WORKING DRAWINGS
LIST OF DRAWINGS
MMRCA OFFICE PRABHADEVI
SHRUTI NITISH YELANE 3636 - SEMESTER 6 ACADEMY OF ARCHITECTURE
SR. NO.
DESCRIPTION
SHEET NO.
SCALE
1
LINE OUT PLAN
A-001
1:200
2
CENTRE LINE PLAN
A-002
1:150
3
BASEMENT ARCH. PLAN
A-101
4
GROUND FLOOR ARCH. PLAN
A-102
1:150
5
FIRST FLOOR ARCH. PLAN
A-103
1:150
6
SECOND FLOOR ARCH. PLAN
A-104
1:150
7
THIRD FLOOR ARCH. PLAN
A-105
1:150
8
TERRACE FLOOR ARCH. PLAN
A-106
1:150
9
PLINTH BEAM PLAN
A-101s
1:150
10
FIRST FLOOR STRUC. PLAN
A-102s
1:150
11
SECOND FLOOR STRUC. PLAN
A-103s
1:150
12
THIRD FLOOR STRUC. PLAN
A-104s
1:150
13
TERRACE FLOOR STRUC. PLAN
A-105s
1:150
14
ELEVATIONS
A-201
1:150
15
ELEVATION
A-202
1:150
16
SECTIONS
A-301
1:150
17
STAIRCASE DETAIL: ATYPICAL PLANS
A-401a
1:25
18
STAIRCASE DETAILS
A-401b
1:25
19
TOILET DETAILS
A-402
1:25
20
CANOPY DETAILS
A-403
1:25
21
SCHEDULE
A-501
-
INTERNAL ROAD LVL 0.0 M
91 1
7
4200
8067
60
O (0,0)
SPOT LEVEL = (+)0.15 M
66
N (+) 4310 E (-) 4268
N (+) 4310 E (-) 59494
59650
55226
A
B 17
00
PLINTH LEVEL = +0.75 M 5
4366
6
46
9
16
N (+) 15310 E (-) 17237
M
D
140
52
E
2099
8 14
5
11
F
N (+) 20760 E (-) 17237
20538
PLINTH LEVEL = +0.75 M 18704
26790 228 87
N (+) 20760 E (-) 37512
20275
LIFT SHAFT LVL - 1.5M
FF TANK 50 CU.M.
C
30000
N (+) 15310 E (-) 47327
3278
12969
5450
N (+) 15350 E (-) 4268
PLINTH LEVEL = +0.75 M
42°
2 1593
LIFT SHAFT LVL - 1.5M
10929
G
N (+) 24038 E (-) 37512
11
0 36
6 RWH 19TANK 3450 CU.M.
DOM TANK 28 CU.M.
8
61 22
UGT = - 3.0M
98 82
STP
6
L
DATE
REVISION
DESCRIPTION
16360
PLINTH LEVEL = +0.75 M 48
N (+) 41833 E (-) 8314
72
REVISION TABLE
47
12 CU.M.
24
N (+) 39145 E (-) 20679
SPOT LEVEL = (+-)0.0 M
58
H
FL 657 12TANK
124
4250
LAMP POST
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
J
N (+) 43497 E (-) 24584
10
12 0
8
00
11
K N (+) 50844 E (-) 16398
KEY PLAN - SCALE 1:500 PROJECT NAME: MMRCA OFFICE, PRABHADEVI
SV ROAD LVL 0.0 M
SHEET TITLE:
SHEET NUMBER:
LINE OUT PLAN
A-001
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
C5, C15 : 47237
C6 : 58637
L M N P
C4, C14, C17 : 37237
K
C20 : 35875
LW6, LW8, LW10 28637
C21 : 27511
C24 : 24425
C3, C13 : 27237
C25 : 20502
C2, C8, C12,C16,C18, C23 17167
C28 : 16421
C1, C7 : 11587
C9 : 9274
C26 : 7635
C22 : 6049
LW2, LW4, LW5 : 5568
LW1, LW3 : 4632
C9 : 4568
A B C D E F G H J
Q
R
S
T
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
2 A-201
C1
C2
(500 x 230)
N (+) 4610 E (-) 11587
LW3
C3
(600 x 600)
N (+) 4610 E (-) 17167
C4
(600 x 600)
C5
(600 x 600)
N (+) 4610 E (-) 27237
N (+) 4610 E (-) 37237
N (+) 15010 E (-) 27237
N (+) 15010 E (-) 37237
C6
(600 x 600)
N (+) 4610 E (-) 47237
N (+) 4610 E (-) 58637
LW4
LW5
C7
C8
(500 x 230)
(600 x 600)
1 A-401
(500 x 230)
N (+) 8870 E (-) 11587
C9
N (+) 8870 E (-) 17217
(500 x 230)
6140
14 13 12 11
LW1
LW2
N (+) 11485 E (-) 10317 N (+) 15010 E (-) 17167
C10
10
(600 x 600) 50
N (+) 15010 E (-) 4568
C11
C12
(600 x 600)
C13
(600 x 600)
C14
2 A-401
N (+) 15010 E (-) 47237
(600 x 600)
C15
N (+) 15060 E (-) 10452
9
RAMP TO BASEMENT 6 M WIDE
7
C17
LW7
N (+) 21060 E (-) 17167
N (+) 24777 E (-) 5707 N (+) 25370 E (-) 5798
LW8
N (+) 24680 E (-) 35898
LW9
N (+) 25127 E (-) 36299
N (+) 25081 E (-) 35452
N (+) 25279 E (-) 6391
C18
C19
(600 x 600)
(600 x 600)
N (+) 21060 E (-) 37237
N (+) 24686 E (-) 6300 979
6
LW6 (600 x 600)
941 2189 800
8 C16
N (+) 25528 E (-) 35853
LW10
(600 x 600)
N (+) 25028 E (-) 6049
C20
15
C2, C3, C4, C5, C6 : 4610
14 LW1 : 5640 13 LW3 : 7840 12 C7, C8 : 8870 11 C9 : 10317 C10, C11, C12, C13, C14, C15 : 15010
9
C16, C17 : 21060
8
LW7 : 21860
7
LW9 : 24049
6
C18, C19 : 25028
(600 x 600)
7507 N (+) 33035 E (-) 27488 N (+) 34957 E (-) 24447
N (+) 35327 E (-) 17167
C23
C22
(600 x 600) N (+) 35417 E (-) 7635
N (+) 35404 E (-) 24848
N (+) 35358 E (-) 24001
N (+) 35668 E (-) 7977
N (+) 35075 E (-) 7886
(600 x 600)
(600 x 600)
N (+) 35804 E (-) 24402
C24
(600 x 600)
N (+) 35381 E (-) 24425 N (+) 39874 E (-) 20525
3
N (+) 39822 E (-) 20480
C25
N (+) 42480 E (-) 9698
N (+) 43050 E (-) 24184 N (+) 43451 E (-) 23737
C26
(600 x 600) N (+) 42457 E (-) 9247
N (+) 43898 E (-) 24138
C21 : 32611
4
C22, C23, C24 : 35417
3
C25 : 39398
2
C26 : 42457
1
C28 : 50420
DESCRIPTION
N (+) 43497 E (-) 24584
C27 (600 x 600) N (+) 43474 E (-) 24161
6946
N (+) 42881 E (-) 9251
(600 x 600)
N (+) 39398 E (-) 20502
N (+) 42034 E (-) 9297 N (+) 42434 E (-) 8850
1017 3059
N (+) 39421 E (-) 20926
N (+) 39375 E (-) 20079
5
REVISION
3981
N (+) 35075 E (-) 7886
N (+) 35166 E (-) 7293
C21
2761
5
DATE
N (+) 32634 E (-) 27935
N (+) 32588 E (-) 27087
REVISION TABLE
3 A-202
N (+) 32187 E (-) 27534
2
C1 : 4565
N (+) 25104 E (-) 35875
1 A-201
4
16
10
(230 x 500)
6050
15
1030 2200 1030
16
N (+) 49997 E (-) 16444
1
N (+) 50443 E (-) 16844
N (+) 50398 E (-) 15997 N (+) 50844 E (-) 16398
C28
KEY PLAN KEY PLAN - SCALE 1:500
(600 x 600)
N (+) 50420 E (-) 16421
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
CENTRE LINE PLAN
A-002
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
A B C D E F G H J
K
L M N P
R
Q
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
T
S
16
16 04
05
06
07
08
09
10
11 12
13
25
24
23
22
21 20
19
18
17
15
1173
PL
2005
696
541 C7
3668 1055
600
542
C4
(600 x 600)
C5
(600 x 600)
C6
(600 x 600)
1 A-401
5500
950
950
1626
LV
HV
FF
696
696 (500428 x 230)
691
696
C8
794
(500 x 230)
(500 x 230)
2548
2500
2500
2350
7500
FFL = -2850 MM SSL = -3000 MM
DRIVEWAY 5.5M WIDE
4850
FFL = -2850 MM SSL = -3000 MM
2500
2 A-401
TRIMIX FLOORING
D8
3080 843
(600 x 600)
650
9470
600
(600 x 600)
C13
9350
650
9400
600
C14
(600 x 600) 9050
C15
600
9100
14 13 12 11 10
1142
5413
218
2718
DRIVEWAY 5.5M WIDE
9497
8
FFL = -2850 MM SSL = -3000 MM
17
18
19
20
21 22
23
24
25
26
27
13
12
11 10
09
08
07
05
04
03
02
01
873
HV
696
C19 734
783
1248
LV
PL
W3 1326
LW8
2418
(600 x 600) 696 388 696
574
696
643
1074
542
D3
7075
C17
600
7
6825 (600 x 600)
LEGENDS FOR WALL THICKNESS 230MM THK BK WALL
LW9
LW10
C20
6
150MM THK BK WALL 100MM THK BK WALL
(600 x 600)
5047
EXHAUST ROOM 2.1M X 5M
FFL = -2850 MM SSL = -3000 MM
5031
LW7
5066
FF
970
1476
FFL = +750 MM SSL = +790 MM
3493
1014
3900
716
716
624
600
(600 x 600)
1438
UP 1488
C18
06
LIFT LOBBY
4230
16
D4
1574
15
LW6
1448
(600 x 600)
2598
3076 3306
14
1338
2678
7
3900
C16
1438
1488
200
624
TRIMIX FLOORING
6
9
D8
9575
8
2558
392
9
1055
2838
SURVEILLANCE ROOM 3M X 3.2M
9420
650
3000
1983
298
(230 x 500)
(600 x 600)
C12
650
C11
2686
450
10
C10
3056
15
(600 x 600)
14
TRIMIX FLOORING 1055
C3
(600 x 600)
7500
C9
9100
300
2500
C2
5620
ELECTRIC ROOM 3M X 5.6M
3698
D3
600
11000
500
2495
3056 LW5 3080
16
9400
2780
3150
1344
1200
718
03
600
3900
850
349
2103
01 02
27
26
9470
370
UP
(500 x 230)
946
FFL = +750 MM SSL = +790 MM
1130
C1
4400
LIFT LOBBY
1502
LW4
600
1218
D4
2818
1502 698
4630
200
LW3
5770
14 13 12 11
LW1
5030
3227
2103
LW2
5596 5620
15
4239
946
2830
1950
REVISION TABLE
7796 500
10633
1074
1074
TRIMIX FLOORING
D8
2149
REVISION 6938
1779
7467
2350
448 02 01
4750
4750
DOM TANK 28 CU.M.
6191
57 25
300 300
1950
RWH TANK 50 CU.M.
1765
(600 x 600)
47
7713
0 60
(600 x 600)
1500
2950
C24
4
(600 x 600)
75
33
1500
2950
PUMP ROOM 50 CU.M.
4746
STP
3
5604
6202
6221
4856
3
C23
4271
(600 x 600) 4258
C21
35
600
C22
5
0
60
4273
4
DESCRIPTION
8989
4800
FF TANK 50 CU.M.
4763
UP
4862
5
448
1950
3617
FL TANK 12 CU.M.
