STAMP OF APPROVAL OF PLAN

APPROVED SUBJECT TO THE CONDITION

PARAPIT LEVEL (T.O.W.)
+7.39 M. MENTIONED IN THE ACCOMPANY OFFICE
2ND SLAB LEVEL
LETTER UNDER NO. EE (SSP)/

1.00
(TERRACE LEVEL) (T.O.C.)
B' C' +6.39 M.
10.55 2.98 DATE-________________
A
STAIRCASE DETAIL
NO. OF RISER - 18 A' 2.95

10.50
NO OF TRADE - 18
HEIGHT OF RISER - 165 MM
WIDTH OF TRADE - 250 MM
2.79
S.E. (SSP) A.E. (SSP) E. E. (SSP)

2.97
LENGTH OF TRADE - 1000 MM

4.40
1ST SLAB LEVEL SITE U/R

4.40
4.40
3.94

3.94
(1ST FLOOR LEVEL) (T.O.C.)
SITE U/R
+3.42 M.
DN
DISPLAY BOARD DISPLAY BOARD
FOR SANITARY BLOCK FOR SANITARY BLOCK
1.00
LOCATION PLAN 1:4000

2.97
1.00

SS RAILING ONLY WRITTEN DIMENSIONS TO BE FOLLOWED ANY DISCREPANCIES SHOULD BE

2.45
REFERRED TO THE ARCHITECTS, THIS DRAWING AND ITS COPYRIGHT IS THE

B C
PLINTH LEVEL PROPERTY OF SOHAM CONSULTANT TRACED OR REPRODUCED WITHOUT
+0.45 M. THEIR PERMISSION
TERRACE FLOOR PLAN 1:50

0.45
+0.0 M. GENERAL NOTES AND REFERENCES
FORMATION LEVEL BLOCK PLAN 1:500
1- ALL DIMENSIONS ARE IN METER UNLESS NOTED OTHERWISE.

FRONT ELEVATION 1:50 2- ALL LEVELS ARE IN METERS UNLESS NOTED OTHERWISE.

3- ANY DISCREPANCY TO BE BROUGHT TO ARCHITECTS NOTICE FOR ANY KIND OF

CLARIFICATION PRIOR TO COMMENCEMENT OF ANY ASSOCIATED WORK.

4- THE DRAWING TO BE READ IN CONJUNCTION WITH RELEVANT STRUCTURAL,

PARAPIT LEVEL (T.O.W.)
PARAPIT LEVEL (T.O.W.)
ELECTRICAL, DRAWINGS AND ALL RELEVANT ELEVATIONS, SECTIONS, DETAILS
+7.39 M. +7.39 M. +7.39 M. AND SPECIFICATIONS.

2ND SLAB LEVEL 2ND SLAB LEVEL 2ND SLAB LEVEL 5- THE CONTRACTOR TO VERIFY THE INDICATED GATE LEVELS

1.00

1.00

1.00
(TERRACE LEVEL) (T.O.C.) (TERRACE LEVEL) (T.O.C.) (TERRACE LEVEL) (T.O.C.)
B' C'
+6.39 M. +6.39 M. +6.39 M. 6- REFER TO TOILET DETAILS
10.55 0.15

0.45

0.87
0.72

0.72

0.72

0.72

0.72

0.72

0.72
0.27
A 1.39 A'

0.90

0.90

0.90

0.90

0.90

0.90
REVISIONS

2.97
UG TANK

1.65

1.65
1.39 X 3.94 X 1.40

2.10
7,660 LTRS
FREEBOARD +0.30 M 15/02/2024 DRAWINGS FOR APPROVAL 00
1ST SLAB LEVEL 1ST SLAB LEVEL 1ST SLAB LEVEL

0.46 1.20

1.20

1.20

1.20

1.20

1.20
4.40
3.94

(1ST FLOOR LEVEL) (T.O.C.) (1ST FLOOR LEVEL) (T.O.C.) MALE TOILET (1ST FLOOR LEVEL) (T.O.C.)
ADDITION FOR TRANS-GENDER TOI

