC SC SC SC SC SCSC SC SC SC

SCSC SC SC SC SC SC

SITE PLAN1A101 SCALE: 1"-0" = 20'- 0"

POWER OPERATORCONTROLS THIS LEAF ONLY

JAMB BUTTON (ENTER) FORACCESSIBLE POWER OPERATOR

ACCESSIBLE POWER OPERATOROVER (HOUSING TO EXTEND FULLWIDTH OF DOOR)

JAMB BUTTON (EGRESS)FOR ACCESSIBLE POWEROPERATOR

EXIT EXIT EXIT EXIT

UPUP

EPDM ROOF MEMBRANE- R 15 TYPE 1 POLYSTYRENE RIGID BOARD

INSULATION (2 LAYERS STAGGERED)- 6 MIL POLY AIR/VAPOUR BARRIER

WITH TAPED JOINTS AND PERIMETER SEAL- STEEL DECK (PER STRUCTURAL)- OWSJ & BEAMS (PER STRUCTURAL)

2HR FIRE SEPARATION

10'-8"

W2

DRAWING NUMBER

DIRECTORY:

SCALE:

DRAWN:

TITLE:

VERSION

FILE:

CHECKED:

MAIN FLOOR PLAN

AS NOTED

IS JK

1704 - CBRE - Multi-Tenant Bldg

1704A200

1704 A201 4

ARCHITECTURE AND ENGINEERING101 - 925 WEST 8TH AVENUEVANCOUVER, B.C. V5Z 1E4

A PARTNERSHIP OF LIMITED COMPANIESCIARAN J. DEERY, P.ENG - JOHN E. KRISTIANSON, ARCHITECT A.I.B.C.

Written dimensions shall take precedence over scaleddimensions. The General Contractor shall verify alldimensions, datum and levels prior to commencement ofwork. All errors and omissions shall be reported immediatelyto CTA Design Group. Do not proceed with any work until inpossession of "FOR CONSTRUCTION" drawings.

Copyright reserved. This drawing shall at all times remainthe exclusive property of CTA Design Group and may not bereproduced or altered without written consent of CTA DesignGroup.

[email protected]: 604 736-2554FAX: 604 732-7451www.ctadesign.net

NEW BUILDING

11611 NO. 5 ROAD,RICHMOND,

BRITISH COLUMBIA

E

PARTIAL PLAN - ELEC. & MECH. ROOMS3A201 SCALE: 1/4" = 1'-0"

A

9

TYPICAL ACCESSIBLE POWER OPERATOR DETAIL2A201 SCALE: 1/2" = 1'-0"





EXIT EXIT EXIT EXIT

UPUP




2HR FIRE SEPARATION

10'-8"

W2

DRAWING NUMBER

DIRECTORY:

SCALE:

DRAWN:

TITLE:

VERSION

FILE:

CHECKED:

MAIN FLOOR PLAN

AS NOTED

IS JK


1704A200

1704 A201 4






NEW BUILDING


BRITISH COLUMBIA

E


A

9






EXIT EXIT EXIT EXIT

UPUP




2HR FIRE SEPARATION

10'-8"

W2

DRAWING NUMBER

DIRECTORY:

SCALE:

DRAWN:

TITLE:

VERSION

FILE:

CHECKED:

MAIN FLOOR PLAN

AS NOTED

IS JK


1704A200

1704 A201 4






NEW BUILDING


BRITISH COLUMBIA

E


A

9






EXIT EXIT EXIT EXIT

UPUP




2HR FIRE SEPARATION

10'-8"

W2

DRAWING NUMBER

DIRECTORY:

SCALE:

DRAWN:

TITLE:

VERSION

FILE:

CHECKED:

MAIN FLOOR PLAN

AS NOTED

IS JK


1704A200

1704 A201 4






NEW BUILDING


BRITISH COLUMBIA

E


A

9






100'

-0"

1 2 3 4 5 6 7 8 9

A

E

53'-0" 53'-0" 53'-0" 53'-0" 53'-0" 53'-0" 53'-0" 53'-0"

