9660-1- BP Amendment Level 1 Bathroom & exterior stairs north side -2015...

COPYRIGHT RESERVED. THIS DRAWING MUST NOT BE SCALED. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECTS. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF ROBERT CICCOZZI ARCHITECTURE INC. AND CAN BE REPRODUCED ONLY WITH THEIR WRITTEN PERMISSION.

CHECKED BY:

SCALE: PROJECT NO.:

REVISION NO.: SHEET NO.:

SHEET TITLE:

SEAL:

REVISION:

ISSUE:

NO.: DATE: DESCRIPTION:

DATE: DESCRIPTION:

PROJECT:

DRAWN:

200 - 2339 Columbia StreetVancouver, B.C.Canada V5Y 3Y3

Tel: (604) 687-4741Fax: (604) 687-4641

[email protected]

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LEVEL 1PLAN

SUTER BROOKOFFICE BUILDING

220 BREW STREET,PORT MOODY B.C.

EP

A2.1.0

3/32" = 1'-0"

RC

RCA262

1 05.02.15 B.P. AMENDMENT

2 18.08.15 BP AMENDMENT

2

27.04.12 ISSUED FOR LUC APPLICATION

27.06.12 ISSUED FOR L.U.C.

07.01.13 ISSUED FOR DEV. PERMIT

18.07.13 ISSUED FOR A.D.P.

16.09.13 RE-ISSUED FOR DEV. PERMIT

06.12.13 ISSUED FOR BUILDING PERMIT

04.12.13 DP APPROVED DRAWINGS

19.02.14 I.F.C. COORDINATION

06.06.14 ISSUE FOR CONSTRUCTION

ram

p 8%

ramp 8%

SITE SIGN

SITE SIGN

L1-12

FREIGHT ELEV. LOBBY

L1-03

EXIT STR.#2

3 Y

D. B

IN

-IW5

5

L1-05-04

64

119 -

64

119 -

2

A7.8

58A

144 F

58B

144 -

58A

144 F

58B

144 -

L1-12

LOADING BAY

L1-10

JANITOR

2'-0"2HREW2

3

L1-14-01

9

L1-12-01

L1-13

EXIT STR.#3

L1-06

EXIT STR.#4

2HREW1

SU

9

DN16R

UP39R

18'-112"4'-112"

8'-238"

[2.50m]

NEW CONCRETECOLUMNS (SOLID

SHADE)

EXISTINGCONCRETE COLUMNS

(HATCHED) AT HALF ORFULL HEIGHT TO REMAIN -

CONFIRM ON-SITE

PARKING EXHAUSTSHAFTS REDIRECTED TOVENT AT NORTH SIDE OF

BUILDING.UNDERSIDE OF DUCTS

APPROX. 19'(2HR RATED SHAFTS)

BUILDING OUTLINE ABOVE

BUILDING OUTLINE ABOVE

NEW CONCRETE COLUMNS (SOLIDSHADE)

EXISTING CONCRETEWALL WITH OPENINGS

TO BE DEMOLISHED

EXISTING CONCRETEWALL (HATCHED)

T.O.S. 41'0

"

12.50m

T.O.S. 41'0

"

12.50m

T.O.S. 41'0

"

12.50m

T.O.S. 41'0

"

12.50m

T.O.S. 41'0

"

12.50m

T.O.S. 41'0

"

12.50m

T.O.S. 36'8"

11.18m

6'-11516"

T.O.S. 41'0

"

12.50m

FREESTANDING ENTERPHONE

ENTRY DOORS WITH AUTOMATICOPENERS AND PUSH PADS

DN

T.O.S. 37'9

"

11.51m

DN 8R

GALVANIZED METALGRILLE COVER OVER

TRENCH .DRAIN .

STEEL BOLLARDS

5'-6

"

5'-6

"

3'-6"

5'-6"

5'-6

"

NEW CONCRETE COLUMNS (SOLID SHADE)

3'-8

"

EXISTING 18" BY 18" CLEARMECH. SHAFT TO BE CONTINUED (REFER TO MECH.) - WITH 2 HOURRATED SHAFTLINER

EXISTING 24" BY 18" CLEARMECH. SHAFT TO BE

CONTINUED (REFER TO MECH.)- WITH 2 HOUR RATED

SHAFTLINER

F.G. 4

5'1"

13.74m

L1-00

LOBBY

L1-05

CRU

L1-05

CRU

L1-08

RECYCLING

L1-14

VEST.

L1-04

EXIT STR.#1

EXISTING EXIT DOOR INCONCRETE SHAFT TO BE

REMOVED - FILL OPENINGWITH CONCRETE AT

SAME WIDTH AS WALL


2HREW1

2HREW1

2HREW1

2HREW1

2HREW1

2HREW1

2HREW2

-IFW1

2HREW2

2HREW2

2HREW2

2HREW2

2HREW2

2HREW2

EXISTING CONCRETE COLUMNS (HATCHED) AT HALF OR FULL HEIGHT - CONFIRM ON-SITE

24'-0" WIDTH BY 15'-0"HEIGHT ALUMINUM

OVERHEAD DOOR WITHSIDE MAN-DOOR

ALUMINUM MAN-DOOR

CLEAR EGRESS PATH WITHPAINTED SURFACE

MARKING

UP 40R@ 6.90"

RW

L

RW

L

RW

L

RW

L

RW

L

RW

L

RW

L RWL

RW

L

F.G. 51'1 1

/2"

15.58m

F.G. 53'1 1/

2"

16.15mT.O.W

. 53'1 1/

2"

16.15m

T.O.W. 5

1'1 1/2"

15.58m

PROPOSED LOCATION OF FIRE HYDRANT

PROPOSED LOCATION OF SIAMESE CONNECTION

PROPOSED LOCATION OFSIAMESE CONNECTION

PROPOSED NEW LOCATIONOF SIAMESE CONNECTION

LINE OF EXTERIOR WALL OVER


EXISTINGEXIT FROM PARKINGBELOW (HATCHED)

LINK BRIDGE AND ENTRY CANOPY ABOVE

-IFW1

-IFW1

4

L1-08-01

1

L1-15-02

7

L1-05-01

7

L1-05-01

7

L1-05-01

7

L1-05-01

8

L1-00-01 5

L1-05-04

1

L1-06-01

1

L1-00-02

3

L1-02-01

17

248 -

5A

204 F

5B

204 C

14

54 F

13

274 -

10A

144 F

10B

144 -

10A

144 F

10B

144 -

13

274 -

7

168 -

6A

204 F

6B

204 -

5A

204 F

5B

204 C

4A

252 F

4B

252 D

2

120 F

3

108 F

1

296 E

3'-8" 20'-712" 3'-8" 22'-10" 3'-8" 12'-0" 3'-8" 12'-0" 3'-8" 12'-0" 3'-8" 22'-10" 3'-8" 13'-1112" 3'-8" 17'-0" 3'-8"

3'-8

"17

'-0"

3'-8

"2'-8

"21'-

0"

3'-8

"10

'-7"

17'-9

"9

'-10

"3'-8

"17

'-81 2

"24

'-111 2

"10

'-9"

3'-8

"3

1'-6

38"

129'-2" 25'-138" 10'-212"

49

'-3"

3'-8"4'-7"

3'-8

"16

'-0"

3'-8

"

43'-6"

21'-

101 2

"3'-8

"21'-

91 2

"3'-8

"

17'-0

"17

'-0"

3'-8

"3'-8

"4

'-11"

1'-0" 1'-6"

3'-0

"3

'-2"

1'-0" 1'-6"3'-0

"3'-1

"

1'-0" 1'-6"

3'-0

"

2'-2

"

8'-6"1'-0"

3'-0

"

2'-2

"

16'-0" 1'-0"

3'-0

"

2'-2

"

16'-6"1'-0"

3'-0

"

2'-2

"

7'-9"10'-412"3'-1134"2'-0"12'-6"2'-01

4"

5'-418"5'-03

8"3'-534"2'-0"

678"

2'-0

"2'-0"13'-012"

3'-8

"8

'-1"

