PROJECT TEAM PROPOSED NEWGEN CENTRE DEVELOPMENT, … · issued for final dp rev. 1 submission &...
Transcript of PROJECT TEAM PROPOSED NEWGEN CENTRE DEVELOPMENT, … · issued for final dp rev. 1 submission &...
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:49 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
PROJECT TITLESHEET
A00021020
Issue Date
PROPOSED NEWGEN CENTRE DEVELOPMENT, COQUITLAM, B.C.
12" = 1'-0"1 COVER SHEET RENDERING
PROJECT TEAM
CLIENT641616 B.B. LTD901 LOUGHEED HIGHWAYCOQUITLAM, B.C. V3K 3T3TEL: 604-917-0263
ARCHITECTMARA + NATHA ARCHITETCURE#1 - 3171 FLINT STREETPORT COQUITLAM, B.C. V3B 4H9TEL: 604-970-8413
STRUCTURALTABET ENGINEERING#1079 - ROOSEVELT CRESCENTNORTH VANCOUVER, B.C. V7P 1M7TEL: 778-836-7221
MECHANICAL & ELECTRICALSRC ENGINEERING CONSULTANTS LTD#100 - 4240 MANOR STREETBURNABY, B.C. V5G 1B2TEL: 604-268-9091
CIVILCITIWEST CONSULTING LTD.#101 - 9030 KING GEORGE BOULEVARDSURREY, B.C. V3V 7Y3TEL: 604-591-2213
GEOTECHNICALJECTH CONSULTANTS LTD.#122 - 3823 HENNING DRIVEBURNABY, B.C. V5C 6P3TEL: 604-299-6617
LANDSCAPE ARCHITECTJHL DESIGN GROUP INC.4370 MAPLE STREETVANCOUVER, B.C. V6J 3W1TEL: 604-263-8613
CODE CONSULTANTGAGE-BABCOCK &ASSOCIATES LTD.#228 - 1195 WEST BROADWAYVANCOUVER, B.C. V6H 3X5TEL: 604-732-3751
BUILDING ENVELOPELEVEL 5 CONSULTING LTD.TEL: 604-929-9693
Revision ScheduleNo. Description Date
SUBJECT PROPERTY
LOUGHEED
BLU
E M
OU
NT
AIN
RIG
HT
OU
TO
NLY
RIG
HT
INO
NLY
RIGHT OUTONLY
59.99 m
EXISTINGSIDEWALKRIGHT INONLY
77' -
2"
FU
TU
RE
AC
CE
SS
RO
AD
OP
TIO
N 2
RODERICK AVENUE
FU
TU
RE
AC
CE
SS
RO
AD
OP
TIO
N 1
36 METREELEVATION
30.03 METREELEVATION
RIGHT TURNONLY SIGN
RIGHT TURNONLY SIGN
198'
- 0
"
25%
SLO
PE
10%
SLO
PE
30.03 METREELEVATION
RIGHT TURNONLY SIGN
NO LEFT TURNINTO PARKADEINDICATION
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:51 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
PROJECT DATA/ SITEPLAN/ KEY PLAN
A10021020
Issue Date
CIVIC ADDRESS837 LOUGHEED HWYCOQUITLAM, BC
LEGAL DESCRIPTIONLOT C & E DISTRICT LOT 1NEW WEST DISTRICT PLAN 2716
CURRENT ZONINGC-2
PROPOSED ZONINGC - 5
LOT AREA2 284.6 M2 = 24, 592.0 SF (.5644 ACRES)
ROAD DEDICATION AREA (5.3M WIDTH)191.7 M2 = 2,063.5 SF
NEW LOT AREA (LESS ROAD DEDICATION)2 092.9 M2 = 22,528.5 SF
DENSITYMAX. ALLOWABLE 3.5 X LOT AREA = 78,850 SF
TOTAL BUILDING CONSTRUCTION FLOOR AREAPROPOSED P2 GFA = 16,845.2 SFPROPOSED P1 GFA = 16,925.1 SFPROPOSED MAIN PARKING = 11,070.5 SFSUBTOTAL PARKING = 44,840.8 SF
PROPOSED RETAIL/ MAIN GFA = 4,505.7 SFPROPOSED RETAIL 106 = 853.8 SFPROPOSED OFFICE 1 GFA = 14,248.5 SFPROPOSED OFFICE 2 GFA = 14,270.5 SFPROPOSED OFFICE 3 GFA = 13,097.2 SFSUBTOTAL RETAIL/OFFICE = 46,975.7 SF
TOTAL CONSTRUCTION GFA = 91,816.5 SF
PRINCIPAL BUILDING CITY GROSS FLOOR AREA (GFA)PROPOSED RETAIL/ MAIN GFA = 5,359.5 SFPROPOSED OFFICE 1 GFA = 14,073.2 SFPROPOSED OFFICE 2 GFA = 14,077.1 SFPROPOSED OFFICE 3 GFA = 12,922.6 SFTOTAL CITY GFA = 46,432.4 SF (4 313.6 M2)
LOT COVERAGEMAX ALLOWABLE = 90% (UP TO 4 STOREYS)PROPOSED = 75.1%
PRINCIPAL BUILDING HEIGHTMAX ALLOWABLE HEIGHT = NAPROPOSED 4 -STOREY HEIGHT = 19.11 METERS
PRINCIPAL BUILDING SETBACKSFRONT (SOUTH/LOUGHEED) ALLOW 3.0 M PROPOSED = 0.0 MREAR (NORTH) ALLOW 6.0 M PROPOSED = 3.4 MSIDE EXTERIOR(EAST/BLUE MOUNTAIN) ALLOW 3.5 M PROPOSED = 0.0 MSIDE INTERIOR (WEST) ALLOW 3.0 M PROPOSED = 1.2 M
NUMBER OF PARKING SPACES1 SPACE PER 40 M2 OF GROSS GFA
REQUIRED = 107.84 = 108 SPACESPROPOSED = 103
PROPOSED REGULAR = 71 SPACESPROPOSED SMALL CAR = 32 SPACES
MAX. SMALL CAR PERMITTED = 30% OF REQUIRED30% X 108 TOTAL REQUIRED = 32 SPACES MAX.
VARIANCE REQUIRED = 3.84 SPACES OR 3.6%
REGULAR PARKING STALL SIZESREQUIRED = 2.74 M X 5.80 MPROVIDED = 2.74 M X 5.80 M
SMALL CAR PARKING STALL SIZESREQUIRED = 2.60 M X 5.00 MPROVIDED = 2.60 M X 5.00 M
MANOEUVRING AISLEMINIMAL WIDTH REQUIRED = 6.7 MMINIMAL WIDTH PROVIDED = 6.7 M
ACCESSIBLE PARKINGSIZE REQUIRED = 4.0 X 5.80 MREQUIRED NUMBER = 2 (76 - 125 REQUIRED SPACES)PROVIDED NUMBER = 2
LOADINGREQUIRED = 1PROVIDED = 1REQUIRED SIZE = 3.0 M X 7.6 M
1" = 160'-0"1 KEY PLAN
1" = 40'-0"2 SITE PLAN ACCESS OFF LOUGHEED
CITY GFALevel Name Area
RETAIL/M RETAIL CITY GFA 4506 SFRETAIL/M RETAIL 106 CITY GFA 854 SF
2ND FLOOROFFICE 1
OFFICE 1 CITY GFA 14073 SF
3RD FLOOROFFICE 2
OFFICE 2 CITY GFA 14077 SF
4TH FLOOROFFICE 3
OFFICE 3 CITY GFA 12923 SF
Grand total: 5 46432 SF
Revision ScheduleNo. Description Date
DN
BLU
E M
OU
NT
AIN
LOUGHEED3.
64 m
CANADIAN MERCHANT SERVICEGUILD
1.20 m
26.50 m
BIKE LANE
NEW CONCRETE CITY SIDEWALK
MH
EXIT
ENTRY
22' -
0 1
/4"
R 1
2 m
3.00 m
CONCRETE LETDOWN
2 7' -
4 7
/ 8"
19' - 4"
10' -
8"
R 12 m
R 12 m
GARBAGE ENCLOSURE
29.97 m
26.29 m26.88 m
28.26 m
28.92 m
26.47 m
29.27 m
28.05 m
29.11 m 29.27 m
28.05 m
28.05 m
A1305
LOADING
5' -
7"
EXISTINGCONC. WALKWAY
NEW GRASSED BOULEVARD
NEW GRASSED BOULEVARD (SEE LANDSCAPE DRAWING)
3.00
m
7.60 m
5.30 m
5x5x5 TRANSFORMEROVER 6X6 CONC PAD
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:53 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
SITE PLAN ACCESSTO PROPERTY
A10121020
Issue Date
3/32" = 1'-0"1 SITE PLAN
Revision ScheduleNo. Description Date
DN
UP
UP
2
A111
3
A111
P2 41 PARKING STALLS(13 SMALL CAR)
157
SF
EL
EV
. VE
ST.
P2
61 S
FE
LE
V. 1
P2
61 S
FE
LE
V. 2
P210
4 S
FE
LE
V. M
AC
H. R
M
300 SFSTORAGE ROOM 8
UNDISTURBED SOIL
N
2
A119
1
A113
11.2
%
3%
23.69 m
21.02 m
22.65 m
21.98 m
DN
DN
DN
2
A113
DN
RAMP ABOVEUP TO 24.36 M LEVEL
11.6
0 %
21.02 m
SC SC
SC SC SC SC
63 64 65 66 67 68 69 70 71 72 73 74 75 76 77
80 81 82 83 84 85 86 87 88 89 90
101100999897969594939291 102 103
78 79
1
A114
2
A114
1
A115
2
A115
8"14
' - 4
"2'
- 8
"45
' - 5
3/8
"
17' -
0"
2' -
8"
22' -
0 1
/4"
19' -
7 3
/4"
41' -
4"
21' - 4" 105' - 7 7/8"
1' -
4"
17' -
0"
44' -
3 3
/4"
22' -
0 1
/4"
19' -
0"
8"
1' -
9 5
/8"
135.
00°
8' - 6" 57' - 5 7/8" 5' - 8" 6' - 8" 8' - 8" 2' - 2" 69' - 10"
158' - 11 7/8"
105.01°
1' - 4" 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" 1' - 4"
2ND FLOOROFFICE WALLS ABOVE
1
A116
3
A123
LEVEL FLOORTO MEET DOOR
1
1
2
2
3
3
4
4
5
5
6
6
BB
CC
DD
EE
FF
AA
1
A118
2
A118
1
A119
1' - 0"3' - 6" GUARD
1
A117
146 SF
PARKING EXITSTAIR 1
136 SF
PARKING EXITSTAIR 2
2
A117
3.24%
1
A126
3' - 6" GUARD
2
A126
3' - 0"
19 R
ISE
RS
@ 6
3/4
"
17 R
ISE
RS
@ 7
"
3
A126
6' - 0"
4
A1201
A120
2
A120
3
A120
1
A121
2
A121
FLOORDRAIN
FLOORDRAIN
FLOORDRAIN
FLOORDRAIN
ZZ
ZZ
D15
D8
D8
D15 D15
D17
W13
SC SC SC SC SC SC SC
9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 4' - 3 7/8"
8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 4" 4' - 7 7/8" 2' - 8" 6' - 8" 8' - 10 1/8" 4' - 9 5/8" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 7' - 0 1/2"
8' - 6"
2
A116
A1271
A1273
10"
W13
17' -
8"
D36
D15
5' - 0"
MAX. 10 M TRAVEL DISTANCE IF ONE EXIT
22' -
0"
25' - 5 7/8"
2
23
3
3
2
2
22
99
3
3
3
3
33
2
3
3
7' - 10"
6' - 6"
W15B
9
3
9
9STORAGE ROOM 5287 SF
STORAGE ROOM 7297SF
STORAGE ROOM 6303 SF
1' - 0"
6' - 0"
22' -
0"
2' -
0"
2' -
9"
1' - 0"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:53 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
P2 PARKING LAYOUT
A10221020
Issue Date
1/8" = 1'-0"1 P2 PARKING LAYOUT
Revision ScheduleNo. Description Date
UP
DN
DNUP
DNUP
2
A111
3
A111
157
SF
EL
EV
. VE
ST.