B

C

D

32'-0

"18

'-0"

18'-0

"32

'-0"

424'-0"

2HR FIRE SEPARATION

2HR

FIRE

SE

PA

RA

TION

RWL

RWL

RWL

RWL

EXIT

STEEL BRACINGPER STRUCTURAL

D10

1a

D10

1b

D10

1e

D10

1f

D10

1g

D10

1l

D10

1m

D10

1n

D10

1s

D10

1t

D10

1u

D10

1y

D10

1z

D10

1h

D10

1p

D10

1v

ELEC RM.

MECH RM.

D101c D101k

ANNUNCIATOR

23'-8

"R

ETA

ININ

G W

ALL

15'-7

"G

UA

RD

RA

IL

30'-0"RETAINING WALL

RETAINING WALL TO BE STEPPED DOWNAT 8' FROM THE BUILDING - REFER TOKEYNOTE 15/A101 AND DWG A301

W1

W2W2

W2

W1 W1 W1 W1

EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT

TENANTSPACE

101

D101d D101j D101q D101r D101w D101x

UPUPUPUPUPUPUPUP

DN DN DN DN

EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT

D10

1aa

ASSEMBLY LEGEND

WALL TYPES

W1 TILT-UP CONCRETE PANEL- SCHEDULE FINISH (EXTERIOR)- CONCRETE PANEL PER STRUCTURAL- FIRE RESISTANCE RATING WHERE

NOTED BCBC TABLE D-2.1.1. MINIMUMDESIGNED TILT PANEL THICKNESS: 160mm

W2 TILT-UP CONCRETE 'SANDWICH' PANEL- SCHEDULE FINISH (EXTERIOR)- CONCRETE PANEL PER STRUCTURAL- 3" TYPE 4 EXTRUDED POLYSTYRENE

BOARD INSULATION (R15)- CONCRETE PANEL PER STRUCTURAL- FIRE RESISTANCE RATING WHERE

NOTED BCBC TABLE D-2.1.1. MINIMUMDESIGNED TILT PANEL THICKNESS: 160mm

P1 1HR FIRE SEPARATION:- SCHEDULED FINISH- 5

8" TYPE 'X' GYPSUM WALL BOARD - EACH SIDE- 8" STEEL STUDS @ 16" O.C.

(6" STUDS WHERE NOTED)- FILL STUDS WITH BATT INSULATION- PAINT FINISH- (ULC DESIGN W407)

P2 - SCHEDULED FINISH- 1

2" GYPSUM WALL BOARD EACH SIDE- 35

8" STEEL STUDS @ 16" O.C.- FILL STUDS WITH BATT INSULATION- PAINT FINISH

FLOOR TYPES:

F1 - SEALED CONCRETE FINISH(ASHFORD FORMULA SEALER AS SPECIFIED)- REINFORCED CONCRETE- SLAB ON GRADE PER STRUCTURAL- 6 MIL POLY VAPOUR BARRIER- GRAVEL BASE (PER STRUCTURAL & GEOTECHNICAL)

ROOF TYPES:

R1 - GRAVEL BALLAST - ASTM #3 STONE- EPDM ROOF MEMBRANE- R 15 TYPE 1 POLYSTYRENE RIGID BOARD



2HR FIRE SEPARATION

1HR FIRE SEPARATION

1HR

FIRE

SE

PA

RA

TION

1HR FIRE SEPARATION

1HR FIRE SEPARATION

D103a

D10

4a

ELEC RM.103

MECH RM.104

13'-1

0"3'

-4"

19'-6

"

10'-8"

W1

W1

P1

UNIVERSALWASHROOM

102

P1

P1

W2

9'-9

"9'

-9"TENANT SPACE

101

P1

INSULATED METAL PANEL (IMP)

WALL LEGEND

P2A203

4A402

4A402

AA401

#

DWG #

OFFICE125

INACTIVE LEAF

DOOR NUMBER (BASEDON ROOM NUMBER)