3'-8

"9

'-9"

4'-6

"

3'-8

"8

'-1"

3'-8

"9

'-9"

4'-6

"

12'-0"

25'-2

"

1'-0"

2'-0

"1'-

11"

2'-0

"2'-1

"

678"

2'-0

"678"

2'-0

"

2'-0" 13'-012"

10'-9

"

13'-1134"2'-0"

2'-0

"1'-

9"

14'-612" 2'-0"

678"

2'-0

"

2'-0"14'-534"2'-0"

778"

2'-0

"

1'-1" 16'-0"

12'-1014"1'-4" 1'-47

8" 1'-478" 23'-81

4" 1'-1078"107

8" 14'-934" 2'-93

4" 17'-1014" 1'-87

8" 1'-1"1'-578"

2'-9

34"

8'-1

11 4"

1'-5

78"

1'-4

"

10'-2

"2'-9

78"

2'-9

34"

8'-1

11 4"

1'-5

78"

1'-4

"

12'-1014" 1'-4"1'-47

8"1'-478"23'-81

4"1'-1078" 107

8"21'-534"1'-57

8"1'-4" 1'-578"

NEW CONCRETE COLUMNS (SOLID SHADE)2'-0" 1'-0"

2'-0

"1'-

11"

12'-534"2'-0"

2'-0

"1'-

11"

4'-758"

7'-3

58"

3'-1

"1'-

6"

1'-6" 1'-612" 2'-0" 1134"

6'-2

"2'-0

"

6'-2

"2'-0

"

2'-0"

5'-1

05

8"

3'-8

"17

'-51 8

"1'-

578"

1'-4

"

2'-0

"1'-

9"

12'-7" 12'-7"

12'-718" 12'-71

8"

1'-914" 5'-73

4"

6'-612"

VER

IFY

ON

-SIT

E

27'-8" 22'-678"

2'-0" 1134"

5'-0" 2'-0"1'-5"7"

2'-0" 4"

1'-8

"

1'-1"

2'-1

1"

5'-0" 2'-0"

10"

2'-0

"

16'-1

01 2

"

11"

2'-0

"

3'-0"1'-0"

2'-0

"7'

-5"

3'-058"1'-

21 8

"31'-

1178"

9'-912"

7'-178" 16'-11"

6'-7

1 2"

5'-1

11 2"

10"

12'-534"

4'-0

"3

'-2"

2'-0

58"

4'-0

"

L1-02

ELEV. LOBBY

5'-2

34"

4'-0

"5'-2

58"

4'-0

"5'-9

34"

8'-6

1 2"

2'-4

1 4"

49

'-71 2

"

4'-414" 5'-51

4"

-IW5

-IW5

EXTENT FOR VENTILATIONPLENUM ABOVE.

HEADROOM TO BE AT9'-0" MIN.

2'-0"

1'-6

"

EXIS

ITN

G P

AR

KA

DE A

CC

ES

S R

AM

P

1'-0

"

VENTEDVOID

COLUMNSABOVE

COLUMNS ABOVE

EXIS

TIN

G D

UC

T

3'-6" GUARD PIPE RAIL

3'-8

"15

'-11"

DOCK LEVELERS WITHRUBBER BUMPERS

8" STUDS REQ'D

3'-9

1 2"

3'-8" 23'-2"

OVERHEAD DOORCONTROL

3'-158"

8" STUDS REQ'D

8" STUDS REQ'D

1'-0"

4'-0

"

REQUIRED VOICE COMMUNICATION SYSTEM PER BCBC 3.2.6.1

1'-0"1'-0"

1'-11"

2'-0

"

3 Y

D. B

IN

12

34

5

67

89 10

1112

1314

1516

EXISTING 24" BY 24" CLEAR MECH. SHAFT TO BE CONTINUED (REFER TO MECH.) - WITH 2 HOUR RATED SHAFTLINER

22,145.9 SF

ELECTRICAL RISER

8'-638"

SU

9

8'-638"

3'-558" 1'-87

8"4'-634"

3 Y

D. B

IN

10"

1'-9

"

4'-7

"

10'-9

"

2'-0"

2'-1034"2'-61

2" 7'-178"

3'-1

01 2

"

LEVEL 1GROSS FLOOR AREA

25,973.2 SF

2HREW2

1'-0"

7'-1

"

9'-418"ELECTRICAL RISER

SHAFT TO CONNECT TOCLOSET AT LEVEL 2 -WITH 2 HOUR RATED

SHAFT LINER

SP

SP

3'-8"

534" 1'-61

4"

2'-0"

2'-0

"2'-2

"

1'-114" 2'-0" 2'-0

"5'-8

"

5'-0"

1'-0"

2'-0"

3'-058"

3'-9

1 2"

MAIL BOXESAS PER I.D.

ANNUNCIATORPANELS - REFERTO ELEC. FOR SPEC.

5"

2'-7

"2'-7

"2'-7

"

1

A7.

6

RECESS RAIN WATER LEADER PIPE IN FURRING FRAMING AROUND CONCRETE COLUMNS

9'-014"

1'-8

1 2"

3'-8

"

2HRIW2

NEW OPENING FOR EXIT DOORIN EXISTING STAIR SHAFT

WALL - SILL FLUSH WITH TOPLANDING

2'-6" 2'-0

"678"

2'-6"

3 Y

D. B

IN

FREIGHTELEV.#1

8,000 lb.

3'-8

"8

'-4"

4'-0

1 2"

10"

4'-1

34"

8'-3"5'-112"

4'-0

"2'-3

"

2'-0

1 4"

7'-534"

11'-0" 11'-0" 7'-358"

14'-1

1 2"

7'-3"3'-1134"

10'-4"

10'-4" MIN. 10'-8

" M

IN.

22,145.9 SF

14'-1

1 2"

5

L1-05-04

4

L1-07-01

3

L1-10-01

11'-4"6'-0"

3

L1-02-01

F.D.

15'-1

1 2"

8'-0

"11'-8

"

BUILDING OUTLINEBELOW

BUILDINGOUTLINE ABOVE

7'-6

1 2"

2

L1-15-01

L1-15

VEST.

L1-07

LOADING CORRIDOR

13'-358"

18'-8

38"

3'-1

01 8

"

EDGE OF 30" SLAB BAND

30

" S

LA

B B

AN

D

3'-1

"

6'-414"

3'-2"

F.G. 49'5"

15.16m

F.G. 4

5'2"

13.77mUP 32R

@ 7.06"2'-1

01 2

"

MIN. ONE UNIVERSAL WASHROOM REQUIRED FROM EACH T.I. PERMIT UNIT/ LEASING TENANT AS REQUIRED BY BCBC 3.8.2.36.b)

8.768 26.772

0°00'10" 0° 00' 10"

90°

00

'

1

0"

5.55

5

58.4

06

5.55

5

90°0

0'10

"

0.87

6

17.49918.485

0° 00' 10"0° 00' 10"

90°

00'

10"

16.1

38

90°0

0'10

"

94°

13

' 3

6"

31.4

89

3° 38' 59"

56.030

5.55

5

90°0

0'10

"

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PROPERTY LINE

1 4 7

A

B

C

D

E

F

3 52 6

A

B

C

D

E

F

5'-514"4'-41

4"

9'-912"

31'-

8"

7'-2

"22'-3

"14

'-1"

2'-3

"19

'-3"

111'-

0"

23'-0

"21'-

3"

22'-3

"21'-

6"

23'-0

"

22'-6" 26'-0" 29'-6" 29'-6" 26'-0" 22'-6"

156'-0"

I O C O R O A D

S U

T E

R

B R

O O

K

W A

Y

B R E W S T R E E T

A

A5.0

A5.1

B

C

A5.2

E

A5.3

F

A5.3

D

A5.3

4

A5.4

1

A5.5

4

A5.5

DOOR SWING FLIPPED TO THE DIRECTION OF EXIT TRAVEL.

SECOND EXIT PROVIDED THROUGH LOBBY

BUILDING FOOT PRINTCHANGED HERE ONLY

DOOR LOCKED

DOOR UNLOCKED

8" AIR DUCT IN 2HR RATED IN SHAFT. PROTECTIVE STEEL ANGLES ALONG SHAFT CORNERS.