P1
2
A119
DN
DN
DN
DN
1
A113
11.2
%
2.4%
11.3
%
37 PARKING STALLS P1(11 SMALL CAR)
24.36 m 25.25 m
25.92 m26.70 m
2
A113
RA
MP
DN
TO
P2
23.6
9 M
LE
VE
L
2.8%
27.71 m PARKING LEVELABOVE
RA
MP
UP
TO
RE
TA
IL27
.71
M L
EV
EL
N
26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
41 42 43 44 45 46 47 48 49 50
626160595756555453
1
A114
2
A114
1
A115
2
A115
19' -
8"
37' -
0 1
/8"
7' -
9 5
/8"
8' -
6 1
/8"
2' -
11
3/8"
12' -
9"39' - 5" 5' - 8" 6' - 8" 8' - 8" 2' - 2" 47' - 11 3/4" 8" 21' - 2 1/4"
158' - 11 7/8"
24' - 11 1/8" 7' - 9 1/4" 2' - 6 7/8" 11' - 6 5/8" 3' - 11"6"
15' - 0"6"
3' - 0" 12' - 11 3/4" 2' - 0 3/8" 14' - 7 5/8" 18' - 0 7/8"3' - 0 1/8"
12' - 4 1/2"
5' -
3"
3' -
0"
2' -
11
5/8"
3' -
0 1
/4" 5'
- 1
1 1/
8"2' - 0 3/8"1"
4' - 0" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 7' - 2" 8" 6' - 8" 6' - 2" 2' - 4"4' - 5 7/8" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 3' - 0"8"
16' -
8"
1' -
8"
1' -
4"
105' - 7 7/8"
7' - 4"
RETAILWALLS ABOVE
2ND FLOOR OFFICEWALLS ABOVE
2ND FLOOROFFICE WALLSABOVE
1
A116
3
A123
RETAIL RECESSWALLS ABOVE RETAIL RECESS
WALLS ABOVE
RETAILWALLS ABOVE
LEVELINGTO MEET DOOR
RETAILWALLSABOVE
5852
51
1
1
2
2
3
3
4
4
5
5
6
6
BB
CC
DD
EE
FF
A
8' -
10"
1
A118
2
A118
1
A119
3' - 6"GUARD
1
A117
136 SF
PARKING EXITSTAIR 2
146 SF
PARKING EXITSTAIR 1
2
A117
3' - 6"GUARD
2
A126
87' -
1 5
/8"
17' -
8"
4' -
4 1
/2"
41' -
0"
5' -
3"
3' -
0"
21 R
ISE
RS
@ 6
3/4
"
20 R
ISE
RS
@ 6
1/2
"
3
A126
4
A120
1
A1202
A120 3
A120
1
A121
2
A121
17' -
5 3
/8"
14 X 11 TRANSFORMERPAD AT GRADE
FLOORDRAIN
FLOORDRAINFLOOR
DRAIN
FLOORDRAIN
ZZ
ZZ
D15 D15
D8
D8
D17
D17
D17
D15
D30
W13
265 SFSTORAGE ROOM 1
268 SFSTORAGE ROOM 2
263 SFSTORAGE ROOM 4
175 SFTEL ROOM
254 SFELECTRICAL ROOM
317 SF
MECHANICALROOM
9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"
SC SC
SC SC SC SC SC SC SC SC SC
21' - 10"
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"
2
A116
A1272
A1274
8"
17' -
8"
W13
D1530' - 2" 29' - 8"
14' - 0"
10' -
7"
W15B
99
3
3
3
33
3
3
3
3
3
2
2
2 2 2
STORAGE ROOM 3102 SF
21' - 8"
2' -
6"
MOVE COLUMN TOCENTER OF PARKING
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:54 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
P1 PARKING LAYOUT
A10321020
Issue Date
1/8" = 1'-0"1 P1 PARKING LAYOUT
Revision ScheduleNo. Description Date
1 Revision 1 Date 1
DN
UP
DN
UP
DN
DN
DN
DN
UP
DN
DN
2
A111
3
A111
RETAIL/ MAIN PARKING
PARKADE ENTRY
BLU
EM
OU
NT
AIN
RETAIL/ MAIN 25 PARKING STALLS(8 SMALL CAR)
3' SIDEWALK
3' S
IDE
WA
LK
H/C H/C
302 SFMAIN LOBBY
61 S
FE
LE
V. 1
61 S
FE
LE
V. 2
GLASS AWNING ABOVE
GLASS AWNING ABOVE
ENTRY
CONCRETE LETDOWN
CONCRETELETDOWN
6' - 10 5/16"
5' - 10 9/16"2
A119
DN
1
A113
11.6
%
29.21 m
28.53 m
3.5%
4% 3.5%
DN
DN
DN DN
2
A113
29.42 m
29.42 m
30.18 m
6" CURB
WALKWAYABOVE
SC SC SC SC SC SC
29.42 m29.42 m
LOUGHEED HIGHWAY
27.60 m
A1042
RETAIL 106ABOVE (DOTTED)
RA
MP
DN
P1
27.0
4 M
LE
VE
L
7' - 3"HEADROOM
UPTOILETRM
TOILETRM
TOILETRM
30.18 m
N
CONCRETE CURBCUT BOTH SIDES
29.27 m
28.05 m
29.11 m
29.27 m
28.05 m
28.05 m
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
16 17 18 19 20 21 22 23 24 25
1
A114
2
A114
1
A115
2
A115
149' - 1 7/8"
111'
- 8
1/8
"
19' -
8"
22' -
0 1
/4"
3' -
11
3/4"
5' -
0"
25' -
0"
12' -
7 1
/4"
2' -
1"
16' -
1 5
/8"
7' -
2 7
/8"
4' -
2 7
/8"
12' -
4 1
/2"
1"
5' - 9"
17' - 9 1/8" 5' - 7"
3' -
11
3/8"
17' - 7 7/8"2' - 6"
6" 10' - 11" 5' - 6" 11' - 2" 5' - 9" 10' - 8" 4' - 5 1/4"
2 3/4" 8"
12' - 0"
8"
ROAD DEDICATION
5.30 m
ROAD DEDICATION (HATCHED)
5.30 m
PROPOSED FIRE HYDRANT43.57 METRES TO FIREDEPT. CONNECTION
2ND FLOOROFFICE WALLS ABOVE
2ND FLOOROFFICE WALLS ABOVE
FIRE DEPT.CONNECTION
4.5
%2%
1
A116
3
A123
9' - 0" 4' - 0"
29.39 m
29.37 m 2.64%
1
1
2
2
3
3
4
4
5
5
6
6
BB
CC
DD
EE
FF
9' - 0" 9' - 0" 8' - 11 7/8" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 11 7/8"
24' -
6"
6" HIGH CONC. CURB
NEW GRASSED BOULEVARD
NEW CONCRETE CITY SIDEWALK
NEW GRASSED BOULEVARD
14.75 M
6.20 M
7.52
M
5.05
M
SCSC
6' -
0"
6' -
0"
6' -
0"
AA
1
A118
2
A118
1
A119
1
A117
137 SF
PARKING EXITSTAIR 2
PARKING EXITSTAIR 198.84 SF
2
A117
1' - 4"
3' - 3 7/8"
3' -
5"
4' -
3 1
/4"
1
A126
2
A126
3' SIDEWALK
3' - 0"
5 R
ISE
RS
@ 6
3/4
"
3 RISERS @ 6 3/4"
3
A126
4
A1201
A120
2
A120 3
A120
1
A121
2
A121
28.77 m
20' - 2"
22' -
0"
22' -
0"
8' - 5 7/8"
TRENCH DRAINOUTSIDE OFBUILDING (EASTOF GRID 6)
TRENCHDRAIN
FLOORDRAIN
FLOORDRAIN
FLOORDRAIN
FLOORDRAIN
14' - 0"
3' - 0
"
D11
D10
D8
D11
D35
D20
D20 D20
D8
D35
D35
D35D35D34
D35
30.03 m
D38
4' -
1 1
/2"
3' -
0"
W10
W10W2 W2
W3
W3
13' -
4"
W14
D38 D38 D38 D38
D38
9' - 0"
2
A116
D10
3.13%
4' - 0"
46 SFVESTIBULE
A1276
A1277
14 R
ISE
RS
@ 6
7/8
"
5 RISERS @ 6"
4 R
ISE
RS
@ 6
7/8
"
A12714
3' - 6" GUARD RAIL6
A124
16' -
6"
.
3' - 6" GUARD RAIL
3' -
0"
17' - 4 7/8"
8"
8"
14 X 11 TRANSFORMERPAD AT GRADE
W15A
7' -
0"
1
A125
2
A125
7' - 6 1/2"
6' -
0"
TOILETRM
TOILETRM
TOILETRM
4' - 11 5/8"
ROUGH INFOR FUTURETOILET RMS(TYPICAL)
7
7
7
7
7
7
D20D20
D20
3
3
3
3
6' - 6"5' -
10"
15' - 0"
4' - 7" 4' - 8" 4' - 7 1/2"
MAX. 1.65M BETWEENHANDRAILS
17' -
8"
6' - 0"
26' -
0 1
/8"
21' -
10
5/8"
26' -
0 1
/8"
39' -
9"
124' - 1 7/8"
22' - 8" 101' - 5 7/8"
37' - 6 1/2" 13' - 9 1/2" 18' - 7 1/8" 18' - 11" 25' - 3 1/4"
30' -
2 1
/4"
11"
29.42 m29.42 m
29.42 m
29.42 m
28.54 m
29.37 m
28.54 m
SIDE-MOUNTEDGUARDRAILSTARTING AT BOTOF RAMP
SIDE-MOUNTEDGUARDRAIL
28.71 m
S.L. 6706 SF
S.L. 5814 SF
S.L. 4459 SF
S.L. 3462 SF
S.L. 2764 SF
S.L. 1498 SF
6' - 0"5' - 9"4' - 8"
3' - 4" 3' - 4" 3' - 4"3' - 4"3' - 4"
3' - 4"
28.75 m
9' - 2"
3.50%
30.03 m
36' -
6"
36' -
6"
21' - 4"
21' - 4"
TOILETRM
OCCUPANCY WILL BESHOE REPAIR AND/OROTHER SIMILAR USE THATDOES NOT REQUIRESTOREFRONT EXPOSURE
D20
W13D10
W13
S.L. 71240 SF
6" STEP
30.18 m
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:55 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
RETAIL/ MAIN1ST FLOOR PLAN
A10421020
Issue Date
1/8" = 1'-0"1 RETAIL/ MAIN
1/8" = 1'-0"2 RETAIL 106
Revision ScheduleNo. Description Date
1 Revision 1 Date 1
UP DNUP
DN
2
A111
3
A111
D2
6' -
1"
2' -
4"
4' -
0"
D1
167 SFMENS 2ND FLOOR
113 SF
WOMENS 2NDFLOOR
D1
D11
164 SFEXIT STAIR 1
D1
8' - 4"
D1
18 SFELECT
974 SFCORR 212
61 S
FE
LE
V. 1
61 S
FE
LE
V. 2
13 SFSHAFT
8' - 7" 4' - 9 7/8"
70' - 1 7/8"
135.00°
1' - 0"
19' - 8" 25' - 0 5/8" 18' - 1 1/4" 7' - 1" 13' - 10 3/8" 17' - 11 3/8" 23' - 8"
D1
CONCRETE PAVERS
1
A113
6' - 2 1/8"
4' -
2"
10' -
4"
5' -
11
1/8"
D29
52 SFTOILET RM
6' - 5 7/8"
6' -
1"
3' -
8"
1' -
1 1
/4"
0.61 m
105.01°
1
A114
2
A114
1
A115
2
A115
8"10
' - 4
"10
"3'
- 2
"5'
- 0
"3'
- 4
"5'
- 0
"3'
- 4
"5'
- 0
"4'
- 7
1/2
"13
' - 1
1/8
"6'
- 6
1/2
"25
' - 2
1/4
"8'
- 1
0 3/
4"5'
- 0
"11
' - 8
"8"
111'
- 8
1/8
"
3' - 4" 5' - 0" 3' - 5 7/8" 5' - 0" 3' - 2 1/4" 27' - 0 3/8" 25' - 1 3/8" 7 1/8"5' - 0"
7" 17' - 11 1/2" 9' - 9 1/2" 5' - 0" 11' - 4 5/8" 8' - 0 1/4"
3' - 4 1/8"
5' - 0" 3' - 3 7/8" 5' - 0" 3' - 4 1/8"
38' -
4 5
/8"
3' -
4 3
/4"
11' -
9 1
/4"
11' -
0"
4' -
0"
5' -
0"
3' -
4"
5' -
0"
3' -
4"
5' -
0"
5' -
8 1
/4"
45' -
10
1/4"
5' -
0"
4' - 0"
5' - 0
"4'
- 3 1
/4"5'
- 0"
1
A116
1
1
2
2
3
3
4
4
5
5
6
6
BB
CC
DD
EE
FF
AA
37 SFEXIT STAIR 2
1
A118
2
A118
1
A119
1
A117
2
A117
-
---
3
A126
4
A1201
A120
2
A120
3
A120
1
A121
2
A121
D2D1
D1
D1
D1 D1 D1
D31 D31
D31
D31
D13
D4
D1
D31D31
W9 W8
W9
W8 W8 W8 W8 W8 W8 W8 W8 W8 W8A
W9
W9
W8
W8
W8
W8
W8
W8
W9
W9
W9
W9
W16W16W16W16W16W16W16W16W16
W9
W9
W9
W9
W8
W8
W8
W9
W17
2
A116
4' -
0"
D37
407 SFELEVATOR LOBBY
A1275
A1278
A12713
D13
3' - 11 3/8"
A1245
15' -
0 7
/8"
6.01
m
17' -
8"
12' -
3 1
/8"
105 SFVESTIBULE
4
5
4
1' - 6"
3
2
7
7
7
7
3
7
7
7
7
7
7
7
3
2
7
7
7
7
7
7
7
1' -
6"
1' - 0"
TYPICAL CONC. COLUMNSTHROUGHOUT (SEE STRUCT)
D37
25' -
6 3
/4"
44' -
5 1
/8"
26' -
6 1
/4"
4' -
2"
11' -
0"
111'
- 8
1/8
"
20' - 0 1/8" 52' - 1 3/4" 6' - 2 1/8" 52' - 1 7/8" 20' - 0"
150' - 5 7/8"
3'-6" CONCRETE GUARD
3'-6" GLASS/ALUM GUARDRAIL 3'-6" GLASS/ALUM GUARDRAIL
S.L. 13972 SF
S.L. 121278 SF
S.L. 111211 SF
S.L. 101116 SF
S.L. 91207 SF
S.L. 8989 SF
S.L. 191023 SF
S.L. 18975 SF
S.L. 17483 SF
S.L. 16982 SF
S.L. 15864 SF
S.L. 14698 SF
2
2
2
2
2
10"2
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:56 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
OFFICE 12ND FLOOR PLAN
A10521020
Issue Date
1/8" = 1'-0"1 2ND FLOOR OFFICE 1
Revision ScheduleNo. Description Date
UPDN
UPDN
2
A111
3
A111
150' - 5 7/8"
6' -
1"
164 SFEXIT STAIR 1
D1D1
D1 D1 D1
D1D1
25' - 0 5/8" 27' - 0 5/8"
18 SFELECT
61 S
FE
LE
V. 1
61 S
FE
LE
V. 2
6' - 11 3/8" 23' - 0" 23' - 8"
4' - 0"
75' -
1 3
/8"
25' -
6 3
/4"
100'
- 8
1/8
" 845 SFCORR 312
4' -
2"
ROAD DEDICATION
5.30 m
1
A113
110' - 5 5/8" 20' - 0"
3' - 4" 3' - 4"3' - 5 7/8"
20' - 0 1/8"
3' - 4 1/8" 5' - 0" 3' - 3 7/8" 5' - 0" 3' - 4 1/8"52' - 8 7/8" 5' - 0" 28' - 4" 5' - 0" 19' - 4 7/8"
2' -
4"
6' - 1 3/8"
6' - 6 5/8"
D4
D419 SF
TEL. COM.
