iDiM - pub-oakville.escribemeetings.com
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GSPublisherVersion 261.0.25.32 iDiM ARCHITECTS 1:100 SCALE: A.01 August 15, 2021 CHKD BY DRAWN BY ISSUED FOR: DATE: 2021-08-15 COA ALL DRAWINGS AND DOCUMENTS ARE PRELIMINARY DRAWINGS UNTILL THEY ARE APPROVED BY THE CITY AND MUST NOT BE USED FOR ANY CONSTRCUTION BEFORE ISSUANCE OF PERMIT. CONTRACTOR MUST VERIFY ALL DIMENSIONS/SPECS AND AS-BUILT INFORMATION INCLUDING STRUCTURAL AND MECHANICAL PRIOR TO COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO MEMAR. DESIGN, DRAWINGS & SPECIFICATIONS ARE ALL PROPERTY OF MEMAR AND MUST NOT BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION. S.A K.I LAST MODIFIED ON: SITE PLAN DRAWING TITLE: PROJECT TITLE/ADDRESS: 449 SEABOURNE DR, OAKVILLE,ON IDIM ARCHITECTS INC. 3908 QUIET CREEK DR, MISSISSAUGA ON, L5M8B5 T: 416-880-3313 6.63 0.55 2.58 1.00 2.36 0.99 2.59 0.92 6.46 11.16 0.91 0.61 0.30 0.30 6.63 1.88 4.53 6.63 6.41 0.97 2.43 6.94 7.28 5.30 11.35 13.03 0.61 0.90 3.13 0.39 2.36 0.38 0.61 1.46 0.30 1.89 8.25 8.80 6.19 9.10 1.26 1.25 1.25 2.22 1.26 12.33 13.24 13.09 3.35 4.25 8.98 5.82 3.05 2.20 3.05 7.71 2.22 1.30 0.91 0.30 0.30 0.65 7.71 1.83 1.83 15.21 0.65 0.60 0.61 0.65 1.45 1.45 3.05 0.60 2.44 1.22 8.00 7.96 12.34 2.22 SECOND FLOOR LINE SECOND FLOOR LINE SECOND FLOOR LINE GROUND FLOOR LINE CENTRELINE OF ROAD EDGE OF ROAD TOP OF SLOPE TOP OF SLOPE CENTRELINE OF DITCH 2x0.20 CON. BUSH TOS TOS DITCH CONCRETE CURB HEDGE 2 STOREY STONE & STUCCO DWELLING No . 443 1 STOREY BRICK DWELLING No . 455 CONCRETE PAD HEDGE FRAME GARAGE N 44 ` 35 ' 00 " W 20 . 12 REFERENCE BEARING 1 . 24 1 . 29 5 . 06 5 . 08 15.22 TOS TOS DITCH (P2&MEAS) (P2&MEAS) 8.25 8.30 8.58 (8.15 P2,P3) (8.15 P2,P3) (8.65 P2,P3) 1 . 64 1.61 0.34 SE 0.36 SE LOT 243 LOT 223 60.25 60 . 35 P 1 ) 20 . 10 ( P 2 & MEAS ) LOT 225 SEABOURNE DRIVE ( 20 . 12 P 1 ) 95.13 95.04 94.67 94.54 94 . 96 94.95 95.21 95.30 95.05 95.02 94.97 94.96 95.01 95.15 95.17 95.43 95.52 95.33 94.92 95.28 94 . 49 94.48 94.37 94.31 94.82 94.78 95.00 95.09 95.14 94.86 94.93 94 .51 94 .98 95.07 94.95 94.79 94.71 94.70 94.76 94.27 94.83 94.70 94.66 94.66 94.61 94 . 67 94.74 95.00 94.95 94 . 07 94.00 94.61 94.71 94.88 94.61 94.54 95 . 11 95.63 95.65 95.53 95.50 95.97 95.33 95.42 95.36 95.29 95.38 95.66 95.58 95.58 95.64 95.70 95.71 95.88 95.71 95.83 95.45 94.97 95.40 95.28 95 . 64 95 . 66 95.63 95.70 95.81 95.85 95.49 95.54 95.55 95.61 95 . 56 95.65 95.52 95.52 95.64 95.53 95 . 55 95.55 95 . 49 95 . 