C25
(600 x 600)
2
2 4775
C26
2000
(600 x 600)
C27
(600 x 600)
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE: BASEMENT ARCH PLAN
SHEET NUMBER: A-101
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
A B C D E F G H J 1000 15861639 2313
4833
K
L M N P
747 3335
3658
R
Q
2813 1026
7338
T
S
1362
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
10000
11400
2 A-201 LEVEL +150 MM
13200
16
LEVEL +150 MM
9770
10000
10000
D1
D1
D2 3009
1934
3850
1780
12255
5000
5000
11288
5000
16
14747
30
31 32
33
34
35
36
37
38
39
40
41 42
55
54
53
51 50
49
48
47
46
45
44
43
3900
5000 9400
EQ
2190
2210 600
(600 x 600)
C5
5000
3590 10688
C6
(600 x 600)
RETAIL BAY 3 9.4M X 10.5M
69
(500 x 230) 5566
254
C9
FFL = +750 MM SSL = +790 MM
FFL = +750 MM SSL = +790 MM
FFL = +750 MM SSL = +790 MM
MARBLE FLOORING
MARBLE FLOORING
MARBLE FLOORING
2 A-401
30439
(230 x
(600 x 600)
C13
600 9470
(600 x 600)
C14
600 9400
(600 x 600)
C15
12358 29770
14 13 12 11
5426
5450
46
47
48
49
41 40
39
38
37
36
35
716
624
10515
C18
51 52
53
54
55
34
33
31 30
29
32
FF HV LV PL
390 696
(600 x 600)
734 C19
696 388 696
574
LIFT LOBBY
2598
UP
2123
2723
6
50
696
W3
FFL = +750 MM SSL = +790 MM
941 2189 800
45
C17
LW7 8089
LW8
LW9
(600 x 600)
3278
44
7075
LW6
2575
3306
42
D4
4300
43
3076
MARBLE FLOORING
1350
(600 x 600)
27 15
1326
643
1100
542
2785
(600 x 600)
LW10
D3
9 8
7650
3185
1344
3876
C16
2678
1500
970
FFL = +750 MM SSL = +790 MM
W2
2050
1785
3850
3690
W1
1575 624
5005
5000
RETAIL BAY 4 11M X 10M
7
6050
2405
2422
9 D1
15
10
370
5430
C12 6276 500)
370
SSL = +745 MM
C11
370
1348
D5
370
2642
D6 (600 x 600)
C10FFL = +530 MM518 434
10
D6
900
1402
797
370
(600 x 600)
9800
RETAIL BAY 2 9.4M X 10.5M
9800
(500 x 230)
976
D6
8
C4
(600 x 600)
9800
D7
RETAIL BAY 1 9.5M X 10.5M
C8
540
10540
696
11000
691
10540
2226
2226
765
600
4 16
2839
D5
EQ
2210
2190
6140
W4
EQ
5000 9400
1 A-401
891
1068
W4
696
(500 x 230) D7 D7
1068
D6
1591
D6
696
D7
C3
40766
946
541 C7
1966
600
(600 x 600)
PL LV HV FF
500
4500
FFL = +530 MM SSL = +745 MM
9458
C2
1488
1326
850
LW5
52
EQ
2210 370
1030 2200 1030
29
FFL = +750 MM SSL = +790 MM 3237
UP
(500 x 230)
2780
3138 4400
D5
1130 1438
1344
3876
C1
D4
2818
3225
349
2103
1350
384
LIFT LOBBY
0
4376
698 1502
LW4
LW3
LEVEL +150 MM
EQ
2676
1502
LW1
576
14 13 12 11
EQ 2103
LW2
11050
15
370
W1
91 31
1
2 54
C20
7
LEGENDS FOR WALL THICKNESS 230MM THK BK WALL 150MM THK BK WALL
6
100MM THK BK WALL
(600 x 600)
LEVEL +150 MM
1 A-201
10276
9867
FFL = +750 MM SSL = +790 MM
FFL = +750 MM SSL = +790 MM
MARBLE FLOORING
MARBLE FLOORING
7507
MMRCA OFFICE 10M X 10M
00
50
EQ 48 24
W1 S1 F1 C1
C21
47 35
DATE
(600 x 600)
8917
4
C24
(600 x 600)
(600 x 600)
9
7 45
90 49
27
46
C25
1017 3059
6076
6744
3
(600 x 600)
97 58
65
48
74
8 15 10
0
2
75
25
C26
RETAIL SHOP 10.4M X 10.4M
(600 x 600)
0 60
83
39
C27
00 24
FFL = +750 MM SSL = +790 MM
DESCRIPTION
5
3981
C23 (600 x 600)
REVISION
4
7 19 12
C22
REVISION TABLE
3 A-202
D1
2761
5
9757
9909
9909
RETAIL SHOP 9.5M X 10M
7170
EQ
3 2
(600 x 600)
00 30
50 00
00
98
00
50
50 00
00
D1
50
25 25
00 24
LEVEL +150 MM
0 60
1
25
31
1
6946
MARBLE FLOORING
LEVEL +150 MM
C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: GROUND FLOOR ARCH PLAN
A-102
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
A B C D E F G H J
K
L M N P
R
Q
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
T
S
2 A-201
16
16 2050
2235
3850
1350 1344
1356
685
3876
63
64
65
66
67
68
69
77
76
75
74
73
72
71
78
254
C9
1068
1068
765
C3
9400
(600 x 600)
C4
600
(600 x 600)
11958
C5
9400
70
1626
HV
FF
696
696
691
696
D7
540
MMRCA OFFICE 9.5M X 10.5M
C8
D7
MMRCA OFFICE 9.4M X 10.5M
(500 x 230)
MMRCA OFFICE 9.4M X 10.5M
C6
(600 x 600)
TERRACE 11.5M X 10.5M
1 A-401
FFL = +4950 MM SSL = +4900 MM TERRACOTTA FLOORING
24
8
16
LOBBY 9.5M X 10.5M (500 x 230)
D1
FFL = +5000 MM SSL = +4950 MM
FFL = +5000 MM SSL = +4950 MM
FFL = +5000 MM SSL = +4950 MM
MARBLE FLOORING
MARBLE FLOORING
MARBLE FLOORING
D1
2 A-401
2642
1348
CERAMIC FLOORING 295
C11663(230 x 500)
650
5430
3650
663
C12
(600 x 600)
C13
(600 x 600)
C14
600
(600 x 600)
9387
C15
296
FFL = +5000 MM SSL = +4950 MM
D5
4976
14 13 12 11 10
650
600 6732
15
(600 x 600)
9801
950
LV
10540
950
PL
541
4505
1488
1170
C7696
900
1402
600
4976
2839
D6 D6 (600 x 600) 518 FFL = +530 MM SSL = +745 MM
9458
(600 x 600)
3650
2226
2256
3147
61 62
79
(500 x 230) D7 D7
891
D5
600
4887 2005
D3
1591
C10
60
C2
663
500
797
D6
81 80
946
850
EQ
1530
976
370
59
82
1326
2406
576
W4
58
83
370
663
719 EQ
FFL = +530 MM SSL = +745 MM
W4
57
3900
2818
FFL = +750 MM SSL = +790 MM
LW5
D6
9400
3227
1966
D6
1130
UP (500 x 230)
C1
D4 3138
LIFT LOBBY
1502 349
2103
434
10
2076
2880
1502 698
4655
LW4
LW3
2620
14 13 12 11
466
2103
LW2
LW1
600
15
1780
W1 370
W2
2780
325
1438
3009
1032
D1
9
3076
MARBLE FLOORING 3306 624 600
C18
73
74
75
76
77
78
79
80
69
67
66
65
64
63
62
61 60
81 82
83
59
57
58
UP 716
600
600
6
10522
D4
71 72
68
FF HV LV PL
696 C19
(600 x 600)
734
696 388 696
574
696
643
W3
9909
9909
1100
542
7
(600 x 600)
LW9
LW10
D3 2418
FFL = +5000 MM SSL = +4950 MM
FFL = +5000 MM SSL = +4950 MM
MARBLE FLOORING
MARBLE FLOORING
C23 (600 x 600)
C20
150MM THK BK WALL
6
100MM THK BK WALL
(600 x 600)
2785
REVISION TABLE
3 A-202
C24
(600 x 600)
LEGENDS FOR WALL THICKNESS 230MM THK BK WALL
2785
(600 x 600)
MMRCA OFFICE 10M X 10M
600
DATE
REVISION
DESCRIPTION
5 (600 x 600)
4
(600 x 600)
6076
C25
3 (600 x 600)
2
0
74
2
C17
8936
C22
6144
3
LW8
C21
600
4
FFL = +750 MM SSL = +790 MM
370
LW7
1326
MMRCA OFFICE 9.5M X 10M
5
370
LW6
LIFT LOBBY
7767
1 A-201
3185
1350
(600 x 600)
70
2050
1344
3876
2598
7
1500
C16
1785
970
FFL = +5000 MM SSL = +4950 MM
8
W2
3850
2678
624
W1 1575
4300
MMRCA OFFICE 11M X 10M
9529
9575
8
9
00
50
TERRACE 11.5M X 10.5M
D1
C26
(600 x 600)
C27
(600 x 600)
FFL = +4950 MM SSL = +4900 MM TERRACOTTA FLOORING
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: FIRST FLOOR ARCH PLAN
A-103
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
A B C D E F G H J
K
L M N P
R
Q
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
T
S
2 A-201
16
16 2050
2235
3850
29
30
31 32
33
34
35
36
37
38
39
40
41 42
55
54
53
51 50
49
48
47
46
45
44
43
696
D7
3650
254 1068
D1
5430
(230 x
3650 500)
663
4976
FFL = +9200 MM SSL = +9150 MM
FFL = +9200 MM SSL = +9150 MM
MARBLE FLOORING
MARBLE FLOORING
TERRACE 11.5M X 10.5M FFL = +9150 MM SSL = +9200 MM D1
TERRACOTTA FLOORING
2 A-401
C12
(600 x 600)
9470
600
9470
600
C13
(600 x 600)
9400
C14
(600 x 600)
9027
C15
10
650
9400
600
14 13 12 11
9950
1032
D1
5450
D4
(600 x 600) 44
45
46
47
48
49
50
51 52
53
54
55
41 40
39
38
37
36
35
34
33
31 30
29
32
5221
5221
600
624
696
(600 x 600)
2598
FF HV LV PL 734 C19
696 388 696
574
696
970
716
UP
643
LIFT LOBBY
C17
LW7
LW8
FFL = +750 MM SSL = +790 MM
W3
600
7075
LW6
542
230MM THK BK WALL
LW9
60
LW10
C20
150MM THK BK WALL
6
30
16
0
3664
D3
LEGENDS FOR WALL THICKNESS
7
0 60
1100
7
(600 x 600)
2 15
1326
(600 x 600)
8
600
2678
3306
42
1350
7050
2575
3076
43
3185
4300
3876
C16
W2
2050
1785
1344
1500
MARBLE FLOORING
1 A-201
W1 3850
2678
5450
9 1575
624
5000
5000
9575
MMRCA OFFICE 9.5M X 10M FFL = +9200 MM SSL = +9150 MM
C18
MMRCA OFFICE 9.4M X 10.5M
296
2642
C11
663
7
100MM THK BK WALL
(600 x 600)
9
63
10
5000
5000
9909
MMRCA OFFICE 8M X 10M
5
9
MMRCA OFFICE 10M X 10M
9781
6
(500 x 230)
(500 x 230)
9 8
MMRCA OFFICE 9.5M X 10.5M
C8
540
CERAMIC FLOORING
650
15
(600 x 600)
11000
691
(500 x 230) D7 D7
9800
696
2408
2441
6732
C6
(600 x 600)
1 A-401
4976
696
541 C7
C5
(600 x 600)
FFL = +5000 MM SSL = +4950 MM
D5
SSL = +745 MM
C4
9400
(600 x 600)
10540
FF
C9
900
1402
D6 (600 x 600)
C3
9800
2226 1068
765
1348
D6
(600 x 600)
10540
1626
HV
LOBBY 9.5M X 10.5M
2839
C10FFL = +530 MM518
C2
663
950
LV
696
797
D6
9951
1488
950
D7
891
D5
600
600
9014
PL
2005
976
370
370
1170 946
500
D3
1591
W4
9458
9400
4505
3900
2406
576
W4
52
1326
850
EQ
1530
2256
3147
D6
1130
UP
663
719 EQ
LW5
D6
600
4887
3138
(500 x 230)
3227
FFL = +750 MM SSL = +790 MM
FFL = +530 MM SSL = +745 MM
9445
9152
1356
1344