6' -
1"
1
A114
2
A114
1
A115
2
A115
1
A116
1
1
2
2
3
3
4
4
5
5
6
6
BB
CC
DD
EE
FF
13 SFSHAFT
A
49' -
8 1
/4"
168 SFEXIT STAIR 2
1
A118
1
A119
1
A117
2
A117
4
A1201
A120
2
A120 3
A120
1
A1212
A121
3' - 4" 5' - 0"
D1 D1 D1
D1D1
W8
W9
W8 W8 W8 W8 W8 W8 W8 W8 W8 W8A
W9
W9
W8
W8
W8
W8
W8
W8
W9
W9
W9
W9
W16W16W16W16W16W16W16W16W16
W9
W9
W9
W9
W8
W8
W8
W9
W9
W9 W9
W16AW16AW16AW16A
W17
2
A116
411 SFELEVATOR LOBBY
A1279
5' - 0" 20' - 0" 5' - 0" 3' - 4" 5' - 0" 4' - 0"
A12712
12' -
3 1
/8"
D2
4' -
0"
4' -
0"
166 SFMENS 3RD FLOOR
113 SF
WOMENS 3RDFLOOR
D2
7' - 4"
7
3
3
3
7
7 2
7 7
7
7
77
77
7
7
7
7 77
1' -
6"
1' - 0"
5
4
4
D37
5' - 0"
S.L. 25972 SF
S.L. 241278 SF
S.L. 231211 SF
S.L. 221116 SF
S.L. 211207 SF
S.L. 20989 SF
S.L. 311024 SF
S.L. 301010 SF
S.L. 29750 SF
S.L. 28974 SF
S.L. 27862 SF
S.L. 26698 SF
2
2
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:57 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
OFFICE 23RD FLOOR PLAN
A10621020
Issue Date
1/8" = 1'-0"1 3RD FLOOR OFFICE 2
Revision ScheduleNo. Description Date
DNDN
2
A111
D1
842 SFCORR 412
D1
17' - 8" 25' - 0 5/8" 27' - 0 5/8" 6' - 11 3/8" 23' - 0" 23' - 8" 20' - 1 1/4"
164 SFEXIT STAIR 1
61 S
FE
LE
V. 1
61 S
FE
LE
V. 2
13 SFSHAFT
38' -
2 3
/8"
5' -
0 5
/8"
6' -
8"
2X2 CONCRETE PAVERS
1' - 0"
75' -
1 3
/8"
18 SFELECT
6' - 6 5/8"
3.4
M S
ET
BA
CK
3.6
M S
ET
BA
CK
10' -
7 3
/8"
6' - 4 1/4"
19' - 4 3/4"
18' - 4"
5' - 11 1/8"
1
A114
100'
- 8
1/8
"
150' - 5 7/8"
3' - 4" 5' - 0" 3' - 5 7/8" 5' - 0" 3' - 2 1/4" 110' - 5 5/8" 3' - 4 1/8" 5' - 0" 3' - 3 7/8" 5' - 0" 3' - 4 1/8"
6' -
6 1
/2"
27' -
11
1/4"
146' - 5 7/8"
1' - 0"
4' -
0"
5' -
0"
3' -
4"
5' -
0"
3' -
4"
5' -
0"
26' -
2 3
/8"
21' -
8"
1' -
7"
8' -
10
3/4"
5' -
0"
9' -
2"
2' -
6"
4' -
0"
5' -
0"
3' -
4"
5' -
0"
3' -
4"
5' -
0"
5' -
8 1
/4"
69' -
3 7
/8"
11' - 9 7/8" 5' - 0" 2' - 10 1/8" 25' - 0 5/8" 25' - 2 1/4" 11" 12' - 0" 11 3/8"3' - 0 5/8" 14' - 10 3/4" 23' - 8" 7' - 6 1/4" 13' - 7"
8' - 9 3/4" 5' - 0 5/8"
3' -
1 3
/8"
22' -
6 7
/8"
135.00°
135.00°
1
A116
1
1
2
2
3
3
4
4
5
5
6
6
BB
CC
DD
EE
FF
AA
49' -
8 1
/4"
6' -
1"
157 SFEXIT STAIR 2
1
A118
2
A118
1
A119
1
A117
2
A117
4
A1201
A120
2
A120 3
A120
1
A1212
A121
D1
ZZ
ZZ
D1 D1 D1 D1 D1D1
D1
D31 D31
D4
D31 D31
W4
21' - 8 3/8"
W5
21' - 8"13' - 5 7/8"
W4 W6 W4W5
W9
W9
W9
W9
W9
W17
W9
W9
W9
21' - 7 7/8"
21' -
8"
21' - 8"
W17 W17 W17 W17 W17A
21' - 1"3' - 2 3/4"21' - 9 1/4"
W9
W9
30' -
0"
5' -
0"
W11
W12
W9
W9
W9
W9W9
2
A116
411 SFELEVATOR LOBBY
A12710
1' - 0"4' - 0"
A12711
D2
4' -
0"
4' -
0"
153 SFMENS 4TH FLOOR
D22' - 0 1/8" 2' - 0"
113 SF
WOMENS 4THFLOOR
7
7 7
7
7
7
7 7
7
7
7
3
2
7
7
3
3
33
3
3
7
D37
D13 D13
ZZ ZZ ZZ ZZ
4
5
4
4
4
4
W11
8
A123
S.L. 37972 SF
S.L 361278 SF
S.L. 351211 SF
S.L. 341116 SF
S.L. 331207 SF
S.L. 32989 SF
S.L. 41718 SF
S.L. 40971 SF
S.L. 391202 SF
S.L. 381274 SF
2
2
2
2
2
10
2
10
2
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:58 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
OFFICE 34TH FLOOR PLAN
A10721020
Issue Date
1/8" = 1'-0"1 4TH FLOOR OFFICE 3
Revision ScheduleNo. Description Date
5.30 m
1
1
2
2
3
3
4
4
5
5
6
6
BB
CC
DD
EE
FF
A
1.9%
1.9%
SLOPEDTO DRAIN
SLOPEDTO DRAIN
SLO
PE
TO
MA
IN R
OO
F
CONCRETESPLASH PADS
4'-0" WIDEOPENINGBELOW
5' - 0"4' - 0"
8"10"
1' -
0 3
/4"
135.
00°
4'-0" WIDEOPENINGBELOW
4' - 0"
4'-0" WIDEOPENINGBELOW
3.00
%
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:58:58 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
ROOF PLAN
A10821020
Issue Date
1/8" = 1'-0"1 ROOF PLAN
Revision ScheduleNo. Description Date
RETAIL/M96' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
12' -
0"
12' -
6"
12' -
6"
13' -
6"
NORTH ELEVATION
PAINTED CONCRETE "PEANUTSHELL" 2162-40 BY BENJAMINMOORE
PAINTED CONCRETE "PEANUTSHELL" 2162-40 BY BENJAMINMOORE
PAINTED CONCRETE "PEANUTSHELL" 2162-40 BY BENJAMINMOORE
CLEAR DOUBLE-GLAZEDTHERMALLY BROKENALUMINUM WINDOWS
GLASS SPANDREL "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE
28.83 m
AVERAGE GRADE = 29.12 M
CRU SUSPENDED SIGNAGE
CLEAR DOUBLE-GLAZEDTHERMALLY BROKENALUMINUM WINDOWS
ALL ALUMINUM WINDOW &DOOR ENTRANCE DOORFRAMES TO BE "FRESH CLAY"2093-20 BY BENJAMIN MOORE
12' -
6"
12' -
6"
13' -
6"
12
34
56
3' - 4"
8' -
2"
8' -
2"
EXHAUST VENT LOUVRES (SEE MECH.)PAINTED TO MATCH SPANDREL COLOUR
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
SOUTH ELEVATION
BRICK CLADDING "WALNUTCREEK IRON SPOT" BYHEBRON BRICK COMPANY
GLASS SPANDREL "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE
LAMINATED TINTED GLASSCANOPY (TYPICAL)
PAINTED CONCRETE "PEANUTSHELL" 2162-40 BY BENJAMINMOORE
PAINTED CONCRETE "PEANUTSHELL" 2162-40 BY BENJAMINMOORE
LAMINATED TINTED GLASSCANOPY (TYPICAL)
GLASS SPANDREL "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE
PAINTED CONCRETEENTRANCE HOOD "FRESHCLAY" 2093-20 BY BENJAMINMOORE
SURFACE MOUNTED SIGNAGE OVERPAINTED CONCRETE PANEL "WHITE"
AVERAGE GRADE = 29.12 M
28.83 m
28.83 m
28.83 m
ALL ALUMINUM WINDOW &DOOR ENTRANCE DOORFRAMES TO BE "FRESH CLAY"2093-20 BY BENJAMIN MOORE1 2
3 4
5 6
EXTERIOR LEDLIGHT FIXTURES
EXTERIOR LEDLIGHT FIXTURES
13' -
6"
12' -
6"
12' -
6"
10' -
6"
11' -
0"
3' - 4"3' - 4"
3' - 4"3' - 4"
5' - 0" 5' - 0"5' - 0"
5' - 0"5' - 0"
5' - 0"
21' -
6"
5' - 0"
2 1/
2"
2' -
1 1
/4"
4' - 0" 4' - 0" 4' - 0"
9' -
6"
3' - 4"3' - 0" 3' - 4"14" X 12" EXHAUST VENT
(HIDDEN)(SEE MECH)
EXHAUST VENT LOUVRES (SEE MECH)PAINTED TO MATCH SPANDREL COLOUR
EMBEDEDSTEEL PLATES
8' -
6 1
/4"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:04 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
NORTH/ SOUTHELEVATIONS
A10921020
Issue Date
1/8" = 1'-0"1 NORTH ELEVATION
1/8" = 1'-0"2 SOUTH ELEVATION
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
EAST ELEVATION
GLASS SPANDREL "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE
CLEAR DOUBLE-GLAZEDTHERMALLY BROKENALUMINUM WINDOWS
PAINTED FASCIA "MARSHBROWN" 2164-20 BY BENJAMINMOORELAMINATED TINTED GLASS
CANOPY (TYPICAL)
BRICK CLADDING "WALNUTCREEK IRON SPOT" BYHEBRON BRICK COMPANY
BRICK CLADDING "WALNUTCREEK IRON SPOT" BYHEBRON BRICK COMPANY
PAINTED CONCRETEENTRANCE HOOD "FRESHCLAY" 2093-20 BY BENJAMINMOORE
29.95 mNE
SE
28.83 m
AVERAGE GRADE = 28.83 M
26.68 m
BCDE
F
PAINTED CONCRETE "ARIZONATAN 2162-50 BY BENJAMINMOORE
PAINTED CONCRETE "PEANUTSHELL" 2162-40 BY BENJAMINMOORE
A
7' -
0"
5' -
0"
12' -
0"
12' -
6"
2' -
0"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
WEST ELEVATION
PAINTED CONCRETEENTRANCE HOOD "FRESHCLAY" 2093-20 BY BENJAMINMOORE
GLASS SPANDREL "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE
BRICK CLADDING "WALNUTCREEK IRON SPOT" BYHEBRON BRICK COMPANY
DOOR PAINTED "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE
31.11 m
SW
NW
28.83 m
AVERAGE GRADE = 28.83 M
B C D E
F
A
2' -
1 1
/4"
1' -
0"
21' - 8"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:09 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
EAST/ WESTELEVATION
A11021020
Issue Date
1/8" = 1'-0"1 EAST ELEVATION
1/8" = 1'-0"2 WEST ELEVATION
BUILDING HEIGHT CALCULATIONS
FOUR (4) OUTERMOST GRADES AT BUILDING/STRUCTURE:NW 31.01 MNE 30.22 MSW 27.11 MSE 26.98 MTOTAL 115.32 M / 4
AVERAGE GRADE = 28.83 M
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
PARKADE ENTRY
12' -
6"
12' -
6"
12' -
0"
10' -
0"
10' -
0"
57' -
0"
P2P1
P1
RETAIL 106
ROOF PLAN147' - 0 1/4"
RETAIL/ MAIN
13' -
6"
RODERICK AVE
30.03 m
27.60 m
24.36 m
21.02 m
RETAIL/ MAIN
P2
A1111
PROPERTYLINE
FOOTING (SEE STRUCT.)
