B1 B1 B1' B1' B1' B1 B1

MBS SPA
DWARKA SECTOR 9
30000 30000

700 4200 700 4400 700 4200 700 3700 700 4900 700 3700
10000 10000 10000 NOTES:

700
B2 All dimensions to be read and not measured
All dimensions are in mm.

10000
Refer detail drawings wherever relevant.
3950

A A"
10000

700

B2

10000
3950

RCC Beam Key Plan LEGENDS:

700

B2
4300
700

B2'
10000

Main Bar
4300
700

B2'

Beam Plan R3
R2
RCC Slab Plan with Bar
R1
700
REF. DATE DESCRIPTION SIGN
100m Cov DATE OF ISSUE:
12MM TOP & BOTTOM
@150m C/C CUT BARS @ 200MM B.W. BUILDING
CONSTRUCTION
12MM TOP & BOTTOM
900

SHEET TITLE : Banquet prestress Roof detail.

CONTINOUS BARS @ 200MM B.W.
DRAWING NO.: 01

DATE: 10.09.2024 SCALE : 1:250

BARCH IV YEAR SECTION B

PROJECT:
Rein.At Rein.At Extra At Extra At
16mm Name Size Top Bottom Bottom Top Ring
Beam details with Bar and rings DRAWN BY: CHECKED BY:
Up to L/3 After L/3 Deepak kumar PROF. DL SRIVASTAV
L PROF.
700 /900mm 2-16 TMT 2-16TMT 2-12TMT 2-12TMT
Slab section B1 (no of bar 2 (no of bar 2 (no of bar 2 (no of bar 2
dia of bar dia of bar dia of bar dia of bar 10 # @150 c/c 10 # @150 c/c SIGN AND REMARK
16mm) 16mm) 12mm) 12mm)

16mm 12mm ( EXT)

20mm 16mm(EXT) 700 /900mm 2-16 TMT 2-16TMT 2-12TMT 2-12TMT FOR EDUCATION
4500 4500 4500 4000 5000 4000
B2 (no of bar 2 (no of bar 2 (no of bar 2 (no of bar 2
dia of bar
16mm)
dia of bar
16mm)
dia of bar
12mm)
dia of bar
12mm)
10 # @150 c/c 10 # @150 c/c
PURPOSE
Beam Section A-A'' ONLY
 MBS SPA
DWARKA SECTOR 9

R/F
NOTES:

SINK
LEGEND

W9
CIQ BOTTLE PULLOUT All dimensions to be read and not measured

A
S SHUTTER All dimensions are in mm.

D
B
LHF FOLDING SHUTTER
OS
Refer detail drawings wherever relevant.
OPEN SHELF

C
MU MIROWAVE
OU OVEN UNIT
DS DUMMY SHUTTER
BTC WASTE BIN OUT
S
DT DETERGENT PULLOUT
S

H.O.B
TU TALL UNIT
DDR DISH DRAINER RACK

VISIBLE TILE
LEGENDS:

OS OS

LHF OS OS
S DDR

3000

3000
SINK

DS
IPL

ISST

R3
BTC DT
IOW S S S S S R2
F.FLOOR F.FLOOR R1
800 600 600 400 800
600 100 900 900 900 600 600
REF. DATE DESCRIPTION SIGN

DATE OF ISSUE:

ELEVATION A ELEVATION B
BUILDING
CONSTRUCTION
SHEET TITLE :Modular Kitchen

DRAWING NO.: 08

DATE: 10.09.2024 SCALE : 1:250

OS
BARCH IV YEAR SECTION B

PROJECT:
LHF OS S LHF
CHIMNEY S S S
3000

3000
DRAWN BY: CHECKED BY:
Deepak Kumar PROF. DL SRIVASTAV
MU PROF.

DRAWER CUTTLERY TRAY CUTTLERY TRAY

SIGN AND REMARK
DRAWER DRAWER DRAWER OU

DRAWER CIQ DRAWER S S DRAWER ISST

600 100 900 `900 300 900 600 600

F.FLOOR F.FLOOR
FOR EDUCATION
PURPOSE
600 600 1200 800

ELEVATION C ELEVATION D
ONLY
 6000
At least one (often two) core(s)
opened for approximately 300mm PROJECTING REBAR INTO THE FLOOR
MBS SPA
8MM DIA STIRRUPS
20MM THICK CONCRETE TOPPING
DWARKA SECTOR 9
3000 3000

