9660-1- BP Amendment Level 1 Bathroom & exterior stairs north side -2015...
Transcript of 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
File
: 262
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:42
AM
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
NEW CONCRETE COLUMNS (SOLID SHADE)
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
NEW CONCRETE COLUMNS (SOLID SHADE)
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
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
File
: 262
A1.
0Site
Pla
ns A
3.0F
loor
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5.0S
ectio
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tted
: 8/1
7/15
at 5
:16:
24 P
M
LEVEL 1SLAB PLAN
SUTER BROOKOFFICE BUILDING
220 BREW STREET,PORT MOODY B.C.
EP
A2.1.0a
3/32" = 1'-0"
RC
RCA262
1 26.01.15 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
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 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
Tel: (604) 687-4741Fax: (604) 687-4641
File
: 262
A1.
0Site
Pla
ns A
3.0F
loor
Pla
ns A
5.0S
ectio
ns.v
wx
Plo
tted
: 8/1
7/15
at 5
:20:
51 P
M
LEVEL 2PLAN
SUTER BROOKOFFICE BUILDING
220 BREW STREET,PORT MOODY B.C.
EP
A2.1.1
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
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"
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
Tel: (604) 687-4741Fax: (604) 687-4641
File
: 262
A1.
0Site
Pla
ns A
3.0F
loor
Pla
ns A
5.0S
ectio
ns.v
wx
Plo
tted
: 8/1
7/15
at 5
:22:
13 P
M
LEVEL 2SLAB PLAN
SUTER BROOKOFFICE BUILDING
220 BREW STREET,PORT MOODY B.C.
EP
A2.1.1a
3/32" = 1'-0"
RC
RCA262
1 18.08.15 BP AMENDMENT
1
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
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"
SECTION A-24REF. 4/A7.1
2'-6
"1'-
2"
1'-1"
7"
SECTION A-23REF. 1/A7.1
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.
SECTION A-22REF. 1/A7.1
VA
RIE
S
1'-6
"
8"
1'-0"1"6"
4"4
"
1" 1'-0"
8"
STR
UC
.
SECTION A-26REF. 7/A7.1
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
177'-4"TOP OF PARAPET54.05M
155'-0"TOP OF SLAB (LEVEL 9)47.24M
142'-0"TOP OF SLAB (LEVEL 8)43.28M
129'-0"TOP OF SLAB (LEVEL 7)39.32M
116'-0"TOP OF SLAB (LEVEL 6)35.36M
103'-0"TOP OF SLAB (LEVEL 5)31.39M
90'-0"TOP OF SLAB (LEVEL 4)27.43M
77'-0"TOP OF SLAB (LEVEL 3)23.47M
64'-0"TOP OF SLAB (LEVEL 2)19.51M
41'-0"TOP OF SLAB (LEVEL 1)12.50M
137'
-10
1 8"
1'-6
"
13'-0
"13
'-0"
13'-0
"13
'-0"
13'-0
"13
'-10
"
178'-10"TOP OF PARAPET54.51M
11'-6
"9
'-0"
9'-0
"
29
'-6"
29'-6"TOP OF SLAB (LEVEL P1)8.99M
20'-6"TOP OF SLAB (LEVEL P2)6.25M
11'-6"TOP OF SLAB (LEVEL P3)3.51M
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
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
File
: 262
A4.
0 El
evat
ions
.vw
x P
lott
ed: 8
/17/
15 a
t 5:1
7:01
PM
NORTHELEVATION
SUTER BROOKOFFICE BUILDING
220 BREW STREET,PORT MOODY, B.C.
EP
A4.1
3/32" = 1'-0"
RC
RCA262
1 18.08.15 BP AMENDMENT
1
27.04.12 ISSUED FOR LUC APP.
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-ISSUSED FOR DEV. PERMIT
06.12.13 ISSUED FOR BUILDING PERMIT
19.02.14 I.F.C. COORDINATION
06.06.14 ISSUE FOR CONSTRUCTION
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
Tel: (604) 687-4741Fax: (604) 687-4641
File
: 262
A5.
0 Se
ctio
ns.v
wx
Plo
tted
: 8/1
7/15
at 5
:17:
49 P
M
STAIRSSECTIONS
SUTER BROOKOFFICE BUILDING
220 BREW STREET,PORT MOODY B.C.
TS
A5.4
1/4" = 1'-0"
RC
RCA262
1 18.08.15 BP AMENDMENT
1
27.04.12 ISSED FOR LUC APP.
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
19.02.14 I.F.C. COORDINATION
06.06.14 ISSUE FOR CONSTRUCTION
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