SETTING OUT PLAN GENERAL NOTES: (1) (2) (3) (4)
COMPOUND WALL ELEVATION@1:200
(5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
COMPOUND WALL ELEVATION@1:10
E ROAD
6M WID
COMPOUND WALL PLAN @ 1:10
UR FO
R LE E HE
W
W 6M
R
IDE
H
D
ROA
OW W T
LE EE
A
RE A ING K AR
P
D
E ID
6M
A RO
6M WIDE ROA
ER
D
L EE
W
R OU
WH
F R
6M E WID
O TW
E EL E H
W
D
ROA
A
PE A C
E AR
S
D AN
AP E
AR
EA
6M WIDE ROAD
L
C7
45
23
ICE
V SER
0
LA
N
D
SC
0X
Y
TR EN
MAN
4M
W ID
E
R
O
AD
H WATC CABIN
E
4M
AD O R
NTRY E N I MA
C7 450X230
ID W
NAME :
EM G ER
START COLUMN FACE @1:5
KHAN MUSKAN YUSUF
PROJET: HOSPITAL `
CY EN
1726 - A
SEM : VI
Y TR EN
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
BRICK PIER 450MM X450MM 3000 C/C AT ALL THE SIDES @1:10
DATE : 29 N0V 19 ` NORTH :
M`
L`
J`
K`
G`
H`
F`
E`
C`
D`
B`
+115
C1,C2
+1515
C7,C8
+1695
C9,C10,C11
+5767
C19,C20,C21,S4,C22
+7803
S3
+9486
C18,C19,C20,C21,C22, C23,C24
+10672
S2
+10463
C41
+14442
SC2
+15458
C45,C46,C47,S5,C48C49
+19643
C55,C56,57
+19823
C61,C62,C63,C64,C65
+21300
C73,C74
N`
GROUND FLOOR PLAN GENERAL NOTES:
A`
C75 450X450 DUCT
8`
C77 450X450 DUCT
13`
21`
22`
+50900
C42
C25,C54
+49652
+44963
S16
20`
19`
18`
+44830
C16,C40,C53,C72
+42926
S15
S14
+40883
+40486
C39,C52,C71
B`
17`
16`
15`
14`
+35872
C15,C24,C38,C51,C70
+33137
C6
+29442
C5
+26880
C14,C37,C60
+24548
C4
C78
+24271
12`
11`
10`
9`
C76 450X450
+20904
C3
C77
+20588
+18523
C13,C36,C59
C76
7`
6`
2`
+15067
+11379
C75
+10360
C12,C35,C58
S12
S11
+6688
+4632
C34,S10,C69
+8727
5`
C`
(5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
23`
C78 450X450
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
C75,C76,C77,C78 +21300
6 ,C
25 +2
43
N
67 ,C 45 8,C C1 5 22 +6
4`
3`
7,C
+21300
2`
1`
C1
N`
C75,C76,C77,C78
+225
C23,C33,C50,C68
(1) (2) (3) (4)
DOOR SCHEDULE
6
1`
L`
C58,C59,C60
R
+17200
+19700
C57 450X230 C68 450X230
C58,C59,C60
C58 450X230 C69 450X230
C58 450X450
+19518
C59 450X450
O.P.D 4300X3700
A
C68,C69,C70,C71,C72
O.P.D 4600X3700
O.P.D 4300X3700
30
C70 450X230
C60 450X450
C71 450X230
C72 450X230
L
+19700
M
C66,C67
M`
C68,C69,C70,C71,C72
+19518
O.P.D 4600X3700
O.P.D 3000X3700
O.P.D 3000X3700
O.P.D 3000X3700
O.P.D 3000X3700
A`
X2
50 74
C6
WAITING AREA
K
C2
C42450X230 C50 450X230
C3 1,S 8,C 64 +4 48 89
+10463
A
J
Q
16
S8
C3 2
23
0X 21
45
23
0
C2
00
24
X4
0X 21 0
50 X2 30
C17,C18
P 8 C1
0
50
C3 1
+1410
0 C7 450X450
23 0X 21
C6 450X450
DUCT
15 19
W AR AITIN EA G
` 12
,C 2
46
,C 6
13 45 0X 45
A +50900
23
C42
+49652
22
C25,C54
+44963
21
S16
+44830
20 C16,C40,C53,C72
+42926
19
S15
+40883
18
S14
+40486
17 C39,C52,C71
+35872
16 C15,C24,C38,C51,C70
C6
15
+33137
+29442
14
C5
+26880
13 C14,C37,C60
C4
12
+24548
11
C78
+20904
C3
+20588
C77
+18523
C13,C36,C59
+15067
C76
+11379
C75
+10360
C12,C35,C58
+8727
S12
S11
+4632
C34,S10,C69
+6688
+49563 +49438
10
PART C
@
B T R A P
N A L
P R
O O L F D 100 N U 1: O @ GR
45 0X 23
0
0
C1
12 C2 +3 16 83
45 0X
C9 ,C
23 0
1
S1
23 0
28 ,C 55 +2 58 35
X2
X4
30 0
+2
C7 4
40
70
0X
21
00
9
S2 23 0
C4 74 50 X2 30
3`
35
STO 50 RAG 00 X3 E RO 40 OM 0
45 0X 23 0
10 0
+6 41 0
6,C
C2 C9
11
C6 24 50 X2 30 20
CT DU
Y RD
NU 54 RSIN 00 G X6 R 30 OO 0 M
,C
LO BB
AD 50 MIN 00 X6 OFFI 30 0 CE
H.O 59 .D R 00 X6 OOM 30 0
41 C6 2
4` C7
9
8
6
C6 34 50 X2 30
C4 8
29
,C 5
10
12
0,C
DU CT
04
C1
EM 93 ERG 00 X7 ENCY 60 WA 0
+1
CO MM O 00 TOIL N X6 ET 10 0
` 10 9` CT DU
8`
7` 6` 5`
65 9
45 0X 45 0
C31,S8,C64
SC 1
18
+44889
06
S7
+1 3
48
C2 8
17
+42883
S1
+1
S6
30
+40825
X2
16
END FACE
50
+39796
34
15
4 4 45 50 0 X4 X4 50 50
+39569
C7
48 ,C +1 63 50 16
14
C1 C 0
C11,C30,C57
C8 ,C
66
45 0X 45 0
+115
0
,C
C5 5 45 0X 23 0
25
C7 4
C3,C4,C5,C6
0 1 : 1
43
07
+2
75
C7 3
91
0X 45
7,C
+1
45
C1
20
C2 9
0
C1
+2
7
1
11
`
4
53
6
5
67
C7
C6 230X450
DUCT
B
,C 45 8,C C1 5 22 +6
5
C9 ,C 28 ,C 55 07 0
28
2
4
3
2
+225 +180
5 +1 1
C1 7,C
18
45 0X 45 0
CC15 4 1504X4 5500 X4 50
+2 4
+2
C22,C32,C49,C65 C14,C24,C41,C54
1
0
C2 +2 58 3
C5 230X450
C
C23,C33,C50,C68 C15,C25,C42,C57
13
C5 6
CC232 04540X 54050 X4 5
P
STA 90 FF R 00 X6 OOM 90 0
83
`
16
29 ,C 56
C4 230X450
DUCT
+24271
A`
C1 0,C
C15,C16 +1410
C3 230X450
+3
27 ,C
+1590
230
+115
C12,C13,C14
00
50X 74 C1
C3,C4,C5,C6
C2 1,C
+5690
O.P.D 4600X4000
30 X2
B`
C15,C16
O.P.D 4200X4000
B
C`
+1590
S6
450
O.P.D 4200X4000
O.P.D 4000X4000
+115
S13
45
0X 23
C12,C13,C14
+5955
C25 R225
S13 230X4300
C
23
C23,C24,C25
C24 450X230
C23 450X230
S5
50
+6913
E
0X
` 14 `
S7
C5
74
FINISHERS
SC3
15
+5690
C40 450X230
C39 450X230
C38 450X230
C37 450X450
C36 450X450
C33,C34,C35,C36,C37, C38,C39,C40
+9480
0
5
FA CE
+3 97 96 C1 1,C 30 ,C +3 57 95 69
D`
S13
CC563 44540X 52030 X2 3
23 0X 43 00
+5955
C35 450X450
`
E`
EN D
82
C4
C42
+10463
C34 450X230