FOOTING (SEE STRUCT.)
RETAIL 105
10' -
11
7/8"
10' -
7 1
/4"
29.42 m
9' -
2"
9' -
10
5/8"
B C D E FA
6' -
10
3/4"
8' -
1 1
/8"
8' -
1 1
/8"
11.3%
15%
636 SFS.L. 19
633 SFS.L. 31
164 SFEXIT STAIR 1
164 SFEXIT STAIR 1
164 SFEXIT STAIR 1
888 SFS.L. 41
888 SFS.L. 30
888 SFS.L. 18
1164 SFS.L. 39
23.69 m
26.71 m
NO ROOF RATING
TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLAB BY STRUCT.(1-HR RATED FLOOR)
1 1/2 - HR RATED FLOOR
TYPICAL EXTERIOR DECK CONSTRUCTION2X2 CONC. PAVERSVINYL/RUBBER PEDESTAL2-PLY SBS MEMBRANE ROOFINGCONC. SLAB SLOPED 2% TO DRAIN(SEE STRUCT)
TYPICAL ROOF CONSTRUCTION2-PLY SBS ROOFING (CAP SHEET/BASESHEET/ADHESIVE OR PRIMER)PROTECTION BOARDRIGID INSULATION SLOPED TO DRAINSCONC. FLAT SLAB (SEE STRUCT)
26.71 m
23.69 m
1 1/2 - HR RATEDFLOOR
TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLAB BY STRUCT.(1-HR RATED FLOOR)
TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLAB BY STRUCT.(1-HR RATED FLOOR)
TYPICAL SLAB-ON-GRADE CONSTRUCTIONTRAFFIC MEMBRANE COATINGCONC. SLAB (SEE STRUCT.)6-MIL POLY VAPOUR BARRIERCOMPACTED GRANULAR MATERIAL
8"
10 1
/2"
5"10
1/2
"1'
- 1
"
10"
10"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
P2
MAIN/ RETAIL
P1
BLUE MOUNTAIN
ROOF PLAN147' - 0 1/4"
2.10
m
5.30 m
NEW PROPERTYLINE
FOOTING (SEE STRUCT.)FOOTING (SEE STRUCT.)
10' -
11
7/8"
10' -
7 1
/4"
ORIGINALPROPERTY LINE 12
34
56
137 SF
PARKING EXITSTAIR 2
136 SF
PARKING EXITSTAIR 2
136 SF
PARKING EXITSTAIR 2
S.L. 7818.9 SF
RETAIL 106
3.5%4.00%
2.76%
3.00%
28.53 m
25.25 m
21.98 m
21.02 m
24.37 m
27.60 m
30.03 m
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
8' -
10"
7' -
0"
8' -
2 1
/4"
SLAB BANDHERE
CONC CLOUMN
6' -
10
3/4"
4.00%
PARKING SLAB(SEE STRUCT.)
PARKING SLAB(SEE STRUCT.)
PARKING SLAB(SEE STRUCT.)
2ND FLOOROFFICE 1
108' - 6 1/4"
CEDAR WOOD PANELWITH ENGRAVED TEXT
GREY POWER COATED METALFRAME FOR GLASS CANOPY(SEE STRUCT)
BLACK POWER COATED METALVERTICAL SUPPORT (SEE STRUCT)
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:12 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING SECTIONS
A11121020
Issue Date
1/8" = 1'-0"2 NORTH/ SOUTH BUILDING SECTION
1/8" = 1'-0"3 EAST/ WEST BUILDING SECTION
1/2" = 1'-0"1 SIGNAGE DETAIL
Revision ScheduleNo. Description Date
1 Revision 1 Date 1
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
7' -
7"
3.50%
10' -
11
7/8"
10' -
7 1
/4"
6' -
10
3/4"
1 2 3 4 5 6
9' -
2"
4.00%
2.76%
3.00%
21.98 m
25.25 m
28.53 m
30.03 m
27.60 m
24.36 m
21.02 m
12.87%
DEPTH FOR ENTRY OPENINGONLY (SEE STRUCT.)
8' -
8"
6' -
8 1
/8"
CONCRETE BEAM(SEE STRUCT.)
5"10
1/2
"10
1/2
"
1' -
1"
5 "
5"10
1/2
"
9 "
10 1
/2"
PARKING SLAB(SEE STRUCT.)
SLAB ON GRADE(SEE STRUCT.)
PARKING SLAB(SEE STRUCT.)
SLAB ON GRADE(SEE STRUCT.)
29.06 m 29.58 m
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
123456
3.2%
300 SFSTORAGE ROOM 8
739 SFS.L. 2
447 SFS.L. 3
440 SFS.L. 4
302 SFMAIN LOBBY
790 SFS.L. 5
676 SFS.L. 6
888 SFS.L. 18
1246 SFS.L. 16
1161 SFS.L. 14
1084 SFS.L. 12
1177 SFS.L. 10
919 SFS.L. 8
912 SFS.L. 20
914 SFS.L. 32
1175 SFS.L. 34
1177 SFS.L. 22
1081 SFS.L. 24
1081 SFS.L. 36
1159 SFS.L. 38
1159 SFS.L. 26
1246 SFS.L. 40
1246 SFS.L. 28
888 SFS.L. 41
888 SFS.L. 30
25.92 m
22.65 m
23.69 m
26.70 m
29.42 m
10' -
0"
10' -
0"
12' -
0"
12' -
6"
12' -
6"
13' -
6"
3' -
4"
8' -
9 5
/8"
1' -
0 7
/8"
8' -
11
1/8"
10' -
8 7
/8"
1' -
5 3
/4"
10' -
0"
10' -
7 3
/4"
265 SFSTORAGE ROOM 1
268 SFSTORAGE ROOM 2
263 SFSTORAGE ROOM 4175 SF
TEL ROOM254 SF
ELECTRICAL ROOM
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:14 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING SECTIONS
A11321020
Issue Date
1/8" = 1'-0"1 EAST/ WEST BUILDING SECTION3
1/8" = 1'-0"2 EAST/ WEST BUILDING SECTION4
BLUE MOUNTAIN STREET
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
7' -
11
3/4"
10' -
0"
12' -
6"
9' -
2"
123456
BLUE MOUNTAIN STREET12.47%
10' -
11
7/8"
10' -
7 1
/4"
4%
2.8%
3%
30.03 m
27.60 m
24.36 m
21.02 m
21.98 m
25.25 m
28.53 m
33.08 m
4' -
5"
6' -
3 7
/8"
3' -
8 1
/8"
7' -
1"
2' -
11"
10' -
0"
10' -
0"
12' -
0"
12' -
6"
12' -
6"
13' -
6"
78' -
3"
640 SFS.L. 33
952 SFS.L. 21
946 SFS.L. 9
937 SFS.L. 11
453 SFS.L. 13
935 SFS.L. 15
954 SFS.L. 27
729 SFS.L. 25
838 SFS.L. 29
822 SFS.L. 17
636 SFS.L. 19
633 SFS.L. 31
1164 SFS.L. 39
RETAIL 106
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
1234
56
RETAIL 106
4%
2.8%
3%
21.02 m
24.37 m
27.60 m
21.98 m
25.25 m
28.54 m
29.21 m
25.92 m
22.65 m
10' -
7 1
/4"
10' -
11
7/8"
10' -
8 7
/8"
6' -
10
3/4"7%
29.24 m
BLUE MOUNTAIN STREET LOUGHEED HIGHWAY
2' -
0"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:16 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING SECTIONS
A11421020
Issue Date
1/8" = 1'-0"1 EAST/ WEST BUILDING SECTION5
1/8" = 1'-0"2 EAST/ WEST BUILDING SECTION6
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
123456
11.3
%15
%
11.2
%11
.2%
11.6
%
30.06 m
30.18 m
25.92 m
22.65 m
931 SFS.L. 35157 SF
EXIT STAIR 2
168 SFEXIT STAIR 2
37 SFEXIT STAIR 2
946 SFS.L. 9
952 SFS.L. 21
990 SFS.L. 23
937 SFS.L. 11
974 SFCORR 212
729 SFS.L. 25
1138 SFS.L. 37
954 SFS.L. 27
935 SFS.L. 15
167 SFMENS 2ND FLOOR
??
