8 7 6 5 4 3 2 1

This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any
person or body not authorised by us to receive it nor be copied or otherwise made use either in full

600
TIE BEAM SCHEDULE OF FOOTINGS or in part by such person or body without our prior permission in writing.
S.No. FOOTING FOOTING SIZE NET REINFORCEMENT DETAILS EXISTING TYPE B

230 6M WIDE ROAD

ID (LxBxD) (kN/m²) S1 S2 S3 S4 N

4.5 M W I D E R O A D
BASKET
12 BALL
COURT

6M WIDE ROAD

6M WIDE ROAD
10

a a
W E
BASKET
11
TOILET
BALL HUT

COURT 6M WIDE ROAD

07 08

F1 1700 x 1700 x 150 Y10 AT 200 C/C Y10 AT 200 C/C Y8 AT 200 C/C Y8 AT 200 C/C
09 S
PARKING

PORCH

6M WIDE ROAD
ACADEMIC

EXISTING
BLOCK 02
FUTURE

1200
EXPANSION

F 50 # 50 F

7.2 M W I D E R O A D
03
04 6M W I D E R O A D

6M WIDE ROAD
250

6M WIDE
1 F2 1300 x 1300 x 150 Y10 AT 200 C/C Y10 AT 200 C/C Y8 AT 200 C/C Y8 AT 200 C/C
HUT

s1

7.2 M W I D E R O A D
C1 (TYP)

4.5 M WIDE

4.5 M WIDE
TP 10

PLAY GROUND
6M W I D E R O A D

(TYP) GATE 4MTRS (W)

STACK

GATE 4MTRS (W)

4.5 M W I D E R O A D
GATE 4MTRS (W) GATE 4MTRS (W) DG-1 DG-2

TRAFO-2
TRAFO-1

14

BLOCK WALL (TYP)

BH 24
DAY TANK

BH 12
15

06
05

FGL/FRL RC MULLION (TYP)

SLOPE 1:8
RAMP UP
RAMP UP IN SLOPE 1:8

F3 2000 x 2000 x 150 Y10 AT 200 C/C Y10 AT 200 C/C Y8 AT 200 C/C Y8 AT 200 C/C
BH 25

16

TYPE B
BM 1

150 THK.

(TYP)
17 7.2 M W I D E R O A D 7.2 M W I D E R O A D

18

50
13

4.5 M WIDE
b b b 01

7.2 M W I D E R O A D

9M WIDE ROAD

TYPE A
NGL / FGL* PB (TYP)
SECTION 4 - 4
6M WIDE
(MAX.)

7.2M W I D E R O A D
600

9M WIDE ROAD
17

Y
TR
N EN
ROAD 4.100M.

MAI
BP 02

BP 09 ROA
D
3.810
M.

TYPE B
2-Y16 a a a a 2-Y16 a
4 2 - Y16 a
KEY PLAN

425

150
(THROUGHOUT BAR)
50 THK. PCC 1:4:8 (TYP)
1000

F1 (TYP)
LEGEND

a
a

b
C - COLUMN PB - PLINTH BEAM
F - FOOTING

275

150
3-Y12 b 3-Y12 b STPS - STIRRUPS
4 (THROUGHOUT BAR)
FGL - FORMED GROUND LEVEL MAX - MAXIMUM
NGL - NATURAL GROUND LEVEL
2L-Y8 STPS AT 200 C/C s1 2L-Y8 STPS AT 200 C/C s1 2L-Y8 STPS AT 200 C/C s1
E 75 THK. PCC 1:4:8 (TYP) FRL - FORMED ROAD LEVEL E
250 THK. SAND BED AS PER SPEC. ELEVATION FOR TYPE - A WALL (END SPAN) (INTERMEDIATE SPAN) (CORNER SPAN) c/c - CENTER TO CENTER OF THE SPAN
A TIE BEAM TYPICAL REBAR DETAIL OF PLINTH BEAM
01,02
SAND BED SPECIFICATION: GRADATION OF THE SAND MATERIAL SHOULD BE AS PER ZONE III OF TABLE 4, IS 383
01,02 AND % OF PASSING THROUGH 0.075MM SIEVE (FINES) SHOULD NOT BE MORE THAN 10%.

230 BLOCK WORK * - INDICATES MINIMUM LEVEL OF NGL / FGL BETWEEN TWO CONSECUTIVE COLUMN. MAXIMUM LEVEL DIFFERENCE
BETWEEN INSIDE AND OUTSIDE COMPOUND WALL SHALL NOT BE MORE THAN 600mm
150
1200

01 02 01
C1 (TYP) 4-Y12 - 01 350 ALIGNMENT OF BLOCKWORK, COPING ARRANGEMENT SHALL BE FOLLOWED AS PER ARCHITECTURAL DRAWING
BLOCK WALL (TYP) RC MULLION (TYP) 150
FGL/FRL 02 02

230
150 THK. s1 4-Y12 - 02 ANY VARIATION BASED ON SITE SPECIFIC CONDITION SHALL BE DONE AFTER GETTING CONCURRENCE FROM EDRC
350
2L-Y8-LATERAL TIES s1 # - INDICATES SOIL BELOW FOUNDING LEVEL SHALL BE COMPACTED TO ACHIVE 95% COMPACTION
01 02 01
AT 200 C/C
NGL / FGL* PB (TYP)
(MAX.)

