b 1 1 2 3 4 2 3 4 acdefbacdef b1 b3 c1 c3 d1 d3 e1 e3 3b
No.:
Issued For:
Date:
01
For Coordination
Feb16-2017
02
For Coordination
Feb21-2017
03
For Review
Feb23-2017
04
For Building Permit
Feb28-2017
05
For Construction
Jun13-2017
It is the responsibility of the appropriate Contractor to verify all dimensions on site and report all errors and/or omissions to the Architect. All Contractors must comply with pertinent codes & by-laws.
A
3 A3.0
B
B2
2 A1.1
C
C2
D
D2
E
E2
Do not scale drawings. This drawing may not be used for construction until signed. Architect's copyright reserved.
F
Metric Scale Drawing: All measurements are in millimeters (mm) unless otherwise noted.
1194 R.O.
1194 R.O.
20085
1194 R.O.
8865
2590
1
1HR
152
2438
M&E ROOM
2134
-
DENOTES COMPACTED GRANULAR 'A' FILL
-
DENOTES BOARD INSULATION
-
DENOTES FIBRE INSULATION
-
DENOTES OTHER INSULATION
-
DENOTES PLYWOOD SHEATHING
-
DENOTES LINE OF CONSTRUCTION ABOVE OR BELOW
W1
-
DENOTES TYPE OF WALL CONSTRUCTION
F1
-
DENOTES TYPE OF FLOOR CONSTRUCTION
R1
-
DENOTES TYPE OF ROOF CONSTRUCTION
D01
-
DENOTES TYPE OF DOOR
W01
-
DENOTES TYPE OF WINDOW
-
DENOTES REQUIRED FIRE RESISTANCE RATING (FRR)
TYPICAL
We4
3 A5.0
W07
1 A4.0
TYPICAL
ABOVE
D01
W11 We4
1&2 A5.0
1 A4.1
We4
We4
We4
D03
W10
W13
8983
W17 We4
We4
We4
D04
SUBJECT BUILDING
4 A1.1
317 2775
3C 1 A3.0
4
Actual North Arrow:
4 A5.0
W16
2 A4.1
19 NA
IO
4635 267
W15
3226
ABOVE
We2 We1
9639
We1
3000 WELLINGTON ROAD COMMERCIAL DEVELOPMENT
Project North Arrow:
317
Wi2
W14
D02
3
EXIT
W12 We1
Site Map:
267
.0m We4
152
EXIT
W09 We1 We2
R1
1HR
D03
W08
GROUP 'E'
LINE OF AWNING ABOVE
EXIT
W06 TYPICAL
9906 LINE OF AWNING ABOVE
EXIT
4
152
RM. 103
AS REQUIRED BY 2012 OBC TABLE 3.2.3.7, REPLACE THE GYPSUM BOARD ALONG THE INTERIOR OF SOUTH FACING EXTERIOR WALLS IN RM. 103 & 104 W/ 2 LAYERS OF 13mm 'CGC SHEETROCK FIRECODE' TYPE 'X' PAINTED GYPSUM BOARD TO PROVIDE A 1hr FRR AS PER 2012 OBC MMAH SB-2 TABLE 2.3.4.A
TO
9906 LINE OF AWNING ABOVE
LINE OF AWNING ABOVE
ABOVE
CRU 3
ABOVE
NCE
D02 TO
152
R1
ISTA
CE
16
GROUP 'E'
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
76
ABOVE
RM. 102
3200
F1
W19
AV EL TR
R1
CRU 2
1HR
We4
DIS
GROUP 'E'
700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
Wi1
RM. 101
Wi2
CRU 1
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
13183
700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
01 OD ET TA NC
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
1HR
43
ABOVE
F1
EL D RAV mT
7410
DENOTES EARTH
AY
GROUP 'A2'
14313 343
-
W GH HI
W04
DENOTES STEEL STRUCTURE
1HR
RM. 100
R1
F1
2
1685 R.O.
Wi2
TAN
W05
-
343
2489 R.O.
2134
2 A3.0
STARBUCKS
343
We1
We2
D05
3048 2438
152
15.4
We4
DENOTES MASONRY VENEER
ABOVE
6439
2438
2134
DIS
4496
-
TT
We3
152
2134
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
LINE OF AWNING ABOVE
We1
DENOTES CONCRETE
267
D06
We1
Wi2
D07
ABOVE
FUTURE PUBLIC & EMPLOYEE UNIVERSAL WASHROOM (BY TENANT FIT-UP)