1164 SFS.L. 39
633 SFS.L. 31
838 SFS.L. 29
822 SFS.L. 17 636 SF
S.L. 19
164 SFEXIT STAIR 1
164 SFEXIT STAIR 1
164 SFEXIT STAIR 1
1' -
8"
TYPICAL POWDER-COATEDALUM GUARD RAILINGS WITHMAX. 4" SPACING
2.43%
3.24%
3.50%
2.43%
3.24%
21.02 m
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
123456
914 SFS.L. 32
1175 SFS.L. 34
1081 SFS.L. 36
842 SFCORR 412
1159 SFS.L. 38 1246 SF
S.L. 40888 SFS.L. 41
888 SFS.L. 30
1246 SFS.L. 28
1159 SFS.L. 26
845 SFCORR 312
1081 SFS.L. 24
974 SFCORR 212
1161 SFS.L. 14
1246 SFS.L. 16
888 SFS.L. 18
1084 SFS.L. 12
1177 SFS.L. 10
1177 SFS.L. 22
912 SFS.L. 20
919 SFS.L. 8
403 SFS.L. 1
30.06 m
30.18 m
25.92 m
3.29%
23.69 m
26.70 m
22.65 m
2.43%
3.24%
2.43%
3.24%
29.42 m
29.42 m
2' -
0"
7' -
0"
3' -
0"
1' - 0"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:20 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING SECTIONS
A11521020
Issue Date
1/8" = 1'-0"1 EAST/ WEST BUILDING SECTION 7
1/8" = 1'-0"2 EAST/ WEST BUILDING SECTION 8
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
B C D E FA
300 SFSTORAGE ROOM 8
2' -
0"
11' -
0"
2' -
0"
7' -
0"
2' -
0"
10"
11.23%
11.24%
640 SFS.L. 33
952 SFS.L. 21
946 SFS.L. 9
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
317 SF
MECHANICALROOM
254 SF
ELECTRICALROOM
919 SFS.L. 8
912 SFS.L. 20
914 SFS.L. 32
157 SFEXIT STAIR 2
198 SFEXIT STAIR 2
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
B C D E FA
A12213
13' -
6"
12' -
6"
12' -
6"
12' -
0"
1' -
0"
A12214
A1247
1138 SFS.L. 37 1159 SF
S.L. 38
954 SFS.L. 27 1159 SF
S.L. 26
935 SFS.L. 15 1161 SF
S.L. 14
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
61 SFELEV. 1
61 SFELEV. 2
61 SFELEV. 1 P2
61 SFELEV. 2 P2
1159 SFS.L. 38
1159 SFS.L. 26
1161 SFS.L. 14
790 SFS.L. 5
2% SLOPE
TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLABBY STRUCT. (1-HR RATED FLOOR)
TYPICAL EXTERIOR DECK CONSTRUCTION2X2 CONC. PAVERSVINYL/RUBBER PEDESTAL2-PLY SBS MEMBRANE ROOFINGCONC. SLAB SLOPED 2% TO DRAIN(SEE STRUCT)
TYPICAL ROOF CONSTRUCTION2-PLY SBS ROOFING (CAP SHEET/BASESHEET/ADHESIVE OR PRIMER)PROTECTION BOARDRIGID INSULATION SLOPED TO DRAINSCONC. FLAT SLAB (SEE STRUCT)
TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLABBY STRUCT. (1-HR RATED FLOOR)
TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLABBY STRUCT. (1-HR RATED FLOOR)
TYPICAL SLAB-ON-GRADE CONSTRUCTIONTRAFFIC MEMBRANE COATINGCONC. SLAB (SEE STRUCT.)6-MIL POLY VAPOUR BARRIERCOMPACTED GRANULAR MATERIAL
21.21 m
TYPICAL EXTERIOR DECK CONSTRUCTION2X2 CONC. PAVERSVINYL/RUBBER PEDESTAL2-PLY SBS MEMBRANE ROOFINGCONC. SLAB SLOPED 2% TO DRAIN(SEE STRUCT)
61 SFELEV. 1
61 SFELEV. 2
845 SFCORR 312
974 SFCORR 212
842 SFCORR 412
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:22 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING SECTIONS
A11621020
Issue Date
1/8" = 1'-0"1
NORTH/ SOUTH BUILDING SECTIONTHRU EXIT STAIR 2
1/8" = 1'-0"2 NORTH/ SOUTH CENTER SECTION
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
123456
636 SFS.L. 19
633 SFS.L. 31
1164 SFS.L. 39
4.00%
2.76%
3.00%
3.50%
2.76%
3.00%
6' -
10
3/4"
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
137 SF
PARKING EXITSTAIR 2
136 SF
PARKING EXITSTAIR 2
136 SF
PARKING EXITSTAIR 2
946 SFS.L. 9
952 SFS.L. 21
640 SFS.L. 33
P186' - 6 1/4"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
ROOF PLAN147' - 0 1/4"
B C D E FA
9' -
1 5
/8"
6' -
10
3/4"
9' -
8 3
/4"
10' -
1 3
/8"
36.89 m
40.70 m
10"
8' -
1 1
/8"
9' -
10
5/8"
1164 SFS.L. 39
633 SFS.L. 31
636 SFS.L. 19
888 SFS.L. 18
888 SFS.L. 30
888 SFS.L. 41
676 SFS.L. 6
STORAGE 1
10"
8"
10 1
/2"
10"
8"
1' -
1"
8"
30.03 m
27.60 m
24.36 m
21.02 m
26.47 m
23.71 m
15.00%
11.31%
29.42 m
14387 SFP1 ROUGH AREA
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:24 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING SECTIONS
A11721020
Issue Date
1/8" = 1'-0"1
EAST/ WEST BUILDING SECTION GRIDB/C WALL JUNCTIONS
1/8" = 1'-0"2
NORTH/ SOUTH BUILDING SECTION GRID1 WALL JUNCTIONS
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
B C D E FA
8"13
' - 6
"12
' - 6
"12
' - 6
"12
' - 0
"10
' - 0
"10
' - 0
"
78' -
0 7
/8"
5"
21.02 m
24.36 m
27.60 m
30.03 m
33.08 m
40.70 m
23.69 m
26.70 m
11.31%
15.00%
676 SFS.L. 6
888 SFS.L. 18
888 SFS.L. 30
633 SFS.L. 31
636 SFS.L. 19
1164 SFS.L. 39
888 SFS.L. 41
6' -
7"
5' -
11
5/8"
7' -
6 7
/8"
10' -
0"
3' - 8 1/8"
1' -
0 7
/8"
1' -
2 3
/8"
3' - 0"
11' - 0" 4' - 2" 26' - 6 1/4" 44' - 5 1/8" 25' - 6 3/4"
111' - 8 1/8"
4' - 0 1/4"
16' - 2 5/8"
16' - 2 5/8"
19' - 7 3/4"
3' - 4" 26' - 6 1/4" 12' - 8 3/8" 6' - 6 1/2" 25' - 2 1/4" 24' - 8 3/4"
WALL OPENINGFOR ONCOMINGTRAFFIC
----
A12411
6' -
10
3/4"
9' -
10
5/8"
8' -
11
1/8"
6' -
10
3/4"
CONC. COLUMN(SEE STRUCT.)
3' -
10"
----
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
BCDEF A111' - 8 1/8"
11' - 0"4' - 2"26' - 6 1/4"44' - 5 1/8"25' - 6 3/4"
26' - 6 1/4"12' - 8 3/8"6' - 6 1/2"25' - 2 1/4"
26' - 6 1/4"12' - 8 3/8"6' - 6 1/2"25' - 2 1/4"24' - 8 3/4"
4' - 2 3/4"10' - 0 1/8"
16' - 2 5/8"
BLUE MOUNTAINGARAGE ENTRY
952 SFS.L. 21
946 SFS.L. 9
403 SFS.L. 1
739 SFS.L. 2
A1234
5' - 0"
10' -
7"
13' -
6"
12' -
6"
12' -
6"
12' -
0"
TRANSFORMERON CONC. PAD
912 SFS.L. 20
919 SFS.L. 8
914 SFS.L. 32
931 SFS.L. 35
842 SFCORR 412
845 SFCORR 312
974 SFCORR 212
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
175 SFTEL ROOM
300 SFSTORAGE ROOM 8
4' -
0"
8"
3' -
6"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:26 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING RAMPSECTIONS
A11821020
Issue Date
1/8" = 1'-0"1
NORTH/ SOUTH BUILDING WEST RAMPSECTION
1/8" = 1'-0"2
NORTH/ SOUTH BUILDING EASTPARKING SECTION
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
123456
26.70 m
23.69 m
29.21 m
29.42 m
25.92 m
22.65 m
2' -
2 1
/2"
1' -
5 3
/4"
21' - 10"
21' - 10"
5' - 7 7/8"15' - 2"
5' - 1 1/4"
6 5/8"
4' - 0"
3.50%
2.43%
3.24%
10' -
0"
10' -
0"
12' -
0"
12' -
6"
12' -
6"
13' -
6"
1' -
0 7
/8"
1' -
2 3
/8"
4"
A1193
6"
13' -
0"
8"
9' -
10
5/8"
33.08 m 32.97 m
1081 SFS.L. 36
1175 SFS.L. 34
914 SFS.L. 32
912 SFS.L. 20
1177 SFS.L. 22
1081 SFS.L. 24
1159 SFS.L. 26
1159 SFS.L. 38
1246 SFS.L. 40
1246 SFS.L. 28
888 SFS.L. 41
888 SFS.L. 30
1161 SFS.L. 14
1246 SFS.L. 16
888 SFS.L. 18
1084 SFS.L. 12
1177 SFS.L. 10
919 SFS.L. 8
403 SFS.L. 1
14387 SFP1 ROUGH AREA
14681 SFP2 ROUGH AREA
411 SF
ELEVATORLOBBY
411 SF
ELEVATORLOBBY
407 SF
ELEVATORLOBBY
7"
2ND FLOOROFFICE 1
108' - 6 1/4"
1
CONC. BEAM(SEE STRUCT.)
4"
10"
2' -
2"3' -
0"
2' - 5"
1' - 0"
6"2'
- 2
"
10"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
10' -
0"
10' -
0"
12' -
0"
123456
29.42 m
22.65 m
26.70 m
23.69 m
30.18 m
3.5%
25.92 m
30.06 m
914 SFS.L. 32
912 SFS.L. 20
919 SFS.L. 8
403 SFS.L. 1
1175 SFS.L. 34
1177 SFS.L. 22
1177 SFS.L. 10
1084 SFS.L. 12
1081 SFS.L. 24
1081 SFS.L. 36
1161 SFS.L. 14
1159 SFS.L. 26
1159 SFS.L. 38
1246 SFS.L. 40
1246 SFS.L. 28
1246 SFS.L. 16
888 SFS.L. 18
888 SFS.L. 30
888 SFS.L. 41
11' -
10"
2.43%
3.24%
1' - 0"
7' -
0"
3' -
0"
2' -
0"
9' -
10
5/8"
8' -
11
1/8"
12' -
0"
12' -
6"
12' -
6"
13' -
6"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:29 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
BUILDING RAMPSECTIONS
A11921020
Issue Date
1/8" = 1'-0"1
EAST/ WEST BUILDING SOUTH RAMPSECTION
1/2" = 1'-0"3
FLOOR/ WALL/ GARAGE DOOR JUNCTIONDETAIL
1/8" = 1'-0"2 EAST/ WEST BUILDING SECTION 2
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
13' -
6"
12' -
6"
12' -
6"
12' -
0"
10' -
0"
10' -
0"
23.69 m
26.70 m
29.42 m
33.08 m
36.89 m
40.70 m
8' -
0"
3' -
2"
2' -
0"
9' -
0"
A1221
A1222
A1223
A1224
NO ROOF RATING
1 - HR RATED FLOOR
1 - HR RATED FLOOR
1 1/2 - HR RATED FLOOR
1 1/2 - HR RATED FLOOR
A1235
1 1/2"
1 1/2"
1 1/2"
FOOTING(SEE STRUCT.)
10"
2' -
0"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
F
8' -
1 1
/8"
9' -
1 5
/8"
13' -
6"
12' -
6"
12' -
6"
12' -
0"
2' -
6"
2' -
0"
7' -
0"
2' -
0"
A1221
Sim
A1224
Sim
2' -
0"
10"
3' -
2"
8' -
0"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
F
2%
CONC.COL
A1226
A1227
A1228
A1229
10' -
11
3/8"
9' -
6 1
/8"
8"
10"
3' -
2"
8' -
0"
10"
8"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
914 SFS.L. 32
912 SFS.L. 20
919 SFS.L. 8
739 SFS.L. 2
300 SFSTORAGE ROOM 8
2%
A12210
A12211
A1239
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:30 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
WALL SECTIONS 1/4SCALE
A12021020
Issue Date
1/4" = 1'-0"1 SOUTH/WEST ANGLE WALL GRIDS 1 & 2
1/4" = 1'-0"2 SOUTH WALL GRIDS 1 & 2
1/4" = 1'-0"3 SOUTH WALL GRIDS 2 & 3
1/4" = 1'-0"4 SOUTH/EAST ANGLE WALL GRIDS 5 & 6
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
F
302 SFMAIN LOBBY
A12212
BUILDING EXTERIORSIGNAGE
5.25°
3.00%
A1231
A1232
NO ROOF RATING
1 - HR RATED FLOOR
1 - HR RATED FLOOR
1 1/2 - HR RATED FLOOR
1 1/2 - HR RATED FLOOR
2.00%
STAMPED CONCRETE OR EXPOSEDAGGREGATE SLAB-ON-GRADE
157 SFELEV. VEST. P2
157 SFELEV. VEST. P1
3' -
2"
2' -
11
3/8"
1' - 0"
BUG-SCREEN MESH
411 SF
ELEVATORLOBBY
411 SF
ELEVATORLOBBY
407 SF
ELEVATORLOBBY
12" EXTENSION AT BOTH ENDS OF THEMAIN ENTRANCE STAIR AT TOP AND BOTTOM
12" EXTENSION AT BOTHENDS OF THE MAINENTRANCE STAIR AT TOPAND BOTTOM
STAINLESS STEEL TENSILE RODSSUPPORTING ALUM/GLASS ENTRANCECANOPY
10"
10"
10"
8' - 11 1/2"
6. 58°
12' - 7"
4' - 1 3/4"
3' -
6"
4' -
2"
6' -
3 5
/8"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
3RD FLOOROFFICE 2
121' - 0 1/4"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
F
84.89°
268 SFSTORAGE ROOM 2
790 SFS.L. 5
1161 SFS.L. 14
1159 SFS.L. 26
1159 SFS.L. 38
A1226
Sim
11' -
10"
NO ROOF RATING
1 - HR RATED FLOOR
1 - HR RATED FLOOR
1 - HR RATED FLOOR
1 1/2 - HR RATED FLOOR
STAMPED CONCRETEOR EXPOSED AGGREGATE
1' - 5"
10"
10"
10"
----
A12310
1' - 5"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:31 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
WALL SECTIONS 1/4"SCALE
A12121020
Issue Date
1/4" = 1'-0"1 SOUTH WALL SECTION ENTRY
1/4" = 1'-0"2
SOUTH WALL GRIDS 2 & 3 EAST OFENTRY
Revision ScheduleNo. Description Date
ROOF PLAN147' - 0 1/4"
4"8"
5' -
10"
4"4"
2' -
0"
4"4"
2' -
4"
2"
4"4"
4"4"
8"
4"10"
ROOF(NO RATING)
4TH FLOOROFFICE 3
133' - 6 1/4"
1' - 0"FORMEDCONCRETE (SEE STRUCT.)