D25

a

DRAWING LEGEND

DOORS (SEE DOOR SCHEDULE FOR DETAILS):

ROOM NUMBER:

BUILDING SECTION:

WALL SECTION:

SECTION ELEVATION:

PLAN DETAIL:

45 MINUTE

R1

W1F1

FIRE SEPARATION WITHRATING:

WALL / FLOOR / ROOF CONSTRUCTION ASSEMBLY (SEE SCHEDULE)

STEEL STUD PARTITIONFILLED W/ BATT INSULATION

CONCRETE TILT PANELPER STRUCTURAL

DRAWING NUMBER

DIRECTORY:

SCALE:

DRAWN:

TITLE:

VERSION

FILE:

CHECKED:

MAIN FLOOR PLAN

AS NOTED

IS JK


1704A200

1704 A201 4

DATENO. REMARKS

PRELIMINARY ISSUES HAVE LETTERS (A, B etc.)WORKING ISSUES HAVE NUMBERS (1, 2 etc.)

REVISIONS HAVE LETTER ADDED (2A, 2B etc.)

1 JULY 19/17 ISSUED FOR BUILDING PERMIT

2 AUG 4/17 REVISED ROOF INSULATION

3 OCT 13/17 ISSUED FOR TENDER

4 NOV 24/17 ISSUED FOR CONSTRUCTION






NEW BUILDING


BRITISH COLUMBIA

CLIENT:

SEAL:NORTH:

CONSULTANT:

MAIN FLOOR PLAN1A201 SCALE: 1/16" = 1'-0"

3A201

E

9


AA401

AA401

1A402

2A402

AA402

AA403A

9


2A201

10A403

BA401

SECOND FLOOR

UNIT 120SL 7

7 PARKING STALLS

UNIT 110SL 8

8 PARKING STALLS

53’-0’’

35’-3’’

30’-

11’’

UNIT 130SL 6

7 PARKING STALLS

UNIT 140SL 5

7 PARKING STALLS

UNIT 150SL 4

7 PARKING STALLS

UNIT 160SL 3

7 PARKING STALLS

UNIT 170SL 2

7 PARKING STALLS

UNIT 180SL 1

7 PARKING STALLS

*Subject to change

SECOND FLOOR

SECOND FLOOR

SECOND FLOOR

SECOND FLOOR

SECOND FLOOR

SECOND FLOOR

SECOND FLOOR





EXIT EXIT EXIT EXIT

UPUP




2HR FIRE SEPARATION

10'-8"

W2

DRAWING NUMBER

DIRECTORY:

SCALE:

DRAWN:

TITLE:

VERSION

FILE:

CHECKED:

MAIN FLOOR PLAN

AS NOTED

IS JK


1704A200

1704 A201 4






NEW BUILDING


BRITISH COLUMBIA

E


A

9






EXIT EXIT EXIT EXIT

UPUP




2HR FIRE SEPARATION

10'-8"

W2

DRAWING NUMBER

DIRECTORY:

SCALE:

DRAWN:

TITLE:

VERSION

FILE:

CHECKED:

MAIN FLOOR PLAN

AS NOTED

IS JK


1704A200

1704 A201 4






NEW BUILDING


BRITISH COLUMBIA

E


A

9


FIRM OFFER FIRM OFFER FIRM OFFER FIRM OFFER FIRM OFFER

FIRM OFFER

FIRM OFFER

FIRM OFFER

FIRM OFFER

FIRM OFFER

ADDITIONAL SPECIFICATIONS11611 NO.5 ROAD, RICHMOND, B.C.

SITE AREAThe proposed site, as scaled from plans, is 1.88 acres (81,836 sq. ft.).

LOADING DOORS1 Grade level loading door per unit, 12’ x 14’, insulated, metal, sectional, electrically operated.