0.46

0.46
STAIRCASE DETAIL
+3.42 M. SHOWER AREA WC- 9 WC- 10 WC- 11 WC- 12 WC- 13 WC- 14 +3.42 M. WC- 14
PASSAGE WC- 10 +3.42 M. MALE TOI. ENTRY
NO. OF RISER - 18 16/01/2024 01
NO OF TRADE - 18
0.15 0.30M HEIGHT OF RISER - 165 MM
SUNK 0.30 M SUNK 0.30 M SUNK 0.30
WIDTH OF TRADE - 250 MM
08/12/2023 ISSUED FOR REFERENCE 02

0.87

1.77
LENGTH OF TRADE - 1000 MM

0.72

0.72

0.72
0.72

0.72
15/03/2024 ISSUED FOR REFERENCE 02

3.42

0.90

0.90
2.97
MIRROR
DATE REVISION REV. NO.

0.90

0.90
2.52

2.10

2.10
ISSUED FOR

1.20
0.85
PLINTH LEVEL PLINTH LEVEL PLINTH LEVEL

1.65
B C FEMALE TOILET

1.20

1.20
0.46

0.46
+0.45 M. +0.45 M. PASSAGE +0.45 M. ADVANCE COPY APPROVAL
UG TANK LAYOUT 1:50 SHOWER AREA WC- 1 WC- 2 WC- 3 WC- 4 WASH BASIN COUNTER URINAL AREA WC- 2 JANITOR ROOM

0.45
SUNK 0.30 M SUNK0.30
0.30 M 0.30M
SUNK 0.30
0.30 0.30
FREEBOARD FREEBOARD

+0.0 M. +0.0 M. +0.0 M. TENDER COMMENTS

FORMATION LEVEL FORMATION LEVEL FORMATION LEVEL
UG TANK

1.40

1.40
EXECUTION RECORD
600 mm thk Raft 600 mm thk Raft

150 mm thk PCC 150 mm thk PCC

B'
11.75 230 mm thk Soling 230 mm thk Soling PROJECT
C'
ASPIRATIONAL TOILETS
CHAJJA PROJECTION ABOVE CHAJJA PROJECTION ABOVE SECTION AA' SCALE 1:50 SECTION CC' SCALE 1:50 TOILET AT FASHION STREET
1.35 1.00 1.00 1.00 1.00 STAIRCASE DETAIL
SECTION BB' SCALE 1:50
A NO. OF RISER - 18
NO OF TRADE - 18
A'
HEIGHT OF RISER - 165 MM
1.35

1.35

1.35

1.35

1.35

WASH BASIN COUNTER

1.45

WIDTH OF TRADE - 250 MM

2.10 LENGTH OF TRADE - 1000 MM
1.2 M WIDE RAMP UP SLOPE 1:100

TISSUE
SHOWER AREA WC- 1 WC- 2 WC- 3 WC- 4 HOLDER AND
HAND DRYER
CLIENT
1.35 D D D 4.40 D D
THEORETICAL CAPACITY OF UGT AND OHT BRIHANMUMBAI MUNICIPAL
1.00

1.00

1.00
4.40

4.40

D
FEMALE TOILET PASSAGE
CHANGING AREA CORPORATION
1.00

1.UG TANK CAPACITY - 560 LTRS PER SEAT

URINAL 1

URINAL 2

URINAL 3

1.35 1.35 UP
2.45
1.10
BABY CARE
ROOM
1.00
10.55 FOR 13 SEATS- 13 X 560 = 7280 LTRS
1.55

1.55

1.55

1.35

HANDICAPED TOILET HANDICAPED TOILET D

WC-8 WC-7 TRANSGENDER
TOILET
BUA CALCULATIONS PROVIDED UGT CAPACITY- 7660 LTRS
2.85 D D 1.00
WC-5
1.20 MEP CONSULTANTS
D D D S
D1 GROUND FLOOR AREA BUA CALCULATIONS
CHAJJA PROJECTION ABOVE
3.55
LENGTH (M) WIDTH (M) AREA UNIT
2.OHT CAPACITY - 280 LTRS PER SEAT
1.20