C33 450X230
S14 230 X2100
+4 0
30
C4 3,C 44 +1 13 80
S6
+6913 C23,C24,C25
3
17 `
F`
SC3
88
B LO
+1 72 00
S7 +4 2
C42 R225
X2
50 34
C6 6,C
18
+9480
+11380
BY
CC441 4 9 540X 52030 X2 30
67
`
C33,C34,C35,C36,C37, C38,C39,C40
Q
45 0X 23 0
F
C42
C4
C43,C44
G
C6 5
S4
LOBBY
30
X2
50 44
WINDOW SCHEDULE
+14218
H
19 `
+14218
C6
65
D
38
+15402
C54 R25
S16 230 X2100
94
64
C53 450X230
C52 450X230
S15 230 X2100
J`
+4
49 ,C
C51 450X230
30
2 50X
S12 230 X2100
32 ,C
S11 230 X2100
2,C
S10 230 X2100
+15402
S4
C50,C51,C52,C53,C54
S9 230X4300
K`
C50,C51,C52,C53,C54
S3
23
C1
+2 28 53 C8 5
S4
C1 9
,C +1 45 46 0
8
0X
21
00
45 0X 23 0
23
C6 1
0X
23
C
C1 27 94 4 50 5 X2 0X 30 2
C4 1
C4 6
C7 3
30
+1
91 07
45 0X 23 0
7
2`
+2 25
0
C8 ,C
5
C2 64 50 X2 30
C4
N
5R 22
S1 +1 48 06
SC 1 +1 36 59
5
C2 04 50 X2 30
NAME :
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` C7
L C4 1
R2 2
45 0X 23
C2
1,C 27
0
,C 47 ,C +1 62 04 12
J
C1
,S5
,C
48
C4
9
5
SCALE: 1:100
3
54 58
47
H
G 42
C7 ,C 20 ,C
44
F 63
26 ,C 46
10
2
21
,S4
+7 8
,C
03
22
D
67
C1
+5 7
A
11
C4 1
ST A RT
+1
,C C1
15
2
15
,C 8
69
5
+2 25
C7
+1
10 ,C
+1
1
B
C9 ,C
C1
9,C
20
,C
C
FA C
E
9,C
46 0
45
DATE : 29 N0V 19 `
,C 61
SIGN :
E
S3
+1 06 C1 72 C2 8,C1 3,C 9,C 20 24 ,C 21 ,C 22 , +9 48 6
S2
C4
+6 4
04 +1
1
+1
SC 2
+1
,C 46 5,C C4
SEM : VI
ASMITA COLL OF ARC 9R 22
+1 5
+1
1726 - A
5
43
K 96
56 ,57 C5 5,C
C6 1
,C
62
,C
63 ,C 64 +1 ,C 98 65 23
0 30
C7
+2 1
3,C
74
4
M
PA RT A
48 ,C 63 +1 50 16
6
1`
CC213 14540X 52030 X2 30
NORTH :
M`
L`
G`
H`
F`
E`
C`
D`
B`
+115
C1,C2
+1515
C7,C8
+1695
C9,C10,C11
+5767
C19,C20,C21,S4,C22
S3
+7803
+9486
C18,C19,C20,C21,C22, C23,C24
S2
+10672
C41
J`
K`
+10463
SC2
+14442
+15458
C45,C46,C47,S5,C48C49
+19643
C55,C56,57
+19823
C61,C62,C63,C64,C65
+21300
C73,C74
N`
CENTER LINE PLAN GENERAL NOTES:
A`
67 ,C 45 8 ,C C1 5 22 +6
9`
13`
21`
22`
+50900
C42
+49652
C25,C54
+44963
S16
20`
19`
18`
+44830
C16,C40,C53,C72
+42926
S15
+40883
S14
+40486
C39,C52,C71
17`
16`
15`
14`
+35872
C15,C24,C38,C51,C70
C6
+33137
+29442
C5
+26880
C14,C37,C60
C4
12`
11`
10`
+24548
+24271
C78
+20904
C3
+20588
C77
+18523
C13,C36,C59
C76
C75
+11379
+10360
C12,C35,C58
S12
+8727
+6688
S11
+4632
C34,S10,C69
+15067
8`
23`
C77 450X450
C78 450X450
N
C76 450X450
R
+17200
C58,C59,C60
C69 450X230
C70 450X230 C58 450X450
C59 450X450
C71 450X230
C72 450X230
C60 450X450
+19518
230 50X
74
C6
K C50 450X230
J`
64
,C
43
8
SIZE
COLUMN
SIZE
S4 +14218
C1
230 X 450
C2
230 X 450
C18
230 X 450
C7
230 X 450
C43
230 X 450
C8
450 X 450
C44
230 X 450
C9
450 X 450
C66
230 X 450
C10
R225
C67
230 X 450
C11
230 X 450
C19
230 X 450
S4
230 X 2100
C20
230 X 450
C21
230 X 450
230 X 450
C17
PART C:
S3
230 X 2100
C22
230 X 450
C26
230 X 450
C27
450 X 450
C28
450 X 450
C29
450X 450
C30
230 X 450
C31
230 X 450
C3
230 X 450
S2
230 X 2100
C4
R225
C5
230 X 450 230 X 450
C6
230 X 450
230 50X
C43,C44
44
C6 5
S7 83
C
+3 9
C12
450 X 450
C41
R225
C13
450 X 450
C45
230 X 450
C14
450 X 450
C46
230 X 450
C15
230 X 450
C47
230 X 450
C16
230 X 450
C48
230 X 450
C23
230 X 4300
C49
230 X 450
C24
230 X 450
C55
230 X 450
C25
230 X 450
S13
C56
230 X 450
C33
R225
+5690
C57
450 X 450
C34
230 X 450
C61
450 X 450
C35
230 X 450
C62
450 X 450
C36
230 X 450
C63
230 X 450
C37
450 X 450
C64
230 X 450
C38
450 X 450
C65
230 X 450
C39
450 X 450
C73
230 X 450
C40
230 X 450
C74
230 X 450
C42
230 X 450
F
15 `
S8
23 0
50
X2
30
+6913 C23,C24,C25
C25 R225
S13 230X4300
C2 24 50 X2 30
00
+5955
C24 450X230
C23 450X230 X2 1
C17,C18
P
SC2
+115
S5
` +1590
0X 21
230
C1
C3
S6
23
50X
84
00
14
50 X2 30
+1410
B C3 230X450
12
`
C2 9
11
53
45
0X
45
0
` 10
C5 54 50 X4 50
9`
45 0X 23 0
04
50
8`
13
7`
6`
+44889
5`
+50900
23
C42
+49652
22
C25,C54
+44963
21
S16
+44830
20 C16,C40,C53,C72
+42926
19
S15
+40883
18
S14
+40486
C39,C52,C71
+35872
+33137
C6
+29442
C5
+26880
C14,C37,C60
+24548
+24271
C78
+20904
C3
C77
+20588
+18523
C13,C36,C59
C76
+15067
+11379
C75
+10360
17
C58
230 X 450
C59
230 X 450
C60
R225
C68
450 X 450
C69
450 X 450
C70
230 X 450
C71
230 X 450
C75
230 X 450
C76
230 X 450
C77
230 X 450
C78
450 X 450
PA
P E N I L 00 R 1 : E 1 T @ N E
N A L
C
0X 23 0
12
C4 84 50 X2 30
4`
B T R
18
C31,S8,C64
45
0X 45 0
56
S7
45
29 ,C
+42883
C2 C9
0,C
S6
+40825
+39796
C1
C6 34 50 X2 30
C2 1,C 27 ,C 41 +1 C6 04 2 12
END FACE
9
C11,C30,C57
C2 84 50 X4 50
SC 1
65
17
50
+39569
+1 3
16
X4
C7 34 50 X2 30
80 6
15
14
C1
7
S1 +1 4
16
230 X 450
66
C7 4
3
C8 ,C 48 ,C +1 63 50 16
15
C54
,C
10
14
230 X 450
43
25
+2
+1 9
C7
13
C53
7,C
07 5
12
R225
C1
+2 2
C12,C35,C58
1
C1
11
PART C
67
`
5
55
0
C7 4
28
,C
+2
07
10
45
22
+6
+2 4
28 ,C
9
8
450 X 450
C52
SC4
8,C
C9 ,C
7
C50
C3,C4,C5,C6
C1
+2 58 35
6
5
C15,C24,C38,C51,C70
C2
2
S12