49 95 . 29 95 . 44 95.44 93.98 94.12 94.52 94.55 95.04 95.23 96.67 INV .= INV.= INV.= (FF) HEDGE INV.= INV.= (FF) N 45` 25' 00" E 35.07 (P1&MEAS) N 45` 25' 00" E 35.08 (P1&MEAS) ASPHALT DRIVEWAY SUBJECT TO AN EASEMENT IN FAVOUR OF THE BELL TELEPHONE COMPANY OF CANADA AS IN INST . No . 46722 & NOTICE OF CLAIM No . 848362 // X X X X X X X X X X X X X X X PIN 24842-0073 (BY REG 'D PLAN 646) PIN 24842 - 0080 PIN 24842 - 0082 PIN 24842 - 0100 N 44 ` 33 ' 30 " W 20.12 ( N 44 ` 35 ' 00 " W P 1 ) 1.22 WIDE 1.22 WIDE 1.22 WIDE 1.22 WIDE 1.22 WIDE (N 35.08 BF 0.05 NW BF 0 . 15 NW CLF CLF 0.15 NE CLF 0.11 NE EG= 94.85 IB (GTA) (P6&MEAS) (P6&MEAS) (P6&SET) OVERHEAD WIRE UP UP OVERHEAD WIRE X X BF 11.87 (11.91P2) ASPHALT DRIVEWAY IB DW 0 . 56 SE +95.07 GARAGE SLAB + 95 . 25 2% SLOPE CENTER LINE OF DRIVEWAY INTERLOCK DRIVEWAY WALK - WAY PORCH WALK-OUT DECK NO.449 PROPOSED 2 STOREY STUCCO/STONE SINGLE FAMILY DWELLING EXISTING GARAGE TO BE DEMOLISHED SEABOURNE DRIVE PIN 24842 - 0073 ( BY REG ' D PLAN 646 ) CENTRELINE OF ROAD 94 . 48 ( MH TO MH ) ( NOT TO SCALE ) 95.16 94.83 94.70 94.61 A/C UNIT WINDOW WELL WINDOW WELL WINDOW WELL WINDOW WELL COVERED SIDE DECK NEW PRE-FAB. SHED GARAGE FF: 96.01 TFW: 95.67 BF: 92.96 UF: 92.71 LOT CALCULATIONS : LOT AREA: 705.72 m 2 BUILDING AREA: 228.34 m 2 SHED AREA: 7.43 m 2 ZONING: RL3-0 INTERIOR LOT LOT COVERAGE PROPOSED PERMITED HEIGHT FRONT YARD INTERIOR SIDE YARD REAR YARD 35% 9m 1.20 m 7.5 m 9m BASEMENT AREA: GARAGE AREA: GROUND FLOOR AREA: SECOND FLOOR AREA: GROSS FLOOR AREA: FRONT YARD AREA : DRIVEWAY AREA : LANDSCAPING AREA: (70.7% ) WALKWAY & WINDOW WELLS: SOFT LANDSCAPING AREA: . (81.55%) ESTABLISHED GRADE : 94.85 RFA 181.91 m 2 37.61 m 2 146.42 m 2 168.73 m 2 315.15 m 2 33.41% 41% 44.66% 14.21 m 8.25 m 1.20m / 1.31m 12.33 m 185.76 m 2 54.43 m 2 131.33m 2 21.54 m 2 107.1 m 2 NOTES:-
Transcript of iDiM - pub-oakville.escribemeetings.com
GSPublisherVersion 261.0.25.32
GSPublisherVersion 571.0.44.100
iDiM ARCHITECTS
1:100SCALE:
A.01
August 15, 2021
CHKD BYDRAWN BY
ISSUED FOR:DATE:
2021-08-15 COA
ALL DRAWINGS AND DOCUMENTS AREPRELIMINARY DRAWINGS UNTILL THEY AREAPPROVED BY THE CITY AND MUST NOT BE USEDFOR ANY CONSTRCUTION BEFORE ISSUANCE OFPERMIT.CONTRACTOR MUST VERIFY ALLDIMENSIONS/SPECS AND AS-BUILT INFORMATIONINCLUDING STRUCTURAL AND MECHANICAL PRIORTO COMMENCEMENT OF WORK AND REPORT ANYDISCREPANCIES TO MEMAR.DESIGN, DRAWINGS & SPECIFICATIONS ARE ALLPROPERTY OF MEMAR AND MUST NOT BE USEDFOR ANY OTHER PROJECT WITHOUT WRITTENPERMISSION.