ROOF ABOVE SS RAILING ROOF ABOVE

SS RAILING
10.55 4.40 46.42 SQM
FOR 13 SEATS - 13 X 280 = 3640 LTRS
PROVIDED OHT CAPACITY- 4000 LTRS

4.40
UP

4.40
B 10.55 C 1ST FLOOR AREA BUA CALCULATIONS
LENGTH (M) WIDTH (M) AREA UNIT
GROUND FLOOR PLAN 1:50 10.55 4.40 46.42 SQM
STRUCTURAL CONSULTANT
HEADROOM AREA BUA CALCULATIONS
LENGTH (M) WIDTH (M) AREA UNIT
2.45 4.40 10.78 SQM

BUILT UP AREA = 103.62 SQM Ground & First Floor Area Line Diagram Headroom Area Line Diagram
10.55
B' C'

V V V V
CHAJJA PROJECTION ABOVE V V V V ARCHITECT
STAIRCASE DETAIL
A 1.35 1.00 1.00 1.00 1.00 NO. OF RISER - 18
NO OF TRADE - 18
A' SOHAM CONSULTANS
HEIGHT OF RISER - 165 MM
20, MAI KRUPA SAGAR CHSL
1.35

1.35

1.35

1.35

1.35

1.45

WIDTH OF TRADE - 250 MM

2.10 LENGTH OF TRADE - 1000 MM
OPPOSITE CATERING COLLEGE
SHOWER AREA WC- 9 WC- 10 WC- 11 WC- 12 WC- 13 WC- 14

TOILET CONFIGURATION D 0.85M X 2.10M FRP Door V S ROAD DADAR WEST

1.35 D D D D 6.50 D D D MUMBAI 400028
BABY D1 1.00M X 2.10M Decorative Door
1.00

1.00
4.40

4.40

EWC IWC SHOWER URINAL W/B

1.20

D MALE TOILET PASSAGE CARE

CHANGING AREA
D V 0.60M X 0.90M Aluminium Fixed Louvered Window DRAWING TITLE
DN MALE 3 3 1 7 3 0
2.45 2.10 2.10 1.00
S 35 mm Thk shutter
LOCKER ROOM URINAL AREA TISSUE
HOLDER AND
1.00 FEMALE 2 2 1 0 3 1
FLOOR PLAN SECTION AND
HAND DRYER
1.55

1.35

WASH BASIN COUNTER

HANDICAPED 2
1.00

D
URINAL 3

URINAL 2

URINAL 1

2.10 1.00
TRANSGENDER 1 ELEVATIONS
V V V V V V V
TOTAL 8 5 2 7 6 1
CHAJJA PROJECTION ABOVE CHAJJA PROJECTION ABOVE

SCALE AS MENTIONED JOB NO. ISSUED FOR

B 10.55 C
APPROVAL
SC 010624
DATE 15 /06 /2024

DRN. BY CHKD. BY DRG. NO. REVISION

FIRST FLOOR PLAN 1:50

R-03
 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A A

230

3-T12
2-T12
B 2 1 5 1 11 1 16 1 20 B
1 2 1 2 1 2 1 2 3 1 2 1 2 1 2 3 1 2 3
A B C D E
612(ANCHORAGE)

612(ANCHORAGE)
300 400 300 300 300 A B C D E

612(ANCHORAGE)

612(ANCHORAGE)

612(ANCHORAGE)
700

612(ANCHORAGE)
612(ANCHORAGE)

612(ANCHORAGE)
1125 2950 3025 2000 STP 2L-T8

612(ANCHORAGE)

612(ANCHORAGE)
230 350 230 230 230 230 350 230 230 230
1185 3010 3095 2070 SFR 2-T8EF 1185 3010 3095 2070
678 755 775 520 520 678 755 775 775 520 520
2-T12
3-T12 3-T12 3-T16 3-T16 3-T12 3-T12 3-T12 3-T16 3-T12 3-T12 3-T16 3-T16 3-T12 3-T12 3-T16 3-T12 3-T12 3-T16 3-T12
2-T12 2-T12 2-T12 2-T12 3-T12
2-T12 2-T12 2-T12 2-T12 2-T12 2-T12
(LOC: 2320 To 3096) 230

