motion - approval of form of development: 118-150 robson ...motion 3. approval of form of...

MOTION 3. Approval of Form of Development: 118-150 Robson Street

THAT the form of development for this portion of the site known as 118-150 Robson Street be approved generally as illustrated in the Development Application Number DP-2019-00809, prepared by GBL Architects Inc., and stamped “Received, Community Services Group, Development Services”, on February 26, 2021, provided that the Director of Planning may impose conditions and approve design changes which would not adversely affect either the development character of the site or adjacent properties.

* * * * *

Additional Background Information:

https://rezoning.vancouver.ca/applications/118-150robson/index.htm

A.3

https://rezoning.vancouver.ca/applications/118-150robson/index.htm

29 STOREYS6 STOREYS

5 STOREYSELEVATOR OVERUN

ELEV

ATOR

OVE

RU

N

36.91 m

ROBSON STREET

LANE

CAM

BIE

STRE

ET

BEA

TTY

STR

EET

TERRY FOX PLAZA

MUA - RESIDENTIAL(LxWxH: 168"x72"x54")

RESI

D. M

ECH

. SH

AFT

BELO

W

T.O.R. 332.58'

T.O.R. 328.08'

20' -

6"

17' -

8"

33' -

4 1

/2"

33' - 0" 28' - 8"

BG 53.51

'

16.3

1 m

BG 53.73

'

16.3

8 m

BG 53.81

'

16.4

0 m

BG 53.15

'

16.2

0 m

BG 51.94

'

15.8

3 m

BG 50.72

'

15.4

6 m

BG 50.00

'

15.2

4 m

BG 44.95

'

13.7

0 m

BG 45.47

'

13.8

6 m

BG 46.23

'

14.0

9 m

BG 46.46

'

14.1

6 m

BG 43.86

'

1

3.37m

BG 42.13

'

12.8

4 m

BG 41.27

'

12.5

8 m

BG 41.08

'

12.5

2 m

BG 41.50

'

12.6

5 m

BG 42.32

'

12.9

0 m

BG 43.37

'

13.2

2 m

BG 45.54

'

13.8

8 m

BG 47.54

'

1

4.49 m

BG 48.82

'

14.8

8 m

BG 49.74

'

15.1

6 m

BG 51.12

'

15.5

8 m

BG 52.30

'

15.9

4 m

BG 52.85

'

16.1

1 m

BG 47.51

'

14.4

8 m

BG 47.83

'

14.5

8 m

BG 48.39

'

14.7

5 m

BG 49.25

'

15.0

1 m

21' - 10 1/8" 171' - 1 1/4" 58' - 6" 8' - 7 1/2"

16' -

11

3/8"

74' -

5 1

/2"

1' -

10

5/8"

21' - 8 1/2" 96' - 6" 74' - 7 1/4" 58' - 6" 8' - 7 7/8"

MAX HEIGHT TO T.O.P.PROPOSED: 286.12' (87.2m)ALLOWED: 450.00' (137.2m) IBG 47.13'

T.O.P. 333.75'

IBG 47.06'

14.34 m

IBG 50.92

'

15.5

2 m

9' -

7 1

/8"

69' -

9"

13' -

11

3/4"

SRW

(5.5

m fr

om c

urb)

REVISIONS

DATEDRAWN BYCHECKED BYSCALE

JOB NUMBER

01 20/02/2017 issued for REZONING

No. Date Description

TEL 604 736 1156FAX 604 731 5279

GENERAL NOTES

COPYRIGHT RESERVED: THIS PLAN AND DESIGN ARE AND AT ALL TIMES REMAIN THE EXCLUSIVE PROPERTY OF GBL ARCHITECTS INC. AND MAY NOT BE USED OR REPRODUCED WITHOUT THEIR WRITTEN CONSENT

GBL ARCHITECTS INC.

300 - 224 WEST 8TH AVENUEVANCOUVER, BC CANADA V5Y 1N5

02 17/09/2019 issued for DP

03 26/02/2021 re-issued for DP

1/16" = 1'-0"