BUILDING AREASBuilding Footprint 42,423 Sq ftMezzanine 11,024 Sq ft

BUILDING COMPONENT HEIGHTSWarehouse 26’ - 0” Underside of JoistGround Floor 9’ – 6” Future T-Bar Ceiling2nd Floor Office 10’ – 0” Future T-Bar Ceiling

ASPHALT PAVING & SURFACING3” asphalt paving on 6” granular base to all heavy vehicle areas2.5” asphalt paving on 6” granular base to all light vehicle areas

LANDSCAPING & IRRIGATIONLandscaping, designed by a Landscape Consultant, to meet municipal specifications.

Automatic Sprinkler irrigation shall be provided in landscaping areas.

CONCRETE FLOORS6” thick reinforced concrete slab on grade on 6” granular material designed for a live load of 500 lbs. per sq.ft. under soils bearing capacities

Slab on grade shall be saw cut. Joints and slab are to be cleaned and standard sealer applied at handover.

METAL ROOFRoof and optional floor metal decking shall be 1 ½” deep, light zinc coated pinned to steel structure.

ROUGH CARPENTRYRough carpentry shall be provided for roof perimeter blocking and rooftop curbs for one (1)roof hatch, future RTU’s.

Backing shall be provided for roof ladders, surface mounted fixtures.Plywood shall be provided to electrical and mechanical room walls as required.

ROOFINGThe roof system shall be R15, Type 1- 6” EPS loose laid insulation, or equivalent; 45-mil EPDM membrane.

EXTERIOR PAINTINGPrime coat and two finish coats of acrylic latex paint to exterior concrete tilt panels, overhead doors, metal man doors and frames, and metal canopies.

FIRE PROTECTION SYSTEMESFR

HEATING & EXHAUSTWarehouse shall be heated by gas fired unit heaters, complete with electronic thermostat controls. Natural gas distribution lines to all gas fired equipment shall be provided.

HVAC units and distribution to office area will be part of the Tenant Improvements.

INTERIOR LIGHTINGWarehouse lighting based on an “open plan” racking layout by way of LED high bay fixtures to ASHRAE Standards

Office lighting will be part of the Tenant Improvements.

EXTERIOR LIGHTINGExterior wall pack LED lighting mounted on building exterior controlled by a photocell and bypass switch shall be provided.

FIRE ALARM

Fire Alarm shall be provided to meet code requirements.

*Full building specifications provided in Purchaser Due Diligence Package.** Subject to change.

DEVELOPED BY:

SOUTH STREETDEVELOPMENT GROUP

Joel BarnettPersonal Real Estate Corporation [email protected] 662 5570

Steve BrookePersonal Real Estate Corporation [email protected] 662 5147

CONTACT:

This disclaimer shall apply to CBRE Limited, Real Estate Brokerage, and to all other divisions of the Corporation;

to include all employees and independent contractors (“CBRE”). The information set out herein, including, without

limitation, any projections, images, opinions, assumptions and estimates obtained from third parties (the “Information”)

has not been verified by CBRE, and CBRE does not represent, warrant or guarantee the accuracy, correctness and

completeness of the Information. CBRE does not accept or assume any responsibility or liability, direct or consequential,

for the Information or the recipient’s reliance upon the Information. The recipient of the Information should take

such steps as the recipient may deem necessary to verify the Information prior to placing any reliance upon the

Information. The Information may change and any property described in the Information may be withdrawn from

the market at any time without notice or obligation to the recipient from CBRE. CBRE and the CBRE logo are the

service marks of CBRE Limited and/or its affiliated or related companies in other countries. All other marks displayed

on this document are the property of their respective owners. All Rights Reserved Mapping Sources: Canadian

Mapping Services [email protected]; DMTI Spatial, Environics Analytics, Microsoft Bing, Google Earth.

CBRE Limited, 1021 West Hastings Street, Suite 2500, Vancouver, BC V6E 0C3, www.cbre.ca

WEBSITE: For more information visit

www.southshorebuilding.ca

south shore · 2018-08-13 · 6. burger king 7. canada post 8. browns social house 9. save on foods...

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