SECTION 3-3 (B17) 3-T12

612(ANCHORAGE)

612(ANCHORAGE)
3-T12 (SCALE 1:25) 2-T12

612(ANCHORAGE)

612(ANCHORAGE)

612(ANCHORAGE)

612(ANCHORAGE)
612(ANCHORAGE)

612(ANCHORAGE)

612(ANCHORAGE)

612(ANCHORAGE)
18-2L-T8 14-2L-T8 5-2L-T8 14-2L-T8 14-2L-T8 6-2L-T8 14-2L-T8 30-2L-T8 2-T12 2-T12 2-T12 2-T12 2-T12 2-T12

700
@70 C/C @70 C/C @195 C/C @70 C/C @70 C/C @195 C/C @70 C/C @70 C/C 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 STP 2L-T8
C 900 900 900 900 18-2L-T10 12-2L-T8 12-2L-T8 31-2L-T8 18-2L-T8 44-2L-T8 46-2L-T8 31-2L-T8 C
@70 C/C @300 C/C @300 C/C @70 C/C @70 C/C @70 C/C @70 C/C @70 C/C
230 2-T12
C6 1 C7 1 C8 1 C9 1 C10 3-T12
1 2 1 2 1 2 1 2 3 1 2 1 2 1 2 3 1 2 3 (LOC: 0 TO 506)
B1:230x450 B2:230x450 B3:230x450 B4:230x450 C6 C7 C8 C9 C10
3-T16
C6 C7 C8 C9 C10
(SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) B1:230x700 B2:230x700 B3:230x700 B4:230x700 B1:230x700 B2:230x700 B3:230x700 B4:230x700 SECTION 1-1 (B1)
(SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50) (SCALE 1:25)

700
STP 2L-T10

2-T12
B1 B2 B3 B4
B1 B2 B3 B4
FIRST FLOOR SLAB SCHEDULE (M30 : FE500) (LEVEL : STORY2) 3-T12 FIRST FLOOR BEAM SCHEDULE (M30 : Fe500) (LEVEL: Story2)
S2 S3 S4 S5 S6 S7 S8 (LOC: 506 To 1185) SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS
C1 C5 C6 C2 CHJ BEAM
C5 C6 BOTTOM REINFORCEMENT TOP REINFORCEMENT SECTION 2-2 (B1)
B20

B22

B25

B5 C1 B25 C2 SLAB SFR

B29

B31
B24

B28
D B5 NUMBERS D
B6 B7 B8 CHJ
NUMBERS THK TYPE DISTRIBUTION REMARKS B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT
B8 B9 B10 B11 SHORT SPAN LONG SPAN SS CONT. LS CONT. (SCALE 1:25)
B22

B6 B7
S11 S13
S12 (BENT UP) (BENT UP) B1 230 700
+
3-T12
+
3-T12
+
3-T12
+
3-T12 3-T16 3-T16 10-2L-T10@70 C/C - 10-2L-T10@70 C/C -

B34
2-T12 2-T12 2-T12 2-T12
B30
B18

B19

B23

B27

230
B27
B21

B32

B35
B9 B10
B14 B15 S12,S13 150 1-Way T8 @ 275 -- T8 @ 300 -- T8 @ 300 ---
B12 B13 B12 B13 B2 230 700 3-T12 3-T12 3-T12 3-T16 3-T12 3-T12 5-2L-T8@300 C/C 3-2L-T8@300 C/C 5-2L-T8@300 C/C -
B16
B21

B26

3-T12
S14 S15 S16 S17 S18 S19 S2, S3, S4, S5 150 2-Way T8 @ 275 T8 @ 275 T8 @ 300 T8 @ 300 T8 @ 300 --- B3 230 700 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 5-2L-T8@300 C/C 3-2L-T8@300 C/C 5-2L-T8@300 C/C -
CHJ CHJ 2-T12 +
2-T12
B24

S6, S7, S8,

B26
B23

B30

B33
B14 B15 B16 B17
S11, S16 B4 230 700 3-T12 3-T12 3-T12 3-T12 3-T16 3-T12 16-2L-T8@70 C/C - 16-2L-T8@70 C/C -
B17 B18 B19 B20 + + + + +
S17, S18,S19