AIR DUCT IN SHAFT ABOVE.

2

2

2

NO

RTH

EXISTING CONCRETE

NEW CONCRETE

WALL LEGEND

EXISTING CONCRETE(TO BE REMOVED)

CONC. MASONRY


CHECKED BY:

SCALE: PROJECT NO.:


SHEET TITLE:

SEAL:

REVISION:

ISSUE:


DATE: DESCRIPTION:

PROJECT:

DRAWN:


Tel: (604) 687-4741Fax: (604) 687-4641

[email protected]

File

: 262

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24 P

M

LEVEL 1SLAB PLAN



EP

A2.1.0a

3/32" = 1'-0"

RC

RCA262



2










4'-0

"5'-2

58"

4'-0

"5'-2

58"

4'-0

"5'-2

58"

4'-0

"

31'-

8"

2'-0

"27'

-8"

2'-0

"

VOID(EXISITNGOPENING)

EXIT STR.#3

EXIT STR.#4

EXISTING VOID(PARKADE RAMP

BELOW)

CONCRETE SLAB EDGE /STEPPING ABOVE

SOLID SHADING(COLUMNS OR WALLS)

INDICATES NEWSTRUCTURE

HATCHING (COLUMNS ORWALLS) INDICATES

EXISTING CONCRETESTRUCTURE

EXISTING OPENING IN THECONCRETE SLAB FOR

MECHANICAL RISER (CONFIRMLOCATION [SHOWN

APPROXIMATE] AND SIZINGON-SITE )

EXISTING OPENING IN THECONCRETE SLAB FOR

MECHANICAL RISER (CONFIRMLOCATION [SHOWN

APPROXIMATE] AND SIZINGON-SITE)

EXISTING OPENING IN THE CONCRETE SLAB FOR MECHANICAL RISER (CONFIRM LOCATION [SHOWN APPROXIMATE] AND SIZING ON-SITE )

EXISTING CONCRETESLAB STEPPING

CONCRETE SLAB EDGE / STEPPING ABOVE

EDGE OF PARKADEBELOW



EDGE OF PARKADE BELOW

VOID VOID VOID

VOID

VOID

VOID

EXISTING PARKADE VENTS

EXISTING PARKADE VENTS

SLO

PE

CONCRETE SLAB EDGE / STEPPING ABOVE

11"

2'-0

"

3'-0"1'-0"

6'-2

"2'-0

"

2'-0"

534" 1'-61

4"

2'-0"

2'-0

"2'-2

"

1'-114" 2'-0"

2'-0

"5'-8

"

FILL IN EXISITNG OPENINGFOR EXIT DOOR

16'-6"1'-0"

3'-0

"

2'-2

"

8'-6"1'-0"

3'-0

"

2'-2

"

16'-0" 1'-0"

3'-0

"

2'-2

"

4'-1118"5'-038"3'-53

4"2'-0"

2'-0

"2'-1

"

5"

1'-0" 1'-6"

3'-0

"

2'-2

"

2'-0" 4"

1'-8

"

5'-0"

1'-0" 1'-6"

3'-0

"3

'-2"

7"

2'-0

"

1'-0" 1'-6"3'-0

"3'-1

"

2'-0" 1134"

1'-1"

2'-1

1"

5'-0" 2'-0"

10"

2'-0

"

4'-0

"

3'-1

"1'-

6"

1'-6" 1'-612" 2'-0" 1134"

6'-2

"2'-0

"

2'-0" 1'-0"

2'-0

"1'-

11"

12'-534"2'-0"

2'-0

"1'-

11"

14'-612" 2'-0"

2'-0

"1'-

9"

1'-0"1'-0"

1'-11"

2'-0

"

2'-0" 1'-0"

2'-0

"1'-

11"

13'-1134"2'-0"

2'-0

"1'-

9"

1'-0"

2'-0"

678"

2'-0

"

1'-0"

678"

2'-0

"

2'-0"13'-012"2'-6"12'-7"12'-7" 41

2"412"

1'-0"

678"

2'-0

"

2'-6"

DN

UP

DN UP

2'-1134"

2'-0" 3'-1134"2'-0"12'-6"2'-014"

2'-0

"

2'-0

"678"

2'-0

"

1'-0"14'-534"2'-0"

778"

2'-0

"

2'-0"

1'-0"5'-014"

10"

3'-8

"

2'-9"1'-4"

678"

2'-0

"

1'-0"

2'-0" 13'-012"

1'-0"

HATCHING (COLUMNS OR WALLS) INDICATES EXISTING CONCRETE STRUCTURE

3'-334"4'-01

4"7'-4"

1'-2

1 2"

1'-0" 7'-912" 1'-0"

1'-914"11'-71

4"

13'-5

"5'-4

1 2"

10"

38

'-61 4

"

7'-2

"1'-

81 2

"

8'-1

01 2

"

6"3'-912" 3'-103

4"

76'-712"

42'-9" 25'-138" 10'-212"

31'-

638"

3'-8

"30

'-111 2

"6

6'-1

78"

1'-10

"1'-

10"

3'-8

"

94.19

°

31'-

1178"

3'-058"

1'-2

1 8"

5'-018"6'-73

4"

VARIFY ON-SITE

5'-6

"

VA

RIF

Y

VARIFY ON-SITE

7'-2

"10

'-7"

VA

RIF

Y O

N-S

ITE

2'-8

1 2"

3'-4

"3'-3

"

5"

3"

2'-1

0"5

"

21'-

0"

5" 2

'-8"5"

2'-1

0"5

"

1'-5"1'-1

1"3'-4

"2'-2

"

11'-1

0"

4'-518"4'-23

8" 5"1'-4"

3'-8

"10

'-7"

2'-8

"3'-8

"

8'-1012" 1'-1"5" 7'-4" 5"

8'-2"

17'-9

"

VA

RIF

Y O

N-S

ITE

17'-0

"

5"

2'-1

0"

5"

3'-8

"

5"2'-10"5"

3'-8"

66

'-11"

5'-6

"

5" 2'-10" 5"

3'-8" 17'-0"

5"2'-10"5"

3'-8" 13'-1112"

5" 2'-10" 5"

3'-8" 22'-10"

5"2'-10"5"

3'-8" 12'-0"

12'-0"12'-0"EQ. EQ. 11" 1'-11"

2'-612" 14'-51

2"

24'-0"

5" 2'-10" 5"

3'-8"

5"2'-10"5"

3'-8"22'-10"

5" 2'-10" 5"

3'-8"12'-0"

EQ.EQ.11"1'-11"5"2'-10"5"

3'-8" 20'-712"

512"

3'-8

"5

"2'-1

0"5

"17

'-0"

22'-614"24'-5"3'-8"

5" 2'-10" 5"

5"

3'-3

"

3'-8

"28

'-6"

21'-

91 2

"3'-8

"21'-

101 2

"3'-8

"15

'-11"

15'-1

1"

15'-8

"11'-5

1 2"

10'-5

"8

'-2"

7'-9

"

10'-7

"

4'-1"

5'-618"4'-83

8"

46'-8"4'-8"

3'-8

"4

9'-4

"

5'-0" 2'-0"2'-1134"1'-0"19'-9"1'-6"2'-2"

5"

3'-3

"5"

2'-6

"

7'-1

"

5"

8"

8"

1'-6

"

5"8"8"1'-6"

5"

8"

8"

23'-5

"

5"

8"

8"

5"

8"

8"8

"8

"1'-

6"

8"8"1'-6"

8"

8"

1'-6

"

5"8"8"1'-6"

5"

8"

8"

5"

8"

8"

5"

8"

8"

1'-6

"

5" 8" 8"1'-6"

23'-5

"

3'-8

"8

'-1"

3'-8

"14

'-3" 9

'-9"

4'-6

"5"

2'-1

0"5

"5"

2'-1

0"5"

1'-0

"

5"

2'-1

0"

5"

9'-9

"4'-6

"1'-

0"

14'-3

"3'-8

"8

'-1"

3'-8

"5"2

'-10

"5"

1'-1"

4'-1

"

3'-8" 2'-1" 6'-2" 5'-10" 6'-2" 2'-0"

26'-10"

6'-5

"

DN

5'-0

"

5'-5

"6

'-0"

T.O.S

. 41'0

"12

.50m

T.O.S

. 39'1 1

/2"

11.93m

T.O.S

. 36'8

"

11.18

m

T.O.S. 37'9"

11.51m

T.O.S

. 41'0

"

12.50m

T.O.S

. 41'0

"

12.50m

T.O.S

. 41'0

"

12.50m

T.O.S

. 41'0

"

12.50m

T.O.S

. 41'0

"

12.50m

T.O.S

. 47'7

.26"

14.51m

T.O.S

. 41'0

"

12.50m

T.O.S

. 40'6"

12.34m

T.O.S

. 40'6"

12.34m T.