S.A K.I
LAST MODIFIED ON:
SITE PLAN
DRAWING TITLE:
PROJECT TITLE/ADDRESS:
449 SEABOURNE DR,OAKVILLE,ON
IDIM ARCHITECTS INC.3908 QUIET CREEK DR,
MISSISSAUGA ON, L5M8B5T: 416-880-3313
6.630.55
2.581.00
2.360.99
2.590.92
6.4611.16
0.91
0.61
0.30
0.30
6.63 1.88 4.53
6.63 6.41
0.97
2.436.94
7.285.30
11.35
13.03
0.61
0.90
3.13
0.392.36
0.38
0.61 1.46 0.30
1.89
8.25
8.80
6.19
9.10
1.26
1.25
1.25 2.22
1.26
12.33
13.24
13.09
3.35
4.25 8.98
5.823.05
2.20 3.05
7.71
2.22
1.300.91
0.300.30
0.65
7.71
1.831.83
15.21
0.650.60
0.610.65
1.451.45
3.050.60
2.44 1.22
8.00
7.96
12.34
2.22
SECO
ND
FLOO
R LIN
E
SECOND FLOOR LINE
SECOND FLOOR LINE
GROUND FLOOR LINE
CENTRELINE OF ROAD
EDG
E OF R
OAD
TOP O
F SLOPE
TOP O
F SLOPE
CEN
TRELIN
E OF D
ITCH
2x0.20CON.
BUSH
TOS
TOS
DITC
H
CONCRETE CURB
HED
GE
2 STOR
EYSTO
NE & STU
CC
OD
WELLIN
GN
o . 443
1 STOR
EYBR
ICK
DW
ELLING
No . 455
CO
NC
RETE
PAD
HED
GE
FRAM
EG
ARAG
E
N 44` 35' 00" W
20.12
REFER
ENC
E BEARIN
G
1.24
1.29
5.06
5.08
15.22
TOSTO
S
DITC
H
(P2&MEAS)
(P2&MEAS)
8.25
8.30
8.58
(8.15 P2,P3)
(8.15 P2,P3)
(8.65 P2,P3)
1.64
1.61
0.34 SE
0.36 SE
LOT 243
LOT 223
60.25(60.35 P1)
20.10(P2&M
EAS )
LOT 225 SEABOURNE DRIVE(20.12 P1)
95.1395.04
94.67
94.54
94.96 94.95
95.21 95.30
95.0595.02
94.97
94.9695.01
95.15
95.1795.43
95.52
95.33
94.92
95.28
94.49
94.48
94.37
94.31
94.82
94.78
95.00
95.09
95.14
94.86
94.93
94.51
94.98
95.07
94.95
94.79 94.7194.70
94.7694.27
94.83
94.70
94.66
94.66
94.61
94.67 94.74
95.00
94.95
94.07
94.0094.61
94.71
94.88
94.61
94.54
95.11
95.63
95.6595.53
95.50
95.97
95.33
95.42
95.36
95.29
95.38 95.66
95.58
95.58
95.64
95.70
95.7195.88
95.71
95.83
95.4594.97
95.4095.28
95.6495.66
95.6395.70
95.81
95.85
95.49
95.54
95.55
95.61
95.56
95.65
95.52
95.52
95.64
95.53
95.55
95.55
95.49
95.49
95.29
95.44
95.44
93.98
94.12
94.5294.55
95.04
95.23
96.67
INV.=
INV.=
INV.=
(FF)
HED
GE
INV.=
INV.=
(FF)
N 45` 25' 00" E
35.07
(P1&MEAS)
N 45` 25' 00" E35.08
(P1&MEAS)
ASPHALT DRIVEWAY
SUBJEC
T TO AN
EASEMEN
T IN FAVO
UR
OF TH
E BELL TELEPHO
NE C
OM
PANY O
F CAN
ADA
AS IN IN
ST . No . 46722 & N
OTIC
E OF
CLAIM
No . 848362
//
XX
XX
XX