700
STP 2L-T10 2-T12 2-T12 2-T12 2-T12 2-T12
C3 C7 C8 C4
C3 C7 C8 C4 B5,B6 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
PLINTH BEAM LAYOUT S14, S15 150 2-Way T8 @ 275 T8 @ 275 T8 @ 300 T8 @ 300 T8 @ 300 --- B22,B23 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 4-2L-T8@195 C/C 2-2L-T8@195 C/C 4-2L-T8@195 C/C -
FIRST FLOOR TOILET LAYOUT 2-T12
,B29
CHJ 100 CANT. T8 @ 200 C/C @ TOP & 3-T12
& (ALT.BAR BENT BACK) T8 @ 225 B7 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
(LOC: 0 TO 506)
B8,B12 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
E SECTION 1-1 (B1) E
0.30

B9 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
(SCALE 1:25)
0.30
C1 C5 C6 C2 B10 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
C1 C5 C6 C2
T12 @ 150 C/C BOTHWAYS B11 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
AT TOP & BOT. MAIN REINF. S1 M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM
B13 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
FF B14,B15 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
B16 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -

TO
LINKS LINKS LINKS LINKS LINKS LINKS B17 230 700 3-T12 3-T12 3-T12 3-T12 3-T16 3-T12 24-2L-T8@70 C/C - 24-2L-T8@70 C/C 2-T8EF
T8 @ 225 T8 @ 225 T8 @ 175 T8 @ 225 T8 @ 175 T8 @ 175 + + + + +
2-T12 2-T12 2-T12 2-T12 2-T12

TF B18 230 700 3-T12 3-T12 3-T12 3-T12 3-T16 3-T12 16-2L-T8@70 C/C - 16-2L-T8@70 C/C 2-T8EF
C3 C7 C8 C4 + + + + +
C3 C7 C8 C4 T16 2-T12 2-T12 2-T12 2-T12 2-T12

230

230

230

230

230

230
F T12 T12 T12 T12 T12 T12 F
450 450 450 450 450 450 B19 230 700 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 6-2L-T8@300 C/C 4-2L-T8@300 C/C 6-2L-T8@300 C/C -
RAFT LAYOUT
UG TANK LAYOUT 8-T12 8-T12 6-T12 8-T12 4-T16 + 4-T12 6-T12 B20 230 700 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 6-2L-T8@300 C/C 4-2L-T8@300 C/C 6-2L-T8@300 C/C -
M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM
B21,B35 230 700 3-T16 3-T16 3-T16 2-T12 2-T12 2-T12 3-2L-T8@300 C/C 1-2L-T8@300 C/C 3-2L-T8@300 C/C -
B1 B2 B3 B4
S2 S3 S4 GF
B24 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 3-2L-T8@300 C/C
4-2L-T8@195 1-2L-T8@300 C/C
2-2L-T8@195 3-2L-T8@300 C/C
4-2L-T8@195 -
C1 C5 C6 C2 B25 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
B22

CHJ B5
CHJ B26,B27,B28 150 350 2-T16 2-T16 2-T16 2-T10 2-T10 2-T10 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
B7 B8
B18

B6 LINKS
S7 S8 S9 TO
LINKS LINKS LINKS LINKS LINKS
B30 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 3-2L-T8@300 C/C
4-2L-T8@195 1-2L-T8@300 C/C
2-2L-T8@195 3-2L-T8@300 C/C
4-2L-T8@195 -
T8 @ 175 T8 @ 175 T8 @ 175 T8 @ 175 T8 @ 175 T8 @ 175
B21
B17

B23

B25

B31 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 3-2L-T8@300 C/C
4-2L-T8@195 1-2L-T8@300 C/C
2-2L-T8@195 3-2L-T8@300 C/C
4-2L-T8@195 -
B9 B10 B11 FF
B12
T16 B32,B34 230 700 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 6-2L-T8@300 C/C 4-2L-T8@300 C/C 6-2L-T8@300 C/C -