O.S

. 40'6"

12.34m

T.O.W

. 41'6

"

12.6

5m

T.O.C. 45'0

"

13.72m46'6"

14.17m

46'6"14.17m

3'-8

"

1'-10

"1'-

10"

T.O.C

. 48'6"

14.78m

53'10

1/2"

16.42m

T.O.C

. 53'1

"

16.18

m

1'-3"

T.O.W

. 45'0

"

13.72m

T.O.C

. 45'0

"

13.72m

T.O.C. 45'0

"

13.72m

T.O.C

. 45'0

"

13.72m

T.O.C

. 45'0

"

13.72m

T.O.C

. 45'0

"

13.72m

T.O.C. 45'0

"

13.72m

T.O.C. 45'0

"

13.72m

T.O.C. 45'0

"

13.72m

T.O.C. 45'0

"

13.72m

T.O.W

. 45'0"

13.72m

T.O.W

. 41'8

"

12.70

mT.O

.W. 41'8"

12.70m

T.O.C

. 45'0

"

13.72m

A-10

A-11

A-10

2'-0

"

A-12

A-12

A-10

A-13a

6"

STR

UC

.4

'-0"

6"

STR

UC

.4

'-0"

A-10*SIM

6"

STR

UC

.8

"

NEW STRIP FOOTING PER STRUCTURAL

5'-0

1 2"

40'10"

DRAIN 12.45m

40'10"DRAIN 12.45m

PREP. IN SLAB FOR DOCKLEVELER (6' BY 8') DIMENSION TO BE VARIFIED WITH SHOP DRAWING SUBMITTALT.

O.S

. 39'1 1

/4"

11.92m

T.O.S

. 3'4

1/4"

11.92m

T.O.S

. 39'1 1

/2"

11.93m

T.O.S

. 39'1 1

/4"

11.92m

T.O.S

. 3'4

1/4"

11.92m

1" 1"1" 1"

A-13

A-14

STR

UC

.4

'-4"

1'-10

1 2"

2'-5

1 2"

3'-058"

MECHANICAL PLENUMABOVE - REFER TO

PLAN SECTION ON THISSHEET & SLAB EDGE

DETAIL A-15

A-15

A-16

A-14

A-16A-11

6"

STR

UC

.

39'11 1/2"

DRAIN 12.18m

T.O.C. 45'0

"13.72m

T.O.W

41'8"12.70m

T.O.W

41'8"12.70m

T.O.W

41'8"12.70m

8'-2" 7'-4" 8'-2"

A-16A

T.O.S

. 40'6"

12.34m

T.O.W

41'8"12.70m

T.O.W

41'8"12.70m T.

O.W

41'8

"

12.70

mT.O.W

41'8

"

12.70

mT.O.W

41'8

"

12.70

mT.O.W

41'8

"

12.70

mT.O.W

41'8

"

12.70

m

T.O

.W 4

1'8"

12.7

0m

T.O.S

. 40'6"

12.34m

7'-034"7'-4"7'-03

4" 8'-2" 7'-4" 8'-2" 5'-3" 5'-3"7'-4"

6"

STR

UC

.8

"

A-16A A-16A-16A

1'-358"

11"

13'-312"

1'-358"

11"

13'-312"

61 2

"

61 2

"

40'10"DRAIN 12.45m

VOID(NEW

OPENING)

2'-4" 9'-438"

11'-4"9'-0"

10'-1158"

11'-8

"8

'-0"

3'-1"4'-2"3'-1"

3'-8

"3'-8

"8

'-10

1 2"

6"3'-912" 3'-103

4"

5'-6

1 4"

18'-1

03

4"

5'-112" 3'-1034"

8.768 26.772

0°00'10" 0° 00' 10"

90°

00

'

1

0"

5.55

5

58.4

06

5.55

5

90°0

0'10

"

0.87

6

17.49918.485

0° 00' 10"0° 00' 10"

90°

00'

10"

16.1

38

90°0

0'10

"

94°

13

' 3

6"

31.4

89

3° 38' 59"

56.030

5.55

5

90°0

0'10

"

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PROPERTY LINE

PR

OP

ER

TY

LIN

E

PROPERTY LINE

R

F116

FN

1 4 7

A

B

C

D

E

F

3 52 6

F141718

F1

FB

FC

FD

FE

FF

FG

FH

FJ

FK

FL

FM

F13 F11 F10 F7 F5 F4 F3 F2

F116F141718 F12 F11 F10 F7 F5 F4 F3 F2F12

F12

F7AF8

F7AF8

F6

F6

R

FN

F1

FB

FC

FD

FE

FF

FG

FH

FJ

FK

FL

FM

YB

X1 X2

A

B

C

D

E

F

2'-8

"4

"4

'-8"

31'-

8"

5'-1

0"

112" 4'-1012" 4'-11" 9'-7"

9'-912"

5'-514"4'-41

4"

9'-912"

31'-

8"

7'-2

"22'-3

"14

'-1"

2'-3

"19

'-3"

YA

111'-

0"

23'-0

"21'-

3"

22'-3

"21'-

6"

23'-0

"

22'-6" 26'-0" 29'-6" 29'-6" 26'-0" 22'-6"

156'-0"

41 2

"3'-8

"11'-1

1"15

'-7"

I O C O R O A D

S U

T E

R

B R

O O

K

W A

Y

B R E W S T R E E T

1

2

2

NO

RTH EXISTING CONCRETE

NEW CONCRETE

WALL LEGEND

6"

STR

UC

.

SECTION A-10

STR

UC

.

4'-0

"

5" 1'-4"

6"

STR

UC

.

SECTION A-11

STR

UC

.

4'-0

"

10"

6"

STR

UC

.

SECTION A-12

STR

UC

.8"

8"

T.O

.S. 4

1'0"

12.5

0m

T.O

.S. 4

1'0"

12.5

0m

T.O

.S. 4

1'0"

12.5

0m

STR

UC

.

SECTION A-14

STR

UC

.

T.O

.S. 4

1'0"

12.5

0m

EXISTING6" STEP IN CONC.SLAB

EXISTING6" STEP IN CONC.SLAB

112"8"

112"

1 2"

712" 8"

4'-4

"

1'-0"

6" 4'-4

"8

"

T.O

.S. 4

1'0"

12.5

0m

SECTION A-13

112"8"

112"

1 2"

712" 8"

1'-10

1 2"

1'-0"

6" 4'-4

"

8"

T.O

.S. 4

1'0"

12.5

0m

SECTION A-13a

1'-0

"

2'-5

1 2"

6"

COORDINATE WITH SHOP DWGS

8"

1'-10

"2'-6

"

SECTION A-15REF. 2/A7.8

1'-0"

T.O

.S. 6

4'0

"19

.51m

1'-0"

3'-058"

2'-458"8"

3"

13'-4

"

10'-1

0"

9'-8

" T.O

.S. 4

1'0"

12.5

0m

9'-0

"8

"8

"

1'-6

"4

'-3"

4'-3

"10

"

6"

STR

UC

.

SECTION A-16

STR

UC

.

T.O.S. 41'0

"

12.50m

6"

6"

STR

UC

.