XX
XX
XX
XX
X
PIN 24842-0073
(BY REG'D PLAN 646)
PIN 24842 -0080
PIN 24842 -0082
PIN 24842 -0100
PIN 24842 -0101
N 44` 33' 30" W
20.12
(N 44` 35' 00" W
P 1)
1.22WIDE
1.22WIDE
1.22WIDE
1.22WIDE
1.22WIDE
(N 45` 25' 00" E P1)
35.08 (PROPO.&MEAS)
BF0.05 N
W
BF0.15 N
W
CLF
CLF
0.15 NE
CLF
0.11 NE
EG= 94.85
IB(G
TA)
(P6&MEAS)
(P6&MEAS)
(P6&SET)
OVERHEAD WIRE
UP
UP
OVER
HEAD
WIR
E
XX
BF
11.87(11.91P2)
ASPHALT DRIVEWAY
IB
DW
0.56 SE
+95.07
GARAG
E SLAB +95.25
2% SLOPE
CENTER LINE OF DRIVEWAYINTERLOCK DRIVEWAY
WALK-W
AY
POR
CH
WALK-OUT
DECK
NO.449PROPOSED 2 STOREY
STUCCO/STONESINGLE FAMILY DWELLING
EXISTING GARAGE TO BE DEMOLISHED
SEABOU
RN
E DR
IVE
PIN 24842 -0073
(BY REG
'D PLAN
646 )
CEN
TRELIN
E OF R
OAD
94.48 (MH
TO M
H) (N
OT TO
SCALE )
95.16
94.83
94.70
94.61
A/CUNIT
WINDOWWELL
WINDOWWELL
WINDOWWELL
WINDOWWELL
COVEREDSIDE DECK
NEWPRE-FAB.
SHED
GARAGE
FF: 96.01TFW: 95.67BF: 92.96UF: 92.71
LOT CALCULATIONS:LOT AREA: 705.72 m2
BUILDING AREA: 228.34 m2
SHED AREA: 7.43 m2
ZONING: RL3-0 INTERIOR LOT
LOT COVERAGEPROPOSEDPERMITED
HEIGHTFRONT YARDINTERIOR SIDE YARDREAR YARD
35%
9 m
1.20 m7.5 m
9 m
BASEMENT AREA:GARAGE AREA:
GROUND FLOOR AREA:SECOND FLOOR AREA:GROSS FLOOR AREA:
FRONT YARD AREA: DRIVEWAY AREA : LANDSCAPING AREA: (70.7% )
WALKWAY & WINDOW WELLS: SOFT LANDSCAPING AREA: . (81.55%)
ESTABLISHED GRADE : 94.85
RFA
181.91 m2
37.61 m2
146.42 m2
168.73 m2
315.15 m2
33.41%41% 44.66%
14.21 m 8.25 m1.20m / 1.31m
12.33 m
185.76 m2
54.43 m2
131.33m2
21.54 m2
107.1 m2
NOTES:-
GSPublisherVersion 261.0.25.32
GSPublisherVersion 571.0.44.100
iDiM ARCHITECTS
1:75SCALE:
A.04
August 15, 2021
CHKD BYDRAWN BY
ISSUED FOR:DATE:
2021-08-15 COA
ALL DRAWINGS AND DOCUMENTS AREPRELIMINARY DRAWINGS UNTILL THEY AREAPPROVED BY THE CITY AND MUST NOT BE USEDFOR ANY CONSTRCUTION BEFORE ISSUANCE OFPERMIT.CONTRACTOR MUST VERIFY ALLDIMENSIONS/SPECS AND AS-BUILT INFORMATIONINCLUDING STRUCTURAL AND MECHANICAL PRIORTO COMMENCEMENT OF WORK AND REPORT ANYDISCREPANCIES TO MEMAR.DESIGN, DRAWINGS & SPECIFICATIONS ARE ALLPROPERTY OF MEMAR AND MUST NOT BE USEDFOR ANY OTHER PROJECT WITHOUT WRITTENPERMISSION.