230
S10 S11 S12 S14 T16
S13 T12
230

230

230

230

230
CHJ
CHJ T12 T12 T12 T12 450
T12
B20
B19

450 450 450 450 450

0.30

G
300

8-T12 8-T12 6-T12 8-T12 4-T16 + 4-T12 4-T16 + 2-T12 G

B13 B14 B15 B16
M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM M30 : Fe500 , COVER = 40MM C/C T8@200 C/C
00
C3 C7 C8 C4
T8@2 T10@100 C/C
BASE 450
TERRECE FLOOR TOILET LAYOUT CONCRETE GRADE - M15 RAFT SECT. 450

150
CONCRETE GRADE - M30
LINKS LINKS LINKS LINKS LINKS LINKS
TO
T8 @ 175 T8 @ 175 T8 @ 175 T8 @ 175 T8 @ 175 T8 @ 175
SLAB SCHEDULE TERECCE FLOOR (M30 : FE500) (LEVEL : STORY3) C/C
T10@100 C/C
T8@200 C/C
200 150 THK
T8@
GF
300

300

300

300

300

300
SLAB BOTTOM REINFORCEMENT TOP REINFORCEMENT
450
T16 T16 T16 T16 T16 T16
THK TYPE DISTRIBUTION REMARKS 500 T12 500 T12 500 T12 500 T12 500 T12 500 T12
NUMBERS SHORT SPAN LONG SPAN T8@200 C/C C/C
SS CONT. LS CONT. 4-T16 + 4-T12 4-T16 + 4-T12 4-T16 + 4-T12 4-T16 + 4-T12 4-T16 + 4-T12 4-T16 + 4-T12 200 STAIRCASE SECTION
(BENT UP) (BENT UP)
H T10@100 C/C T8@ H
S3,S4,S8,S9 150 1-Way T8 @ 275 -- T8 @ 300 -- T8 @ 300 --- COLUMN MARKED C5,C7 C6,C8 C1 C2 C3 C4

450

150
COLUMN AND WALL SCHEDULE T10@275 C/C
S14,S13,S12,S11,S10, ---
TERRECE FLOOR BEAM SCHEDULE (M30 : Fe500) (LEVEL: Story3) T8@200 C/C
150 2-Way T8 @ 275 T8 @ 275 T8 @ 300 T8 @ 300 T8 @ 300 (SCALE 1:25)
S7,S2 450
BEAM SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS
SFR
NUMBERS T8@200 C/C
B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT
CHJ 100 CANT. T8 @ 200 C/C @ TOP & T8 @ 225 ---
& (ALT.BAR BENT BACK) B1,B13 230 450 3-T12 3-T12 3-T12 3-T12 3-T16 3-T16 10-2L-T8@70 C/C - 10-2L-T8@70 C/C -
+ + + +
2-T12 2-T12 2-T12 2-T12
9
B2 230 450 3-T12 3-T12 3-T12 3-T16 3-T16 3-T12 23-2L-T8@70 C/C - 23-2L-T8@70 C/C -
+ + + +
2-T12 2-T12 2-T12 2-T12
PLINTH BEAM SCHEDULE (M30 : Fe500) (LEVEL: Story1) B3,B15 230 450
+
3-T12
+
3-T12
+
3-T12
+
3-T12 3-T16
+
3-T12 24-2L-T8@70 C/C - 24-2L-T8@70 C/C -
2-T12 2-T12 2-T12 2-T12 2-T12
SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS 8

328(ANCHORAGE)

328(ANCHORAGE)
B4,B16 230 450 3-T12 3-T12 3-T12 3-T12 3-T16 3-T12 16-2L-T8@70 C/C - 16-2L-T8@70 C/C -

612(ANCHORAGE)

612(ANCHORAGE)
I BEAM +
2-T12
+
2-T12
+
2-T12
+
2-T12
+
2-T12 EL. 6.390 1 1 11 1
I
A B
TOC 500 500 230 150
NUMBERS B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT
B5 150 300 2-T10 2-T10 2-T10 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C - 3750 1285