250
600 PRECAST COLUMN

500
600X600 MM
PROJECTED TIE BAR FROM BEAM

GROUTING
LONGITUDNAL TIE
NOTES:
600
THE ENTIRE JOINT IS DRY - PACKED
WITH CHEMICAL GROUTING AFTER
SLAB-SLAB CONNECTION
ALIGNMENT
SLAB-EXTERNAL BEAM CONNECTION SLAB-INTERNAL BEAM CONNECTION
All dimensions to be read and not measured
4500

All dimensions are in mm.

150MM X 150MM SHIMS
Refer detail drawings wherever relevant.

SLAB DETAILS
1200
25MM DIA REINFORCEMENT BARS

PLAN AAC FLOORING PANEL (2400mm LONG)

10MM THK 1:3 CEMENT MORTAR

COLUMN TO COLUMN AAC FLOORING PANEL

2400X600X150MM
BOLT FIXING ON PANELS TO EACH PRE CAST BEAM (2
BOLTS PER JOIST)

FIXING LAYOUT

8MM DIA STIRRUPS

25MM DIA REINFORCEMENT BARS

PRE CAST COLUMN
300MM X 250 MM 600MM X 600MM PRECAST COLUMN AAC FLOORING PANEL
600X600 MM
PRECAST CONCRETE BEAM 2400X600X150MM
SLEEVE COUPLERS
300MM X 100 MM AAC FLOORING 14-10 x 200mm BOLT PRE CAST BEAM
CAST IN SITU CORE-BEAM PANEL
ANCHOR BOLT 300X450 MM
PRECAST PLINTH
BEAM
300X450MM

10MM THK 1:3

10MM THK1:3
350

8MM DIA STIRRUPS CEMENT MORTAR

CEMENT MORTAR
16MM DIA
PANEL TO PLINTH BEAM
CONNECTION COLUMN TO PANEL
REINFORCEMENT BARS
CORNER CONNECTION
50

180 300MM X 300MM X 300MM

100

BEAM CORBEL FLOORING DETAILS

COLUMN TO BEAM

BUILDING
150MM THICK PRECAST WALL
CONSTRUCTION
WIRE LOOP BOX
SHEET TITLE : SHOP PRECAST DETAILS
LOCK BAR
300

DRAWING NO.: S_DETAILS_02

200200
200

CONNECTION GROUTED WITH DATE: 09.05.2024 SCALE : 1:

BARCH IV YEAR SECTION B

900MM X 300MM
450

400

PRECAST COLUMN
PROJECT:
2100
200

200 200
2100

DRAWN BY: CHECKED BY:

450

Deepak kumar PROF. DL SRIVASTAV

PROF. DIVESH WADHWA
METALLIC ANCHOR UNIT
200

SIGN AND REMARK

900
300

ELEVATION ISOMETRIC VIEW

ELEVATION ISOMETRIC VIEW
WALL DETAIL FOR EDUCATION
DETAIL OF DOOR FIXING WITH U- CLEAT DETAIL OF WINDOW FIXING WITH U- CLEAT
PURPOSE
ONLY
 1

150
150
595
2

3950
3
11460

2030
4

1350
5

3385
6
MBS SPA
450
3945
150 450
2780
150 150
DWARKA SECTOR 9

150
A · 8MM DIA STIRRUPS
150
B1(300 X 450)

150
C1 C1
1615

150
450
B
C1
NOTES:
B1(300 X 450)
B2(300 X 300) B1(300 X 450)
· PRECAST COLUMN

B1(300 X 450)
5260

All dimensions to be read and not measured

3945

3045
All dimensions are in mm.
150 150 150
750 3645
150
3080
150
3085
150 150 Refer detail drawings wherever relevant.

450

150
·
150

B1(300 X 450) THE ENTIRE JOINT IS DRY - PACKED

C WITH CHEMICAL GROUTING AFTER

150
C2 B1(300 X 450) C1 C1
150

450
ALIGNMENT
A
1975

B1(300 X 450)