C1 14 50 X4 50
4
3
+8727
7,C
0
2
+6688
C23,C33,C50,C68
45
C1
0X
15
45
50
+1
C5 6
1
X4
18
13
`
50
P
04
S11
C3
+4632
3
C6 230X450
56
C34,S10,C69
29 ,C
C5 230X450
+115
+49438
68
C4 230X450
19 C22,C32,C49,C65
+3 1
0,C
+225
C1
A
450
C4
A`
+115
C15,C16 +1410
30 X2
7 C1
C3,C4,C5,C6
C12,C13,C14
+1590
0X 21 00
B`
C15,C16
23
C
14
C5 74 50 X4 50
C`
C12,C13,C14
S7
SIZE
230 X 4300
E
CE
79 6 C1 1 ,C 30 ,C +3 57 95 69
D`
S13
FA
5
24
23 0X 43 00
+5955
82
C3
COLUMN
S5
SC3
30
16 `
E`
EN D
C33,C34,C35,C36,C37, C38,C39,C40 +9480
C40 450X230
C39 450X230
C38 450X230
C37 450X450
C36 450X450
X2
C4 3,C 44 +1 13 80
+4 0
+5690
50
`
+6913 C23,C24,C25
44
17
F`
S6
4 43
C35 450X450
C6 SC3
C34 450X230
C33 450X230
230 50X
Q
28
C32
C4 94 50 X2 30
C6 6,C 67 +1 72 00
18 `
+9480
C42 +10463
G
89
C33,C34,C35,C36,C37, C38,C39,C40
+4
C42 R225
D
48
A
,C 64
S16 230 X2100
+4
+11380
S15 230 X2100
+10463
Q
45 0X 23 0
S14 230 X2100
C3 1,S 8
C42
C4
H
19
`
+14218
C6
65
+15402
C54 R25
J
49
C53 450X230
C52 450X230
S12 230 X2100
,C
+4 9
C51 450X230
230 50X
S11 230 X2100
32
S10 230 X2100
K`
C2 2,C
+15402
S4
C50,C51,C52,C53,C54
S9 230X4300
COLUMN
C68,C69,C70,C71,C72
+19700
C68 450X230
PART B:
C75,C76,C77,C78
L
1`
M
C66,C67
+19518
C50,C51,C52,C53,C54
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
PART A: C75 450X450
+21300
L`
C58,C59,C60
7`
6`
(11) (12) (13) (14)
66
25
+2
+19700
5`
2`
M`
C68,C69,C70,C71,C72
4`
3`
(5) (6) (7) (8) (9) (10)
,C 43
+21300
2`
1`
7,C C1
N`
C75,C76,C77,C78
+225
C23,C33,C50,C68
(1) (2) (3) (4)
C2
20
C1
,C 26 ,C
61
S1
21 0X 23
C7 4 +2 40 70
9 00 0X 21 23
C1
S3
C8
S4
C1 9,C +1 4 5 46 0
50 X2
C2 74 50 X2 30
C4 1
30 C7 3 +1 91 07
C4 64 50 X2 30
7
2`
+2 25
8
0X
21
00
45 0X 23 0
+2 28 53
23
C6 1
83
28 ,C 55 +2 58 35
23 0X 43 00
S2
3`
C4 74 50 X2 30
16
C9 ,C
46 ,C
00
+6 41 0
45 0X 23 0
10
C7 ,C
C6 24 50 X2 30
11
+3
C8 ,C
C4
N
5R 22
SC 1 +1 36 59
5
C2 0
NAME :
KHAN MUSKAN YUSUF
PROJET: HOSPITAL `
C7
,C
65
L
3
C4
82
1R 22
45
C2 1
0X 23 0
48 47 ,S5
,C
C1
9R 22
5
SCALE: 1:100
3
8 54 5
G 42 44
41
3
22
3
C1 9
76
7
C
+5
46
,C 1
1
A
C4
STA RT
15 +1
C1
,C 2
15
C7
+1 5
,C 8
95
+2
+1 6
10
+1
1
B
,C
C1 9,C
20 ,C
21 ,S
2
4,C
80 +7
S3
D
C9
06 C1 72 C2 8,C1 3,C 9,C 20 24 ,C 21 ,C 22 , +9 48 6
S2
26 ,C
0
46 ,C 6
FA CE
25
1
,C 45
0
DATE : 29 N0V 19 `
1
SIGN :
E
+1
1 C4
0,C
+6
46 +1 0
SC
2
C7 ,C 2
F
+1
SEM : VI
ASMITA COLL OF ARC
H +1
46 ,C 5,C C4
1726 - A
5
J
C4 9
96
,C 27
,C 47 ,C +1 62 04 12
43
,57
K
+1
56 C5 5,C
,C 1,C 62 C6
+1 9
63
,C 64
+2 13 00
C7 3,C
74
4
M
45 0X 23 0
48 06
RT
30
+1
PA
5
S1
C2 64 50 X2
A
48 ,C 63 +1 50 16
6
1`
C2 14 50 X2 30
NORTH :
M`
L`
G`
H`
F`
E`
C`
D`
B`
+115
C1,C2
+1515
C7,C8
+1695
C9,C10,C11
+5767
C19,C20,C21,S4,C22
S3
+7803
+9486
C18,C19,C20,C21,C22, C23,C24
S2
+10672
C41
J`
K`
+10463
SC2
+14442
+15458
C45,C46,C47,S5,C48C49
+19643
C55,C56,57
+19823
C61,C62,C63,C64,C65
+21300
C73,C74
N`
FOUNDATION PLAN GENERAL NOTES:
A`
67 ,C 45 8,C C1 5 22 +6
2`
1`
4`
3`
5`
7`
6`
8`
9`
13`
22`
21`
(5) (6) (7) (8) (9) (10)
+50900
C42
+49652
C25,C54
+44963
S16
20`
19`
18`
+44830
C16,C40,C53,C72
+42926
S15
+40883
S14
+40486
C39,C52,C71
17`
16`
15`
14`
+35872
C15,C24,C38,C51,C70
C6
+33137
+29442
C5
+26880
C14,C37,C60
12`
11`
10`
+24548
C4
+24271
C78
+20904
C3
+20588
C77
+18523
C13,C36,C59
C76
+15067
C75
+11379
+10360
C12,C35,C58
S12
+8727
+6688
S11
+4632
C34,S10,C69
+225
C23,C33,C50,C68
(1) (2) (3) (4)
(11) (12) (13) (14)
23`
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
SCHEDULE OF PLINTH BEAM N
C75,C76,C77,C78
C68 450X230
M
+19700 C58,C59,C60
C69 450X230
PB134
C68,C69,C70,C71,C72
PB135
PB136
C58 450X450
+19518
PB137
C59 450X450
C70 450X230
PB138
C60 450X450
C71 450X230
PB139
C72 450X230
PB140
L
1`
+17200
PB 146
C66,C67
R
PB 145
+21300
L`
C58,C59,C60
PLINTH BEAM
C78 450X450
PB149
PB 144
+19700
C77 450X450
C76 450X450 PB148
M`
C68,C69,C70,C71,C72
C75 450X450
PB 143
+21300
2`
66 ,C 43 7,C C1 25 +2
N`
C75,C76,C77,C78
+19518
3
PB 123
PB 122
PB 121
PB 120
PB 119
PB 117
230 50X
74
C6
PB 118
13
PB
PB103 2 13 PB
PB106
PB107
C50,C51,C52,C53,C54
K
PB105
C50 450X230
C51 450X230
C53 450X230
C52 450X230
+15402
C54 R25
+14218 PB 31
`
1
84
51
00
45
0X
45
0
` 10 9`
61
C1 0
PB
PB 47
PB 11 1
14 45
17
B T R
18
PA
8`
PB
12 6
80
PB
PB
10
11 9
21
23
C8
S4
36
50 X2 30
C7 3 +1 91 07
X2
48
7
C8
20
,C 48 ,C 63 +1 50 16
35
9 PB
45 0X 23 0
19 C7
,C
C2 1
45 0X 23 0
9 48 C4 ,S5
PB 3
,C
C1 C 119R2 R252 2
H 42
2
C7
F
44
67
C
C1
+5 7
+1 4
1
B 11
A
C4 1 +2 25
5
5 +1 1
C1 ,C
2
51
,C
8
+1
C7
STA RT
9,C
60
,C 10
+1 69 5
,C
C1 9,C
20 ,C
21 ,S4
2
,C 22
03 +7 8
S3
D
C9
67 C1 2 C2 8,C1 3,C 9,C 20 24 ,C 21 ,C 22 , +9 48 6
S2
PB 95
PB 94
PB 93
PB 92
G H
PB 61 S16 230 X2100
E
S15 230 X2100
F
PB 56
PB 60
PB 59