S.A K.I
LAST MODIFIED ON:
ELEVATIONS
DRAWING TITLE:
PROJECT TITLE/ADDRESS:
449 SEABOURNE DR,OAKVILLE,ON
IDIM ARCHITECTS INC.3908 QUIET CREEK DR,
MISSISSAUGA ON, L5M8B5T: 416-880-3313
+92.96-FIN BSMNT SLAB 92.96
+96.01-FIN GR FL 96.01
+99.36-FIN 2ND FL 99.36
+102.11-TOP OF PLATE 102.11
+103.85-TOP OF ROOF 103.85
9.00
1.83
0.46
2.13
1.83
0.46
2.13
0.46
1.98
1.83
0.46
1.98
1.83
0.61
1.68
2.131.83
3.81
1.71
0.86
1.42
0.76
3.35
2.74
1.74
1.89
0.40
0.76
3.35
2.74
1.74
2.13
0.611.83 1.83
2.13
0.61
1.89
1.83
ESTABLISHED GRADE +94.85
GARAGE SLAB +95.25
1412
STUCCO
STUCCO
STONESTONE
+92.96-FIN BSMNT SLAB 92.96
+96.01-FIN GR FL 96.01
+99.36-FIN 2ND FL 99.36
+102.11-TOP OF PLATE 102.11
+103.85-TOP OF ROOF 103.85
1.89
0.40
0.61
0.15
3.35
2.74
1.74
9.00
1.89
0.86
1.02
0.40
3.50
0.61
2.74
1.74
2.74
0.46
3.96 2.13
1.83
1.07
1.68
1.83
0.46
1.98
1.83
0.46
1.98
2.44
2.29
0.46
2.74
6.50
ESTABLISHED GRADE +94.85
STUCCO
STUCCO
STUCCO
STUCCO
RAILING RAILING
1412
+92.96-FIN BSMNT SLAB 92.96
+96.01-FIN GR FL 96.01
+99.36-FIN 2ND FL 99.36
+102.11-TOP OF PLATE 102.11
+103.85-TOP OF ROOF 103.85
1.89
0.40
0.76
3.35
2.74
1.74
9.00
1.89
0.76
0.61
1.83
1.22
1.22
1.52
1.22
1.52
1.89
0.40
0.61
0.15
3.35
2.74
1.74
1.22
0.76
1.83
0.76
ESTABLISHED GRADE +94.85
STUCCO
STUCCO
STUCCO
STUCCO
UNPROTECTED OPENINGS:- SETBACK: 1.26m- WALL AREA: 962 ft2- GLAZING AREA: 32 ft2 (3.32% - PERMITTED 7%)
1412
+92.96-FIN BSMNT SLAB 92.96
+96.01-FIN GR FL 96.01
+99.36-FIN 2ND FL 99.36
+102.11-TOP OF PLATE 102.11
+103.85-TOP OF ROOF 103.85
2.29
0.61
0.15
3.35
2.74
1.74
9.00
1.89
1.89
0.40
0.76
3.35
2.74
1.74
0.76
0.46
1.83
1.52
1.22
1.52
1.22
1.52
1.52
2.13
0.61
0.76
2.13
ESTABLISHED GRADE +94.85
SETBACK: 7.46m
SETBACK: 1.2m
SETBACK: 2.17mSETBACK: 4.65m
STUCCO STUCCO
STUCCOSTUCCO
UNPROTECTED OPENINGS:- SETBACK: 1.25m- WALL AREA: 927 ft2- GLAZING AREA: 33 ft2 (3.56% - PERMITTED 7%)
RAILINGRAILING
1412
SOUTH ELEVATION NORTH ELEVATION
EAST ELEVATIONWEST ELEVATION