SECTION A-16a

STR

UC

.

T.O.S. 41'0

"

12.50m8

"

8"

SLAB EDGESCALE: 1/8" = 1'-0"

31'-

638"

3'-8

"

94.19

°

1'-3"

3'-058"

3'-058"

34

'-21 4

"

E

F

F1F2

FN

FL

FM

50'8"DRAIN 15.44m

50'8"DRAIN 15.44m

T.O.S

. 41'0

"

12.50m

T.O.S

. 51'0

"

15.54m

T.O.W

. 51'6

"

15.70m

24'-7

1 2"

6'-6

34"

A-15

PLAN SECTION @ MECH. PLENUM


CHECKED BY:

SCALE: PROJECT NO.:


SHEET TITLE:

SEAL:

REVISION:

ISSUE:


DATE: DESCRIPTION:

PROJECT:

DRAWN:


Tel: (604) 687-4741Fax: (604) 687-4641

[email protected]

File

: 262

A1.

0Site

Pla

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3.0F

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: 8/1

7/15

at 5

:20:

51 P

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LEVEL 2PLAN



EP

A2.1.1

3/32" = 1'-0"

RC

RCA262



2










ram

p 8%

ramp 8%

SITE SIGN

SITE SIGN

L2-02

ELEC.

L2-13

VEST.

L2-04

EXIT STR.#2

L2-12

EXIT STR.#3

T.O.S. 64'0"

19.51m

T.O.S. 64'0"

19.51m

T.O.S. 64'0"

19.51m

F.F.E. 64'0"

19.51m

F.F.E. 64'0"

19.51m

F.F.E. 64'0"

19.51m

F.F.E. 65'2"

19.51m

F.F.E. 64'0"

19.51m

NO

SER

VIC

ES

IN T

HIS

WA

LL

T.O.S. 64'0"

19.51m

T.O.S. 64'0"

19.51m

F.F.E. 64'0"

19.51m F.F.E. 64'0"

19.51m

FLOOR 2GROSS FLOOR AREA

17,854.6 SF

T.O.S. 64'0"

19.51m

L2-00

CRU

L2-00

CRU

L2-00

CRU

L2-00

CRU

OPER

AB

LE

TR

AN

SO

MO

PER

AB

LE

TR

AN

SO

M

OPER

AB

LE

TR

AN

SO

MO

PER

AB

LE

TR

AN

SO

M

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

TRANSOMTRANSOMTRANSOMTRANSOM

SUNSHADE LOUVER ABOVE

GLASS/STEELCANOPY ABOVE

L2-05

EXIT STR.#1

L2-06

LOBBY

T.O.S

. 64'0

"

19.51m

BICYCLE RACKS ONCONCRETE (REFER TO

LANDSCAPE FORDETAILS)

L2-03

ELEV. LOBBY

1'-512"

5'-2

"

10"10" 14'-0" 14'-0" 10"10" 3'-612"1'-8" 15'-51

2"

5'-2

"

5'-2

"

5'-2

"

48'-6" 42'-512"

EXTENT OF RETAININGWALL BELOW


OVERFLOW SCUPPER

GLASS/STEEL CANOPYABOVE

GLASS/STEEL CANOPY ABOVE

GAS METERS.REFER TO MECH.

BICYCLE SHELTER ONCONCRETE (REFER TO

LANDSCAPE FOR DETAILS)

3'-3"

3'-8

"

REQUIRED VOICE COMMUNICATION SYSTEM PER BCBC 3.2.6.1 15,990.7 SF

FREENSTANDING ENTERPHONE

ENTRY DOORS WITH AUTOMATIC OPENERS AND PUSH PADS

ELECTRICAL RISER

15,990.7 SF

PRE-FINISHED ALUMINUMGATE WITH PANIC &

CLOSER HARDWARE FOREXITING

PROVIDEOUTDOOR-USEMANUAL PULL

STATION PER B.C.B.C.3.2.4.17(1)(c) WITH

OVERHEAD LIGHTING

SP

SP

3

A7.54

A7.6

2

A7.8

PRE-FINISHED ALUMINUMGUARDRAIL SIMILAR TO

DETAIL 1/A7.7

WATER CURTAIN SPRINKLER SYSTEM - EXIT PROTECTION

LOCATION OF NEW MECHANICALSHAFT 1HR F.R.R. SHAFT LINER

AS TIGHT TO DUCTING, PIPES &CABLES AS POSSIBLE. FIRE RATED

STAIR SHAFT BACK WALL(IW!) PROVIDES CONTINUOUS F.R.R.

BEHIND SHAFT

6"

1'-73

4"

6" 2'-814"

T.O.S. 53'4.441"

16.27m

F.G. 5

2'3.9

53"

15.9

5m

F.G. 4

8'2.34

6"

14.6

9m

F.G. 49'5"

15.16m

F.G. 4

5'1"

13.74m

TACTILE WARNINGPAD WITH BRUSHED

CONCRETE ROUGHSURFACE SET-BACK

1'-0" FROM TOP OFSTAIR -- MINIMUM

DIMENSION ASINDICATED

F.G. 4

5'2"

13.77m

DN 32R@ 7.09"

UNIVERSAL WASHROOM(S) REQUIRED FROM EACH T.I. PERMIT UNIT/ LEASING TENANT AS REQUIRED BY BCBC 3.8.2.36.b)

PRE-FINISHED ALUMINUMHANDRAIL AFFIXED TOCONCRETE STAIR AND

WALL

L2-02

ELEC.

L2-13

VEST.

L2-04

EXIT STR.#2

L2-12

EXIT STR.#3

T.O.S. 64'0"

19.51m

T.O.S. 64'0"

19.51m

T.O.S. 64'0"

19.51m

F.F.E. 64'0"

19.51m

F.F.E. 64'0"

19.51m

F.F.E. 64'0"

19.51m

F.F.E. 65'2"

19.51m

F.F.E. 64'0"

19.51m

NO

SER

VIC

ES

IN T

HIS

WA

LL

T.O.S. 64'0"

19.51m

T.O.S. 64'0"

19.51m

F.F.E. 64'0"

19.51m F.F.E. 64'0"

19.51m

FLOOR 2GROSS FLOOR AREA

17,854.6 SF

T.O.S. 64'0"

19.51m

L2-00

CRU

L2-00

CRU

L2-00

CRU

L2-00

CRU

OPER

AB

LE

TR

AN

SO

MO

PER

AB

LE

TR

AN

SO

M

OPER

AB

LE

TR

AN

SO

MO

PER

AB

LE

TR

AN

SO

M

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

OPERABLETRANSOM

TRANSOMTRANSOMTRANSOMTRANSOM

SUNSHADE LOUVER ABOVE

GLASS/STEELCANOPY ABOVE

L2-05

EXIT STR.#1

L2-06

LOBBY

T.O.S

. 64'0

"

19.51m

BICYCLE RACKS ONCONCRETE (REFER TO

LANDSCAPE FORDETAILS)

L2-03

ELEV. LOBBY

1'-512"

5'-2

"

10"10" 14'-0" 14'-0" 10"10" 3'-612"1'-8" 15'-51

2"

5'-2

"

5'-2

"

5'-2

"

48'-6" 42'-512"



OVERFLOW SCUPPER

GLASS/STEEL CANOPYABOVE

GLASS/STEEL CANOPY ABOVE

GAS METERS.REFER TO MECH.

BICYCLE SHELTER ONCONCRETE (REFER TO

LANDSCAPE FOR DETAILS)

3'-3"

3'-8

"

REQUIRED VOICE COMMUNICATION SYSTEM PER BCBC 3.2.6.1 15,990.7 SF

FREENSTANDING ENTERPHONE

ENTRY DOORS WITH AUTOMATIC OPENERS AND PUSH PADS

ELECTRICAL RISER

15,990.7 SF

PRE-FINISHED ALUMINUMGATE WITH PANIC &

CLOSER HARDWARE FOREXITING

PROVIDEOUTDOOR-USEMANUAL PULL

STATION PER B.C.B.C.3.2.4.17(1)(c) WITH

OVERHEAD LIGHTING

SP

SP

3

A7.54

A7.6

2

A7.8

PRE-FINISHED ALUMINUMGUARDRAIL SIMILAR TO

DETAIL 1/A7.7

WATER CURTAIN SPRINKLER SYSTEM - EXIT PROTECTION

LOCATION OF NEW MECHANICALSHAFT 1HR F.R.R. SHAFT LINER

AS TIGHT TO DUCTING, PIPES &CABLES AS POSSIBLE. FIRE RATED

STAIR SHAFT BACK WALL(IW!) PROVIDES CONTINUOUS F.R.R.