D
PB 31
B
PB 8
PB 7
,C 5
C 6
A +50900
23
C42
+49652
22
C25,C54
+44963
21
S16
+44830
20 C16,C40,C53,C72
+42926
19
S15
+40883
18
S14
+40486
17 C39,C52,C71
16
+35872
+33137
15
C6
+29442
14
C5
+26880
13 C14,C37,C60
+24548
C4
+24271
+20904
C3
+20588
C77
+18523
C13,C36,C59
C76
+15067
+11379
C75
+10360
C12,C35,C58
S12
+8727
+6688
S11
12
NAME :
3420 3485 3485 3900 2130 3900 2130 2600 3420 2600 2600 2600 2530 2530 3901 2130 3420 3430 3395
C1 TO C2 C1 TO C5 C2 TO C6 C3 TO C4 C4 TO C5 C5 TO C6 C3 TO C7 C4 TO C8 C5 TO C9 C6 TO C10 C7 TO C8 C8 TO C9 C9 TO C10 C8 TO C12 C9 TO C13 C10 TO C14 C11 TO C12 C12 TO C13 C13 TO C14
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` 1726 - A
SCALE: 1:100 0,C 2 0
6,C
46 ,C
SEM : VI
FA CE
45
DATE : 29 N0V 19 `
61
SIGN :
E
+1 0
1
63
C4
,C 2
+6 41
04 +1
SC
11
600 450 600 450 450 450 600 450 450 600 450 450 450 450 450 600 600 600 600 600 450 600 450 450 450 600 450 450 600 450 450 450 450 450 600 600 600 600 600 450 600 450 450 450 600 450 450 600 450 450 450 450 450 600 600 600 600 600 450 600 450 450 450 600 450 450 600 450 450 450 450 450 600 600 600 600 600 450 600 450 450 450 600 450 450 600 450 450 450 450 450 600 600 600 600 600 450 600 450 450 450 600 450 450
5
G +1
10
COL TO COL
ASMITA COLL OF ARC 3
54 58
47
9
8
230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230
HEIGHT
46
J
+1
46 ,C 5,C C4
5,C 56 C5
+1 96 43
,57
K
PB
,C 27
,C 47 ,C +1 62 04 12
4
64 ,C
23
63 ,C
98
62
PB
29
C3,C4,C5,C6
3420 3485 3485 3900 2130 3420 2600 2600 2530 2530 3901 2130 3420 3430 3395 3395 2165 2165 3420 3900 2130 3420 2600 2600 2530 2530 3901 2130 3420 3430 3395 2600 2530 2530 3901 2130 3420 3430 3395 3900 3900 2130 3420 2600 2600 2530 2530 3901 2130 3420 3430 3395 3420 3485 3485 3900 2130 3420 2600 2600 2530 2530 3901 2130 3420 3430 2600 2530 2530 3901 2130 3420 3430 3900 2130 3420 2600 2600 2530 2530 3901 2130 3420 3430 3395
BREADTH
4
C2 0
33 1 R2 R2 25 2 5
S1 +1 48 06 SC 1 +1 36 59
76
C C 4
+1
,C C6 1
5
47
L
65
74 +2 13 00
3,C
PB
0
PB
PB
M
C7
23
73
C3 7R 22 5
PB
C2 64 50 X
A
PB
6
PB
10 PB
45 0X 23 0
PB 96
1`
C2 1
77
RT
PB
PA
30
58
C4 64 50 X2 30
8
0X 21 00
+2 28 53
PB
50
2`
10
11
21 0X 23
74
N
C7 4 +2 40 70
S3
10 8
PB
,C 28 ,C 55 +2 58 35
C1
PB
C2
+2 25
C9 0
00
59 PB
78
PB 97 PB
,C +1 4 5 46 0
C4 1
P
B4 23 0X 3 43 00
X2 3
S2
23 0X
C4 74 50 X2 30
C2 +3 16 83
PB
S1
21 00
PB 12 4
3` C1 9
45 0
09
61
45 0X 23 0
12
PB 1
98 PB
C1
PB
45 0X 23 0
45 0X 45 0
PB 4
7
79
PB 3
4`
C4 84 50 X2 30
PB 1
20 ,C
C6 1
C2
22 C9
PB 12 5
PB 1
PB
46 ,C
49 PB 5
C6 34 50 X2 30
C6 24 50 X2 30
C1 0,C
PB 60
59
PB 99
6`
36
C2 1,C 27 ,C 41 +1 C6 04 2 12
+6 41 0
PB 12
7`
6
SC 1
5`
+1
80
13
C2 84 50 X4 50
S1 +1 4
N A L
P E N I L 00 R 1 : E 1 T @ N E
C31,S8,C64
+44889
S7
+42883
S6
+40825
+39796
END FACE
C11,C30,C57
PB
45 0X 23 0
16
0
+39569
C7 3
15
0X 45
PB 14 1
C8 ,C 48 ,C +1 63 50 16
+4632
66
7
,C
PB 23
PB 14 2
43
C5 54 50 X4 50
C7 44 50 X2 30
C7 3
10
C34,S10,C69
13 PB
11
`
C2 9
25
+1 9
+49438
7
12
PB 12
1
+2
5
7
PART C
67
`
5
53
,C
22
81
7,C
07
6
5
C1
+2 2
C6 230X450
45
55
C1
4
3
50
0
C7 4
28
2
X4
+6
28 ,C
C15,C16 +1410
C5 230X450
8,C
+2
07
C4 230X450
C1
+2 4
2
5
PB
+1590
PB3
C15,C24,C38,C51,C70
C2
C9 ,C
C12,C13,C14
+115
+225
C23,C33,C50,C68
5 +1 1
C1
62 PB
50
83
C22,C32,C49,C65
P 18
24
14
26 ,C
PB 58
C
PB 38
PB
0
7,C
13
PB 12 7
50
C1
+2 5
PB18
19 1
45
0X 45
PB2 C3 230X450
C3 04 50 X4 50
C5 6
PB17
PB16 PB 6
30 X2
50 74
PB
,C
PB15
PB14
PB14
31 PB
S6 230 X2100
82
C1 0 ,C 29 ,C +3 56 16 83
`
+115
PB
A`
12
8
PB
S13
9
PB
C1
C3,C4,C5,C6
C7
+115
230 50X
C78
+1410
C17 R225 C25 R225
S13 230X4300
PB 6
0X 21
PB 63
23
B`
C15,C16
S6
+5955
C24 450X230
+5690
32
+1590
F G P
C1
12
C23,C24,C25
PB45
C17,C18
00
C3 14 50 X2 30
PB44
PB 27
4
PB 25
C2 24 50 X2 30
PB
C`
C12,C13,C14
23 0X 21
PB43
PB 3
14
PB 1
PB 91
PB42
+6913
0 C23 450X230
83
SC3
PB 30
4 PB
S5
`
S7
C5 74 50 X4 50
PB 90
PB 89
PB 88
PB41
53
S14 230 X2100
PB
PB 29
0
PB 6
PB
C33,C34,C35,C36,C37, C38,C39,C40 +9480
C40 450X230
C39 450X230
PB 28
0X 23
PB 26
45
PB 57
PB 54
C4 3,C 44 +1 13 80
C3 2
0
PB72
C38 450X230
C37 450X450
C36 450X450
C42 +10463
C34 R225
75
PB 10 1 0X 21 0
23 0X 43 00
0 PB 10
23
PB71
PB70
C42 R225
PB
PB 56
PB 13 0
Q
84
33
9
PB
29
S8
15 `
57
PB 1
6
PB69
C35 450X450
PB
56
30 ,C
13
PB68
PB67
C26 450X230 450X230 C34
C
97
52
+3 9
+3 97 9
PB 1
82 5
CE
43
PB66
C33 450X230
230
X 450
PB
C1 1,C
D`
S13 +5690
17
`
+5955
FA
45 0X 23 0
PB
C6 44 50 X2 30
16 `
E`
EN D
C4 9
55
+4 0
PB74
PB
S6
+6913 C23,C24,C25
83
+11380
62
85
F`
SC3
28
PB
PB
+4
14
C6 6,C 67 +1 72 00
18 `
S7
C43,C44
Q
6
+9480
8 PB
C33,C34,C35,C36,C37, C38,C39,C40
450
5
+10463
PB 1
A
11
C3 1,S 8,C 64 +4 48 89
PB
C6 54 50 X2 30 C42
30
X2
4 C4
PB 87