3876
C1
D4
1966
434
10
349
2103
1350
2818
LW3
685
LIFT LOBBY
1502
LW4
2076
2880
698
4655
1502
LW1
2620
14 13 12 11
466
2103
LW2
600
15
1780
W1 370
W2
2780
325
1438
3009
FFL = +9200 MM SSL = +9150 MM
FFL = +9200 MM SSL = +9150 MM
MARBLE FLOORING
MARBLE FLOORING
63
10
REVISION TABLE
3 A-202
DATE
0 60
0 60
47
35
C21
REVISION
DESCRIPTION
5 (600 x 600)
47
35
0
600
4
60
C23 7752
(600 x 600) 7722
C22
60
(600 x 600)
4
0
C24
(600 x 600)
02
50 06
45
97
49
6144
3
0 60
3
83 98
C25
(600 x 600)
89 25
27
2
73
0
17
0
60
0
60
10
8
80
2
0
60
C26
(600 x 600)
0 40 10
23 46
C27
(600 x 600)
48 53
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: SECOND FLOOR ARCH PLAN
A-104
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
A B C D E F G H J
K
L M N P
R
Q
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
T
S
2 A-201
16
16 2050
2235
3850
3876
31 32
33
34
35
36
37
38
39
40
41 42
55
54
53
51 50
49
48
47
46
45
44
43
696
D7
D7
4505
RETAIL SHOP 9.5M X 10.5M
C8
540
(500 x 230)
TERRACE 11.5M X 10.5M
9800
691
LOBBY 9.5M X 10.5M
C9
FFL = +13400 MM SSL = +13350 MM
(500 x 230)
D1
MARBLE FLOORING
TERRACOTTA FLOORING
650
5430
663 C11
(230 x 500)3650
663
(600 x 600)
C12
9470
2 A-401
4976
9027 9400
(600 x 600)
C15
600
9400 9950
C14
600
14 13 12 11 10
650
9470 6732
C13
600
296
CERAMIC FLOORING
2642
1348
D5
15
(600 x 600)
FFL = +13350 MM SSL = +13300 MM
FFL = +5000 MM SSL = +4950 MM
900
1402
FF
D7
C6
(600 x 600)
1 A-401
4976
254 1068
1068
765
D6 D6 (600 x 600) 518 FFL = +530 MM SSL = +745 MM
1626
HV
10540
2226
2256
3147
1591
2839
C10
950
LV
D7
891
797
D6
950
PL
696
976
370
1170
C7 541(500696x 230) 696
2005
C5
(600 x 600) 9014
663
500
946
850
EQ
D3
D5
C3
(600 x 600)
1488
1326
2406
576
W4
C2
3650
1530
3900
2818
FFL = +750 MM SSL = +790 MM
FFL = +530 MM SSL = +745 MM
W4
52
370
4887
3138
30
3227
LW5
D6
1130
UP
29
1966
D6
(500 x 230)
(600 x 600)
9152 9800
C1
D4
10540
1350 1344
1356
685
LIFT LOBBY 719 EQ
9400 9951
C4
663
349
2103
434
10
2076
1502
LW3
600
W1
2880
1502 698
4655
LW4
2620
14 13 12 11
2103
LW2
LW1
600
15
466
9445
370
W2
1780
2780
325
1438
3009
(600 x 600)
1032
D1
C18
45
46
47
48
49
41 40
39
38
37
36
35
50
51 52
53
54
55
34
33
31 30
29
32
696
388 C19 734(600696x 600)
696
574
LIFT LOBBY
2598
696
970
716
624
FF HV LV PL 643
LW8
FFL = +750 MM SSL = +790 MM
W3
600
7075
LW6
C17
LW7
LW9
C20
150MM THK BK WALL
6
0
3 16
0 60
2785
LW10
D3
LEGENDS FOR WALL THICKNESS 230MM THK BK WALL
0 60
542
7
(600 x 600)
27 15
1326 1100
8
600
2575
44
UP
(600 x 600)
1 A-201
D4
7050
4300
42
3306 600
600
100MM THK BK WALL
(600 x 600)
9
63
10
9909
9909
RETAIL SHOP 9.5M X 10M
5
9
RETAIL SHOP 10M X 10M
9781
6
10522
1350
(600 x 600) 43
3076
MARBLE FLOORING
3185
1344
3876
C16
2678
624
1500
W2
2050
1785
3850
2678
W1
1575
FFL = +13400 MM SSL = +13350 MM
7
9
5450
RETAIL SHOP 11M X 10M
9529
9575
8
5450
9
FFL = +13400 MM SSL = +13350 MM
FFL = +13400 MM SSL = +13350 MM
MARBLE FLOORING
MARBLE FLOORING
63
10
REVISION TABLE
3 A-202
DATE
0
60
0 60 47 35
C21
REVISION
DESCRIPTION
5 (600 x 600)
47
35
4
600
600
4
0 60
C22
C23 (600 x 600)
0
60
(600 x 600)
C24
(600 x 600)
2
0 50 06 45
6076
0 60
3
8 98
C25
3 (600 x 600)
60
2
0
0
17
10
8
80
2
6144
3
7
9 49
0
60
C26
(600 x 600)
0 40 10
23
46
C27
(600 x 600)
53
48
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: THIRD FLOOR ARCH PLAN
A-105
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
A B C D E F G H J
K
L M N P
R
Q
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
T
S
2 A-201
16
16 3034
1934
2650
3850
15
34
35
36
37
38
39
40
41 42
51 50
49
48
47
46
45
44
43
696
696
691
370
696
540
C8
(500 x 230)
(500 x 230)
SLO
PE
(500 x 230)
1:2
6195
C9
541 0
(600 x 600)
C11
(230 x 500)
C13
(600 x 600)
(600 x 600)
C14
C15
0
200 5450
5900
9 8
W1 3876
1350
D4
3306
3076
(600 x 600) 43
42
44
45
46
47
48
49
50
51 52
53
54
55
41 40
39
38
37
36
35
34
33
31 30
29
32
2598
UP
FF HV LV PL
696 734 C19390(600 x 600)
(600 x 600)
1 A-201
MMRCA 9.5M X 10M
696 388 696
574
696
970
716
624
C18
3185
643
7675
LW6
LIFT LOBBY
0
60
2785
LW10
D3
C20
REVISION TABLE
3 A-202
DATE
REVISION
DESCRIPTION
5
17254
0 60
C21
100MM THK BK WALL
(600 x 600)
9 63 10
MMRCA 10M X 10M
150MM THK BK WALL
6
30 16
542
LEGENDS FOR WALL THICKNESS 230MM THK BK WALL
1326 1100
7
(600 x 600)
LW8
FFL = +750 MM SSL = +790 MM
W3
C17 3278
1500
W2
2050
1785
4300
3850
1344
1575
2678
624
9502
9536
C16
14 13 12 11 10
SLO PE 1:
0 1:20 E P SLO
(600 x 600)
2 A-401
10250
LEVEL = + 17.15 M
5
C6
00
10250
(600 x 600)
C12
0 1:2
C10
7 6
(600 x 600)
11000
C7
C5
(600 x 600)
1 A-401 10100
2965
PL LV HV FF
946
2818 1368
LEVEL = + 17.15 M
C4
(600 x 600)
1488
00 1:2
500
C3
(600 x 600)
4822
33
53
9570
C2
E
349
31 32
54
52
370
OP SL
11064
30
3900
850
3237
3400
29
55
1326
FFL = +750 MM SSL = +790 MM
LW5 2103
1130
UP
4400
4376
3225
1851
LW4
3876
(500 x 230)
2780
3138
1851
C1
200
9 8
(500 x 230)
1350
384
D4
1438
2676
1344
EQ
LW2
PE
10
15
230 2103
O SL
14 13 12 11
9995
1780
W1
W2
(600 x 600)
47 35
4
4
0
C22
C23 (600 x 600)
60
C24
(600 x 600)
(600 x 600)
02
50
3
C25
3 (600 x 600)
2
2 C26
(600 x 600)
0
10
40
61 62
C27
(600 x 600)
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE: TERRACE FLOOR ARCH PLAN
SHEET NUMBER: A-106
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
1000 15861639 2313
4833
3658
2813 1026
7338
C4, C14, C17 : 37237
C5, C15 : 47237
C6 : 58637
L M N P
C20 : 35875
LW6, LW8, LW10 28637
K
747 3335
C21 : 27511
C24 : 24425
C3, C13 : 27237
C25 : 20502
C2, C8, C12,C16,C18, C23 17167
C28 : 16421
C1, C7 : 11587
C9 : 9274
C26 : 7635
C22 : 6049
LW2, LW4, LW5 : 5568
LW1, LW3 : 4632
C9 : 4568
A B C D E F G H J
Q
R
S
T
1362
10000
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
11400
2 A-201
16
(600 x 600)
PB10 600 X 600
N (+) 15010 E (-) 4568
9400
9400
PB11 600 X 600
N (+) 15010 E (-) 37237 PB12 600 X 600
(600 x 600)
C13
C14
33 0 PB X 60 0 60
(600 x 600)
2 A-401
N (+) 15010 E (-) 47237 PB13 600 X 600
C15
15
C2, C3, C4, C5, C6 : 4610
14 LW1 : 5640 13 LW3 : 7840 12 C7, C8 : 8870 11 C9 : 10317 10
N (+) 15060
C19 600
10475
(600 x 600) N (+) 25028 E (-) 6049
08
07
05
04
03
02
01
LV
UP
DB6 150 X 250
HV
06
PL
PS
LW6
LW7
3020 PB19 300 X 600
LW8
(600 x 600)PB18 300 X 600
LW9
6050 45 0 PB X 60 0 60
N (+) 25528 E (-) 35853
8115
600
N (+) 24680 E (-) 35898 N (+) 25127 E (-) 36299
C20
C23
2761
N (+) 35404 E (-) 24848
C24
6
C18, C19 : 25028
REVISION TABLE
(600 x 600)
5
C21 : 32611
4
C22, C23, C24 : 35417
3
C25 : 39398
2
C26 : 42457
1
C28 : 50420
REVISION
DESCRIPTION
N (+) 35381 E (-) 24425
4 N (+) 39822 E (-) 20480
C25
(600 x 600)
24 0 PB X 60 0 60
N (+) 39398 E (-) 20502
N (+) 42034 E (-) 9297
57
77
N (+) 42480 E (-) 9698
N (+) 43451 E (-) 23737
C26
(600 x 600) N (+) 42457 E (-) 9247
0 10 10
N (+) 42881 E (-) 9251
(600 x 600)
N (+) 39421 E (-) 20926
N (+) 39375 E (-) 20079
N (+) 42434 E (-) 8850
N (+) 35804 E (-) 24402 53 00 B 6 P X 0 60
LW9 : 24049
DATE
N (+) 39874 E (-) 20525
3 92
52 0 PB X 60 0 0 6
5962
PB51 600 X 600
23 0 PB X 60 0 60
C22 (600 x 600) N (+) 35417 E (-) 7635
(600 x 600)
7
3981
600
LW7 : 21860
3 A-202
1017 3059
N (+) 35075 E (-) 7886
PB22 600 X 600 N (+) 35358 E (-) 24001
8
0 98
N (+) 43898 E (-) 24138
0
N (+) 43050 E (-) 24184 N (+) 43497 E (-) 24584
C27
(600 x 600) N (+) 43474 E (-) 24161
25 0 PB X 60 0 60
54 0 PB X 60 0 60
6946
N (+) 35668 E (-) 7977
6853
N (+) 35327 E (-) 17167
PB21 600 X 600
C21
C16, C17 : 21060
(600 x 600)
49 0 PB X 60 0 60
PB48 300 X 600
N (+) 35166 E (-) 7293
600
8981
N (+) 35075 E (-) 7886
N (+) 33035 0 50 27488 E 60 PB (-) 0X 0 6 N (+) 34957 E (-) 24447
9
N (+) 25104 E (-) 35875
N (+) 32634 E (-) 27935
N (+) 32588 E (-) 27087
5
(600 x 600)
N (+) 21060 E (-) 37237
9781
PB47 300 X 600
9781
PB46 600 X 600
PB20 N (+) 25081 300 X 600 E (-) 35452
LW10 9470
C17
941 2189 800
27
PB44 300 X 600
26
PB42 300 X 600
25
4530
09
24
PB43 300 X 600
11 10
DB5 150 X 250
600
DB4 150 X 250
FF
C18
12
23
PB16 300 X 600
PB17 600 X 600
N (+) 25279 E (-) 6391
13
21 22
4000
14
20
DB7 150 X 250
PB40 300 X 600
C16 (600 x 600) N (+) 21060 15 16 17 18 19 E (-) 17167