10"
10"
8"
1' -
6"2"
5 5/
8"1'
- 4
3/8
"
3RD FLOOROFFICE 2
121' - 0 1/4"
2' -
0"
3' -
6"
10"
10"
2ND FLOOROFFICE 1
108' - 6 1/4"
10"
3' -
2"
2' -
0"
2' -
0"
2' -
0"
1' -
0"
8"4"
6' -
0"
1' - 1"
1/2"
4 1/2"
8"1' - 5"
10"
ROOF PLAN147' - 0 1/4"
F
2' - 10"
4"1'
- 0
"1'
- 8
"1'
- 0
"
4' -
0"
4" 4" 1' - 4"10"
8"2'
- 0
5/8
"
8" AIR DUCT(SEE MECH.)
1' -
8"
CONCRETE BEAM(SEE STRUCT.)
4TH FLOOROFFICE 3
133' - 6 1/4"
F
1' - 0"
2"6"
0"
10"
1' -
5 7
/8"
8"8" AIR DUCT(SEE MECH.)
CONCRETE BEAM(SEE STRUCT.)
10"
10"
8"8"
2' -
2"
3RD FLOOROFFICE 2
121' - 0 1/4"
F
8" AIR DUCT(SEE MECH.)
4 5/8" 10"
2' -
0"
10"
CONCRETE BEAM(SEE STRUCT.)
CONCRETE COLUMNBEYOND (SEE STRUCT.)
CONCRETE COLUMNBEYOND (SEE STRUCT.)
1' - 5"
1' -
2"
1' - 5"
10"
8" BY 21"
2ND FLOOROFFICE 1
108' - 6 1/4"
F
2' -
0"
1' - 1"
2' -
0"
1' -
0"
8"4"
4' -
0"
4 1/2"
1/2"
CONCRETE BEAM(SEE STRUCT.)
3' -
2"
10"
6" 1' - 4 5/8" 1' - 5" 8"
10"
ROOF PLAN147' - 0 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
1' - 1"
2' -
0"
1' -
0"
8"4"
4' -
0"
4 1/2"
1/2"
10"
CONCRETE BEAM(SEE STRUCT.)
3' -
2"
10"
2' -
0"
1' - 5" 8"
2ND FLOOROFFICE 1
108' - 6 1/4"
F
6"X6" ALUM GUTTER
3 1/
2"
2' -
4"
1' -
8"
4' -
0"
8" 8"
3' -
2"
10"
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
C
3' -
6"
8" 9' - 11 3/8" 10"
2 5/8"
13' -
6"
2' -
0"
8' -
2"
3' -
8"
4"
ROOF ASSEMBLY (NON RATED)2-PLY SBS ROOFSLOPED INSULATION TO DRAINR-20 4" RIGID INSULATION6-MIL POLY VAPOUR BARRIERCONCRETE ROOF FLAT SLAB (SEE STRUCT.)
2 % SLOPE TO DRAIN
2.00%
2' - 0" 8"
2' - 8"
TYPICAL PRE-FINISHEDMETAL FLASHING
MEMBRANEFLASHING
1"
A1249
A1248
A12215
TYPICAL EXTERIOR DECK CONSTRUCTION2X2 CONC. PAVERSVINYL/RUBBER PEDESTAL2-PLY SBS MEMBRANE ROOFINGCONC. SLAB SLOPED 2% TO DRAIN(SEE STRUCT)
CONC.FASCIA
2ND FLOOROFFICE 1
108' - 6 1/4"
B CA
MEMBRANE FLASHING
2.00%
3' -
6"
ROOF PLAN147' - 0 1/4"
ROOF ASSEMBLY (NON RATED)CAP SHEETBASE SHEET1/2" PROTECTION BOARDSLOPED INSULATION TO DRAINR-20 4" RIGID INSULATION6-MIL POLY VAPOUR BARRIERCONCRETE ROOF FLAT SLAB (SEE STRUCT.)
TYPICAL PRE-FINISHEDMETAL CAP FLASHING
4"
1' -
8"
1' -
0"
4"
1' - 4"
4"
4" 8"
2' - 8"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:35 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
WALL SECTIONDETAILS
A12221020
Issue Date
1/2" = 1'-0"1 CONCRETE PARAPET AT ROOF
1/2" = 1'-0"2
SOUTH/WEST ANGLED WALL/FLOORJUNCTION DETAIL AT 4TH FLOOR
1/2" = 1'-0"3
SOUTH/WEST ANGLED WALL 3RDFLOOR/ WALL JUNCTION DETAIL
1/2" = 1'-0"4
SOUTH/WEST ANGLED WALL DETAIL AT2ND FLOOR
1/2" = 1'-0"6
SOUTH WALL PARAPET DETAILBETWEEN GRID 2 & 3
1/2" = 1'-0"7
SOUTH WALL DETAIL 4TH FLOORBETWEEN GRID 2&3
1/2" = 1'-0"8
SOUTH WALL DETAIL AT 3RD FLOORBETWEEN GRIDS 2&3
1/2" = 1'-0"9
SOUTH WALL DETAIL AT 2ND FLOORBETWEEN GRIDS 2&3
1/2" = 1'-0"10
SOUTH/EAST ANGLED WALL PARAPETDETAIL BETWEEN GRIDS 5&6
1/2" = 1'-0"11
SOUTH/ EAST ANGLED WALL 2ND FLOORDETAIL GRIDS 5&6
1/2" = 1'-0"12 SOUTH WALL DETAIL AT FRONT ENTRY
1/2" = 1'-0"13 4TH FLOOR DECK/ WALL DETAIL
1/2" = 1'-0"14 2ND FLOOR DECK DETAIL
1" = 1'-0"15 ROOFING DETAIL
Revision ScheduleNo. Description Date
1 "3.00%
MASTIC
CAP SHEET
BASE SHEET
PRE-FINISHEDMETAL FLASHING
SIDE FLASHINGBEYOND
MASTIC
PRE-FINISHEDMETAL FLASHING
CAP SHEET
BASE SHEET
SIDE FLASHINGBEYOND
3.00%
METAL MESH
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
D
6 7/
8"
SLOPED REINFORCED SLAB
SLOPED REINFORCED SLAB
3' -
0"
1' - 0"
1' - 0"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
A1236
DELTA DRAIN MAT
WATERSTOP WALL TO SLABJOINTS WITH KRYTONWATERSTOP METHOD OR EQUAL
SHOTCRETE
TIE BACK ANCHORS(SEE GEOTECH.)
A1237
4" DIA. PIPE @ 4 FEET O.C.
CUT HOLE IN DRAIN MAT SOWATER CAN FLOW THROUGH
1' -
0"
SHOTCRETE WALLTREMCO DRAINSTAR 1 FOOT HIGHDELTA DRAIN
SOIL
RETAIL/M96' - 6 1/4"
WATERPROOFMEMBRANE
WEEP HOLES@ 24" O.C.
GALVANIZEDSTEEL ANGLE
676 SFS.L. 6
265 SFSTORAGE ROOM 1
2 % SLOPE
4TH FLOOROFFICE 3
133' - 6 1/4"
ROOF PLAN147' - 0 1/4"
7' -
0"
1' -
9"
1' -
5"
3' -
4"
EXHAUST VENT(SEE MECH.)
3' - 5"
3RD FLOOROFFICE 2
121' - 0 1/4"
2' -
0"
3' -
6"
10"
10"
4TH FLOOROFFICE 3
133' - 6 1/4"
F
10"
8"
10" 1' - 0"
5 5/
8"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:39 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
WALL SECTIONDETAILS
A12321020
Issue Date
1" = 1'-0"1
FRONT-FACING HIGH ROOF EDGEDETAIL
1" = 1'-0"2 REAR-FACING HIGH ROOF EDGE
1/2" = 1'-0"3
GRID D PARKING WALL/ INT RETAILLEVEL ACCESS STAIR
1/2" = 1'-0"4
INTERIOR PARKING ACCESS STAIRDETAIL
1/2" = 1'-0"5
TYPICAL FOUNDATION WALLWATERPROOFING DETAIL
1" = 1'-0"6 FOOTING DRAIN DETAIL
1" = 1'-0"7 BRICK CLADDING DETAIL
1/2" = 1'-0"8 EXHAUST VENT
1/2" = 1'-0"9
SOUTH/ EAST EXT. WALL THIRD FLOORDETAIL
1/2" = 1'-0"10 SOUTH WALL 4TH FLOOR DETAIL
Revision ScheduleNo. Description Date
2ND FLOOROFFICE 1
108' - 6 1/4"
MA
X 1
000
MM
(O
R T
ILT
MIR
RO
R)
MA
X. 1
100
mm
TO
US
ER
FU
NC
TIO
NS
715
mm
MIN
.
865
mm
MA
X.
3555
.96
mm
1' - 6"
1020 mm MIN.
2ND FLOOROFFICE 1
108' - 6 1/4"
1100
mm
MA
X. T
O U
SE
R F
UN
CT
ION
S
103.19 mm914.40 mm1311.20 mm
2328.79 mm
3555
.96
mm
103.19 mm914.40 mm1311.20 mm
2133
.60
mm
2ND FLOOROFFICE 1
108' - 6 1/4"
450 mm X 450 mm X 120 DEGREESGRAB BAR (38mm DIAMETER)
120.00°
880.
00 m
m
430
mm
+ O
R -
30
mm
1806.35 mm
3555
.96
mm
2ND FLOOROFFICE 1
108' - 6 1/4"
660
mm
MIN
.
865
mm
MA
X.
250.
00 m
m
1100 mm MIN. CLEAR
1806.35 mm
3555
.96
mm
1203.35 mm
A1244 A124 3
A124
1
A124
2
600.00 mm
2321.59 mm
1800
.00
mm
RETAIL/M96' - 6 1/4"
D
3' -
6"
POWDER COATEDALUM GUARDRAIL(SPACING NO GREATERTHAN 4" AND NOCLIMABLE RAILINGBETWEEN 6" AND 30"ABOVE FINISHED FLOOR)
P276' - 6 1/4"
E
CONC. SLAB ON GRADE(SEE STRUCT.)6-MIL POLY V.B.GRANULAR MATERIAL
BASE SLABMUST BE KIMCONCRETE OR EQUAL
PIT WALLS TO HAVEWATERPROOFINGMEMBRANE APPLIED TOEXTERIOR OF WALL
DRAIN TILE WITH FREEDRAINING MATERIAL ALLAROUND PIT
KRYTON WATERSTOP SYSTEMTO ALL JOINTS
2 ROWS OF BENTONITE OREQUAL BETWEEN PISTON ANDBASE SLAB MAINTAIN 3"COVER ON BENTONITE
4' -
0"
4TH FLOOROFFICE 3
133' - 6 1/4"
135.