19
13
PB
S4
J
S12 230 X2100
230
S11 230 X2100
6
C6
X 450
6
+14218
PB104
PB106 S9 230X4300
11
J`
,C 32 ,C 49 ,C +4 65 94 38
PB
C2 2
+15402
S4
PB102
S10 230 X2100
K`
C50,C51,C52,C53,C54
PB01 PB02 PB03 PB04 PB05 PB06 PB07 PB08 PB09 PB10 PB11 PB12 PB13 PB14 PB15 PB16 PB17 PB18 PB19 PB20 PB21 PB22 PB23 PB24 PB25 PB26 PB27 PB28 PB29 PB30 PB31 PB32 PB33 PB34 PB35 PB36 PB37 PB38 PB39 PB40 PB41 PB42 PB43 PB44 PB45 PB46 PB47 PB48 PB49 PB50 PB51 PB52 PB53 PB54 PB56 PB57 PB58 PB59 PB60 PB61 PB62 PB63 PB64 PB65 PB66 PB67 PB68 PB69 PB70 PB71 PB72 PB73 PB74 PB75 PB76 PB77 PB78 PB80 PB81 PB82 PB83 PB84 PB85 PB86 PB87 PB88 PB89 PB90 PB91 PB92 PB93 PB94 PB95 PB96 PB100 PB101 PB102 PB103 PB104 PB105 PB106 PB107 PB108 PB109
LENGTH
NORTH :
FIRST FLOOR PLAN GENERAL NOTES: (1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
B`
C`
(11) (12) (13) (14)
DUCT
DUCT C75 450X450
C68 450X230
C76 450X450
C77 450X450
DOOR SCHEDULE
C78 450X450
C69 450X230 C58 450X450
C59 450X450
C70 450X230
C60 450X450
230 50X
C72 450X230
A`
WAITING AREA
I.C.U WARD 18000X6300
74
C71 450X230
DR. ROOM 3700X3200
A C6
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
N.I.C.U WARD 3000X3700
S9 230X4300
WINDOW SCHEDULE
S12 230 X2100
S10 230 X2100
230 50X
64
C6
S11 230 X2100
C50 450X230 C51 450X230
4 44
45 0X 23 0
BY B LO
94
50
30
C34 450X230
C33 450X230
30 X2
X2
50 34
C4
50
X2
S8
23
24
50 X2 30
0X 21 00
23 0X 43 00
45
S5
X2 1
X2
C3
45
0X
14
DUCT
C3
04
DUCT C4 230X450
C5 230X450
C6 230X450
B
50 X4 50
45
0
45
CT
45 0X 45 0
DU
C2 9
45 0X 45 0
C1
04
0
P R O O FL :100 T @1 S FIR
N A L
50 X4 50
GY 75 NO W 00 X7 AR 50 D 0
DU
CT
0
30
C
W AR AITIN EA G 23
450
C3 230X450
PE D 50 IA W 00 X6 ARD 30 0
C5 5 0X
30
X2
7 C1
0X 45
45
450
50 X2 30
C1 1
C7 4
C25 R225
00
FEM 11 ALE 00 0X WA 68 00 RD
0X 21
S13 230X4300
C24 450X230
0
8 C1
23
N.I.C.U WARD 3000X3700
23
00
C5 74 50 X4 50 S6
MAJOR O.T 3600X5800
C23 450X230
0X
23 0
MINOR O.T 3600X5800
N.I.C.U WARD 4600X8200 C2 2
S7
C5 6
3000X3600
30
C3
C40 450X230
C39 450X230
C38 450X230
C37 450X450 CUT OFF LOBBY
S14 230 X2100
44
CUT OFF LOBBY 3000X3600
C36 450X450
C35 450X450
C6
FINISHERS
S16 230 X2100
C4
C42 R225
S15 230 X2100
C6 5
C54 R25
LOBBY
230 50X
C
C53 450X230
C52 450X230
C7 34 50 X2 30
MA 12 LE W 00 0X ARD 63 00
C2
45
0X 23
0X 45 0
0
C6 24 50 X2 30
C1
X2 10 0
S1
23
23 0
0X
0X 23 0
45 0X 23 0
43
00
0X 23
45 0X 23 0
S4
C2 7
C8 50 X2 30
45
0X
23
0
C4 64 50 X2 30 C2 1
45
0X 23
C2 6
45
0X
C4
5R 22
0
NAME :
23
0
5
C7
C4
1R 22
KHAN MUSKAN YUSUF
PROJET: HOSPITAL `
C2 04 50 X2 30
45
1726 - A
0X 23 0
5
SEM : VI
ASMITA COLL OF ARC C1
9R 22
5
3
C6 1
21
00
S3
23 0
X2
10
0
S2
C4 74 50 X2 30
45
DU
C4 8
45
CT
C9
MA 89 LE W 00 X7 ARD 60 0
C6 34 50 X2 30
LO BB Y
C2 84 50 X4 50
SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
SECOND FLOOR PLAN GENERAL NOTES: (1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
B`
C`
(11) (12) (13) (14) C75 450X450
C76 450X450
C77 450X450
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
C78 450X450
DUCT
DUCT
DOOR SCHEDULE C68 450X230
C69 450X230
C70 450X230 C58 450X450
C59 450X450
C71 450X230
C72 450X230
C60 450X450
C58 450X230
30 X2
7 C6
A
NURSE ROOM 3700X 3000
450
DELUXE ROOM 4300X 3700
DELUXE ROOM 4300X 3700
DELUXE ROOM 4600X 3700
NURSE ROOM 3700X 3000
A`
WAITING AREA
C50 450X230
C51 450X230
S9 230X4300
30
NURSE ROOM 3700X 3000
DELUXE ROOM 4500X 3600
S9 230X4300
2 50X
NURSE ROOM 3700X 3000
C53 450X230
C52 450X230
C54 R25
WINDOW SCHEDULE
S12 230 X2100
S10 230 X2100
S11 230 X2100
64
C6
30
X2
4 C4
C6 54 50 X2 30
450
LOBBY C42 R225 C4 9
45
0X 23
30
3 C4
450
C34 450X230
C33 450X230
Y
X2
0
B OB
L
C40 450X230
C39 450X230
C38 450X230
C37 450X450
C36 450X450
C35 450X450
FINISHERS
0X 23
0
S8
23
S8
C24 450X230
C23 450X230 0X 21 0
C2 24 50 X2 30
0
23
0X 21
S16 230 X2100
45
S15 230 X2100
C3 2
S14 230 X2100
C6 44 50 X2 30
C25 R225
S13 230X4300
23 0X 43 00
00
S7
S6
23
0X 21 0
COMMON TIOLET 30 SQ.M
30 X2
50
84
C1
S5
C5 74 50 X4 50
COMMON TIOLET 30 SQ.M
C3 14 50 X2 30
0
TWIN SHARING 3900X4000
TWIN SHARING 4000X 4000
TWIN SHARING 4500X 4000
TWIN SHARING 4500X 4000
23
0X
21
00
230 50X
74
C1
C3 230X450
45
0X 45
DUCT
C3 04 50 X4 50
MA 11 LE D 00 0X OM 69 00
C5 6
C4 230X450
C
C5 230X450
C6 230X450
DUCT
B
0
C1
14
50
X4
50
N A L
P R
DU
C5 54 50 X4 50
45 0X 45 0
CT
W AR AITIN EA G
C7 44 50 X2 30
C2 9
C1 0
45
R.M 37 .O 00 X3 0
00
DU
CT
0
C7 34 50 X2 30
FE M 12 AL 00 E D 0X 64 OM 00
R.M 32 .O 00 X3 00 0
C2 84 50 X4 50
BB Y
R.M 37 .O 00 X3 00
0
C2
LO
C6 34 50 X2 30
S
0X 45
O O FL 0 D :10 N O @1 C E
45 0X 45 0
45 0X 23 0
0
DU
CT
C4 84 50 X2 30
C9
S1
21 00
C4 74 50 X2 30
23
0X 43
S2
23
0X
00
45 0X 23
0
23 0
X2
10 0
C6 14 50 X2 30
C1
R.M 32 .O 00 X3 00 0