B2(300 X 300)

B1(300 X 450)
D

B1(300 X 450)
4495

C1

4795
B1(300 X 450)

5835
3120

· 150MM X 150MM SHIMS

20115

450

C1 C1
150
450
E 150
150

150
5675 4435
1640

450
150 150 150 150
B1(300 X 450)
B2(300 X 300)

150
LEGENDS:
B1(300 X 450)

C1
4430

4430
3390

150 150 150 150

· 25MM DIA REINFORCEMENT BARS
5675
450

150

G
BEFORE ASSEMBLY ASSEMBLED GROUTED
150

B1(300 X 450)
450

C1 C1
COLUMN SCHEDULE
B1(300 X 450)

ISOMETRIC VIEW (COLUMN TO COLUMN JOINERY DETAIL)

B1(300 X 450)
4130

3830

SIZE
3530

SCALE - 1:10 SCALE - 1:10 COLUMN NO.

C1 C1
COLUMN TO COLUMN JOINERY DETAIL C1 300 x 600
150
150
150

B1(300 X 450)
H
·300MM X 600MM PRECAST COLUMN C2 300 x 900
150

150

5375
150 450 150 450

·150MM THICK PRECAST SLAB BEAM SCHEDULE

COLUMN BEAM LAYOUT PLAN
SCALE - 1:100 ·300MM X 300MM PRECAST BEAM BEAM NO. SIZE
·PRECAST BEAM B1 300 X 450
·16MM DIA
REINFORCEMENT BARS ·150MM THICK PRECAST WALL 2 B2 300 X 300
AS PER STRUCTURAL DESIGN
·WELDING JOINT
·300MM X600MM
PRECAST COLUMN

· CAST
300MM X 100 MM
IN SITU CORE-BEAM

ISOMETRIC VIEW OF PRECAST STRUCTURE

SCALE - 1:100
·PRECAST
300MM X 250 MM
CONCRETE BEAM

·8MM DIA STIRRUPS BUILDING

ISOMETRIC VIEW OF BEAM TO BEAM JOINERY DETAIL CONSTRUCTION
SCALE - 1:20 · 25MM DIA REINFORCEMENT BARS
·300MM X 250 MM ·150MM X 150MM SHIMS SHEET TITLE : PRECAST BEAM AND

PRECAST CONCRETE BEAM

·300MM X 600MM PRECAST COLUMN COLUMN JOINERY DETAIL

DRAWING NO.: 03

·300MM X 100 MM ·SLEEVE COUPLERS ·300MM X 300MM X 300MM DATE: 10.09.2024 SCALE : 1:250
CAST IN SITU CORE-BEAM BEAM CORBEL
· ANCHOR BOLT BARCH IV YEAR SECTION B
250 100

PROJECT:
100
350

350

· 8MM DIA STIRRUPS · 300MM X 600MM PRECAST COLUMN

250

DRAWN BY: CHECKED BY:

· 16MM DIA
REINFORCEMENT BARS
Deepak kumar PROF. DL SRIVASTAV
PROF. SHUBHI KHARE

300
50

SIGN AND REMARK

180 ·300MM X 300MM X 300MM
100

BEAM DETAIL
BEAM CORBEL
SCALE - 1:10

DETAIL AT A (COLUMN TO BEAM JOINERY DETAIL) ISOMETRIC VIEW (COLUMN TO BEAM JOINERY DETAIL) FOR EDUCATION
SCALE - 1:10 SCALE - 1:20
PURPOSE
ONLY
 1 2 3 4 5 6
150
595 3950
11460

2030 1350 3385

MBS SPA
PB1(300 X 300) DWARKA SECTOR 9

1500
A

150
CAST-IN-SITU CORE-BEAM

1615
1800 2745 1800 1580
REINFORCING
B
NOTES:

1800
PB1(300 X 300)

PB1(300 X 300)
PB1(300 X 300)

· 150MM X 225MM

PB1(300 X 300)

200
CAST-IN-SITU CORE-BEAM AND All dimensions to be read and not measured
3945

1845
5960
A REINFORCING All dimensions are in mm.
Refer detail drawings wherever relevant.
PB1(300 X 300)