230
(3) 8-T16
B6 150 350 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
B1,B14 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 10-2L-T8@70 C/C - 10-2L-T8@70 C/C B7,B8,B11 150 350 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C - 450
2-T8
3-T12
B9 150 350 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C - 7
B2,B15 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 14-2L-T8@70 C/C 5-2L-T8@195 C/C 14-2L-T8@70 C/C
B10 150 350 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C - SECTION 3-3 (C6)

@225 C/C

492(ANCHORAGE)

492(ANCHORAGE)
(8),(9) T8
2-T12
B3,B16 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 14-2L-T8@70 C/C 6-2L-T8@195 C/C 14-2L-T8@70 C/C

612(ANCHORAGE)

612(ANCHORAGE)
B12 150 300 2-T10 2-T10 2-T10 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C - (SCALE 1:25)
3-T12
(3) 8-T16 8-2L-T8
B14 230 450 3-T12 3-T12 3-T12 3-T16 3-T12 3-T12 5-2L-T8@300 C/C 3-2L-T8@300 C/C 5-2L-T8@300 C/C - 14-2L-T8 9-2L-T8 14-2L-T8
B4,B17 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 16-2L-T8@70 C/C - 16-2L-T8@70 C/C +
2-T12 6 @195 C/C B18
E1 3 3 @70 C/C @195 C/C @70 C/C
B5 230 450 3-T10 3-T10 3-T10 3-T10 3-T10 3-T10 4-2L-T8@295 C/C 2-2L-T8@295 C/C 4-2L-T8@295 C/C B17 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 8-2L-T8@190 C/C 4-2L-T8@300 C/C 6-2L-T8@300 C/C 2-T8EF 900 900 1
B17
B18 150 300 2-T8 2-T8 2-T8 2-T12 2-T12 2-T12 6-2L-T8@195 C/C 4-2L-T8@195 C/C 6-2L-T8@195 C/C - 5

230
B6,B9,B10,B12,B20 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 4-2L-T8@195 C/C 2-2L-T8@195 C/C 4-2L-T8@195 C/C EL. 3.420 (2) 8-T12 C1 1 C6 B6:150x300
B19 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 4-2L-T8@195 C/C 2-2L-T8@195 C/C 4-2L-T8@195 C/C - TOC (SCALE: H = 1:50 / V = 1:50)
,B22,B24,B25 B20 150 350 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C - 450 B18:230x450
(SCALE: H = 1:50 / V = 1:50)
J
B7 150 300 2-T12 2-T12 2-T12 2-T8 2-T8 2-T12 7-2L-T8@195 C/C 5-2L-T8@195 C/C 7-2L-T8@195 C/C B21 150 350 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C -
J

656(ANCHORAGE)

656(ANCHORAGE)
B22 150 350 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 3-2L-T8@195 C/C 1-2L-T8@195 C/C 3-2L-T8@195 C/C - 4 SECTION 2-2 (C6) 1 1
B8 150 300 2-T12 2-T12 2-T12 2-T8 2-T8 2-T8 7-2L-T8@195 C/C 5-2L-T8@195 C/C 7-2L-T8@195 C/C A B C
B23 230 450 2-T16 2-T16 2-T16 3-T16 3-T16 3-T16 16-2L-T8@95 C/C 6-2L-T8@165 C/C 15-2L-T8@100 C/C 2-T8EF (SCALE 1:25) 150 2010 230 3095 230 230

@175 C/C
B13 150 300 2-T8 2-T8 2-T8 2-T8 2-T8 2-T8 5-2L-T8@195 C/C 3-2L-T8@195 C/C 5-2L-T8@195 C/C

(6),(7) T8
B24 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 3-2L-T8@300 C/C 1-2L-T8@300 C/C 3-2L-T8@300 C/C -

300
(1) 6-T12 2-T16
B18,B27,B30 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 14-2L-T8@70 C/C 10-2L-T8@195 C/C 14-2L-T8@70 C/C B25 230 450 3-T12 3-T12 3-T12 3-T12 3-T12 3-T12 6-2L-T8@300 C/C 4-2L-T8@300 C/C 6-2L-T8@300 C/C - (2) 8-T12 E1
2-T16
500