2/26/2021 8:53:44 AM

A-1.04

1160

DE

RP

SITE PLAN

MIXED USE DEVELOPMENT

150 ROBSON

L1 50' - 0"15.24 m

L2 67' - 3"20.50 m

L3 79' - 2"24.13 m

L4 91' - 1"27.76 m

L5 100' - 3"30.56 m

L6 109' - 5"33.35 m

BASEMENT 37' - 6"11.43 m

P1 22' - 6"6.86 m

L7 118' - 5"36.09 m

L8 127' - 5"38.84 m

L9 136' - 5"41.58 m

L10 145' - 5"44.32 m

L11 154' - 5"47.07 m

L12 163' - 5"49.81 m

L13 172' - 5"52.55 m

L14 181' - 5"55.30 m

L15 190' - 5"58.04 m

L16 199' - 5"60.78 m

L17 208' - 5"63.53 m

L18 217' - 5"66.27 m

L19 226' - 5"69.01 m

L20 235' - 5"71.76 m

L21 244' - 5"74.50 m

L22 253' - 5"77.24 m

L23 262' - 5"79.98 m

L24 271' - 5"82.73 m

L25 280' - 5"85.47 m

L26 289' - 5"88.21 m

L27 298' - 5"90.96 m

L28 307' - 5"93.70 m

L29 317' - 11"96.90 m

ROOF 328' - 1"100.00m

P2 12' - 6"3.81 m

P3 2' - 6"0.76 m

P4 -7' - 6"-2.29 m

SEA LEVEL 0"0.00 m

101.70 m

102.90 m

10' -

2"

10' -

6"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

2"

9' -

2"

11' -

11"

11' -

11"

17' -

3"

12' -

6"

15' -

0"

10' -

0"

10' -

0"

10' -

0"

L-1 46' - 0"14.02 m

CAM

BIE

STR

EET

BEA

TTY

STR

EET

window wall - raised metal panel - ferro light ivory powder coat (3)

window wall (5)

SSG hybrid wall (series 9000 SSG)

cementitious panel (1)

SSG curtain wall

repair and paint metal flashing

HERITAGE FACADE TO BE RETAINED 'IN SITU'

(avoiding damage to brick and masonry):

clean existing andesite stone lintels and sills

replace all steel windows with steel-arte awning windows (6)

clean and repoint wire-cut existing brick (4)

clean dressed granite masonry

new storefront glazing in existing opening

clean existing granite masonry

cementitious panel surrounding recess (2)repair and paint metal flashing

SSG curtain wall

SSG curtain wall

10' -

0"

A-5.093

REVISIONS


JOB NUMBER



TEL 604 736 1156FAX 604 731 5279

GENERAL NOTES


GBL ARCHITECTS INC.




1/16" = 1'-0"

2/26/2021 9:04:17 AM

A-6.01

1160

DE

RP

NORTH ELEVATION -ROBSON STREET


150 ROBSON

(1) and (2) EQUITONE [tectiva]

(3) window wall by TORO - raised metal panel - color match TE 10 powder coat

(4) existing brick facade (5) aluminum window wall frame -color: grey velvet

(2) color: TE 40 (1) color: TE 10

(6) steel-arte window frame -color: black walnut

L1 50' - 0"15.24 m

L2 67' - 3"20.50 m

L3 79' - 2"24.13 m

L4 91' - 1"27.76 m

L5 100' - 3"30.56 m

L6 109' - 5"33.35 m

BASEMENT 37' - 6"11.43 m

P1 22' - 6"6.86 m

L7 118' - 5"36.09 m

L8 127' - 5"38.84 m

L9 136' - 5"41.58 m

L10 145' - 5"44.32 m

L11 154' - 5"47.07 m

L12 163' - 5"49.81 m

L13 172' - 5"52.55 m

L14 181' - 5"55.30 m

L15 190' - 5"58.04 m

L16 199' - 5"60.78 m

L17 208' - 5"63.53 m

L18 217' - 5"66.27 m

L19 226' - 5"69.01 m

L20 235' - 5"71.76 m

L21 244' - 5"74.50 m

L22 253' - 5"77.24 m

L23 262' - 5"79.98 m

L24 271' - 5"82.73 m

L25 280' - 5"85.47 m

L26 289' - 5"88.21 m

L27 298' - 5"90.96 m

L28 307' - 5"93.70 m

L29 317' - 11"96.90 m

ROOF 328' - 1"100.00m

EB C D

P2 12' - 6"3.81 m

P3 2' - 6"0.76 m

P4 -7' - 6"-2.29 m

SEA LEVEL 0"0.00 m

102.90 m102.00 m

10' -

2"

10' -

6"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

2"

9' -

2"

11' -

11"

11' -

11"

17' -

3"

12' -

6"

15' -

0"

10' -

0"

10' -

0"

10' -

0"

L-1 46' - 0"14.02 m

A F

RO

BSO

N S

TREE

T

LAN

E

window wall (5)





clean existing stone lintels and sills



clean dressed granite masonry

new opening with curtain wall SSG & frameless glass doors

clean existing granite masonry

colour polycarbonate privacy screen partition

glass guardrail (behind retained parapet)


BOILER ROOMCOMB. AIR

INTAKE

A-5.083

REVISIONS


JOB NUMBER



TEL 604 736 1156FAX 604 731 5279

GENERAL NOTES


GBL ARCHITECTS INC.