1800
30
0
C

1800
1975

2100 2445 1500 1880 1500 1885

PB1(300 X 300)

D ISOMETRIC VIEW OF
1800

PB1(300 X 300)
· 660MM X 960MM X 300MM
PB1(300 X 300)
3295

3595
CORBEL PLINTH BEAM

480
4635
3120

SCALE - 1:10
· 300MM X 600MM PRECAST
20115

PB1(300 X 300)
COLUMN
1800

75 75
E
1800

300

150
1640

180
PB1(300 X 300)

PB1(300 X 300)
PB1(300 X 300)

1800
F
180 300 180
· 300MM X 200MM LEGENDS:
3230

3230

660 PRECAST U- SHAPE PLINTH BEAM

3390

1500 4475 1500

1800

G FOUNDATION TO PLINTH BEAM JOINERY DETAIL

1800

PB1(300 X 300)
SCALE - 1:20
PB1(300 X 300)
PB1(300 X 300)
4130

2630

2330

150 150
FOOTING SCHEDULE
150

PB1(300 X 300)
1500

1500

H
· ANCHOR BOLTS FOOTING NO. SIZE

300
1800 4175 1800

· 120MM X 450MM X 360MM 1 F1 1500 x 2100

150
METAL ANGULAR ATTACHMENT
FOOTING LAYOUT PLAN 1800 x 2180
SCALE - 1:100
PRE EMBEDED INTO COLUMN
2 F2
2100
1800
600
660MM X 960MM X 300MM
300
CORBEL
A A PLINTH BEAM SCHEDULE
·300MM X 600MM PRECAST · CAST-IN-SITU CONCRETE
150

COLUMN PLINTH BEAM SIZE

300

·4-20MM DIA REINFORCEMENT ·1500MM X 1800MM X 600MM 1 PB1 300 X 300

PRECAST FOOTING CHAMBER
150 150

BARS
600

·8MM DIA STIRRUPS ·150MM THICK PCC BED 1:2:4 AS PER STRUCTURAL DESIGN
(1 CEMENT : 2 FINE AGGREGATE : 4 COARSE AGGREGATE)
150 150 300 600 300 150 150

1500
·4-25MM DIA REINFORCEMENT 1800
BARS
· 300MM X 600MM PRECAST COLUMN
COLUMN DETAIL DETAIL AT A
SCALE - 1:10 SCALE - 1:20
300
75 150 75 ·150MM X 225MM
·150MM X 225MM
CAST-IN-SITU CORE-BEAM
BUILDING
100

CAST IN SITU CORE-BEAM

· 300MM X 200MM CONSTRUCTION
300

300

·300MM X 200MM
200

PRECAST U- SHAPE PLINTH BEAM

PRECAST U- SHAPE PLINTH BEAM SHEET TITLE : PRECAST Foundation
200
100

DRAWING NO.: 06
PLINTH BEAM DETAIL 180 ·300MM X 600MM PRECAST COLUMN
SCALE - 1:10 DATE: 10.09.2024 SCALE : 1:250
·120MM X 450MM X 360MM
90 METAL ANGULAR ATTACHMENT BARCH IV YEAR SECTION B
0
12 PRE EMBEDED INTO COLUMN

·120MM X 450MM X 360MM PROJECT:

METAL ANGULAR ATTACHMENT
10
PRE EMBEDED INTO COLUMN ·CAST-IN-SITU CONCRETE
370
360

DRAWN BY: CHECKED BY:

Deepak kumar
·ANCHOR BOLTS PROF. DL SRIVASTAV
PROF. SHUBHI KHARE
450

· 1500MM
600

X 1800MM X 600MM
PRECAST FOOTING CHAMBER
·HOLE FOR ANCHOR BOLTS SIGN AND REMARK
150 150

45
0

· 150MM THICK PCC BED 1:2:4

(1 CEMENT : 2 FINE AGGREGATE : 4 COARSE AGGREGATE)
150 150 300 150 300 150 300 150 150
METAL ANGULAR ATTACHMENT DETAIL
SCALE - 1:10
1500
1800
FOR EDUCATION
SECTION AA' ISOMETRIC VIEW
PURPOSE
SCALE - 1:20 SCALE - 1:20 ONLY
 1 2 3 4 5 6
MBS SPA
150
11460
·IN SITU CONCRETE DWARKA SECTOR 9
0
595 3950 2030 1350 3385 110
22
C1 B1(300 X 450) C1 50
A
NOTES:
150
1615
S1 S1 S1 S1
C1
B All dimensions to be read and not measured

B1(300 X 450)
B2(300 X 300) B1(300 X 450)

B1(300 X 450)
All dimensions are in mm.