1HR
343
1524
2489 R.O.
2438
2438
3073 LINE OF EXTERIOR WALL ABOVE
267
1524
F1 700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
W03
We4 We1
1263
ABOVE
317
2134
13183
e4 W
W02
2102 R.O. ABOVE
BELOW
2489 R.O.
We3
16.9m TRAVEL DISTANCE TO D09
We1
2115
ABOVE
9906
1HR
2914
FUTURE PUBLIC & EMPLOYEE We1 UNIVERSAL WASHROOM (BY TENANT FIT-UP)
D08
RM. 104
VEL TRA
1 A3.0
We3
152
m 15.4
3 A1.1
152
2HR
3B
ABOVE
9906
1524
343
FUTURE PUBLIC & EMPLOYEE We1 UNIVERSAL WASHROOM (BY TENANT FIT-UP)
LINE OF CANOPY ABOVE
W01
We1
3 A4.1
FUTURE PUBLIC UNIVERSAL WASHROOMS (BY TENANT FIT-UP)
We2
14313 2699
We1
343
R2
3
We1
343
We2
ABOVE
2699 394
2699 3226
2 A3.0
ABOVE
FUTURE EMPLOYEE WASHROOM (BY TENANT FIT-UP)
1HR
2
5 A5.0
W18
267
1
-
3 A4.0
D09
EXIT
2209
10592
5&6 A5.0
Symbol Legend:
2699
2 A4.0
1042 R.O.
5397
267
2102
267
700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
883 R.O.
13183
394
4762
AD
5029 432 1194 R.O.
RO
5029
L
5029
RE G
5029
A
5029
AW
7252
O
7214 247
343
1524
15.3m TRAVEL DISTANCE TO D04
267
Architect:
1524 267
2115
1524
A
3302 R.O. 5309
B
3 A3.0
3658 R.O. 317
B1
3975
3302 R.O. 317
B3
2115
2489 R.O.
5182
3042
C
3658 R.O. 317
C1
3975
1 A1.1
2489 R.O. 317
C3
787
3042
2489 R.O. 3042
D
3658 R.O. 317
D1
3975
2489 R.O. 317
D3
787
3042
2489 R.O. 3042
E
3658 R.O. 317
E1
3975
2489 R.O. 317
E3
2775
76 317
267
F
Peter Mansfield, Architect B. Tech., M. Arch., O.A.A. 122 Bridge Street, Almonte, ON 613-256-5213 Project Title: Kevlar Commercial Plaza (Future Starbucks Restaurant & CRU's 1-3) 3000 Wellington Road, Kemptville ON Drawing List: Ground Floor Plan
Job No.:
1 GROUND FLOOR PLAN A2.1 1:75
Scale: Date:
1645 As Noted Jan26-2017
Drawn By:
Reviewed By:
TB
PM
Drawing No.:
A2.1
Issued For:
Date:
01
For Coordination
Feb16-2017
02
For Coordination
Feb21-2017
03
For Review
Feb23-2017
04
For Building Permit
Feb28-2017
05
For Construction
Jun13-2017
It is the responsibility of the appropriate Contractor to verify all dimensions on site and report all errors and/or omissions to the Architect. All Contractors must comply with pertinent codes & by-laws.
A
3 A3.0
B
B2
2 A1.1
C
C2
D
D2
E
E2
Do not scale drawings. This drawing may not be used for construction until signed. Architect's copyright reserved.
F
Metric Scale Drawing: All measurements are in millimeters (mm) unless otherwise noted.
1194 R.O.
1194 R.O.
20085
1194 R.O.
8865
2590
1
1HR
152
2438
M&E ROOM
2134
-
DENOTES COMPACTED GRANULAR 'A' FILL
-
DENOTES BOARD INSULATION
-
DENOTES FIBRE INSULATION
-
DENOTES OTHER INSULATION
-
DENOTES PLYWOOD SHEATHING
-
DENOTES LINE OF CONSTRUCTION ABOVE OR BELOW
W1
-
DENOTES TYPE OF WALL CONSTRUCTION
F1
-
DENOTES TYPE OF FLOOR CONSTRUCTION
R1
-
DENOTES TYPE OF ROOF CONSTRUCTION
D01
-
DENOTES TYPE OF DOOR
W01
-
DENOTES TYPE OF WINDOW
-
DENOTES REQUIRED FIRE RESISTANCE RATING (FRR)
TYPICAL
We4
3 A5.0
W07
1 A4.0
TYPICAL
ABOVE
D01
W11 We4
1&2 A5.0
1 A4.1
We4
We4
We4
D03
W10
W13
8983
W17 We4
We4
We4
D04
SUBJECT BUILDING
4 A1.1
317 2775
3C 1 A3.0
4
Actual North Arrow:
4 A5.0
W16
2 A4.1
19 NA
IO
4635 267
W15
3226
ABOVE
We2 We1
9639
We1
3000 WELLINGTON ROAD COMMERCIAL DEVELOPMENT
Project North Arrow:
317
Wi2
W14
D02
3
EXIT
W12 We1
Site Map:
267
.0m We4
152
EXIT
W09 We1 We2
R1
1HR
D03
W08
GROUP 'E'
LINE OF AWNING ABOVE
EXIT
W06 TYPICAL
9906 LINE OF AWNING ABOVE
EXIT
4
152
RM. 103
AS REQUIRED BY 2012 OBC TABLE 3.2.3.7, REPLACE THE GYPSUM BOARD ALONG THE INTERIOR OF SOUTH FACING EXTERIOR WALLS IN RM. 103 & 104 W/ 2 LAYERS OF 13mm 'CGC SHEETROCK FIRECODE' TYPE 'X' PAINTED GYPSUM BOARD TO PROVIDE A 1hr FRR AS PER 2012 OBC MMAH SB-2 TABLE 2.3.4.A
TO
9906 LINE OF AWNING ABOVE
LINE OF AWNING ABOVE
ABOVE
CRU 3
ABOVE
NCE
D02 TO
152
R1
ISTA
CE
16
GROUP 'E'
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
76
ABOVE
RM. 102
3200
F1
W19
AV EL TR
R1
CRU 2
1HR
We4
DIS
GROUP 'E'
700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
Wi1
RM. 101
Wi2
CRU 1
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
13183
700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
01 OD ET TA NC
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
1HR
43
ABOVE
F1
EL D RAV mT
7410
DENOTES EARTH
AY
GROUP 'A2'