PB15 600 X 600
PB41 300 X 600
PB14 600 X 600
C10, C11, C12, C13, C14, C15 : 15010
7507
9380
PB38 600 X 600
PB39 300 X 600
RAMP TO BASEMENT 6 M WIDE DOWN
N (+) 32187 E (-) 27534
2
6376
1 A-401
(230 x 500)
1 A-201
3
600
N (+) 4610 E (-) 58637
C1 : 4565
11999E (-) 10452
N (+) 24686 E (-) 6300
N (+) 25370 E (-) 5798
N (+) 4610 E (-) 47237
(600 x 600)
6140
N (+) 15010 E (-) 27237
(600 x 600)
C12
10567 N (+) 24777 E (-) 5707
600
C6
(600 x 600)
1030 2200 1030
600
N (+) 15010 E (-) 17167
9439 C11
N (+) 4610 E (-) 37237
PB32 300 X 600
(500(500 x 230) x 230)
C5
(600 x 600)
9801
PB29 300 X 600
3080
(500(500 x 230) x 230)
7
4
PB6 600 X 600
N (+) 8870 E (-) 17217
PB37 300 X 600
C9
TB3 300 X 600
C10
TB2 600 X 600
C8
PB9 (500(500 x 230) x 230) 300 X 600
N (+) 11485 E (-) 10317 TOILET SUNK 200 MM
9470
FF
5590
TB1 600 X 600
N (+) 4610 E (-) 27237
N (+) 8870 E (-) 11587
PB36 300 X 600
TOILET SUNK 200 MM
N (+) 4610 E (-) 17167
C4
(600 x 600)
PB31 300 X 600
C7
HV
9
6
PB5 600 X 600
9802
LW5
LV
C3
(600 x 600)
PB30 300 X 600
PL
DB3 150 X 250
PB8 300 X 600
DB2 150 X 250
2333
PB7 300 X 600 DB1 150 X 250
LW3
PB34 300 X 600
LW4
C2
(500 x 230)
N (+) 4610 E (-) 11587
PB28 300 X 600
4440
4260
2333
10
8
PB4 600 X 600
PB3 600 X 600
9801
C1
PB27 300 X 600
LW2
LW1 PB26 300 X 600
14 13 12 11
PB2 300 X 600
5325
PB35 300 X 600
15
PB1 300 X 600
16
N (+) 49997 E (-) 16444
1
N (+) 50443 E (-) 16844
N (+) 50398 E (-) 15997 N (+) 50844 E (-) 16398
C28 (600 x 600) N (+) 50420 E (-) 16421
KEY PLAN PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
PLINTH BEAM PLAN
A-101s
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
1000 15861639 2313
4833
3658
2813 1026
7338
C4, C14, C17 : 37237
C5, C15 : 47237
C6 : 58637
L M N P
C20 : 35875
LW6, LW8, LW10 28637
K
747 3335
C21 : 27511
C24 : 24425
C3, C13 : 27237
C25 : 20502
C2, C8, C12,C16,C18, C23 17167
C28 : 16421
C1, C7 : 11587
C9 : 9274
C26 : 7635
C22 : 6049
LW2, LW4, LW5 : 5568
LW1, LW3 : 4632
C9 : 4568
A B C D E F G H J
Q
R
S
T
1362
10000
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
11400
2 A-201
16
16 06
07
08
09
10
11 12
13
23
22
21 20
19
18
17
15
C10
10
TB2 600 X 600
(600 x 600)
FF
3 0 B3 60 0X
C8
B10 600 X 600
C11
(500 x 230)
C12
SL = +4950 MM
B11 600 X 600
(600 x 600)
SL = +4950 MM
SL = +4950 MM
2 A-401
C13
B12 600 X 600
(600 x 600)
C14
(600 x 600)
B13 600 X 600
C15
10
B39 300 X 600
48
49
50
51 52
53
54
55
41 40
39
38
37
36
35
34
33
31 30
29
C19
UP
DB6 150 X 250
DB5 150 X 250
HV
32
LV
PL
PS
B19 300 X 600
B20 300 X 600
9 0 B4 60 0X
B48 300 X 600 B47 300 X 600
B46 600 X 600
B21 600 X 600
C22
6 (600 x 600)
60
REVISION TABLE
SL = +4950 MM
3 A-202 0 0 B5 60 0X 60
4
5 0 B4 60 0X
C20
5
7
(600 x 600)
60
(600 x 600) B18 300 X 600
1 A-201 SL = +4950 MM
C17
B44 300 X 600
47
DB4 150 X 250
FF
B42 300 X 600
46
B16 300 X 600
B17 600 X 600
(600 x 600)
45
DB7 150 X 250
B40 300 X 600
42
44
B43 300 X 600
(600 x 600) 43
8
B15 600 X 600
B41 300 X 600
B38 600 X 600
B14 600 X 600
C16
C18
14 13 12 11 9
SL = +4950 MM
6
C21
DATE
REVISION
DESCRIPTION
5 (600 x 600)
B22 600 X 600
C23 (600 x 600)
C24
(600 x 600)
3 0 B5 60 0X 60
3 0 B2 60 0X
60
4
(600 x 600)
2 0 B5 60 0X
B51 600 X 600
3
SL = +4950 MM
60
(230 x 500)
7
15
(600 x 600)
1 A-401
9439
9 8
C6
(600 x 600)
B37 300 X 600
(500 x 230)
SL = +4950MM TB3 300 X 600
TOILET SUNK 200 MM
C9
HV
C5
(600 x 600)
14
B9 (500 x 230) 300 X 600
PB36 300 X 600 TB1 600 X 600
LV
DB3 150 X 250
PL
DB2 150 X 250
B7 300 X 600
B8 300 X 600
TOILET SUNK 200 MM
16
C4
(600 x 600)
B6 600 X 600
B32 300 X 600
05
24
C3
B31 300 X 600
04
25
(600 x 600)
B5 600 X 600
B29 300 X 600
B28 300 X 600
03
DB1 150 X 250
B34 300 X 600
4510
B26 300 X 600
01 02
27
C7 B35 300 X 600
14 13 12 11
600
C2
(500 x 230) UP
26
B4 600 X 600
B3 600 X 600
C1
B27 300 X 600
15
B2 300 X 600
B30 300 X 600
B1 300 X 600
60
C25
3 (600 x 600) 4 0 B2 60 0X
60
2
2
SL = +4990 MM C26
(600 x 600)
C27
(600 x 600)
5 0 B2 60 0X
60
4 0 B5 60 0X
60
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: FIRST FLOOR STRUC. PLAN
A-102s
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
1000 15861639 2313
4833
3658
2813 1026
7338
C4, C14, C17 : 37237
C5, C15 : 47237
C6 : 58637
L M N P
C20 : 35875
LW6, LW8, LW10 28637
K
747 3335
C21 : 27511
C24 : 24425
C3, C13 : 27237
C25 : 20502
C2, C8, C12,C16,C18, C23 17167
C28 : 16421
C1, C7 : 11587
C9 : 9274
C26 : 7635
C22 : 6049
LW2, LW4, LW5 : 5568
LW1, LW3 : 4632
C9 : 4568
A B C D E F G H J
Q
R
S
T
1362
10000
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
11400
2 A-201
16
16 07
09
10
11 12
13
22
21 20 19
18
17
15
C10
10
DB3 150 X 250
HV
(600 x 600)
(500 x 230)
3 0 B3 60 0X
C8
B10 600 X 600
(500 x 230)
C12
SL = +9150 MM
B11 600 X 600
(600 x 600)
SL = +9150 MM
2 A-401
C13
B12 600 X 600
(600 x 600)
C14
(600 x 600)
B13 600 X 600
C15
10
B39 300 X 600
48
49
50
51 52
53
54
55
41 40
39
38
37
36
35
34
33
31 30
29
C19
(600 x 600)
UP
DB6 150 X 250
DB5 150 X 250
HV
32
LV
PL
PS
B19 300 X 600
B20 300 X 600
9 0 B4 60 0X
B48 300 X 600 B47 300 X 600
B46 600 X 600
B21 600 X 600
C22
6 (600 x 600)
60
REVISION TABLE
SL = +9150 MM
3 A-202 0 0 B5 60 0X 60
4
5 0 B4 60 0X
C20
5
7
(600 x 600)
60
(600 x 600) B18 300 X 600
1 A-201 SL = +9150 MM
C17
B44 300 X 600
47
DB4 150 X 250
FF
B42 300 X 600
46
B16 300 X 600
B17 600 X 600
C18
45
DB7 150 X 250
B40 300 X 600
42
44
B43 300 X 600
(600 x 600) 43
8
B15 600 X 600
B41 300 X 600
B38 600 X 600
B14 600 X 600
C16
6
14 13 12 11 9
SL = +9150 MM
7
C21
DATE
REVISION
DESCRIPTION
5 (600 x 600)
B22 600 X 600
C23 (600 x 600)
C24
(600 x 600)
3 0 B5 60 0X 60
3 0 B2 60 0X
60
4
(600 x 600)
2 0 B5 60 0X
B51 600 X 600
3
SL = +9150 MM
60
(230 x 500)
9 8
SL = +9000 MM
FF
9439
C11
15
(600 x 600)
1 A-401
TERRACE SUNK SLAB 150MM
B9 (500 x 230) 300 X 600
PB36 300 X 600 TB2 600 X 600
C6
(600 x 600)
14
SL = +9150 MM TB3 300 X 600
TOILET SUNK 200 MM
C9
LV
DB2 150 X 250
PL
TB1 600 X 600
16
B7 300 X 600
B8 300 X 600
TOILET SUNK 200 MM
08
C5
(600 x 600)
B32 300 X 600
06
23
C4
(600 x 600)
B31 300 X 600
05
24
C3
B6 600 X 600
B29 300 X 600
04
25
(600 x 600)
B5 600 X 600
B37 300 X 600
B28 300 X 600
03
26
DB1 150 X 250
B34 300 X 600
4510
B26 300 X 600
01 02
27
B4 600 X 600
600
C2
(500 x 230) UP
C7 B35 300 X 600
14 13 12 11
B3 600 X 600
C1
B27 300 X 600
15
B2 300 X 600
B30 300 X 600
B1 300 X 600
60
C25
4 0 B2 60 0X
60
SL = +9150 MM
2 C26
(600 x 600)
3 (600 x 600)
TERRACE SUNK SLAB 150MM
2 C27
(600 x 600)
SL = +9000 MM 5 0 B2 60 0X
60
4 0 B5 60 0X
60
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: FIRST FLOOR STRUC. PLAN
A-103s
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
1000 15861639 2313
4833
3658
2813 1026
7338
C4, C14, C17 : 37237
C5, C15 : 47237
C6 : 58637
L M N P
C20 : 35875
LW6, LW8, LW10 28637
K
747 3335
C21 : 27511
C24 : 24425
C3, C13 : 27237
C25 : 20502
C2, C8, C12,C16,C18, C23 17167
C28 : 16421
C1, C7 : 11587
C9 : 9274
C26 : 7635
C22 : 6049
LW2, LW4, LW5 : 5568
LW1, LW3 : 4632
C9 : 4568
A B C D E F G H J
Q
R
S
T
1362
10000
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
11400
2 A-201
16
16 07
08
09
10
11 12
13
27
25
24
23
22
21 20
19
18
17
15
26
C10
10
TB2 600 X 600
(600 x 600)
C8
(500 x 230)
15
(600 x 600)
1 A-401
(500 x 230)
SL = +13350 MM
SL = +13350 MM
SL = +13200 MM
2 A-401
9439
B10 600 X 600
C11
C12
B11 600 X 600
(600 x 600)
C13
B12 600 X 600
(600 x 600)
C14
(600 x 600)
B13 600 X 600
C15
42
46
47
48
49
50
51 52
53
54
55
41 40
39
38
37
36
35
34
33
31 30
29
C19
HV
32
UP
DB6 150 X 250
DB5 150 X 250
DB4 150 X 250
FF
(600 x 600)
45
B16 300 X 600
B17 600 X 600
C18
44
LV
PL
PS
B19 300 X 600
9 0 B4 60 0X 0 6
B48 300 X 600
B47 300 X 600
B46 600 X 600
6 (600 x 600)
REVISION TABLE
3 A-202 0 0 B5 60 0X
C21
60
C22
5 0 B4 60 0X
SL = +13350 MM
B21 600 X 600
7
(600 x 600)
60
C20
5 4
B20 300 X 600
(600 x 600) B18 300 X 600
1 A-201 SL = +13350 MM
C17
B44 300 X 600
B40 300 X 600
43
B43 300 X 600
(600 x 600)
DB7 150 X 250
C16
8
B15 600 X 600
B42 300 X 600
B14 600 X 600
B41 300 X 600
B38 600 X 600
B39 300 X 600
9
SL = +13350 MM
6
14 13 12 11 10
(230 x 500)
7
DATE
