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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
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
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
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 PARKADEBELOW
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
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
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"
EXTENT OF RETAININGWALL BELOW
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"
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
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
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
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
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