14313 343
-
W GH HI
W04
DENOTES STEEL STRUCTURE
1HR
RM. 100
R1
F1
2
1685 R.O.
Wi2
TAN
W05
-
343
2489 R.O.
2134
2 A3.0
STARBUCKS
343
We1
We2
D05
3048 2438
152
15.4
We4
DENOTES MASONRY VENEER
ABOVE
6439
2438
2134
DIS
4496
-
TT
We3
152
2134
CONCRETE SLAB FLOOR TYPE F1 T/O SLAB ARCH F.F.E. = 0.0 T/O SLAB GEODETIC F.F.E. = 91.50
LINE OF AWNING ABOVE
We1
DENOTES CONCRETE
267
D06
We1
Wi2
D07
ABOVE
FUTURE PUBLIC & EMPLOYEE UNIVERSAL WASHROOM (BY TENANT FIT-UP)
1HR
343
1524
2489 R.O.
2438
2438
3073 LINE OF EXTERIOR WALL ABOVE
267
1524
F1 700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
W03
We4 We1
1263
ABOVE
317
2134
13183
e4 W
W02
2102 R.O. ABOVE
BELOW
2489 R.O.
We3
16.9m TRAVEL DISTANCE TO D09
We1
2115
ABOVE
9906
1HR
2914
FUTURE PUBLIC & EMPLOYEE We1 UNIVERSAL WASHROOM (BY TENANT FIT-UP)
D08
RM. 104
VEL TRA
1 A3.0
We3
152
m 15.4
3 A1.1
152
2HR
3B
ABOVE
9906
1524
343
FUTURE PUBLIC & EMPLOYEE We1 UNIVERSAL WASHROOM (BY TENANT FIT-UP)
LINE OF CANOPY ABOVE
W01
We1
3 A4.1
FUTURE PUBLIC UNIVERSAL WASHROOMS (BY TENANT FIT-UP)
We2
14313 2699
We1
343
R2
3
We1
343
We2
ABOVE
2699 394
2699 3226
2 A3.0
ABOVE
FUTURE EMPLOYEE WASHROOM (BY TENANT FIT-UP)
1HR
2
5 A5.0
W18
267
1
-
3 A4.0
D09
EXIT
2209
10592
5&6 A5.0
Symbol Legend:
2699
2 A4.0
1042 R.O.
5397
267
2102
267
700mm DEEP OWSJ ABOVE (REFER TO STRUCTURAL)
883 R.O.
13183
394
4762
AD
5029 432 1194 R.O.
RO
5029
L
5029
RE G
5029
A
5029
AW
7252
O
7214 247
343
1524
15.3m TRAVEL DISTANCE TO D04
267
Architect:
1524 267
2115
1524
A
3302 R.O. 5309
B
3 A3.0
3658 R.O. 317
B1
3975
3302 R.O. 317
B3
2115
2489 R.O.
5182
3042
C
3658 R.O. 317
C1
3975
1 A1.1
2489 R.O. 317
C3
787
3042
2489 R.O. 3042
D
3658 R.O. 317
D1
3975
2489 R.O. 317
D3
787
3042
2489 R.O. 3042
E
3658 R.O. 317
E1
3975
2489 R.O. 317
E3
2775
76 317
267
F
Peter Mansfield, Architect B. Tech., M. Arch., O.A.A. 122 Bridge Street, Almonte, ON 613-256-5213 Project Title: Kevlar Commercial Plaza (Future Starbucks Restaurant & CRU's 1-3) 3000 Wellington Road, Kemptville ON Drawing List: Ground Floor Plan
Job No.:
1 GROUND FLOOR PLAN A2.1 1:75
Scale: Date:
1645 As Noted Jan26-2017
Drawn By:
Reviewed By:
TB
PM
Drawing No.:
A2.1