BEHIND SHAFT

6"

1'-73

4"

6" 2'-814"

F.G. 5

2'3.9

53"

15.9

5m

F.G. 4

8'2.34

6"

14.6

9m

F.G. 49'5"

15.16m

F.G. 4

5'1"

13.74m

LOADINGBELOW

RAMPBELOW

LANDSCAPED ROOF / PATIO AREA F.F.E. 64'-0"

ELEV. 1

ELEV. 2

ELEV. 3

FLOOR ABOVE

ROOF DECK

LANDSCAPED ROOF / PATIO AREA F.F.E. 64'-0"

AWNING BELOW

5'-0"

5'-0

"

5'-0"

5'-0

"

PRE-FINISHEDALUMINUM GATES

WITH PANIC &CLOSER

HARDWARE FOREXITING

1 4 7

A

B

C

D

E

F

3 52 6

YB

X1 X2

A

B

C

D

E

F

4"

5'-514"4'-41

4"

9'-912"

31'-

8"

7'-2

"22'-3

"14

'-1"

2'-3

"19

'-3"

YA

111'-

0"

23'-0

"21'-

3"

22'-3

"21'-

6"

23'-0

"

22'-6" 26'-0" 29'-6" 29'-6" 26'-0" 22'-6"

156'-0"

7"

1'-1134" min.[0.60m]

1'-1134" min.[0.60m]

I O C O R O A D

A

A5.0

S U

T E

R

B R

O O

K

W A

Y

B R E W S T R E E T

CONCRETE LINK BRIDGE

A5.1

B

C

A5.2

E

A5.3

F

A5.3

D

A5.3

2

A5.4

3

A5.4

6

A7.0

4

A7.0

1

A7.4

1

2

NO

RTH

EXISTING CONCRETE

NEW CONCRETE

WALL LEGEND

EXISTING CONCRETE(TO BE REMOVED)

CONC. MASONRY


CHECKED BY:

SCALE: PROJECT NO.:


SHEET TITLE:

SEAL:

REVISION:

ISSUE:


DATE: DESCRIPTION:

PROJECT:

DRAWN:


Tel: (604) 687-4741Fax: (604) 687-4641

[email protected]

File

: 262

A1.

0Site

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3.0F

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7/15

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:22:

13 P

M

LEVEL 2SLAB PLAN



EP

A2.1.1a

3/32" = 1'-0"

RC

RCA262


1










4

A7.6

A-25a

A-25a

9'-1

0"

A-15

A-28

A-23a

T.O.S

. 64'0

"

19.51m

T.O.S

. 64'0

"

19.51m

T.O.S

. 64'0

"

19.51m

T.O.S

. 63'4

"

19.30m

T.O.S

. 63'4

"

19.30m

T.O.S

. 63'4

"

19.30m

T.O.S

. 63'4

"

19.30m

T.O.S

. 63'4

"

19.30m

6" MEMBRANE CURB ATTOP OF STAIRS

SERVICESHAFT

T.O.C

. 68'6"

20.8

8m

T.O.W

. 65'1

0"

20.0

7mT.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8mT.O.C

. 68'6"

20.8

8mT.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8mT.O.C

. 68'6"

20.8

8mT.O.C

. 68'6"

20.8

8mT.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.C

. 68'6"

20.8

8m

T.O.W

. 65'1

0"

20.0

7mT.O.W

. 65'1

0"

20.0

7mT.O.W

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7mT.O.W

. 65'1

0"

20.0

7mT.O.W

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7m

T.O.C

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7m

T.O.C

. 65'1

0"

20.0

7m

F.G. 6

5'2"

19.8

6m

LANDSCAPE

LANDSCAPE

4" SLAB ON GRADE FORBIKE STORAGE SHELTER -

BROOM FINISH

EDGE OF SLAB FOLLOWS EXTENT OF PARKADE RETAINING WALL BELOW

EDGE

O.S

. 62'1

1 1/2

"

19.19

m

EDGE OF SLAB & PARKADEEXISTING RETAINING WALL BELOW

9'-912"

4'-0

"5'-2

58"

4'-0

"5'-2

58"

4'-0

"5'-2

58"

4'-0

"

31'-

8"

1'-0" 7'-912" 1'-0"

2'-0

"27'

-8"

2'-0

"

T.O.W

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7m

T.O.S

. 63'4

"

19.30m

T.O.W

. 65'6

"

19.9

7m

T.O.W

. 65'6

"

19.9

7m T.O.W

. 65'6

"

19.9

7m

T.O.C

. 65'6

"

19.9

6m

T.O.C

. 65'6

"

19.9

6m

T.O.W

. 65'6

"

19.9

7m

T.O.W

. 65'6

"

19.9

7mT.O.W

65'6

"

19.9

7mT.O.W

. 65'6

"

19.9

7m

T.O.S

. 64'0

"

19.51m

9'-11"

1'-0" 7'-11" 1'-0"

23'-3

"

2"

3'-4

"17

'-43

8"

1'-0

"

3'-9" 6" 3'-8"

2'-6

38"

6"

4'-3

"6

'-5"

3'-9

"

12'-1

1"

1'-13

8"

3'-3

"

4'-3

38"

2"

25'-10"

OPEN TO BELOW

4'-0

"21'-

51 2

"4

'-0"

21'-

61 2

"4

'-0"

15'-9

"3'-8

"2'-6

"

4'-0" 46'-434"

3'-8

"16

'-7"

9'-0

"

3'-8" 20'-712" 3'-8" 22'-8" 4'-0" 11'-8" 4'-0" 23'-8" 4'-0" 11'-8" 4'-0" 22'-6" 4'-0" 13'-71

2" 4'-0" 16'-8" 4'-0"

4'-0

"7'

-9"

3'-1

0"

8'-5

"6

'-3"

4'-0

"7'

-9"

3'-1

0"

8'-5

"6

'-3" 7'-9"

18'-1

1 8"

3'-8

"18

'-7"

3'-8

"15

'-9"

4'-0

"20

'-8"

2'-8

"4

'-0"

16'-8

"4

'-0"

5'-614"

94.16°

5'-5" 15'-2" 4'-10" 20'-2" 4'-10" 10'-218" 4'-10" 25'-2" 4'-10" 10'-2" 4'-10" 20'-2" 4'-10" 15'-2" 5'-5"

10'-0

"15

'-2"

5'-5

"

46

'-10

"

6'-11" 6'-4" 6'-11"5'-158" 3'-4" 6'-812"

6'-1" 6'-4" 9'-5"

6'-11" 6'-4" 6'-11"

90

'-5"

15'-2

"5'-5

"

12'-1112" 4'-512" 1'-1118" 6'-4" 13'-8" 6'-4" 32'-4" 8'-101

2"

3'-3

" T.O.S

. 63'4

"

19.30m

8'-6

"

1'-3"

1'-3"

1'-3"

1'-3"

3'-2

"

1'-3"

1'-3"

1'-3"

34'-212"

26

'-61 8

"

3'-5"

65'-012"

1'-2"

8"

1'-3"

1'-3"

8"

T.O.C

. 63'1

0"

19.46m

5'-5

78"

4'-414" 8"8"

8"

8"

6'-4"

3'-8" 8'-078"

2'-0

"

3'-0

"

7'-434"

6'-514"

15'-2

1 2"

2'-0

" 8"

8"

T.O.C

. 68'6"

20.8

8m

T.O.W

. 65'1

0"

20.0

7m

412"

21'-

678"