R.M 32 .O 00 X3 00
C6 24 50 X2 30
10
0
S3
C8
S4
23 0
X2
C2 74 50 X2 30
50 X2 30
C4 64 50 X2 30 C2
14
50
C1 3
45 0
X2
30
X2 30
C2 64 50 X2 30
C4 5R 22 5
C2 0
NAME :
45 0X 23 0 C7
C4
1R 22
45 0X 23 0
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` 1726 - A
5
C1
9R 22
5
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
THIRD FLOOR PLAN GENERAL NOTES: (1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
B`
C`
(11) (12) (13) (14)
DUCT
DUCT C75 450X450
C68 450X230
C76 450X450
C77 450X450
C78 450X450
DOOR SCHEDULE
C69 450X230
C70 450X230 C58 450X450
A
C59 450X450
LAB 4300X 3700
30 X2
LAB 4300X 3700
C71 450X230
C72 450X230
C60 450X450
LAB 4600X 3700
A`
LAB 4500X 3700
450
7 C6
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
KITCHEN 5700X 3000
RESTRUANT 5700X 9000
WAITING AREA S9 230X4300
S12 230 X2100
S10 230 X2100
64
C6
C51 450X230
C53 450X230
C52 450X230
C54 R25
WINDOW SCHEDULE
S12 230 X2100
S11 230 X2100
C50 450X230 230 50X
S11 230 X2100
S9 230X4300
230
50X
44
C6
C4
54
50
X2
LOBBY
30
C4 54
BY B LO
C42 R225
50 X2
C4 30 94 50 X2 30 C4
C34 450X230
C33 450X230
30
X2
50 34
C35 450X450
C40 450X230
C39 450X230
C38 450X230
C37 450X450
C36 450X450
FINISHERS
C3
24
50
S8
23 0X 43 00 S5
23 0X 43 00
S5
C5 7
45
C24 450X230
C23 450X230 21
S13 230X4300
COMMON TIOLET 30 SQ.M
C2 24 50 X2 30
00
E.C.G 4000X 4000
E.C.G 4000X 4000
E.C.G 4500X 4000
C25 R225
E.C.G 4700X 4000
23 0
X2 10 0 S7 23 0X 21
0X 45
30
23
0X
S7
X2
S16 230 X2100
30
S15 230 X2100
X2
S15 230 X2100
50
S14 230 X2100
44
S14 230 X2100
C6
84 C1
00
0
230 50X
C3
14
50
S6
23
0X 21 0
X2
30
W1 0
30
X2
7 C1
450
C3 230X450
C4 230X450
C5 230X450
DUCT
C6 230X450
B
RA
Y
C
DUCT
C3
04
X
50
C5 6
X4
50
45 0X 45 0
0X
0
N A L
T
LO BB
PH TH YSIO 70 EARP 00 X5 HY 00 0
CT
C1
04
50
X4
50
UL 70 TAR 50 SO X6 00 UND 0
DU
45
Y
C5 54 50 X4 50
C7 44 50 X2 30
45
P R O O 00 L F :1 D 1 R I @ H
CT
C2 9
45 0X 45 0
DU
W AR AITIN EA G
C1 1
C7 34 50 X2 30
CS 63 SD 00 X7 3
00
C2 84 50 X4 50
C6 34 50 X2 30
C2 0X 45 0
MR 93 I 00 X7 60 0
C4 84 50 X2 3
45
0
C6 24 50 X2 30
S1
23 0X 21 00
X2 3
0
23
0X 43
S2
45 0
00
10
0
S3
23 0
S3
X2 1
00
23 0
X2 10
0
LA 63 UND 00 X7 RY 30 0
C1
C4 74 50 X2 30
45 0X 23 0
DU CT
C9
00 21 0X
S4
23
S4 2
30
X2
C6 14 50 X2 30 C2 7
C8 5
0X
23 0
45 0X 23 0
C4 64 50 X2 30
C2 1
C2 64
50
45 0X 23 0
X2
30
NAME : C4
5R 22
C2
04
50
5
PROJET: HOSPITAL `
X2
30
C7
C4
1R 22
KHAN MUSKAN YUSUF
45
0X 23 0
1726 - A
SEM : VI
5
ASMITA COLL OF ARC C1
9R 22
5
SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
STRUCTURAL PLAN GENERAL NOTES: (1) (2) (3) (4)
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
(5) (6) (7) (8) (9) (10)
PB134
PB102
11 4
P 3
0
P
PB41
PB 38
28 PB 1
PB
62 PB
7 PB 12
45
0 PB
13
0X
C7 4
C5 54 50 X4 50
45 0X 23 0
S
PB 23
C1 0
PB 123
PB 122
PB 95
PB 94
C35
230 X 450
C4
450 X 450
C36
230 X 450
C5
450 X 450
C55
230 X 450
C11
R225
C56
230 X 450
C12
230 X 450
C13
230 X 450
S4
230 X 2100
C14
230 X 450
C15
230 X 450
S3
230 X 2100
C18
230 X 450
C19
230 X 450
C20
450 X 450
C21
450 X 450
C22
PART C: COLUMN C6
450 X 450
C7
450 X 450
C8
450 X 450
C9
230 X 450
450X 450
C10
230 X 450
C23
230 X 450
C13
230 X 4300
C24
230 X 450
C15
230 X 450
S2
230 X 2100
C16
230 X 450
C33
R225
C17
R225
C24
230 X 450
C25
230 X 450
C26
230 X 450
C27
450 X 450
C28
450 X 450
C29
450 X 450
C30
230 X 450
C31
230 X 450
C32
450 X 450
C34
R225
PB 61 S16 230 X2100
PB 60
S15 230 X2100
S5
230 X 4300
C37
R225
C38
230 X 450
C39
230 X 450
C40
230 X 450
C41
230 X 450
C47
230 X 450
C48
230 X 450
C49
230 X 450
C50
450 X 450
C51
450 X 450
C52
450 X 450
PB 30
PB 29
PB 8
C53
230 X 450
C54
230 X 450
SC4
PB3
B2
C4 230X450
C5 230X450
B3
L A R 0 U T :10 C U @1 R T
SIZE
C6 230X450
C42
230 X 450
C43
230 X 450
C44
230 X 450
C45
230 X 450
C46
R225
C57
450 X 450
C58
450 X 450
C59
230 X 450
C60
230 X 450
C61
230 X 450
C62
230 X 450
C63
230 X 450
C64
450 X 450
N A L
P
0X 45
61
0
PB
PB 11 1
PB
C7 34 50 X2 30
45
14 2
47
PB
230 X 450
C1 14 50 X4 50
24
81
45
C12
230 X 450
50 PB
C2 9
230 X 450
C3
0
0
PB
C2
45
45
0X 45
PB18
31 PB
PB 7
C1
PB17
PB16 PB 6
PB 63
74
230 50X
PB15
PB14 PB 6
32
C5 6
230 X 450
9
PB
51
C3 230X450
0X
PB 93
PB 92
84
C1
PB 28
0X 23
82
45
C25 R225
2 50X
PB2
C3 0
PB45
PB 3
50 X2 30 PB
PB
C11
S13 230X4300
00
0X 21 00
PB44
PB 27
45
0
14
PB 59
PB43 PB 26
4 PB 6
23 0X 43 00 S5
12
23
230 X 450
SC2
30
33
83
PB
C2 2
C3 S6
PB 121
PB 120
PB42
0 B4
0
PB 1
PB72
S14 230 X2100
C23 450X230
53
PB 58
01 PB 1 29 PB 1
55
0X 45
0X 21
PB71
C40 450X230
SIZE
C1
2
45
23
PB70
C24 450X230
00
PB S7
0X 23 P 0B
5 PB
C5 7
45
PB
C3 2
X2 1
C37 450X450
C36 450X450
PB 57
84
11 3
23 0
PB68
C39 450X230
75 PB
5
PB
8 PB
0
S8
C35 450X450
PB67
C38 450X230
97
0X 23
PB