·REINFORCING BAR Refer detail drawings wherever relevant.

3945

S5 S5
S2 S2 S2 S2 TIES ARE
GROUNTING INTO
KEY BETWEEN SLAB
B1(300 X 450)
ELEMENTS
C
C2 B1(300 X 450) C1 C1
1975

S3 S3 S3
B1(300 X 450)

B2(300 X 300) C1 S7 S7 S7 S7

B1(300 X 450)
D

B1(300 X 450)
B1(300 X 450)
S6
·UNTOPPED HOLLOW
D ISOMETRIC VIEW OF HOLLOW CORE SLAB PANEL CORE SLAB
3120

S4 S4 S4
SCALE - 1:20
20115

C
E S7 S7 S7 S7
1200 ·PRECAST BEAM
C1 C1
LEGENDS:
1640

150 150 150 150 150 150

B2(300 X 300)

F
B1(300 X 450) C1

150

100
S8 S8
B1(300 X 450)
3390

G
B1(300 X 450) ELEVATION OF HOLLOW CORE SLAB PANEL ISOMETRIC VIEW OF JOINERY OF BEAM TO SLAB
C1 C1
SCALE - 1:10 SCALE - 1:10
B1(300 X 450)
B1(300 X 450)
4130
150

H
C1 B1(300 X 450) C1
·150MM THICK PRECAST WALL PANEL ·20MM THICK CONCRETE SCREED
SLAB LAYOUT PLAN ·12MM THICK INTERNAL PLASTER ·10MM DIA. DOWEL BARS
SCALE - 1:100
·100MM HIGH SKIRTING
·50MM WIDE CAP FOR GROUTING
·150MM THICK PRECAST WALL PANEL ·150MM THICK HOLLOW SLAB ·150MM THICK HOLLOW SLAB
·150MM THICK HOLLOW SLAB ·PRECAST BEAM
R3
·10MM DIA. DOWEL BARS ·NATURAL STONE FLOORING R2
R1
A
B REF. DATE DESCRIPTION SIGN
·PRECAST BEAM
DATE OF ISSUE:
DETAIL AT A DETAIL AT B
SECTION SCALE - 1:10 SCALE - 1:10
SCALE - 1:20 BUILDING
CONSTRUCTION
SHEET TITLE : PRECAST SLAB Joinery details

DRAWING NO.: 03

·150MM THICK PRECAST SLAB · IN SITU CONCRETE ·150MM THICK HOLLOW SLAB DATE: 10.09.2024 SCALE : 1:250

BARCH IV YEAR SECTION B

·300MM X 300MM PRECAST BEAM
· TOP BARS PROJECT:

·150MM THICK PRECAST WALL · PRECAST BEAM · TOP BAR

DRAWN BY: CHECKED BY:
Deepak kumar PROF. DL SRIVASTAV
PROF.
· BOTTOM BARS
·300MM X600MM ·BOTTOM BAR
PRECAST COLUMN
SIGN AND REMARK
· PRECAST SLAB
·PRECAST T-BEAM

ISOMETRIC VIEW OF PRECAST STRUCTURE

SCALE - 1:100
DETAIL- BEAM TO SLAB CONNECTION
DETAIL AT D FOR EDUCATION
DETAIL AT C SCALE - 1:10
SCALE - 1:10 PURPOSE
ONLY
 1 2 3 4 5 6
150
595 3950
11460