REVISION
DESCRIPTION
5 (600 x 600)
B22 600 X 600
C23 (600 x 600)
C24
(600 x 600)
3 0 B5 60 0X 60
3 0 B2 60 0X
60
4
(600 x 600)
2 0 B5 60 0X 0 6
B51 600 X 600
3
C5
(600 x 600)
TERRACE SUNK SLAB 150MM
B9 (500 x 230) 300 X 600
9 8
C4
(600 x 600)
FF
SL = +13350 MM TB3 300 X 600
TOILET SUNK 200 MM
C9
HV
C3
B37 300 X 600
PB36 300 X 600 TB1 600 X 600
LV
DB3 150 X 250
PL
DB2 150 X 250
B7 300 X 600
B8 300 X 600
TOILET SUNK 200 MM
16
(600 x 600)
14
B32 300 X 600
06
B31 300 X 600
05
B5 600 X 600
B29 300 X 600
B28 300 X 600
04
DB1 150 X 250
B34 300 X 600
4510
B26 300 X 600
03
B4 600 X 600
600
C2
(500 x 230) UP
01 02
C7 B35 300 X 600
14 13 12 11
B3 600 X 600
C1
B27 300 X 600
15
B2 300 X 600
B30 300 X 600
B1 300 X 600
C25
4 0 B2 60 0X
60
SL = +13350 MM
2 C26
3 (600 x 600)
2
(600 x 600)
5 0 B2 60 0X
60
C27
(600 x 600)
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: THIRD FLOOR STRUC PLAN
A-104s
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
1000 15861639 2313
4833
3658
2813 1026
7338
C4, C14, C17 : 37237
C5, C15 : 47237
C6 : 58637
L M N P
C20 : 35875
LW6, LW8, LW10 28637
K
747 3335
C21 : 27511
C24 : 24425
C3, C13 : 27237
C25 : 20502
C2, C8, C12,C16,C18, C23 17167
C28 : 16421
C1, C7 : 11587
C9 : 9274
C26 : 7635
C22 : 6049
LW2, LW4, LW5 : 5568
LW1, LW3 : 4632
C9 : 4568
A B C D E F G H J
Q
R
S
T
1362
10000
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought t the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
11400
2 A-201
16
16 06
07
08
09
10
11 12
13
27
25
24
23
22
21 20
19
18
17
15
26
C10
TB2 600 X 600
(600 x 600)
C8
(500 x 230)
15
(600 x 600)
1 A-401
(500 x 230)
SL = +17550 MM
SL = +17400 MM
2 A-401
9439
B10 600 X 600
C11
C12
B11 600 X 600
(600 x 600)
C13
B12 600 X 600
(600 x 600)
C14
(600 x 600)
C15
(230 x 500)
B39 300 X 600
C19
48
49
50
51 52
53
54
55
41 40
39
38
37
36
35
34
33
31 30
29
UP
DB6 150 X 250
DB5 150 X 250
HV
32
LV
PL
PS
B19 300 X 600
B20 300 X 600
B47 300 X 600
B46 600 X 600
B48 300 X 600
9 0 B4 60 0X 0 6
REVISION TABLE
3 A-202 0 0 B5 60 0X
B21 600 X 600
C22
6 (600 x 600)
SL = +17550 MM
C21
60
4
5 0 B4 60 0X
C20
5
7
(600 x 600)
60
(600 x 600) B18 300 X 600
1 A-201 SL = +17550 MM
C17
B44 300 X 600
B42 300 X 600
47
DB4 150 X 250
FF
(600 x 600)
46
B16 300 X 600
B17 600 X 600
C18
45
DB7 150 X 250
B40 300 X 600
42
44
B43 300 X 600
(600 x 600) 43
8
B15 600 X 600
B41 300 X 600
B38 600 X 600
B14 600 X 600
C16
6
14 13 12 11 10 9
SL = +17550 MM
7
DATE
REVISION
DESCRIPTION
5 (600 x 600)
B22 600 X 600
C23 (600 x 600)
C24
(600 x 600)
3 0 B5 60 0X 60
3 0 B2 60 0X
60
4
(600 x 600)
2 0 B5 60 0X 0 6
B51 600 X 600
3
C5
(600 x 600)
TERRACE SUNK SLAB 150MM
B9 (500 x 230) 300 X 600
9 8
C4
(600 x 600)
FF
SL = +17550 MM TB3 300 X 600
TOILET SUNK 200 MM
C9
HV
C3
B37 300 X 600
PB36 300 X 600 TB1 600 X 600
LV
DB3 150 X 250
PL
DB2 150 X 250
B7 300 X 600
B8 300 X 600
TOILET SUNK 200 MM
16
(600 x 600)
14
B31 300 X 600
05
B29 300 X 600
B28 300 X 600
04
DB1 150 X 250
B34 300 X 600
4510
B26 300 X 600
03
B4 600 X 600
600
C2
(500 x 230) UP
01 02
C7 B35 300 X 600
14 13 12 11 10
B3 600 X 600
C1
B27 300 X 600
15
B2 300 X 600
B30 300 X 600
B1 300 X 600
C25
4 0 B2 60 0X
60
SL = +17550 MM
2 C26
3 (600 x 600)
2
(600 x 600)
5 0 B2 60 0X
60
C27
(600 x 600)
1
1 C28
KEY PLAN
(600 x 600)
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: GROUND FLOOR ARCH PLAN
A-105s
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
A B C D E F G H J
K
L M N P
Q
SEMESTER 6
R
S
T
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO
55
15
12
7
11
5
3
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
1
OHT TOP LEVEL SSL = +23 M
LIFT MACHINE ROOM 3400 MM DEEP TERRACE PARAPET LEVEL SSL = +19.05 M
+-0.0 M
PARAPET WALL 1500 MM (150 MM THK BRICK MASONRY) WITH WHITE WATERPROOF PAINT FINISH
TERRACE FLOOR LEVEL SSL = +17.55 M
+-0.0 M +-0.0 M
25 MM THK EXTERNAL PLASTER FINISH OVER 230 MM THK TOILET BRICK WALL
+-0.0 M
+-0.0 M
THIRD FLOOR LEVEL SSL = +13.35 M D1 F
D1
-3 M
F
F
F
F
F
F
-3 M
-3 M
F
+-0.0 M F
F
PARAPET WALL 900 MM (150 MM THK BRICK MASONRY)
SECOND FLOOR LEVEL SSL = +9.15 M
RCC FINS FOR VENTILATION OF TOILET DUCT
+-0.0 M
+-0.0 M
FIRST FLOOR LEVEL SSL = +4.95 M D1
D1 F
F
F
F
F
F
F
D1 F
F
F
F
F
F
DOUBLE SHUTTER DOOR 2400 MM WIDE F
F
GROUND PLINTH LEVEL SSL = +0.75 M
15
12
11
V
5
7
T
U
3
1
K
P
ELEVATION 01 SCALE 1:150 01
H
D
REVISION TABLE
OHT TOP LEVEL SSL = +23 M
DATE
REVISION
DESCRIPTION
LIFT MACHINE ROOM 3400 MM DEEP
+-0.0 M
PARAPET WALL 1500 MM (150 MM THK BRICK MASONRY) WITH WHITE WATERPROOF PAINT FINISH
TERRACE PARAPET LEVEL SSL = +19.05 M
+-0.0 M
+-0.0 M
TERRACE FLOOR LEVEL SSL = +17.55 M
W2
25 MM THK TERRACOTTA TILE FINISH SUPPORTED OVER ALUMINIUM FRAMEWORK
+-0.0 M
+-0.0 M
THIRD FLOOR LEVEL SSL = +13.35 M
UNITISED CURTAIN GLAZING SYSTEM WITH 18MM THK DGU GLASS W2 +-0.0 M
PARAPET WALL 900 MM (150 MM THK BRICK MASONRY)
+-0.0 M
750 MM CANTILEVERED SLAB OVER TERRACE OPENING
SECOND FLOOR LEVEL SSL = +9.15 M
W2 +-0.0 M
+-0.0 M
FIRST FLOOR LEVEL SSL = +4.95 M
+-0.0 M
F
F
F
F
F
F
F
F
DOUBLE SHUTTER DOOR 2400 MM WIDE
F
F
F
KEY PLAN
F
F
F
F
F
PROJECT NAME:
F
GROUND PLINTH LEVEL SSL = +0.75 M
MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
ELEVATIONS
A-201
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE
V
U
T
P
K
H
SEMESTER 6
D
13-05-2021
ACADEMY OF ARCHITECTURE ELEVATION 2 SCALE 1:150 02
SIGN AND STAMP
ROLL NO.
55
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
H
K
L
N
Q
R
R
T
S
FIFTH FLOOR COMMON BETWEEN MMRCA OFFICE AND BUSINESS HOTEL
OHT TOP LEVEL SSL = +23 M
TERRACE PARAPET LEVEL SSL = +19.05 M PARAPET WALL 1500 MM (150 MM THK BRICK MASONRY) WITH WHITE WATERPROOF PAINT FINISH
FOURTH FLOOR LEVEL SSL = +17.55 M
+-0.0 M
+-0.0 M
UNITISED CURTAIN GLAZING SYSTEM SUPPORTED OVER ALUMINUM FRAME WITH 18MM THK DGU GLASS
THIRD FLOOR LEVEL SSL = +13.35 M
STEEL GLASS CANOPY SUPPORTED BY CABLE ANCHORS
F
F
F
F
PARAPET WALL 900 MM (150 MM THK BRICK MASONRY)
SECOND FLOOR LEVEL SSL = +9.15 M +-0.0 M F
F
F
F
BAND BEAMS 600MM DEPTH RUNNING ALONG THE SPAN SUPPORTING THE GLAZING SYSTEM
F
F
F
F
REVISION TABLE +5.9 M
FIRST FLOOR LEVEL SSL = +4.95 M
+5.9 M
BALCONY OVER THE RETAIL OUTLET PROJECTING OUTWARDS
+-0.0 M
F
DOUBLE SHUTTER DOOR 2400 MM WIDE FOR MMRCA OFFICE ENTRANCE
F
F
DATE
REVISION
DESCRIPTION
F
+5.9 M F
F
GROUND PLINTH LEVEL SSL = +0.75 M
V
V
V
V
V
V
V
V
V ELEVATION 3 SCALE 1:150 03
KEY PLAN PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
ELEVATION
A-202
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
K
U
V
400
OHT TOP LEVEL SSL = +23 M
OVERHEAD TANK SSL = +20925 MM
2253
2135
400
T
P
FLOOR LANDING FFL = +17600 MM SSL = +17550 MM
1585
B29
B28
TERRACE PARAPET LEVEL SSL = +19.05 M
STAIRCASE MUMPTY
107 106 105 103
B29
93
79 77 75
52 51 50 49 47 46 45
42
39
B29
38 37 36 35
1580
34
24 23
B29
10 09
4100 4200
B34'
08 07
1630
04 03 02
F
F
F
F
F
F
4200
F
2400
14
11
06
COMMON LIFT LOBBY FFL = +800 MM SSL = +750 MM
B33'
F
3580
15
12
05
RETAIL OUTLET FFL = +800 MM SSL = +750 MM
F
RETAIL OUTLET FFL = +800 MM SSL = +750 MM
RETAIL OUTLET FFL = +800 MM SSL = +750 MM
F
RETAIL OUTLET FFL = +800 MM SSL = +750 MM
GROUND PLINTH LEVEL SSL = +0.75 M
PB28
PB29
PB30
PB31
2580
3050
420 CAR PARKING FFL = -2950 MM SSL = -3000 MM
2580
CAR PARKING FFL = -2950 MM SSL = -3000 MM
2580
420 2580
420 CAR PARKING FFL = -2950 MM SSL = -3000 MM
2580
CAR PARKING FFL = -2950 MM SSL = -3000 MM
2580
420
CAR PARKING FFL = -2950 MM SSL = -3000 MM
BASEMENT
2580
2400
2580
B28
2580
420
01
600
900
FIRST FLOOR LEVEL SSL = +4.95 M
16
W1
2580
2100
17
B32
3730
3600
2100
4050
18
FLOOR LANDING FFL = +800 MM SSL = +750 MM
B31 1630
19
4200
1950
20
750
MMRCA OFFICE FFL = +5000 MM SSL = +4950 MM 620
MID LANDING FFL = +2900 MM SSL = +2850 MM
25
22
W2
MMRCA OFFICE FFL = +5000 MM SSL = +4950 MM
1680
600 988
26
21
TERRACE PLANTERS
MMRCA OFFICE FFL = +5000 MM SSL = +4950 MM 520
B37
28
B28
2000
900
32 31 30 29 27
B26
B33"
4250
43
40
33
COMMON LIFT LOBBY FFL = +5000 MM SSL = +4950 MM
B32'
44
W1
FLOOR LANDING FFL = +5000 MM SSL = +4950 MM
B31