38'-378"

14'-518" 6'-4"

T.O.S

. 63'4

"

19.30m

8"

2'-0

"

2'-718"

2'-0

"

912"

91 2

"

912" 9

1 2"

24'-214"1118"

24'-214"1118"

1'-7"

1'-7"

1'-7"

1'-7"

1'-7"

1'-7"

1'-7"

23'-112" 1'-034"

91 2

"

1'-034" 9

1 2"

1'-11" 2'-11" 1'-11"2'-11" 2'-11" 1'-11"2'-11"1'-11"

3'-4"

6'-812" 3'-4" 5'-158"

VOID

32'-4" 6'-4" 13'-812" 6'-3" 1'-1158" 4'-51

2" 12'-1112"

65'-012"

3'-912"

4'-1

1"

EXTENT OF CONCRETESLAB ON STEEL DECKING

OVER STEEL BEAMS

27'-7" 21'-612" 83

8"

41 2

"1'-

0"

63'2 1/4"DRAIN 19.26m

63'2 1/4"DRAIN 19.26m

63'2 1/4"DRAIN 19.26m

63'2 1/4"DRAIN 19.26m

63'2 1/4"DRAIN 19.26m

1'-078"

10'-118"

63'2 1/4"DRAIN 19.26m

63'0 3/8"DRAIN 19.20m63'0 3/8"

DRAIN 19.20m63'0 3/8"DRAIN 19.20m

63'0 3/8"DRAIN 19.20m

63'0 3/8"DRAIN 19.20m

EXTENT OF CONCRETE WALL BELOW AT LEVEL 1

63'0 3/8"DRAIN 19.20m

T.O.S

. 63'4

"

19.30m

63'2 1/4"DRAIN 19.26m

5'-0

1 8"

13'-238"

13'-238"

111 8

"6

'-83

4"

12'-1

178"

111 8

"

2'-2" 1'-6"

T.O.S

. 63'4

"

19.30m

SLOPE

E.O.S

. 63'2

1/2"

19.27m

SLO

PE

T.O.S

. 65'2

"

19.8

6m

E.O.S

. 64'1

1 1/2

"

19.8

0m

16'-3

"

2'-1134"6'-53

8"

1'-7"

T.O.W

. 65'6

"

19.9

7m 8'-814"

8'-814"

6" 8'-214"

3'-912" 6" 3'-103

4"

3'-7

1 2"

9'-1

38"

7'-4

34"

10'-9

1 2"

VOID

VOID

5'-634" 6'-71

4"

14'-338"

14'-338"14'-33

8"

14'-338"

2'-718" 3'-91

2"

A-21 A-22

A-22

A-23A-24A-23 A-24

A-23

A-23

A-24

A-21 A-22

A-21 A-22

A-23a

A-24a

6"1'-

1"

EXTENT OF CONCRETE WALL BELOW AT LEVEL 1

4'-0

"32'-3

1 2"

94.19

°

A-25

A-26

EXIT STR.#3

DN

UP

DN

94.19°

T.O.W

. 65'1

0"

20.0

7m

T.O.W

. 65'1

0"

20.0

7m

5'-2

"5'-2

"1'-

2"

2'-6

"1'-

2"

2'-6

"1'-

2"

5'-2

"5'-2

"10

"

3'-1

0"

8"

VA

RIE

S

REFER TO STRUC.

8"

VA

RIE

S

REFER TO STRUC.

1'-6

"

A-27

8"

STR

UC

.8

"1'-

10"

2'-6

"8

"5

"

REF. TO STRUC.FOR DECKING

SPEC.

CONCRETECOLUMNS

BELOW

CONCRETECOLUMNS

BELOW

8"

1'-2"

3'-334"4'-01

4"7'-4"

1'-2

1 2"

8"4"

2"

EDGE

O.S

. 62'1

1 1/2

"

19.19

m

62'8"DRAIN 19.10m ED

GE

O.S

. 62'8

3/4

"

19.12

m

8" LANDSCAPE CONCRETE PLANTERWALLS WITH 8" WIDE BY 4" HIGH @

6'-0" O.C. DRAINAGE WEEPS ATBOTTOM OF WALLS (LOCATION

SHOWN APPROXIMATE)

62'7"DRAIN 19.08m

62'7"DRAIN 19.08m

62'7"DRAIN 19.08m ED

GE

O.S

. 62'1

1 1/2

"

19.19

m

E.O.S

. 63'2

1/2"

19.27m

E.O.S

. 63'2

1/2"

19.27m

62'9 1/2"DRAIN 19.14m

T.O.S

. 63'4

"

19.30m

T.O.S

. 63'4

"

19.30m

A-22

A-29

1'-6

"8

"1'-

0"

A-29

1'-0 3/4"

9 1

/2"

8"

6 3/8" 6 3/8"

11 1/8

"

HSS STEEL COLUMN ONSTEEL BASE PLATE PER

STRUCTURAL

T.O.C. 65'6"

19.97m

2'-10"

7'-6

1 4"

2'-6

"

8" LANDSCAPE CONCRETE PLANTER WALLS LOCATION SHOWN APPROXIMATE)

3

A7.5

T.O.C

. 63'1

0"

19.46m

1'-3

1 2"

9'-1

38"

3'-5

1 4"

10"

3'-1

58"

10'-8

38"

4'-5

1 2"

VOID

18'-1

1 8"

3'-8

"18

'-7"

3'-8

"15

'-9"

4'-0

"20

'-8"

2'-8

"4

'-0"

16'-8

"4

'-0"

21 2

"

R

F116

FN

1 4 7

A

B

C

D

E

F

3 52 6

F141718

F1

FB

FC

FD

FE

FF

FG

FH

FJ

FK

FL

FM

F13 F11 F10 F7 F5 F4 F3 F2

F116F141718 F12 F11 F10 F7 F5 F4 F3 F2F12

F12

F7AF8

F7AF8

F6

F6

R

FN

F1

FB

FC

FD

FE

FF

FG

FH

FJ

FK

FL

FM

YB

X1 X2

A

B

C

D

E

F

2'-8

"4

"4

'-8"

31'-

8"

5'-1

0"

112" 4'-1012" 4'-11" 9'-7"

9'-912"

5'-514"4'-41

4"

9'-912"

31'-

8"

7'-2

"22'-3

"14

'-1"

2'-3

"19

'-3"

YA

111'-

0"

23'-0

"21'-

3"

22'-3

"21'-

6"

23'-0

"

22'-6" 26'-0" 29'-6" 29'-6" 26'-0" 22'-6"

156'-0"

41 2

"3'-8

"11'-1

1"15

'-7"

I O C O R O A D

S U

T E

R

B R

O O

K

W A

Y

B R E W S T R E E T

2

NO

RTH EXISTING CONCRETE

NEW CONCRETE

WALL LEGEND

5'-2

"5'-2

"1'-

2"

1'-8"

7" 1'-4"


2'-6

"1'-

2"

1'-1"

7"


8"

2'-6

"1'-

2"

8"

SECTION A-23a

10"

5'-2

"5'-2

"10

"

1'-3"

7" REFER

SECTION A-24aTO STRUC.

8"

VA

RIE

S

REFER TO STRUC.

SECTION A-21

VA

RIE

S

8"

VA

RIE

S

REFER TO STRUC.


VA

RIE

S

1'-6

"

8"

1'-0"1"6"

4"4

"

1" 1'-0"

8"

STR

UC

.


8"

1'-10

"2'-6

"

SECTION A-25

1'-0"1'-0"

SECTION A-27

8"

5"

1'-4"

1'-0"412"REF. TO STRUC.

FOR DECKINGSPEC.

8"

8"

1'-2"

1'-2"

REF. TO STRUC.