PB74
PB 56
45
PB66
PB 54
PB 13
C6 4
S12 230 X2100
C42 R225 C34 450X230
C33 450X230
X 450
C4
PB
C54 R25 PB107
2 B6
230
C4 94 50 X2 30
C53 450X230 PB106
COLUMN
SIZE
6
5
PB
11
30
PART B:
COLUMN
C52 450X230 PB105
PB 91
PB
X2
PB 90
44
PB 89
C4
8 PB
50
PART A:
230 50X
C6
54
C72 450X230
PB140
C51 450X230
PB 87
1
S11 230 X2100
S10 230 X2100
6
11
13
PB
C71 450X230
PB139
PB104
S9 230X4300
PB
30 X2
PB138
PB103
C50 450X230 2 13 PB
450
PB137
PB 119
PB 117
74
6 C6
C70 450X230 C60 450X450
33
230 50X
C6
C59 450X450
PB136
PB 118
1
PB
PB135
PB 146
C58 450X450
C78 450X450
PB149
PB 145
C69 450X230
PB 144
C68 450X230
C77 450X450
C76 450X450
PB148
PB 143
C75 450X450
(11) (12) (13) (14)
PB 14 1 C2 84 50 X4 50
80
PB
12 6
PB
PB 99
PB
C6 3
49 C9
PB
45 0X 23 0
PB 1
22
45 0X 45 0
C64 450X23
0
0
C63 450X23
C2
DOC ROOM 30
C62 450X2
45 0X 23 0
C46 R25
0
C61 450X45
30
C45 450X2
300 450X23 C48 C44 450X2
10
50
C60 450X4
30 450X2 0 C43 450X23 C47
0
C59 450X45
0
C58 450X23
0
00
S9 230X43
45
X2100
X2100
X2100
S16 230
X2100
0
C29 450X45
S15 230
X230
S14 230
C42450
30 C30 450X2
S12 230
X2100
0
X2100
23
S11 230
PB
0X
0
C32 450X23
30
C31 450X2
0
23
0X
6
C5
S10 230
45
B1
12
5
C4 8
PB 60
C57 450X23
00
S13 230X43
0
23
5
45
0X
23
C5
C16 450X23
0 C28 450X45
0
0
0X
C3
6
45
0
C27 450X45
0
C10 450X23
30
C25 450X2
C54
450X
230
0
C9 450X23 0
23
C41
PB
PB 98
C6 24 50 X2 30
0
C26 450X23
79
37
PB
0X
5
450X
230
45
C3
C8 450X450
C24
450X
0 C7 450X45
230 30
C15 450X2
C53
45 0X 23 0
C14
450X
230
450X
230
C1
S8 230
2
45
0X
23
0
C6 450X45
0
X210
0
S5 230X 4300
C1
C23
450X
230
S7 230
X210
0
0
23
X2
30
X2100 S6 230
C22
450X
450
C5
21 00
50
X210
0
23 0X 43 00
PB 11
10 0 X2
74
0X
1 45
C1
S6 230
23 0
PB
C4
S1
450X 450
S2
12 4
C52
C51
450X 450
450X
S3
78
C21
0X
21
23
0
23
48
C49
450X
C40
450X
230
S1 230X
0 X210
450X
S3 230
450X
C19
20
C47
450X
230
C13
96
450X
230
KEY PLAN
35
450X 230
C12
450X
PB
230
C1
450X
230
R225
X2
30 PB 47
C33
73
9
R225
50
PB
PB
04
X2
30 19
C7
NAME :
KHAN MUSKAN YUSUF
45 0X 23 0
34
PB
PB
PROJET: HOSPITAL ` 9R 22
5
3
46 C1
R225 C11
C2
PB
450X
230
C37
76
R2 25
230
450X
230
PB
50
450X
S4 230
230
C18
64
C2
0
C39
X210 0
S2 230
230
X210
10
4300
C48
PB
PB
C2 14 50 X2 30
77
C2
C4 1
450X
450
C38
PB
450X 450
C3
PB
R2 25
C20
0
230
PB
C4 5
COM MON TOIL 0X6 ET 100
450X 450
AGE
0X
PB
45 0X 23 0
450X
450
C50
0X
PASS
45
58
C4 6
C4
C8 5
23
C2 7
350
21
S4
08
AREA
00
PB 97
PB 1
450X
450
PB
SITTIN G
PB
C6 14 50 X2 30
23
0X
450
1726 - A
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
TERRACE PLAN GENERAL NOTES: (1) (2) (3) (4)
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
(5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
DUCT
DUCT
C10 450X230
MIDLANDING
LIFT MACHINE ROOM (LMR)
0
X2 3
50
04
C1
AN
MID L DIN G
LIF T RO MA OM CH (LM INE R)
LIFT MACHINE ROOM (LMR)
MIDLANDING
C10 450X230
DUCT
DUCT
N A L
P E C 00 A R 1:1 R TE @
0
C64 450X23
0
C63 450X23
DOC ROOM 0
C62 450X23
C46
0
C61 450X45
0
C45 450X23
0
C48 450X23 C44 0
C60 450X45
00 450X23 C47 C43 450X23
0
C59 450X45
0
C58 450X23
0
C57 450X23
30
C32 450X2
0
C31 450X23 0
50
C29 450X4
X2100 S16 230
X2100
S12 230
X2100
S10 230
0
C30 450X23
S15 230
X230
C42450
S11 230
X2100
X2100
X2100
S9 230X430
0X 6 45 C5
S14 230
0 23
S13 230X43
00
0
0
23
C16 450X23
0
0X
5 45 C5
C28 450X45
0 23
0X 6 45
C3
0
C27 450X45
0
0
C26 450X23
C10 450X23
0
C25 450X23
C54
450X
230 0
C9 450X23
0
23
C41
0X
450X
5 45
230
C3
C8 450X450
C24
450X
230
C7 450X450
0
C15 450X23
C53
C14
450X
230
450X
230 0
23
0X
2 45
C1
S8 230
0
C6 450X45
X210
S5 230X 4300
0
C23
450X
450X
230
S7 230
C52
X210 0
C1
450
1
45
0X
23
0
X210 0
S6 230
X2100
S6 230
C22
450X 450
C5
450X
LIF T RO MA OM CH (LM INE R)
450
C51
450X
450
C21
450X
SITTIN G
350
AREA
COM MON TOIL 0X6 ET 100
450
C4
450X
C20
450X
450
C3
C49
450X 450
450
PASS AGE
C50
450X 450
450X
230
C40
450X
230
MID
S1 230X
450X
ING
X210 0
450X
C2
S4 230
230
450X
230
0
C39
S3 230
ND
S2 230
230
X210
LA
X210 0
4300
C48
C19
450X
230
C47
450X
230 C13
450X
230
C38
450X
230
C18
450X
230
C12
450X
230
C1
450X
230
C37
KEY PLAN
R225
C33
R225 C11
NAME :
R225
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` 0
X2 3
50
04
C1
1726 - A
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
R25
ELEVATION GENERAL NOTES: (1) (2) (3) (4)
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
(5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
0
C64 450X23
0
C63 450X23
M DOC ROO 0
C62 450X23
C46 R25 0
C61 450X45
0
C45 450X23
30 0 450X23 C48 450X2 C44 50
C60 450X4
30 450X2 0 C43 450X23 C47
0
C59 450X45
0
C58 450X23
0
C57 450X23
0
C32 450X23
30
C31 450X2
00
0
S9 230X43
X2100
X2100
X2100
S16 230
X2100
0
C29 450X45
S15 230
X2100
S12 230
X2100
S11 230
S10 230