SECOND FLOOR LEVEL SSL = +9.15 M
3580
4050 3600
2100 2100
W2
PARAPET WALL FOR TERRACE
1680
48
4200
B28
1950
B26
MID LANDING FFL = +7100 MM SSL = +7050 MM
53
MMRCA OFFICE FFL = +9200 MM SSL = +9150 MM
1680
54
2000
988
600
55
SHEAR WALL FOR LIFT
620
1530
B37
56
MMRCA OFFICE FFL = +9200 MM SSL = +9150 MM
520
900
60 59 58 57
620
B29
65 64 63 62
3580
70
66
520
3600
71
68 67
61
COMMON LIFT LOBBY FFL = +9200 MM SSL = +9150 MM
B32''
72
W1
FLOOR LANDING FFL = +9200 MM SSL = +9150 MM
470
2100
W2
73
3730
4050
74
THIRD FLOOR LEVEL SSL = +13.35 M
B31' 1680
76
4200
B28
80 78
2100
RCC BEAM 300 X 600 MM
MID LANDING FFL = +11300 MM SSL = +11250 MM
81
2000
600 988
82
MMRCA OFFICE FFL = +13400 MM SSL = +13350 MM
1680
B37
84
1950
WAFFLE SLAB
1530
4050
900
87 86 85 83
B26
2000
92 91 90 88
3630
98
94
89
COMMON LIFT LOBBY FFL = +13400 MM SSL = +13350 MM
4100
99
95
520
2100
100
96
FLOOR LANDING FFL = +13400 MM SSL = +13350 MM
470
W2
LIFT CAR, MITSUBISHI ELECTRIC PASSENGER ELEVATOR
101
W1
520
3600
2100
4050
102
TERRACE FLOOR LEVEL SSL = +17.55 M
B31 1680
104
470
B28
108
1950
B26
MID LANDING FFL = +15500 MM SSL = +15450 MM
109
470
600 988
110
420
B37
111
1680
112
420
5150
STAIRCASE TO ACCESS OHT 1.2 M WIDE
2600
2150 3050
LIFT MACHINE ROOM
OHT LEVEL SSL = +20.925 M
1612
600
3150
LIFT MACHINE ROOM FFL = +19750 MM SSL = +19700 MM
1935
2250
OVERHEAD TANK (DOMESTIC + FLUSH
2675 2250
400
H
400
D
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
BASEMENT LEVEL SSL = -3.0 M
PB32
SECTION 01 SCALE 1:150 01
D
H
P
K
U
T
V LEGENDS FOR WALL THICKNESS
D
K
B H
T
P
U
230MM THK BK WALL
V
150MM THK BK WALL 100MM THK BK WALL
OHT TOP LEVEL SSL = +23 M 2253
OVERHEAD TANK (DOMESTIC + FLUSH
REVISION TABLE DATE
REVISION
DESCRIPTION
1585
OHT LEVEL SSL = +20.925 M LIFT MACHINE ROOM
B28
4100
4000
2450
3730
3988
2450 1550
1180
4200
3900
3630 2450
2082
2400
3730
4000
3988
SECOND FLOOR LEVEL SSL = +9.15 M B28
B28
1180
1550
B28
4250 2450
3900 MMRCA OFFICE FFL = +5000 MM SSL = +4950 MM
3630
3988
MMRCA OFFICE FFL = +5000 MM SSL = +4950 MM
950
2082
2400
3730
4000
D7
MMRCA OFFICE FFL = +5000 MM SSL = +4950 MM
FIRST FLOOR LEVEL SSL = +4.95 M
F
F
F
F
RETAIL OUTLET FFL = +800 MM SSL = +750 MM
F
RETAIL OUTLET FFL = +800 MM SSL = +750 MM
GROUND PLINTH LEVEL SSL = +0.75 M
420 2580
2580
2580
2580
CAR PARKING FFL = -2950 MM SSL = -3000 MM
PB29
F
D1
420
RETAIL OUTLET FFL = +800 MM SSL = +750 MM
420 2580
2580
420 2580
F
CAR PARKING FFL = -2950 MM SSL = -3000 MM
PB28
F
B28
3050
3988
3730 2400
2082
F
D1 RETAIL OUTLET FFL = +800 MM SSL = +750 MM
1000
2580
B28
BASEMENT
F
B28
2580
D7 4000
D7
B28
4200
B28
1550
1968
D7
1032
3600
MMRCA OFFICE FFL = +9200 MM SSL = +9150 MM
B28
1995 1000
B28
MMRCA OFFICE FFL = +9200 MM SSL = +9150 MM
950
D7
600
1650 3850 2163
800
1395 420
B28
CAR PARKING FFL = -2950 MM SSL = -3000 MM
PB26
THIRD FLOOR LEVEL SSL = +13.35 M
D7
1968 1995
D7
D7
2580
MMRCA OFFICE FFL = +13400 MM SSL = +13350 MM
B28
1082
3600
3850 1000 1163
B28
B28
D7
600
1650
1163 2163 800
1395
B28
TERRACE PLANTERS
3730
3950 2032
D7
D7
PARAPET WALL FOR TERRACE
1280
1918 1968 1995
1000
1082
3600
3850 2163 800
1395
B28
B28
D7
B28
D7
SHEAR WALL FOR LIFT
D7
600
1650
1163
WAFFLE SLAB RCC BEAM 300 X 600 MM
B28
950
1000
B28
B28
D7
1082
1995
2163 800
1395
3550
3925
D7
LIFT CAR, MITSUBISHI ELECTRIC PASSENGER ELEVATOR
TERRACE FLOOR LEVEL SSL = +17.55 M
1500
B28 1750
B28
600
1612
TERRACE PARAPET LEVEL SSL = +19.05 M
CAR PARKING FFL = -2950 MM SSL = -3000 MM
PB30
CAR PARKING FFL = -2950 MM SSL = -3000 MM
PB31
KEY PLAN PROJECT NAME:
BASEMENT LEVEL SSL = -3.0 M
PB32
MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
SECTION 01
A-301
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP SECTION 02 SCALE 1:150 02
D
B H
K
P
T
U
V
ROLL NO.
55
600
500
22
21 20 19
18
17
16
15
DOUBLE SHUTTER TIMBER DOOR WITH GLASS PANELS 1200 MM WIDE 60MM Ø HANDRAIL STAINLESS STEEL HOLLOW CIRCULAR SECTION
1500
1350 1173
950
950 946
946
1200
PL
LV
HV
12 696
(500 x 230
541
696
D7
428
696
D7
691
696
D7
794
63
64
65
66
67
68
69
70
82
81 80
79
78
77
76
75
74
73
72
71 1538
FLOOR LANDING
3900
1500
1173
950
950
1626
PL
LV
HV
FF
946
946
1350
1200
2818
FFL = +5000 MM SSL = +4950 MM
FFL = +7100 MM SSL = +7050 MM
12
C2 (500 x 230
696
541
D7
696 D7
428
696 D7
691
696
794
DETAILED PLAN OF STAIRCASE AT +9000MM SCALE 1:25
541
46
45
44
43
FFL = +2900 MM SSL = +2850 MM 1500
950 HV
950 LV
1626 FF
696
428
696
691
696
794
C8 D7
D7 600 x 600)
D7
J DETAILED PLAN OF STAIRCASE AT +4750MM SCALE 1:25
500
1338
D4
DOUBLE SHUTTER TIMBER DOOR WITH GLASS PANELS 1200 MM WIDE 60MM Ø HANDRAIL STAINLESS STEEL HOLLOW CIRCULAR SECTION
RCC COLUMN 230MM X 12 500MM WITH 12MM THK12 INTERNAL PLASTER C8 600 x 600)
5030
600
3900
1130
C1 (500 x 230
UP
1344
16 300MM THK BASEMENT16 RETAINING WALL 15 15 600 x 600MM RCC COLUMN SUPPORTING THE STAIRCASE AND C2 (600 x 600) WAFFLE SLAB (WITH 25MM EXTERNAL PLASTER AND 12 MM INTERNAL PLASTER)
J
W1
29
30
31 32
33
34
35
36
37
38
39
40
55
54
53
52
51 50
49
48
47
46
45
44
16 15
C2
REVISION TABLE DATE
370
REVISION
DESCRIPTION
(600 x 600)
41 42 100 43
MID LANDING FLOOR LANDING FFL = +17600 MM SSL = +17550 MM 3900
FFL = +15500 MM SSL = +15450 MM 1500
1350
850
1173 PL
950 HV
950 LV
1626 FF KEY PLAN - SCALE 1:500 PROJECT NAME:
500
MMRCA OFFICE, PRABHADEVI
12 2005
C2 (500 x 230
696
541
696
428
696
691
696
794
D7
D7
DETAILED PLAN OF STAIRCASE AT +18000MM SCALE 1:25
STAIRCASE DETAILS
A-401a
SCALE : 1:25 NORTH
SEMESTER 6
J A-401a
SHEET NUMBER:
NAME : SHRUTI NITISH YELANE
D7
G
SHEET TITLE:
C8 600 x 600)
D7 J
1488
1344
696
(500 x 230
D7
G A-401a
C2
G
150MM THK BK WALL FOR DUCTS WITH 12MM THK INTERNAL PLASTER
500
47
G
230MM THK BK WALL WITH 12MM THK INTERNAL PLASTER
MID LANDING
48
3138
61 62
100 83
2868
2005
1200
60
2780
59
3138
58
49
12
2818
1488
1344
UP 57
370
3150
1368
(500 x 230
2005
RCC COLUMN 230MM X 12 500MM WITH 12MM THK12 INTERNAL PLASTER C8 600 x 600)
164
1130
41 42
500
600
370
164
5030
3900
D4
51 50
A-401a
C1
850
850
J
1338
52
1173 PL
SCALE 1:25
W1
40
1350
DETAILED PLAN OF STAIRCASE AT +150MM
500 16 15
53
D7
G
39
3900
J A-401a
54
D7
G
38
FFL = +800 MM SSL = +750 MM
1368
2005
C2
37
FLOOR LANDING
150MM THK BK WALL FOR DUCTS WITH 12MM THK INTERNAL PLASTER
FF
36
MID LANDING
1626
500
850
55
2868
2818
2868
3900
35
2780
23
34
1538
24
33
946
25
31 32
100
946
26
1538
27
230MM THK BK WALL WITH 12MM THK INTERNAL PLASTER
30
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
2780
100
29
370
14
3150
13
3150
11 12
C2 (600 x 600)
1538
10
16 15
370
1488
09
UP
946
08
(500 x 230
946
07
1130
3138
06
600
3900
1200
05
D4
5030
C1
2818
04
2780
03
3138
01 02
1488
UP
370
3150
(500 x 230
W1
1338
1368
C1
16 300MM THK BASEMENT16 RETAINING WALL 15 15 600 x 600MM RCC COLUMN SUPPORTING THE STAIRCASE AND C2 (600 x 600) WAFFLE SLAB (WITH 25MM EXTERNAL PLASTER AND 12 MM INTERNAL PLASTER)
2868
1130
370
3900
1344
D4
5030
1338
1368
16 15
164
500
J
370
G
164
J
G
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
H
K
H
K
230MM THICK BRICK MASONRY WALL (WITH 12MM THK INTERNAL PLASTER 25MM THICK EXTERNAL NEERU FINISH PLASTER)
OHT MANHOLE 800 MM WIDE
16
4000
B28
108 107 106 105 104
1680
103 4050
100
W1
99 98 96
FLOOR LANDING FFL = +13400 MM SSL = +13350 MM
470
3600
8400
3600
102 101
95
B29
94 93
04
05
06
07
09
10
11 12
13
27
25
24
23
22
21 20 19
18
17
15
92 91
26
3805 2870
16
3900
60MM Ø HANDRAIL STAINLESS STEEL HOLLOW CIRCULAR SECTION
1 A-401
5400 1488
1325
950
PL
945
100 MM THK BBC COURSE TO ADJUST THE 1:200 SLOPE ON TERRACE LEVEL
14
800 400
1350
4400
08
2774
03
3150
01 02
950
930
MID LANDING FFL = +15500 MM SSL = +15450 MM
109
420
600
110
C2 -600 x 600
3900
1150
B37
111
UP
1360
D4
600 x 600MM RCC COLUMN SUPPORTING THE STAIRCASE AND WAFFLE SLAB (WITH 25MM EXTERNAL PLASTER AND 12 MM INTERNAL PLASTER) DOUBLE SHUTTER TIMBER DOOR WITH GLASS PANELS 1200 MM WIDE
3876
1438
825
C1 - 500 x 500
STAIRCASE MUMPTY 5200 MM FROM MID LANDING LEVEL
112
DOUBLE GLASS WINDOW 3900 MM WIDE
850 385
EXTERNAL RCC STAIRCASE 900 MM WIDE TO ACCESS OHT
STAIRCASE MUMPTY
3000
16
2820