SECTION A-28

SECTION A-29

T.O

.S. 6

4'0

"19

.51m

T.O

.S. 6

4'0

"19

.51m

1'-6

"8

"1'-

0"

CLADDINGBYPASSSLAB

T.O

.S. 6

4'0

"19

.51m

T.O

.S. 6

4'0

"19

.51m

8"

T.O

.S. 6

4'0

"19

.51m

T.O

.S. 6

4'0

"19

.51m

T.O

.S. 6

4'0

"19

.51m

8"

T.O

.S. 6

4'0

"19

.51m

8"

T.O

.S. 6

4'0

"19

.51m

8"

T.O

.S. 6

4'0

"19

.51m

T.O

.S. 6

4'0

"19

.51m

2'-6

"

SECTION A-25a

1'-0"1'-0"

SLAB EDGESCALE: 1/8" = 1'-0"

5'-0"

F.G. 4

5'1"

F.G. 4

5'1"

1

2

4

13

3

13

1

2

46

F.G. 4

9'5"

15.11m LA

NDING 5

3'4 7/8

"

16.31m

ABCDEF

R

59.41'60.17'

56.75'

53.6'

40'-3" (gutter)

52.33'

23'-0" 21'-6" 22'-3" 21'-3" 23'-0"111'-0"

13'-0

"3'-8

"4

'-10

"13

'-0"

23'-0

"

168'-10"TOP OF ROOF SLAB51.46M

172'-6"TOP OF PARAPET52.58M


155'-0"TOP OF SLAB (LEVEL 9)47.24M









137'

-10

1 8"

1'-6

"

13'-0

"13

'-0"

13'-0

"13

'-0"

13'-0

"13

'-10

"


11'-6

"9

'-0"

9'-0

"

29

'-6"

29'-6"TOP OF SLAB (LEVEL P1)8.99M



1'-6

"8

'-0"

1'-6

"8

'-0"

1'-6

"8

'-0"

1'-6

"8

'-0"

1'-6

"8

'-0"

1'-6

"8

'-0"

1'-6

"8

'-0"

1'-6

"8

'-0"

OVERFLOW SCUPPEROVERFLOW SCUPPER

18'-8

"

13'-6

"

18'-8

"

20

'-6"

20

'-6"

CLCL

CLCL

13'-6

"

B

A5.1

D

A5.3

PROFILE OF PARKADEBELOW GRADE

EXTERIOR FINISHES

PREFINISHED METAL SPANDREL

WINDOW GLAZING (TINTED)

PREFINISHED LOGO & SIGNAGE (T.B.D.)

OPAQUE GLASS SPANDREL PANEL

PREFINISHED METAL RAILING SYS. W/CLEAR GLASS

METAL SUNSCREEN

PAINTED ARCHITECTURAL CONCRETE

BRICK VENEER

ALUMINUM STOREFRONT WINDOW

STEEL / GLASS CANOPY

ALUMINUM STOREFRONT DOOR

PAINTED & SURFACE MOUNTED STEELTRELLIS

RAINSCREEN METAL PANELS

PREFINISHED METAL LOUVER VENT

1

2

3

4

5

6

7

8

9

10

11

12

13

14


CHECKED BY:

SCALE: PROJECT NO.:


SHEET TITLE:

SEAL:

REVISION:

ISSUE:


DATE: DESCRIPTION:

PROJECT:

DRAWN:


Tel: (604) 687-4741Fax: (604) 687-4641

[email protected]

File

: 262

A4.

0 El

evat

ions

.vw

x P

lott

ed: 8

/17/

15 a

t 5:1

7:01

PM

NORTHELEVATION


220 BREW STREET,PORT MOODY, B.C.

EP

A4.1

3/32" = 1'-0"

RC

RCA262


1

27.04.12 ISSUED FOR LUC APP.




16.09.13 RE-ISSUSED FOR DEV. PERMIT




NOTE: REFER TO A0.5 FOR MATERIAL & COLOUR SCHEDULE.- SIGNAGE BY OTHERS

1

A4.1

NORTH ELEVATIONSCALE: 3/32"=1'-0"

1

A0.2

1

DN39R @ 7.08"

3

L2-13-01

1

L2-12-01

L2-12

EXIT STR.#3

22'-934"

9'-1

11 8"

7'-1

0"

3'-8

"6

"3'-8

"

1'-0" 5'-1034" 6" 10'-8" 3'-9" 1'-0"

3

A5.4

5'-712"

RETAIL

RETAIL

C

1'-0" 4'-334" 7'-11" 9'-7"

T.O.S. 64'0

"

19.50m


CHECKED BY:

SCALE: PROJECT NO.:


SHEET TITLE:

SEAL:

REVISION:

ISSUE:


DATE: DESCRIPTION:

PROJECT:

DRAWN:


Tel: (604) 687-4741Fax: (604) 687-4641

[email protected]

File

: 262

A5.

0 Se

ctio

ns.v

wx

Plo

tted

: 8/1

7/15

at 5

:17:

49 P

M

STAIRSSECTIONS



TS

A5.4

1/4" = 1'-0"

RC

RCA262


1

27.04.12 ISSED FOR LUC APP.








SECOND FLOOR

64'0"

MAIN FLOOR

41'0"

23'-0

"

DE

T.O.S. 64'0

"19.51m

T.O.S. 53'6 5/8"

16.31m

F.G. 4

5'1"

13.74m

RETAIL

VOID BELOWSTAIRS

2HRR1

7

A7.1

2HREW2

6

A7.1

STEPS DOWN 32R @ 7.0625"

TACTILE WARNING PADWITH BRUSHED CONCRETE

ROUGH SURFACE SET-BACK1'-0" FROM TOP OF STAIR --

MINIMUM DIMENSION ASINDICATED

F.G. 45'2"

13.77m

1'-11"

1'-0"

2'-6"

HANDRAIL ON RIGHT-HANDSIDE OF EXIT STAIRCASE

3'-0

"

PRE-FINISHED ALUMINUMHANDRAIL AFFIXED TO

CONCRETE STAIR AND WALL

SECOND FLOOR

64'0"

THIRD FLOOR

79'0"

PARKING P1

29'6"

MAIN FLOOR

41'0"

15'-0

"23'-0

"11'-6

"

CRUEXTERIOR

CRU/RETAIL

LOADINGCORRIDOR

PARKADE - P2

PARKADE - P1

STAIRCASE

PARKADE - P1

DN 39R @ 7.08"

8'-1

01 8

"9

'-51 4

"4

'-85

8"

9'-5

1 4"

7'-0

"7'

-0"

7'-0

"

C

1'-11"

T.O.S

. 53'6

5/8

"

19.51m

D

E

DN 32R @ 7.0625"

21'-6"

15'-458" 3'-8" 11'-11"

3'-8

"6

"

94.23

°

5

A5.4

6'-5

1 4"

238"

31'-2"1'-0"

2'-6"

TACTILE WARNING PAD WITHBRUSHED CONCRETE ROUGH

SURFACE SET-BACK 1'-0"FROM TOP OF STAIR --

MINIMUM DIMENSION ASINDICATED

PRE-FINISHED ALUMINUMHANDRAIL AFFIXED TO

CONCRETE STAIR AND WALL

5

A5.4

EXTERIOR PEDESTRIAN STAIR SECTIONSCALE: 1/4"=1'-0"

3

A5.4

STAIR SECTION @ GL-1 AND GL-CSCALE: 1/4"=1'-0"

4

A5.4

EXTERIOR PEDESTRIAN STAIR PLANSCALE: 1/4"=1'-0"

L1-13

EXIT STR.#3

3

L1-14-01

DN 16R @ 7.087"

1'-4" 3'-4" 13'-1"17'-9"

10'-6

"

7'-1

0"

3'-8

"6

"3'-8

"

1'-4" 4'-4" 6'-5" 3'-8" 2'-0"

3

A5.4

RETAILUP 39R

@ 7.08"RETAIL

C

7'-2" 10'-7"

T.O.S

. 41'0

"

12.50m

2

A5.4

STAIR PLAN - P1 @ GL-1 AND GL-CSCALE: 1/4"=1'-0"

EXISTING STRUCTURE

NEW STRUCTURE

LEGEND

1

A5.4

STAIR PLAN - L2 @ GL-1 AND GL-CSCALE: 1/4"=1'-0"

1

9660-1- BP Amendment Level 1 Bathroom & exterior stairs north side -2015...

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