2030 1350 3385 ·PRECAST WALL MBS SPA

A 150
P2 P3 P6 P1 P1 P3 DWARKA SECTOR 9
P3 P3 P1 P3
P2
1615

BALCONY
WALK IN
CLOSET P7
TOILET
P3 TOILET P6 1200MM WIDE
·300MM OVERLAP
B P2

P1
P3

P7 P1 P3 P3
P2

P1
P7

P1
P5 P4 REINFORCEMENT JOINT
NOTES:
P1
P2 P3 All dimensions to be read and not measured
BEDROOM
3945

P3
P4 MASTER BEDROOM P2
FLOOR LEVEL BEAM ISOMETRIC VIEW OF PRECAST STAIRCASE FLIGHT All dimensions are in mm.
P1

100
P5 P1 BALCONY P1 Refer detail drawings wherever relevant.
1200MM WIDE

C P2 P5 P4

100
P3 P2 P3 P2 P3 P8 P8 P3 P1
1975

P1
P6 COMMON TOILET P7

1650
D

100
P2 P2 P3 P2 P8 P1

P2
P4 DRAWING ROOM CUM
BALCONY DINING ROOM P2
3120

1200MM WIDE BEDROOM

P3

100
P5
20115

P1 P1
P1 P2 P3 P1 SECTION OF PRECAST STAIRCASE FLIGHT
E LANDING LEVEL BEAM
P4 P1
1640

P2 1500 11STEPS R=300 1500

KITCHEN
1200MM WIDE

F P5

LEGENDS:
UTILITY

P1
P5 P4 P1 P1
P2 P1 P2

1500
MAIN
ENTRY · IN SITU RC SUPPORT BEAM FOR
3390

P3 P1 P6
P7 P8 STAIRCASE

300
SERVANT
P3 ROOM

G
PRESS.
SHAFT
P2
P1 TOILET
P2 P1 P1 P1
P2
· FLOOR LEVEL BEAM
P1
DN P1
PLAN OF PRECAST STAIRCASE FLIGHT
P3
4130

P2
P1
ISOMETRIC VIEW OF STAIRCASE DETAIL OF STAIRCASE FLIGHT
SCALE - 1:50 SCALE - 1:50
P2 UP P8

H
150

P2 P2 P2 P2 P2

·PRECAST STAIRCASE FLIGHT

WALL LAYOUT PLAN ·PRECAST STAIRCASE FLIGHT
SCALE - 1:100
225
·10MM GAP FOR GROUTING 400
1 3 4
3945 2030
·PRECAST SLAB

400
G ·PRECAST FLOOR BEAM ·PRECAST FLOOR BEAM

200
13 15 17 19 21
200

180
DN
600
·10MM GAP FOR GROUTING
600 R3
T=300
4130

R2
R=150
R1
W=1500
REF. DATE DESCRIPTION SIGN

A A DATE OF ISSUE:
UP DETAIL AT A DETAIL AT B
11 9 7 5 3 1 (FLOOR LEVEL BEAM DETAIL) (LANDING LEVEL BEAM DETAIL) BUILDING
H SCALE - 1:10 SCALE - 1:10

PLAN CONSTRUCTION
SCALE - 1:50
SHEET TITLE : PRECAST STAIRCASE JOINERY
DETAIL

DRAWING NO.: 07

DATE: 10.09.2024 SCALE : 1:250

·PRECAST STAIRCASE FLIGHT
1ST FLOOR · 1000MM HIGH BALUSTER BARCH IV YEAR SECTION B
LVL +4200 ·DOWELS DRILLED INTO
21 FOUNDATION PROJECT:
19
D A 300
17 · PRECAST STAIRCASE FLIGHT
15 ·HOLES FROM PRECAST STAIR
150

DRAWN BY: CHECKED BY:

13 Deepak Kumar
3300

PROF. DL SRIVASTAV
11 PROF.

60
150
9
B 7 ·IN SITU PCC FOUNDATION · 10MM
BOLT
THICK MS PLATE WITH ANCHOR
5 SIGN AND REMARK
3 PLINTH LEVEL
1
+900

C FOR EDUCATION
1 3 4 DETAIL AT C DETAIL AT D
SECTION AA'
(GROUND LEVEL JOINERY DETAIL)
SCALE - 1:10
(BALUSTER FIXING DETAIL)
SCALE - 1:10
PURPOSE
SCALE - 1:50
ONLY