2135
150 MM HAUNCH FOR OHT 50 MM COVER BETWEEN OHT SLAB AND STAIRCASE MUMPTY FOR OVERFLOW DRAINAGE
1780
W1
RCC OHT OVER STAIRCASE MUMPTY 2000 MM DEEP
B29
FLOOR LANDING FFL = +17600 MM SSL = +17550 MM
3850
5150
2600
OVERHEAD TANK SSL = +20925 MM
B28 3050
600
2250
1935
1935
500
LV
25 MM THICK MIDLANDING TILING
1625
HV
5 MM DEEP ANTI-SKID GROOVES ON TREADS 150 MM THICK BRICK WALL WITH 12 MM THK INTERNAL PLASTER
FF
850 270
12
12
C8 - 500 x 500 540
C7 - 500 x 500
40 MM THK STAINLESS STEEL HANDRAIL ATTACHED TO STAIRCASE USING BOLTS 150 MM THK MID-LANDING SLAB RCC BEAM 230 MM X 450 MM
700
420
700
690
700
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
500 X 500 MM RCC COLUMN SUPPORTING THE STAIRCASE
540
DETAILED PLAN OF TOILET
A-401b SCALE 1:25
H
K
1530
90 89
78 77 76
1680
75 74 1500 72
W1
1440
71 70 68
FLOOR LANDING FFL = +9200 MM SSL = +9150 MM
67 65 63
1530
62 61 60
25 300
6
25MM THICK SCREEDING BETWEEN TILING AND RCC STAIRS
15 300
10MM TOR MAIN STEEL REINFORCEMENTS
100
DOUBLE GLASS WINDOW 3900 MM WIDE
16 100
100
100
12MM THICK EXTERNAL NEERU FINISH PLASTER
10
25 MM THICK SCREEDING BETWEEN TILING AND RCC STAIRS 25 MM RISER TILERESTILE STEP-UP TILE
17
64
100 10 1010
BULL-NOSE EDGE TO PREVENT INJURIES
B29
66
100
12
12 MM THK INTERNAL PLASTER 150 MM THK BK WALL 470
3600
8400
4050
73
100 25
150
79
25MM RISER TILERESTILE STEP-UP TILE
16
125
B28
80
40
150
81
500 MM THK WAFFLE SLAB 12 MM THK CEILING FINISH 230 MM THK BK WALL
40
150
600 4000
MID LANDING FFL = +11300 MM SSL = +11250 MM
40MMØ HANDRAILSTAINLESS STEEL HOLLOW CIRCULAR SECTION 40MMØ BALUSTERS - STAINLESS STEEL HOLLOW CIRCULAR SECTIONS
150
83 82
100
B37
84
A-401c
DETAILED SECTION OF BALUSTER END DETAIL SCALE 1:25
25MM RISER TILERESTILE STEP-UP TILE
25
595
85 5552
40MMØ BALUSTERS - STAINLESS STEEL HOLLOW CIRCULAR SECTIONS
17
520
950
87 86
4050
88
48 46 45
4050
44
W1
43 42 40
FLOOR LANDING FFL = +5000 MM SSL = +4950 MM
470
3600
8400
12
1680
47
39
150 MM THK CONVENTIONAL RCC STAIRCASE
B29
38 37
A-401c
ANTI SKID GRIP SELF EMBOSSED DEPRESSIONS ON TREAD
25
300
ANCHOR FASTENERS USED TO FIX THE BASE PLATE TO TREAD 12MM THICK EXTERNAL NEERU FINISH PLASTER
DETAILED SECTION OF HANDRAIL
100 101010
6
150
49
20
100
125
50
25
100
25MM THICK SCREEDING BETWEEN TILING AND RCC STAIRS
150
51
14
12
BULL-NOSE EDGE TO PREVENT INJURIES
150
B28
52
ANTI SKID GRIP SELF EMBOSSED DEPRESSIONS ON TREAD 10MM TOR MAIN STEEL REINFORCEMENTS
212
MID LANDING FFL = +7100 MM SSL = +7050 MM
53
RCC BEAM 230 MM X 500 MM TO SUPPORT WAFFLE SLAB
16
15 300
150
4000
600
54
520
55
150
B37
56
150
57
125
58 5400
150
950
59
ANCHOR FASTENERS USED TO FIX THE BASE PLATE TO TREAD A-401d
SCALE 1:5
REVISION TABLE DATE
REVISION
DESCRIPTION
DETAILED SECTION OF TREAD SCALE 1:25
36 35 34 1580
27
MID LANDING FFL = +2900 MM SSL = +2850 MM
25 24 23 22 21
30
1680
18
26
W1
3600
16 15
470
12 11 10 09
24 23 22
B29
21
07
19
04 03
STAIRCASE FLIGHT SEEN IN ELEVATION
18
02
420
01
16
W1
15
FLOOR LANDING FFL = +800 MM SSL = +750 MM
11 10 09
B29
08
05 04 950
03
230 MM X 600 MM RCC PLINTH BEAM
PB29
DETAILED SECTION OF TOILET 01
DOUBLE GLASS WINDOW 3900 MM WIDE
01
2520
B28 DETAILED SECTION OF TOILET 02
K
230 MM THK BK WALL WITH 12 MM THK INTERNAL PLASTER
KEY PLAN - SCALE 1:500 PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
CENTRE LINE PLAN
A-001
SCALE : 1:50 NORTH
02
230 MM THK RUBBLE SOLING PB28
25MM THICK EXTERNAL NEERU FINISH PLASTER
07 06
CAR PARKING FFL = -2950 MM SSL = -3000 MM
25MM RISER TILERESTILE STEP-UP TILE 25 MM TREAD TILE - RESTILE STEP-UP TILE
14 12
2580
2580
2400
21600
270 MM DEEP DROP PANEL IN BASEMENT TO AVOID BEAMS
B28
A-401b SCALE 1:25
25MM THICK SCREEDING BETWEEN TILING AND RCC STAIRS
17
24300
1580
05
RCC BEAM 230 MM X 450 MM TO SUPPORT STAIRCASE 500 MM THK WAFFLE SLAB
20
08 06
H
MID LANDING FFL = +2900 MM SSL = +2850 MM
25
B28
14 1000
4050 3600
8400
27
17
950
B37
28 19
600
32
29
20
FLOOR LANDING FFL = +800 MM SSL = +750 MM
40MMØ HANDRAIL- STAINLESS STEEL HOLLOW CIRCULAR SECTION 40MMØ BALUSTERS - STAINLESS STEEL HOLLOW CIRCULAR SECTIONS
9780
B28
25 MM THK SCREEDING ON RCC SLAB
34 33
2820
4000
600
26
520
B37
28
35
9780
950
30 29
36
FLOOR LANDING FFL = +5000 MM SSL = +4950 MM31
25 MM THK CERAMIC TILE ON SCREEDING
31
3120
33 32
A-401b SCALE 1:15
270 MM DEEP DROP PANEL IN BASEMENT TO AVOID BEAMS
NAME : SHRUTI NITISH YELANE SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
F
1 A-402
2600
12
2430
900 25
150MM INTERNAL WALL WITH 12MM THK INTERNAL PLASTER 158
1 A-402
9MM THICK FLOOR TILING RESTILE 17MM THICK FLOOR TILING RESTILE
WASH BASIN- COUNTER TOP KOHLER SERIF SELF RIMMING LAVATORY (WHITE) 10
25MM THK SCREEDING
25
TILE DROP 9MM 200
200MM BBC ON RCC SLAB FOR SLOPING
KOHLER ESCALE MIRROR 1000MM WIDE
150MM THK RCC SLAB
150
518
5469 6324
C
200
900 2248 202
D5
5430
B
200MM BBC FOR SLOPING ON 150MM THICK RCC SLAB
PVC NAHANI TRAP(100MMØ)
FFL = +530 MM SSL = +745 MM
625
150
230 1068
976 1402
1248 D6 750
9MM THICK FLOOR TILING RESTILE GRANAMTIE COLLECTION (GREY)(300x300MM)
LOUVERED WINDOW (450MM X 600MM)
500
10
1092
1065 1302 325
450
846
370
750
DADO CLADDING
478
RCC PRECAST FINS FOR TOILET VENTILATION (100MM X 50MM)
254
1348
250 889
750
135
HEALTH FAUCET KOHLER CUFF FAUCET WITH 1.2M BRAIDED HOSE PIPE
25MM THK SCREEDING
976 1000
797 824
226
225
665 D6
135
100MM THICK BRICK WALL (15MM INTERNAL PLASTER AND 12MM THK DADO TILING
10
1591 226
1302
1302 1275
412
765
225
665 817 2643
D6
355
FFL = +530 MM SSL = +745 MM
2642
298
298
D5
W4
1248
576
RUBBLE SOLING (230MM THK)
230 F
F
C
12
11
10
150MM THICK BRICK MASONRY WALL (WITH 12MM THK INTERNAL PLASTER) TWO PIECE WALL HUNG WC KOHLER BRIVE WC
TWO PIECE WALL HUNG WC KOHLER BRIVE WC 9MM THICK FLOOR TILING RESTILE GRANAMTIE COLLECTION (GREY)(300x300MM)
F
649 1650 3850 3788
477 168
1082
477 168
600
RCC LINTEL OVER LOUVERED WINDOW 150MM X 100MM
2069
1982
KEY PLAN - SCALE 1:500
DADO CLADDING
PROJECT NAME:
800
1200
OLYMPUS STANDARD URINAL KOHLER TEND URINAL (WHITE)
375
400
1080
MMRCA OFFICE, PRABHADEVI
URINAL PARTITION JAGUAR 1810-UC CURVED SHAPED PARTITION WITH FROSTED GLASS
SHEET TITLE:
SHEET NUMBER:
CENTRE LINE PLAN
A-001
SCALE : 1:50 NORTH
NAME : SHRUTI NITISH YELANE SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE
TWO PIECE WALL HUNG WC KOHLER BRIVE WC C
GYPSUM BOARD PANELS (600x600MM) 10MM THK
RCC PATLI IN 100MM THICK WALL 100MM X 75MM 1994
2150 1503
1500
1995
2163
HEALTH FAUCET KOHLER CUFF FAUCET WITH 1.2M BRAIDED HOSE PIPE
DESCRIPTION
FALSE CEILING HANGER WIRE (1200MM LONG)
600
800
1000
2163
2163
2163 800
1395
2163 800
1395
WASH BASIN- COUNTER TOP KOHLER SERIF SELF RIMMING LAVATORY (WHITE)
REVISION
200MM BBC FOR SLOPING
DADO CLADDING RCC PATLI IN 100MM THICK WALL 100MM X 75MM
DATE
25MM THK SCREEDING
1163
1161
724 1082
1400
600
600
3850
OPERABLE LOUVERED WINDOWS(600x500MM)
4800
1500
477
EXHAUST FAN(150MMØ)
REVISION TABLE
9MM THICK FLOOR TILING RESTILE GRANAMTIE COLLECTION (300x300MM)
600
1650
1638
500
850
FALSE CEILING HANGER WIRE (1200MM LONG)
1650
1151 257
1638
1151
200MM BBC FOR SLOPING
GYPSUM BOARD PANELS (600x600MM) 10MM THK
168
477
600
168
257
1638
1151
25MM THK SCREEDING
477
600
2038
D7
11
1983
906
W4
W4
BOTTLE TRAP CERA AUXILLARIES BOTTLE TRAP
2839
470
W4
WASH BASIN- COUNTER TOP KOHLER SERIF SELF RIMMING LAVATORY (WHITE)
TWO PIECE WALL HUNG WC KOHLER BRIVE WC 930 891
BASIN FAUCET- KOHLER QUARTER TURN FAUCET GRANITE COUNTER TOP (GLOSSY FINISH)(20MM THK)
URINAL PARTITION JAGUAR 1810-UC CURVED SHAPED PARTITION WITH FROSTED GLASS
1968
122
100
530
866
D6 921 975
6595
470
135
665
D6 921 975
1248
11
199
726
505
OLYMPUS STANDARD URINAL KOHLER TEND URINAL (WHITE)
1020
FFL = +530 MM SSL = +745 MM
665
1248
60
360
680
40
150MM THICK BRICK MASONRY WALL (WITH 12MM THK INTERNAL PLASTER AND 15MM DADO CLADDING)
2510
681
1396 1078 3352
60
635
500
12
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
KOHLER ESCALE MIRROR 1000MM WIDE (40MM THICK)
630
1000
C
100
B
SIGN AND STAMP
12
11
A-403b
10
DETAILED SECTION OF TOILET 02 SCALE 1:25
ROLL NO.