X230
C42450
0
C30 450X23
S14 230
23
0X
6 45 C5
C17
00
S13 230X43
0
0
23
0X
5 45
C5
C3
6
45
0X
23
C16 450X23
0
C28 450X45
0
0
C27 450X45 0
0 C10 450X23
C26 450X23
0
C25 450X23
C54
450X
230 0
C9 450X23 0
23
C41
450X
230
C3
5
45
0X
C8 450X450
C24
450X
0
230
C7 450X45
30
C15 450X2
C53
C14
450X
230
450X
230
0
23
0X
2
45
C1
0
C6 450X45
X210 0
S5 230X 4300
S8 230
C23
450X
230
S7 230
X210
0
23
C52
0
0X
1 45
450X
C1
450
S6 230
X210
S6 230
X2100
0
C22
450X 450
C5
450X
450
C51
450X
450
C21
450X
SITTIN G
350
AREA
COM MON TOIL 0X6 ET 100
450
C4
450X
450
C50
450X
PASS
AGE
450
C20
450X
450
C3
C49
450X
450
450X
230
C40
450X 230
S1 230X
X210 0
4300
450X
S3 230
450X
C2
0
C39
X210 0
S2 230
230
X210
C48
450X
230
S4 230
230
C19
450X
230
C47
450X
230 C13
450X
230
C38
450X
230
C18
450X
230
C12
450X
230
C1
450X
230
C37
KEY PLAN
R225
C33
R225
C11
R225
NAME :
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` 1726 - A
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
R225
SECTION GENERAL NOTES: (1) (2) (3) (4)
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONL SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIR COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTIN
(5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
SECTION BB`@1:100
SECTION CC`@1:100
C64 450X23
0
0
C63 450X23
M
DOC ROO
0
C62 450X23
0
C61 450X45
0
C45 450X23
300 450X23 C48 C44 450X2 50
C60 450X4
30 450X2 0 C43 450X23 C47
50 C59 450X4
C58 450X23
0
0
C57 450X23
0
C32 450X23
30
C31 450X2 00
0
S9 230X43
23
0X
6 45
0
50
C29 450X4
S16 230
S15 230
S14 230
X2100
X2100
X2100
C30 450X23
S12 230
S11 230
X230
S10 230
C42450
X2100
X2100
X2100
C5
00
S13 230X43
0
0
23
0X
5 45
C5
C3
6
45
0X
23
C16 450X23
0
C28 450X45
0
0 C27 450X45 0
C26 450X23
0
C25 450X23
C54
450X
230 0
C9 450X23 0
23
C41
0X
5 45
450X
230
C3
0 C8 450X45
C24
450X
0
230
C7 450X45
30
C15 450X2
C53
C14
450X
230
450X
230
C1
45
0X
23
0
0
C6 450X45
X210 0
4300
S8 230
2
S5 230X
C23
450X
230
S7 230
X210
0
0
23
C52
0X
1 45
450X
C1
450
S6 230
X210
S6 230
X2100
0
C22
450X
450
C5
450X
450
C51
450X
450
C21
450X
SITTIN
350
G ARE
A
COM MON TOIL 0X6 ET 100
450
C4
450X
450
C50
450X
PASS
AGE
450
C20
450X
450
C3
C49
450X
450X
450
230
C40
450X
230
S1 230X
0
4300
450X
X210
S3 230
450X
C2
S4 230
230
450X
230
0
C39
X210 0
S2 230
230
X210
C48
C19
C47
450X
450X 230
230 C13
450X
230
C38
450X
230
C18
450X
230
C12
450X
230
C1
450X
230
C37
KEY PLAN
R225
C33
R225
C11
R225
NAME :
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` SECTION AA` @1:100
1726 - A
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
SKIN SECTION
GENERAL NOTES: (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
NAME :
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` 1726 - A
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
SLAB DETAIL
GENERAL NOTES: (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
A
COMMON TIOLET 30 SQ.M
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
A`
NAME :
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` 1726 - A
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :
STAIRCASE DETAIL
GENERAL NOTES:
(5) (6) (7) (8) (9) (10)
1000
(11) (12) (13) (14)
500
1095 120 975
(1) (2) (3) (4)
C68 450X230
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
C69 450X230
MIDLANDING
C50 450X230 C68 450X230
C69 450X230
C50 450X230 C68 450X230
C69 450X230
NAME :
KHAN MUSKAN YUSUF
B
PROJET: HOSPITAL ` 1726 - A
SEM : VI
ASMITA COLL OF ARC
A
SCALE: 1:100 SIGN :
C50 450X230
DATE : 29 N0V 19 ` NORTH :
TIOLET DETAIL
GENERAL NOTES: (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14)
R.C.C. FRAME STRUCTURE. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS SPECIFIED. ALL DIMENSIONS ARE UNFINISHED. DO NOT SCALE THE DRAWINGS. FOLLOW THE WRITTEN DIMENSIONS ONLY. SCALE : AS MENTIONED. ALL EXTERNAL WALLS ARE 230 MM THICK UNLESS OTHERWISE MENTIONED. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS OTHERWISE MENTIONED. DRAWINGS NOT GOOD FOR CONSTRUCTION UNLESS TAMPED. FOR SIZES OF R.C.C. STRUCTURAL MEMBER KINDLY REFER R.C.C. DRAWINGS. MORTAR THICKNESS NOT TO BE EXCEED 10MM TO 12MM. EXTERNAL PLASTER SAND FACED SHOULD BE 18 MM THK IN TWO COATS FIRST COAT 12 MM THK AND SECOND COAT 6 MM THK. SKIRTING SHOULD BE FLUSHED TO WALL FINISH. FLOORING AND SKIRTING FIXED WITH CEMENT MORTAR 1:6. LEVELS SHOWN ARE FROM DEVELOPED GROUND FLOOR LEVEL AS +/ - 00 MM. ANY DISCREPANCY SHOULD BE SOLVED WITH ARCHITECT BEFORE EXECUTING.
C36 450X450 C35 450X450
C35 450X450
C36 450X450
C27 450X450
C35 450X450
C28 450X450
C36 450X450
NAME :
KHAN MUSKAN YUSUF
PROJET: HOSPITAL ` 1726 - A
SEM : VI
ASMITA COLL OF ARC SCALE: 1:100 SIGN :
DATE : 29 N0V 19 ` NORTH :