00°
PLASTIC SHIMMINGAS REQUIRED
PRE-FINISHEDMETAL FLASHING
PEEL & STICK AT SILLTO TURN UP BACK DAM ANGLE
CAULKING WITHWEEP HOLES
CAULKING BETWEENWINDOW FRAME ANDBACK DAM ANGLE
ALUMINUM ANGLE
4TH FLOOROFFICE 3
133' - 6 1/4"
C
MASTIC
CAP SHEET
BASE SHEET
PRIMER OR ADHESIVE
2"
METAL FLASHING
1' -
0"
A12410
4TH FLOOROFFICE 3
133' - 6 1/4"
C
MASTIC
CAP SHEET
BASE SHEET
PRIMER OR ADHESIVE
2"
1' -
0"
RETAIL/M96' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
676 SFS.L. 6
6" HIGHCONCRETECURB
RETAIL105
3' - 0"
30.03 m
3' SIDEWALK
8' -
8"
5"2'
- 1
"
12' -
0"
UNDERSIDEOF CONCRETE STAIRS
STRUCTURAL COLUMN
888 SFS.L. 18
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:42 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
INTERIOR DETAILS
A12421020
Issue Date
1/2" = 1'-0"1 TOILET RM NORTH ELEVATION
1/2" = 1'-0"2 TOILET RM SOUTH ELEVATION
1/2" = 1'-0"3 TOILET RM EAST ELEVATION
1/2" = 1'-0"4 TOILET RM WEST ELEVATION
1/2" = 1'-0"5 TOILET ROOM PLAN DETAIL
1/2" = 1'-0"6 RETAIL PARKING GUARD RAIL
1/4" = 1'-0"7 ELEVATOR PIT DETAIL
1" = 1'-0"8 TYPICAL WINDOW SILL DETAIL
1" = 1'-0"9 DECK MEMBRANE DETAIL
3" = 1'-0"10 MEMBRANE DETAIL
1/2" = 1'-0"11 WALL SECTION DETAIL THRU SL 6
Revision ScheduleNo. Description Date
RETAIL/M96' - 6 1/4"
1 1/2" DIA. WALL-MOUNTEDPIPE HANDRAIL TO BE 2" CLEAROF WALL SURFACE
29.42 m
29.12 m
1' - 0"
1' - 0"
3' -
0"
3' -
0"
5' - 8 1/2"
20' - 0" 5' - 0"
4.90%
RETAIL/M96' - 6 1/4"
3' -
6"
29.42 m
1 1/2" DIAMETER PIPE HANDRAIL3'-0" FROM SURFACE OF RAMP
1 1/2" DIAMETER PIPE GUARDRAIL3'-6" FROM SURFACE OF RAMP
29.12 m
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:43 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
DETAILS/CODEOUTLINE
A12521020
Issue Date
1/2" = 1'-0"1 RAMP WALL RAIL DETAIL
1/2" = 1'-0"2 RAMP RAILING DETAIL
CODE ANALYSIS BASED ON B.C. BUILDING CODE 2006
3.2.2.5. APPLICABLE BUILDING HEIGHT AND AREA
3.2.2.6. MULTIPLE MAJOR OCCUPANCIES
3.2.2.7. SUPERIMPOSED MAJOR OCCUPANCIES1)2)
3.2.2.10. STREETSNUMBER OF STREETS = 2
3.2.2.12. EXTERIOR PASSAGEWAYSFLOOR = 1 HOUR F.R.R.
3.2.2.13 OCCUPANCY ON ROOFROOF = 1 HOUR F.R.R.
3.2.2.14 ROOFTOP ENCLOSURES
MAJOR OCCUPANCIES3.2.2.52 GROUP D, UP TO 4 STOREYS, SPRINKLERED1)a)b)c) BUILDING AREA NOT MORE THAN 3 600 M2
2) COMBUSTIBLE OR NON-COMBUSTIBLE OR COMBINATIONa) FLOOR = 1 HOUR F.R.R.b) MEZZANINES (EXTERIOR WALKWAYS) = 1 HOURc) LOAD BEARING WALLS, COLUMNS ARCHES = 1 HOUR
ROOF = NO F.R.R. REQUIRED
3.2.2.58 GROUP E, UP TO 4 STOREYS, SPRINKLERED1)a)b)c) BUILDING AREA NOT MORE THAN 1 800 M2
2) COMBUSTIBLE OR NON-COMBUSTIBLE OR COMBINATIONa) FLOOR = 1 HOUR F.R.R.b) MEZZANINES (EXTERIOR WALKWAYS) = 1 HOURc) LOAD BEARING WALLS, COLUMNS ARCHES = 1 HOUR
ROOF = NO F.R.R. REQUIRED
3.2.2.77 GROUP F, DIVISION 3, UP TO 4 STOREYS, SPRINKLERED1)a)b)c) BUILDING AREA NOT MORE THAN 3 600 M2 IF 4 STOREYS
2) COMBUSTIBLE OR NON-COMBUSTIBLE OR COMBINATIONa) FLOOR = 3/4 HOUR F.R.R. IF COMBUSTIBLEb) MEZZANINES (EXTERIOR WALKWAYS) = 3/4 HOUR IF COMBUSTIBLEc) LOAD BEARING WALLS, COLUMNS ARCHES = 3/4 HOUR IF COMBUSTIBLE
ROOF = NO F.R.R. REQUIRED
COMPREHENSIVE CODE ANLYSIS OF OUR PROJECT IS BASED ON THE CODEREPORT PROVIDED BY GAGE-BABCOCK & ASSOCIATES LTD (GBA), INCLUDINGALTERNATE SOLUTIONS IN CONCEPT. MORE DETAILS WILL BE PROVIDED BYGBA AS REQUIRED.
Revision ScheduleNo. Description Date
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
1
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
E
1' -
2 3
/8"
1' -
0 7
/8"
2' -
0"
1' -
0 7
/8"
2' -
0"
7"
11"1"
6 1/
2"
11"1"
3' -
0"
3' -
0"
3' -
0"
3' -
0"
3' -
0"
3' -
6"
P186' - 6 1/4"
RETAIL/M96' - 6 1/4"
P276' - 6 1/4"
2ND FLOOROFFICE 1
108' - 6 1/4"
E
3' -
0"
1' - 0"
3' -
0"
3' -
0"
3' -
0"
1' - 0"
11"
6 1/
2"
7"
11"
6 7/
8"
11"
3' -
0"
1' - 0"
2' -
0"
8' -
0"
2' -
0"
2' - 0"
1' - 0"
8' -
0"
1' - 0"
8' -
0" A126
4
11"
.
SEE FLOOR PLANFOR EACH STAIRRISE
3/4"2 1/2" NOSING STRIP
1"
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:46 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
STAIR DETAILS
A12621020
Issue Date
1/4" = 1'-0"1
SOUTH/WEST PARKING EXIT STAIRSECTION
1/2" = 1'-0"2 NORTH/ SOUTH EXIT STAIR SECTION
1/2" = 1'-0"3 NORTH/ SOUTH EXIT STAIR SECTION1
1/2" = 1'-0"4 TYPICAL CONCRETE STAIR DETAIL
Revision ScheduleNo. Description Date
27.80
UP
27.80
DN
UP
UP
DNUP
DN
DN
DN
DN
UP
UP
DN
UP
UPDN
DN
DN
UP
DN
UP DN
UP
1
E
17 R
ISE
RS
@ 7
"
8"4'
- 5
"7'
- 4
"4'
- 7
"
16' -
4"
146 SF
PARKING EXITSTAIR 1
3' - 8" 6" 3' - 8"
7' - 10"
CONTINUOUSHANDRAIL TYP.
2' -
2"
12" EXTENSIONHANDRAIL TYPICALAT TOP AND BOTTOM
1
3' - 8" 6" 3' - 8"
7' - 10"
3' -
8"
8' -
3"
4' -
5"
9' -
2"
3' -
8"
11"
146 SF
PARKING EXITSTAIR 1
20 R
ISE
RS
@ 6
1/2
"
6
B
C
A
19 R
ISE
RS
@ 6
3/4
"
8"2'
- 0
"1'
- 8
"2'
- 8
1/2
"8'
- 3
1/2
"3'
- 8
"
18' -
4"
6' - 6"
3' - 0" 6" 3' - 0"136 SF
PARKING EXITSTAIR 2
6
B
C
A
21 R
ISE
RS
@ 6
3/4
"
6' - 6"
3' - 0" 6" 3' - 0"
5' -
6"
9' -
2"
3' -
8"
8"3'
- 8
"9'
- 2
"2'
- 0
"1'
- 8
"1'
- 1
0"8"
18' -
4"
136 SF
PARKING EXITSTAIR 2
1
E
7' -
11
1/4"
10' -
1"
1' -
1"
8" 3' - 2"
4' -
6 1
/2"
6' -
5"
3' - 8" 11 7/8" 3' - 8"
8' -
3"
4' -
7"
3' - 2" 3' - 8" 11 7/8"
1
E
PARKING EXITSTAIR 198.84 SF
3' - 2" 3' - 8" 11 7/8" 3' - 8"
8' -
9 3
/4"
10' -
1"
3' -
8"
6' -
9 1
/2"
9' -
2"
3' -
8"
CONTINUOUSHANDRAIL TYP.
1' -
6 1
/8"
6
B
C
A5
RIS
ER
S @
6 3
/4"
137 SF
PARKING EXITSTAIR 2
6"2'
- 1
1/4
"1'
- 8
"2'
- 9
3/4
"8'
- 3
"3'
- 8
"
18' -
6"
3' - 0" 6" 3' - 0"
6' - 6"
2' -
2"
1' -
6"
2' -
0"
4' -
7"
4' -
7 1
/4"
3' - 3 7/8"
1' -
1 1
/4"
21 R
ISE
RS
@ 6
3/4
"
1
D
3' -
8"
10' -
1"
5' -
9 7
/8"
19' -
6 7
/8"
3' - 8" 6" 3' - 8"
7' - 10"
1' -
10
3/8"
164 SFEXIT STAIR 1
24 R
ISE
RS
@ 6
1/4
"
1' -
9 5
/8"
1
D
3' - 8" 6" 3' - 8"
7' - 10"
5' -
9 7
/8"
10' -
1"
3' -
8"
19' -
6 7
/8"
164 SFEXIT STAIR 1
24 R
ISE
RS
@ 6
1/4
"
1' -
7"
1
D
24 R
ISE
RS
@ 6
1/4
"
3' - 8" 6" 3' - 8"
7' - 10"
3' -
8"
10' -
1"
164 SFEXIT STAIR 1
D
3' - 8" 6" 3' - 8"
7' - 10"
5' -
2 3
/8"
10' -
1"
3' -
8"
157 SFEXIT STAIR 2
12" EXTENSIONTYPICAL
D
3' -
8"
10' -
1"
5' -
4 3
/4"
3' - 8" 6" 3' - 8"
7' - 10"
168 SFEXIT STAIR 2
5' -
0"
3' -
4"
5' -
0"
4' -
10
1/4"
CONTINUOUSHANDRAIL TYP.
D
3' - 8" 6"1' -
1 1
/4"
10' -
1"
3' -
8"
3' -
11
1/8"
4' -
11"
3' -
10
1/8"
D
3' -
10
1/8"
11' -
11"
3' -
9"
3' - 8" 6" 3' - 8"
19' -
6 1
/8"
198 SFEXIT STAIR 2
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:51 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
STAIR PLAN DETAIL
A12721020
Issue Date
1/4" = 1'-0"1 PARKING EXIT STAIR 1 P2 LEVEL
1/4" = 1'-0"2 PARKING EXIT STAIR 1 P1 LEVEL
1/4" = 1'-0"3 PARKING STAIR EXIT 2 P2 LEVEL
1/4" = 1'-0"4 PARKING EXIT STAIR 2 P1 LEVEL
1/4" = 1'-0"5 SOUTH/ WEST OFFICE EXIT STAIR
1/4" = 1'-0"6 PARKING EXIT STAIR 1 RETAIL LEVEL
1/4" = 1'-0"7 PARKING EXIT STAIR 2 RETAIL LEVEL
1/4" = 1'-0"8 EXIT STAIR 1 2ND FLOOR LEVEL
1/4" = 1'-0"9 EXIT STAIR 1 3RD FLOOR LEVEL
1/4" = 1'-0"10 EXIT STAIR 1 4TH FLOOR LEVEL
1/4" = 1'-0"11 EXIT STAIR 2 4TH FLOOR LEVEL
1/4" = 1'-0"12 EXIT STAIR 2 3RD FLOOR LEVEL
1/4" = 1'-0"13 EXIT STAIR 2 2ND FLOOR LEVEL
1/4" = 1'-0"14 EXIT STAIR 2 RETAIL LEVEL
STAIR DESIGN NOTES:1. ALL WALL-MOUNTED HANDRAILS TO BE MAX. 1 5/8" DIA. PIPE2. ALL WALL-MOUNTED HANDRAILS TO BE PROVIDE WITH 12" HORIZONTAL EXTENSION AT TOP AND BOTTOM STAIRS3. ALL WALL-MOUNTED HANDRAILS TO HAVE 2" MIN. CLEARANCE FROM SMOOTH SMOOTH CONC. WALL4. CENTRE FREE-STANDING HANDRAILS TO BE CONTINUOUS5. ALL HANDRAILS AND GUARDRAILS TO BE POWDERED-COATED ALUM FINISH6. ALL RUNS ARE 11"7. RISE VARIES FROM 6.5" TO 7.0" FROM STAIR TO STAIR
Revision ScheduleNo. Description Date
7' -
0"
7' -
0"
3' - 0" 3' - 0"
PANEL A PANEL B
24' - 6"
7' -
0"
8' -
0"
7' -
0"
1' -
0"
2 1/2"
2 1/
2"
PANEL C
7' -
0"
6' - 0"
PANEL D PANEL E PANEL F
1
TYPICAL EXTERIOR CONC. WALL2 COATS ELASTOMERIC PAINTREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE3 5/8" STEEL STUDS @ 24" O.C. (SEE STRUCT.)R-14 BATT INSULATION6 MIL. POLY VAPOUR BARRIER1/2" GWB
10" CONCRETE WALL2 COATS ELASTOMERIC PAINTREINFORCED CONCRETE, SACKED (SEE STRUCT.)