55
10
15
R 150MM THK BK WALL WITH 25MM THK EXTERNAL PLASTER AND 12MM THK INTERNAL PLASTER
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
700
1222 485
1134 299178
161 40
10MM THK SUSPENSION CABLES BY PENDANT CABLE SYSTEMS ONE PIECE CABLE COUPLER
150 B28
150
3MM THK FLAT ALUMINIUM CHANNELS TO HOLD THE 10MM THK GLASS BY FINICS CONTROL SYSTEMS 25MM THK STEEL PLATE ATTACHED TO RCC LINTEL BY 100MM LONG ANCHOR FASTENERS TO SUPPORT CANOPY
2351
2415
1190
1066 92
3MM THK CIRCULAR RINGS TO FORM A RAIN CHAIN AS GUTTER ENDING INTO THE DRAIN BOARD ON PLANTER BED 150MM THK BK WALL WITH 25MM THK EXTERNAL PLASTER AND 12MM THK INTERNAL WATERPROOFING LAYER PLANTER BED LAYERS 12MM WATERPROOFING+ 4MM BITUMEN + 50MM THK DRAIN BOARD + 2MM THK GEOTEXTILE FABRIC + 300MM TH SOIL LAYER FOR PLANTS
220
50
2500
5MM THK ANGLE CLEATS TO CONNECT ALUMINIUM CHANNELS TO 25MM STEEL PLATE BY WELDING (60MM X 150MM)
124
312
2400
150
15MM THK TUBULAR STEEL ANCHOR JOINING CABLE AND SEAT BY PENDANT CABLE SYSTEMS
963
201
25MM THK METAL STRIP SUPPORTING THE SUSPENSION CABLES, ATTACHED TO 150MM THK RCCBEAM USING ANCHOR FASTENERS
200 150
B28 B12
B04
10
A-403b 10
100MM THK BBC LAYER TO OBTAIN 1:200 SLOPE FOR TERRACE
DETAILED SECTION OF CANOPY 01
15
SCALE 1:25
15
270 R
A-403b
600
620
EQ
365
EQ
467
EQ
300
EQ
2400 2400
705
96
327
377 1960
10313
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
DETAILED SECTION CANOPY 02 SCALE 1:25
600 RCC COLUMN WITH 25MM THK EXTERNAL PLASTER
600
10400
230MM THK BK WALL WITH 25MM THK EXTERNAL PLASTER AND 12MM THK INTERNAL WATERPROOFING LAYER
138
R
25MM THK METAL STRIP SUPPORTING THE SUSPENSION CABLES, ATTACHED TO 150MM THK RCCBEAM USING ANCHOR FASTENERS
365
150
2MM THK STEEL CHANNEL AS GUTTER CONNECTED TO CHAIN GUTTER
2708
377 1960
150
3MM THK FLAT ALUMINIUM CHANNELS TO HOLD THE 10MM THK GLASS BY FINICS CONTROL SYSTEMS
B28
10MM THK SUSPENSION CABLES BY PENDANT CABLE SYSTEMS ONE PIECE CABLE COUPLER AND
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
25MM THK STEEL PLATE ATTACHED TO RCC LINTEL BY 100MM LONG ANCHOR FASTENERS TO SUPPORT CANOPY
344
2500
10313
° 15
60
25
53
280
300
120
3MM THK FLAT ALUMINIUM CHANNELS TO HOLD THE 10MM THK GLASS BY FINICS CONTROL SYSTEMS
° 10MM THK ZIRCON FROSTED GLASS 2500MM LONG 12
230
DETAILS OF ALUMINUM SECTIONS
25
120
150
25MM THK STEEL PLATE ATTACHED TO RCC LINTEL BY 100MM LONG ANCHOR FASTENERS TO SUPPORT CANOPY
A-403c
DETAIL OF CONNECTION AT LINTEL SCALE 1:5
A-403c
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
CANOPY DETAILS
A-403
10MM THK SUSPENSION CABLES BY PENDANT CABLE SYSTEMS ONE PIECE CABLE COUPLER
SCALE : 1:25 NORTH
120MM LONG ANCHOR FASTENERS TO CONNECT STEEL PLATE TO BRICK WALL
NAME : SHRUTI NITISH YELANE
150MM THK RCC WAFFLE SLAB
SIGN AND STAMP
DETAIL OF CONNECTION FOR CABLE SCALE 1:5
KEY PLAN - SCALE 1:500
2MM THK ALUMINIUM CHANNEL TO COVER AND PROTECT ANCHOR FASTENERS
3MM THK CHAIN GUTTER
A-403c SCALE 1:2
25
120MM LONG ANCHOR FASTENERS TO CONNECT STEEL PLATE TO BRICK WALL
150MM THK PARAPET WALL WITH 25 MM THK EXTERNAL PLASTER AND 12MM THK WATERPROOFING LAYER
150
3MM THK FLAT ALUMINIUM CHANNELS TO HOLD THE 10MM THK GLASS 5MM THK ANGLE CLEATS TO CONNECT ALUMINIUM CHANNELS TO 25MM STEEL PLATE BY WELDING (60MM X 150MM)
DETAILED SECTION CANOPY 02 SCALE 1:25
25MM THK STEEL PLATE ATTACHED TO RCC LINTEL BY 120MM LONG ANCHOR FASTENERS 2MM THK ALUMINIUM PLATE GUTTER WELDED TO STEEL PLATE BENEATH EXTERNAL PLASTER
75
31
31
10MM THK ZIRCON FROSTED GLASS 2500MM LONG 55
112 60
3MM THK FLAT ALUMINIUM CHANNELS TO HOLD THE 10MM THK GLASS BY FINICS CONTROL SYSTEMS
230
15
112
112
31
15MM THK TUBULAR STEEL ANCHOR JOINING CABLE AND SEAT BY PENDANT CABLE SYSTEMS
12
20
112
20
31
10
10MM THK SUSPENSION CABLE ONE PIECE CABLE COUPLER BY PENDANT CABLE SYSTEMS
55
10
A-403b
230MM THK PARAPET WALL WITH 25 MM THK EXTERNAL PLASTER AND 12MM THK WATERPROOFING LAYER
SCALE 1:25
275
A-403a
DETAILED PLAN OF CANOPY
R
15
1 A-403a
100
1 A-403a
35
10
96
EQ
150
EQ
DESCRIPTION
150
10MM THK ZIRCON FROSTED GLASS
344
REVISION
467
GLASS
DATE
300
1 A-403a
SEAT JOINING THE SUSPENSION CABLE
REVISION TABLE
SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE
ROLL NO.
55
A C1
C2
D
C3
C4
A C7
F D' B B' C C'
C8
A' C9
C10
C11
C12
150
C6
E C13
C15
C14
270
C5
C17 C16
792 150
642
792 150
642
792 150
642
792 150
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
TOR 10 MM SLAB REINFORCEMENT
C18
C19 C21 C20
C22
717
WAFFLE SLAB
C23
C24
C25
EDGE BEAM DETAIL SCALE - 1:5
KEYPLAN SCALE - 1:500
C26
TOR 15 MM RIB REINFORCEMENT
B
B TOR 10 MM SLAB REINFORCEMENT
150
270
TOR 15 MM RIB REINFORCEMENT
SECTION BB' 792 150
642
792 150
642
792 150
642
150
792
792
717
717
792 150
792
642
150
642
THROUGH RIBS OF WAFFLE SLAB
792 150
642
150
600
546
SECTION BB'
246
546
246
546
246
546
A
THROUGH RIBS OF WAFFLE SLAB SCALE - 1:5
SECTION BB' THROUGH RIBS OF WAFFLE SLAB
TOR 10 MM SLAB REINFORCEMENT
150
270
TOR 15 MM RIB REINFORCEMENT
792
792
792
792
792
792
792
792
REVISION TABLE
792
DATE
150
642
150
642
150
642
150
717
150
642
150
642
150
642
150
717
150
642
REVISION
DESCRIPTION
150
SECTION AA' THROUGH RIBS OF WAFFLE SLAB SCALE - 1:5
560
560 TOR 10 MM SLAB REINFORCEMENT
150
270
TOR 10 MM SLAB REINFORCEMENT
TOR 10 MM SLAB REINFORCEMENT VOID BEING CUT AT AN ANGLE FILLED WITH CONCRETE
3000
3000
TOR 15 MM RIB REINFORCEMENT KEY PLAN - SCALE 1:500
WAFFLE SLAB BEING CUT AT AN ANGLE
600
SECTION CC' THROUGH RIBS OF WAFFLE SLAB SCALE - 1:5
DETAIL E
DETAIL E
WAFFLE BEING CUT AT AN ANGLE SCALE - 1:5
REINFORCEMENT DETAILS SCALE - 1:5
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET NUMBER:
SHEET TITLE: WAFFLE SLAB DETAILS
A-404
SCALE : 1:150 NORTH
NAME : SHRUTI NITISH YELANE SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55
DOOR SCHEDULE NAME HEIGHT
WIDTH
TYPE
WINDOW SCHEDULE
DESCRIPTION FRAME
ELEVATION
NAME HEIGHT
WIDTH
TYPE
DESCRIPTION FRAME
SHUTTER
ELEVATION
SHUTTER 3900
2850
5000
DOUBLE DOOR WITH GLASS PANELS
3MM THK 100MM WIDE ALUMINIUM FRAME
F
F
50MM GLASS PANEL 2850
D1
F
F
W1
3600
3900
SLIDING WINDOW
100MM THK ALUMINUM FRAME
W2
2065
2100
SLIDING WINDOW
75 MM THK ALUMINUM FRAME
F
3608
F
5MM THK GLASS SUPPORTED BY ALUMINUM FRAME
10000
2700
2700
DOUBLE LEAF
3MM THK 100MM WIDE ALUMINIUM FRAME
F
50 MM THK GLASS PANELON ALUMINIUM FRAME
5400
D2
F
2100
2100
F
3MM THK GLASS SUPPORTED USING ALUMINUM FRAME
GENERAL NOTES 1. All dimensions are in 'millimetres' until unless otherwise specified. 2. The drawing is not to be scaled. The written dimensions are strictly to be followed. 3. All levels are unfinished levels unless specified. 4. The contractor shall verify all on site dimensions including elevations prior to commencement of work on site. 5. The contractor shall coordinate verify the work indicated on the drawings, including but not limited to structural, mechanical, electrical, plumbing, fire protection and exterior enclosure systems. 6. All work shall conform to relevant BIS codes and shall be best practice of each trade. 7. Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of work on site. 8. All work is to be completed to the satisfaction of site engineer/ project manager and architects.
F
F
1100
3100
1100
2400
2400
DOUBLE LEAF
3MM THK 100MM WIDE ALUMINIUM FRAME
50 MM THK GLASS PANELON ALUMINIUM FRAME
30MM THK GLASS PANEL FITTED IN 50MM THK TEAKWOOD FRAME
50 MM THK ALUMINUM FRAME
15MM THK GLASS LOUVERS CONNECTED BY ALUMINUM FRAME
F
F
F
F
W4 4800
600
470
LOUVERED WINDOW
470 600
D3
F
50 MM THK TEAKWOOD FRAME
4800
F
FIXED GLASS PANEL
3100
W3 5400
F
1800
2400
DOUBLE LEAF
3MM THK 75MM WIDE ALUMINIUM FRAME
35 MM THK GLASS PANELON ALUMINIUM FRAME
4800
D4
LEGENDS FOR WALL THICKNESS 230MM THK BK WALL 150MM THK BK WALL 100MM THK BK WALL
3600
REVISION TABLE
2200
1000
D6
2100
750
SINGLE LEAF
SINGLE LEAF
50 MM THK
WOOD DOUBLE PANELED
3MM THK 100MM WIDE ALUMINIUM FRAME
50 MM WIDE ALUMINIUM FRAME SINGLE PANELED FLUSHED DOOR WITH VENEER FINISH AND MELAMINE POLISH
DATE
REVISION
DESCRIPTION
2100
D5
D7
2100
620
SINGLE LEAF
3MM THK 100MM WIDE ALUMINIUM FRAME
50 MM WIDE ALUMINIUM FRAME SINGLE PANELED FLUSHED DOOR WITH VENEER FINISH AND MELAMINE POLISH
2160
750
KEY PLAN 1382
PROJECT NAME: MMRCA OFFICE, PRABHADEVI SHEET TITLE:
SHEET NUMBER:
SCHEDULE
A-501
SCALE : NORTH
NAME : SHRUTI NITISH YELANE SEMESTER 6
13-05-2021
ACADEMY OF ARCHITECTURE SIGN AND STAMP
ROLL NO.
55