700
B19 150 350 2-T16 2-T16 2-T16 2-T16 2-T16 2-T16 11-2L-T8@65 C/C 19-2L-T8@130 C/C 11-2L-T8@65 C/C 2 2 STP 2L-T8

B21,B26 150 300 2-T10 2-T10 2-T10 2-T8 2-T8 2-T8 6-2L-T8@195 C/C 4-2L-T8@195 C/C 6-2L-T8@195 C/C
UG TANK SLAB SCHEDULE (M30 : FE500) 2-T8EF SFR 2-T8EF

SECTION 1-1 (C6) EL. 0.450 3-T12

492(ANCHORAGE)

492(ANCHORAGE)
(SCALE 1:25) TOC 3-T12
B23 150 350 2-T16 2-T16 2-T16 2-T16 2-T16 2-T16 11-2L-T8@65 C/C 19-2L-T8@130 C/C 11-2L-T8@65 C/C

@175 C/C
B12

(4),(5) T8
BOTTOM REINFORCEMENT TOP REINFORCEMENT
B21 8-2L-T8 12-2L-T8
SLAB 4-2L-T8 @190 C/C (SCALE 1:25)

530
THK TYPE DISTRIBUTION REMARKS EL. 0
B24
@300 C/C B30
NUMBERS SHORT SPAN LONG SPAN BOF @300 C/C 1340
K SS CONT. LS CONT. E1
(BENT UP) (BENT UP) (1) 6-T12

S1 --- DETAIL OF COLUMN C6 1 1

150 2-Way T8 @ 275 T8 @ 275 T8 @ 300 T8 @ 300 T8 @ 300 E1
1 1
- (SCALE 1:50) B12:230x700 B13:230x700
(SCALE: H = 1:50 / V = 1:50) (SCALE: H = 1:50 / V = 1:50)

ASPIRATIONAL TOILET CONSULTANT DRN.

5
4
BRIHANMUMBAI MUNICIPAL CORPORATION (BMC) SOHAM CONSULTANT 3
CHD.
L Flat no 20, Mai krupa Sagar society 2 L
ASPIRATIONAL TOILET
Opposite Catering College SVS Road 1
TOILET AT FASHION STREET Dadar West Mumbai 28 APPD.
NO DATE TITLE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
ARCHITECT DRAWING TITLE
SOHAM CONSULTANS
20, MAI KRUPA SAGAR CHSL
OPPOSITE CATERING COLLEGE PROPOSEDELEVATION FOR FASHION
V S ROAD DADAR WEST
MUMBAI 400028 STREET

STAMP OF APPROVAL OF PLAN SCALE AS MENTIONED JOB NO. ISSUED FOR

APPROVAL
DATE

DRN. BY CHKD. BY DRG. NO. REVISION

S.E. (SSP) A.E. (SSP) E. E. (SSP) Dy. Ch. E. (SSP)

 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A A

B B

Column M30

C C

CHAIR BAR RAFT 375MM THK

GL PCC 150MM THK

D D

0.15
1.20
SOLING 230MM THK
2-T10

0.61

0.61
MURUM FILLING 380MM THK
0.50 4 NOS. OF SERVICE LINE 2-T8 STP 2L-T8
LENGTH AND WIDTH AS PER SITE REQUIREMENT
SHAHABAD ROUGH
E TILES 30MM THK
RCC DRAIN 2-T12 E

75MM THK PCC 1200MMX610MM RCC DRAIN SECTION

RCC DUCT DETAIL BELOW GROUND

F F

BOUNDRY WALL

G G
0.50

RCC DRAIN 1200MM X 610MM

H H
3.60

4 NOS. SERVICE
LINE BELOW
GROUND

I I

J J

TOP VIEW
K

ASPIRATIONAL TOILET CONSULTANT DRN.

5
4
BRIHANMUMBAI MUNICIPAL CORPORATION (BMC) SOHAM CONSULTANT 3
L CHD. L
Flat no 20, Mai krupa Sagar society 2
DUCT BELOW GROUND IN ASPIRATIONAL Opposite Catering College SVS Road 1
TOILET AT FASHION STREET APPD.
Dadar West Mumbai 28 NO DATE TITLE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17