2
3
8" CONCRETE WALL2 COATS ELASTOMERIC PAINTREINFORCED CONCRETE, SACKED (SEE STRUCT.)
INTERIOR 8" CONCRETE WITH 3 5/8" STL. STUD FURRINGREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE3 5/8" STEEL FRAMING (SEE STRUCT.)3" SOUND BY SAFE 'N' SOUND INSULATION1/2" GWB
4
5
INTERIOR 8" CONCRETE WITH 6" STL. STUD FURRINGREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE6"" STEEL STUDS @ 24" O.C. (SEE STRUCT.)3 1/2" BATT INSULATION1/2" GWB
6
10" EXTERIOR CONCRETE/ 6" STL. STUD WALLREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE3 5/8" STEEL FRAMING (SEE STRUCT.)3 1/2" BATT INSULATION1/2" GWB
7
8
1 - HR RATED DEMISING WALL5/8" TYPE 'X' GWB3 5/8" STEEL STUDS @ 24" O.C. (SEE STRUCT.)3" SOUND INSULATION2 - 5/8" TYPE 'X' GWB
PARTITION WALL5/8" TYPE 'X' GWB3 5/8" STEEL STUDS @ 24" O.C. (SEE STRUCT.)5/8" TYPE 'X' GWB
6"
INTERIOR 8" CONCRETE BLOCK WALLELASTOMERIC PAINT8X8X16 CONC. BLOCK WALL (SEE STRUCT)
9
1012" CONCRETE WALL2 COATS ELASTOMERIC PAINTREINFORCED CONCRETE, SACKED (SEE STRUCT.)
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:52 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
DOOR SCHEDULE/WALL LEGEND
A12821020
Issue Date
DOOR SCHEDULE
DOOR NO. COUNT LEVEL LOCATION/ TYPEDOORWIDTH
DOORHEIGHT
DOORPANEL DOOR MATERIAL DOOR FINISH FRAME MATERIAL FIRE RATING HARDWARE DESCRIPTION
D8 3 P2 PARKING STAIR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURED15 3 P2 STORAGE DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD17 1 P2 36" SERVICE RM DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD36 1 P2 PARKADE LEVEL ELEV. LOBBY ENTRY DOOR P2 3' - 0" 7' - 0" B IMP CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP
D8 1 P1 PARKING STAIR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURED15 5 P1 STORAGE DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD17 3 P1 36" SERVICE RM DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD30 1 P1 PARKADE LEVEL ELEV. LOBBY ENTRY DOOR 3' - 0" 7' - 0" B GLASS/ALUM CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP
D8 2 RETAIL/M PARKING STAIR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURED10 3 RETAIL/M SINGLE RETAIL ENTRY DOOR 3' - 0" 7' - 0" B GLASS/ALUM CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD11 3 RETAIL/M EXTERIOR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANICD14 1 RETAIL/M PARKADE DOOR 24' - 6" 7' - 0" E O/H SECURITY POWDER COATED POWDER-COATED ALUM - REMOTELY OPERATEDD20 7 RETAIL/M RETAIL BATHROOM DOOR 3' - 0" 7' - 0" A HWC MAPLE VENEER PRESSED STEEL - CLOSERD34 1 RETAIL/M REAR ENTRANCE LOBBY RATED 3' - 0" 7' - 0" B GLASS/ALUM CLEAR GLASS/ANODIZED ALUM ALUM 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP ALTERNATE SOLUTIOND35 6 RETAIL/M RETAIL REAR ENTRY DOOR 3' - 0" 7' - 0" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD38 6 RETAIL/M FRONT ENTRY DOOR 36" 3' - 0" 7' - 0" C CLEAR GLASS/ANODIZED ALUM ALUM
D1 12 2ND FLOOR OFFICE 1 OFFICE DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD2 2 2ND FLOOR OFFICE 1 OFFICE LEVEL WASHROOM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD4 1 2ND FLOOR OFFICE 1 ELECT CLOSET 6' - 0" 7' - 0" D SWC PAINTED PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD11 1 2ND FLOOR OFFICE 1 EXTERIOR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANICD13 2 2ND FLOOR OFFICE 1 INTERIOR EXIT STAIR DOOR 3' - 0" 7' - 0" A HMC MAPLE VENEER PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANIC FIRE-RATED CLOSURED29 1 2ND FLOOR OFFICE 1 OFFICE LEVEL TOILET RM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP KEYED ENTRY, PRIVACYD31 6 2ND FLOOR OFFICE 1 EXTERIOR OFFICE PATIO DOOR 3' - 0" 7' - 0" F GLASS CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD37 2 2ND FLOOR OFFICE 1 CORRIDOR DBL DOORS 2' - 10" 7' - 0" D SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP HOLD-OPEN MAGNETIC LOCK - AUTOMATIC CLOSING DURING FIRE ALARM
D1 12 3RD FLOOR OFFICE 2 OFFICE DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD2 2 3RD FLOOR OFFICE 2 OFFICE LEVEL WASHROOM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD4 2 3RD FLOOR OFFICE 2 ELECT CLOSET 6' - 0" 7' - 0" D SWC PAINTED PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD13 2 3RD FLOOR OFFICE 2 INTERIOR EXIT STAIR DOOR 3' - 0" 7' - 0" A HMC MAPLE VENEER PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANIC FIRE-RATED CLOSURED37 1 3RD FLOOR OFFICE 2 CORRIDOR DBL DOORS 2' - 10" 7' - 0" D SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP HOLD-OPEN MAGNETIC LOCK - AUTOMATIC CLOSING DURING FIRE ALARM
D1 10 4TH FLOOR OFFICE 3 OFFICE DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD2 2 4TH FLOOR OFFICE 3 OFFICE LEVEL WASHROOM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD4 1 4TH FLOOR OFFICE 3 ELECT CLOSET 6' - 0" 7' - 0" C SWC PAINTED PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD13 2 4TH FLOOR OFFICE 3 INTERIOR EXIT STAIR DOOR 3' - 0" 7' - 0" A HMC MAPLE VENEER PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANIC FIRE-RATED CLOSURED31 5 4TH FLOOR OFFICE 3 EXTERIOR OFFICE PATIO DOOR F GLASS CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD37 1 4TH FLOOR OFFICE 3 CORRIDOR DBL DOORS 2' - 10" 7' - 0" D SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP HOLD-OPEN MAGNETIC LOCK - AUTOMATIC CLOSING DURING FIRE ALARMGrand total: 114
1/4" = 1'-0"DOOR LEGEND
1" = 1'-0"WALL LEGEND
7' - 0" 3' - 0"2-2' - 10"
2-2' - 10"
2-2' - 10"
DOOR NOTES:1. ALL DOOR HANDLES TO BE LEVER TYPE UNLESS NOTED OTHERWISE2. PANIC HARDWARE WHERE REQUIRED IN LIEU OF LEVER HANDLES3. ALL STOREFRONT ENTRANCE DOORS TO BE NARROW STILE WITHCLASSIC PUSH/PULL HANDLES WITH AVERAGE U-VALUE OF .454. FOR ALTERNATE SOLUTION REQUIREMENTS, SEE CODE REPORTBY GAGE-BABCOCK & ASSOCIATES INC.
Revision ScheduleNo. Description Date
8' -
0"
7' -
1 1
/4"
10 3
/4"
2' - 7 1/4" 2' - 4 3/4"
5' - 0"
8' -
7 1
/4"
10 3
/4"
9' -
6"
4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 9 1/2" 2 1/2"
30' - 0"
2 1/
2"
9' -
6"
13' - 4"
4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 9 1/2" 2 1/2"
44' -
6"
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2 1
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3 1
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1 1
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1/2
"2'
- 1
1/4
"2' -
1 1
/4"
5' -
10
3/4"
3' - 10 3/4" 4' - 0" 3' - 10 3/4" 2 1/2"
2 1/
2"
2 1/
2"6'
- 1
0 3/
4"10
3/4
"
2' - 1 1/2" 6' - 2 1/2" 2' - 1 1/2"2 1/2"
10' - 8"
8' -
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0"
2 1/
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3' - 0"
2 1/2"
8' -
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21' - 8"
4' - 6 1/2" 1' - 10 5/8"1' - 10 5/8" 4' - 9 1/2" 1' - 8 1/4"1' - 8 1/4" 4' - 11 3/4" 2 1/2" 4' - 11 3/8"
8' -
2"
13' - 5 1/2"
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4' - 0"
6' -
2"
2"
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VA
RIE
S
8' - 0"
6' -
2"
2"
2"
W1
W2 W3 W4 W5 W6 W7 W8 W9
W10 W11 W12 W13
7' -
0"
13' - 4"
4' - 4 1/8" 4' - 5 3/8" 4' - 4 1/8"
W14 W15
W8A
W16
2' -
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3 1
/2"
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/4"2
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W16A
9' -
6"
21' - 8"
1' -
1 1
/4"
4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 9 1/2" 2 1/2"
W17 W17A
9' -
6"
2 1/
2"10
3/4
"8'
- 4
3/4
"
4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 9 1/2" 1' - 9 1/4"1' - 9 1/4" 4' - 4" 2 1/2"
21' - 2 1/2"
6' -
2"
6' - 10" 4' - 6"
6' -
2"
W15A W15B
INSULATED OPAQUE GLASSSPANDREL BY STARLINEWINDOWS LTD. COLOURTO MATCH BUILDING ELEVATION
5' - 0"
5' -
0"
W15
INSULATED OPAQUE GLASSSPANDREL BY STARLINEWINDOWS LTD. COLOURTO MATCH BUILDING ELEVATION
INSULATED OPAQUE GLASSSPANDREL BY STARLINEWINDOWS LTD. COLOURTO MATCH BUILDING ELEVATION
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:53 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
WINDOW SCHEDULE
A12921020
Issue Date
1/4" = 1'-0"WINDOW
WINDOW NOTES:1. ALL RETAIL WINDOWS & ENTRANCE DOOR GLAZING TO BE CLEAR DOUBLE-GLAZEDINSULATED, PAINTED ALUM FRAMES, THERMALLY BROKEN WITH AVERAGE U-VALUE OF .352. ALL OFFICE WINDOWS TO BE WINDOW WALLS 9000 SERIES BY STARLINE ARCHITECTURAL WINDOWS LTD.3. FOR ALTERNATE SOLUTION REQUIREMENTS AT SPATIAL SEPARATION, EXIT COMPLIANCE AND FIRESEPARATION, SEE CODE REPORT BY GAGE-BABCOCK & ASSOCIATES INC.
Revision ScheduleNo. Description Date
7' -
0"
19' - 4"
8' - 4"
SMOOTH FACE 8X16 CONCRETE BLOCKPAINTED "PEANUT SHELL" 2162-40 BYBENJAMIN MOORE7'
- 0
"
PRE-CAST CONCRETE CAPSTONEPAINTED "MARSH BROWN" 2164-20BY BENJAMIN MOORE
ALUMINUM FRAMING WITHPERFORATED METAL SCREENPAINTED BLACK TO MATCHBUILDING GUARDRAIL
A130
1
A130 4
A130
2
A1303
1 - 3171 Flint Street,Port Coquitlam, B.C. Canada
V3B 4H9
Tel. 604. 970-8413Fax 604. 468-8415
Email: [email protected]
Member of the Architectural Institute ofBritish Columbia
MARA + NATHA
ARCHITECTURE
Project No.
Start of Project
Sheet No.
Sheet Name
Project Name
Project Address
JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION
JUL 20, 2011 2 FOR CONSULTANT PROPOSALS
AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION
OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4
NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5
NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6
NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.
7
JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118
FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA
9
MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10
MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11
MAY 1, 2012ISSUED FOR TENDER12
01/05/2012 1:59:54 AM
837 LOUGHEED HWYCOQUITLAM, BC
PROPOSED NEWGENCENTER
DEVELOPMENT
GARBAGEENCLOSURE
A13021020
Issue Date
1/2" = 1'-0"1
GARBAGE ENCLOSURE SOUTHELEVATION
1/2" = 1'-0"2
GARBAGE ENCLOSURE NORTHELEVATION
1/2" = 1'-0"3
GARBAGE ENCLOSURE EASTELEVATION
1/2" = 1'-0"4
GARBAGE ENCLOSURE WESTELEVATION
1/2" = 1'-0"5 GARBAGE ENCLOSURE PLAN VIEW
Revision ScheduleNo. Description Date