1/16" = 1'-0"

2/26/2021 9:05:31 AM

A-6.02

1160

DE

RP

WEST ELEVATION -CAMBIE STREET


150 ROBSON






L1 50' - 0"15.24 m

L2 67' - 3"20.50 m

L3 79' - 2"24.13 m

L4 91' - 1"27.76 m

L5 100' - 3"30.56 m

L6 109' - 5"33.35 m

BASEMENT 37' - 6"11.43 m

P1 22' - 6"6.86 m

L7 118' - 5"36.09 m

L8 127' - 5"38.84 m

L9 136' - 5"41.58 m

L10 145' - 5"44.32 m

L11 154' - 5"47.07 m

L12 163' - 5"49.81 m

L13 172' - 5"52.55 m

L14 181' - 5"55.30 m

L15 190' - 5"58.04 m

L16 199' - 5"60.78 m

L17 208' - 5"63.53 m

L18 217' - 5"66.27 m

L19 226' - 5"69.01 m

L20 235' - 5"71.76 m

L21 244' - 5"74.50 m

L22 253' - 5"77.24 m

L23 262' - 5"79.98 m

L24 271' - 5"82.73 m

L25 280' - 5"85.47 m

L26 289' - 5"88.21 m

L27 298' - 5"90.96 m

L28 307' - 5"93.70 m

L29 317' - 11"96.90 m

ROOF 328' - 1"100.00m

3 4 5

6 7

2

P2 12' - 6"3.81 m

P3 2' - 6"0.76 m

P4 -7' - 6"-2.29 m

SEA LEVEL 0"0.00 m

102.00 m

100.80 m

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

2"

9' -

2"

11' -

11"

11' -

11"

17' -

3"

12' -

6"

15' -

0"

10' -

0"

10' -

0"

10' -

0"

L-1 46' - 0"14.02 m

1

8

CAM

BIE

STR

EET

BEA

TTY

STR

EET

metal panel - ferro light ivory powder coat (3)

window wall (5)



board-formed concrete(colour to match cornice)

board-formed concrete




clean existing stone lintels and sills



10' -

2"

10' -

6"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"



mechanical louvers

BOILER ROOMCOMB. AIREXHAUST

BASEMENTEXHAUST

P1EXHAUST

SSG curtain wall

STAIR PRESS.EXHAUST

STAIR PRESS.INTAKE

REVISIONS


JOB NUMBER



TEL 604 736 1156FAX 604 731 5279

GENERAL NOTES


GBL ARCHITECTS INC.




1/16" = 1'-0"

2/26/2021 9:06:47 AM

A-6.03

1160

DE

RP

SOUTH ELEVATION -LANE


150 ROBSON






L1 50' - 0"15.24 m

L2 67' - 3"20.50 m

L3 79' - 2"24.13 m

L4 91' - 1"27.76 m

L5 100' - 3"30.56 m

L6 109' - 5"33.35 m

BASEMENT 37' - 6"11.43 m

P1 22' - 6"6.86 m

L7 118' - 5"36.09 m

L8 127' - 5"38.84 m

L9 136' - 5"41.58 m

L10 145' - 5"44.32 m

L11 154' - 5"47.07 m

L12 163' - 5"49.81 m

L13 172' - 5"52.55 m

L14 181' - 5"55.30 m

L15 190' - 5"58.04 m

L16 199' - 5"60.78 m

L17 208' - 5"63.53 m

L18 217' - 5"66.27 m

L19 226' - 5"69.01 m

L20 235' - 5"71.76 m

L21 244' - 5"74.50 m

L22 253' - 5"77.24 m

L23 262' - 5"79.98 m

L24 271' - 5"82.73 m

L25 280' - 5"85.47 m

L26 289' - 5"88.21 m

L27 298' - 5"90.96 m

L28 307' - 5"93.70 m

L29 317' - 11"96.90 m

ROOF 328' - 1"100.00m

E BCD

P2 12' - 6"3.81 m

P3 2' - 6"0.76 m

P4 -7' - 6"-2.29 m

SEA LEVEL 0"0.00 m

100.80 m101.70 m

10' -

2"

10' -

6"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

2"

9' -

2"

11' -

11"

11' -

11"

17' -

3"

12' -

6"

15' -

0"

10' -

0"

10' -

0"

10' -

0"

L-1 46' - 0"14.02 m

AF

RO

BSO

N S

TREE

T

LAN

E


window wall (5)


cementitious panel surrounding recess (2)

reuse bricks from existing facade (4)




REVISIONS


JOB NUMBER



TEL 604 736 1156FAX 604 731 5279

GENERAL NOTES


GBL ARCHITECTS INC.




1/16" = 1'-0"

2/26/2021 9:07:58 AM

A-6.04

1160

DE

RP

EAST ELEVATION -BEATTY STREET


150 ROBSON






motion - approval of form of development: 118-150 robson ...motion 3. approval of form of...

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