NET GROSS SAFE BEARING CAPACITY OF SOIL IS ASSUMED AS PER SCHEDULE IF ANY DEVIATION SHALL BE INTIMATED TO EDRC
600

SECTION 3-3 TYPICAL REBAR DETAIL OF TIE BEAM

50MM EXPANSION JOINT TO BE PROVIDED FOR WALLS LONGER THAN 30M & AT EVERY L, T, H SHAPE LOCATION
TYPICAL REBAR DETAIL OF COLUMN (C1-230 X 230 )
D BOUNDARY WALL CO-ORDINATES REFER ARCHITECTURAL LAYOUT DRAWINGS D
50 THK. PCC 1:4:8 (TYP)
1000

F1 (TYP) 150 BOTTOM REBAR IN BEAM SHALL BE LAPPED AT END ONE-THIRD SPAN AND TOP REBAR SHALL BE LAPPED AT MID SPANS
150
03 03 4-Y10 - 03 FOOTING REINFORCEMENT (BOTTOM & TOP) PERPENDICULAR TO WALL SHALL BE PLACED AT FIRST LAYER

LATERAL TIES s1
150
NOTES:

150
s1 2L-Y8-LATERAL TIES s1
AT 200 C/C 1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METRES UNLESS STATED OTHERWISE.
3 3 03 03 2. GRADE OF DESIGN CONCRETE MIX SHALL BE M30
75 THK. PCC 1:4:8 (TYP) 3. CLEAR COVER TO ANY REBAR SHALL BE AS FOLLOWS
250 THK. SAND BED AS PER SPEC. ELEVATION FOR TYPE -B WALL TYPICAL REBAR DETAIL OF a. FOOTING- 50MM ALL SIDE, b. COLUMN- 40MM, c. BEAM- 30MM
CL OF COLUMN CL OF COLUMN MULLION (150 X 150 ) TYPICAL
4. Y’ DENOTESREBAR DETAIL
HIGH YIELD STRENGTHOFDEFORMED
COLUMN (C1-230
BARS OF GRADEXFe550D
230 )FOR -Y12 & ABOVE
150 BARS AND, GRADE Fe500D FOR -Y8 & -Y10 BARS HAVING YIELD STRENGTH NOT LESS THAN 550N/mm² & 500N/mm²
RESPECTIVELY CONFIRMING TO IS: 1786-2008
TIE BEAM ( 150 X 100 ) TIE BEAM ( 150 X 100 ) 04 04 5. LAP LENGTH (Ld) SHALL BE 46 TIMES HIGHER DIAMETER OF BAR FOR Y8 & Y10 BARS AND 50 TIMES FOR Y12 & ABOVE.
2-Y10-04

100
6. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH LATEST ARCHITECTURAL DRAWINGS AND SERVICE DRAWINGS
01 02 Y8-LINK s1 50
a) O22059-C-HP-00-ST-0001 :CIVIL STRUCTURAL GENERAL NOTES FOR REINFORCED CONCRETE
COLUMN COLUMN AT 250 C/C b) O22059-A-HP-00-WD-0011 : TYPICAL COMPOUND WALL DETAIL - TYPE A & TYPE B
1200

1200

s1
C C
BLOCK WALL 150 THK. BLOCK WALL 150 THK. STRUCTURAL PROOF CONSULTANT :
FGL/FRL FGL/FRL TYPICAL REBAR DETAIL OF TIE BEAM

75

75
S3 S4
PB ( 230 X 250 ) PB ( 230 X 250 ) ( 230 X 100 ) VETTED & APPROVED
GROUT POCKET
NGL / FGL* NGL NGL / FGL* NGL S4 S4 S4 S4 S4 S4 S4 75 (TO FIX MS POST)
(MAX.)
150

150

(MAX.)

(ISA 50x50x6)
600

600

S3
S3

100 100
TIE BEAM

S1
S1
100

BLOCK WALL
1000

1000

S2 S2 S2 S2 S2 S2 S2 60
100

F1 F2 01,02 01,02
75

75
S1 S2
75 75
Ld (TYP)
(TYP) (TYP)
150

150

DETAIL - A

BOUNDARY LINE
TYPICAL RC DETAIL OF FOOTING & COLUMN
(TYP)

(TYP)
75

75

A ISSUED FOR APPROVAL

MMN 07.10.2022 SUK 07.10.2022 MEDA/UPV 07.10.2022 SJT 07.10.2022
B 75 THK. PCC 1:4:8 (TYP) 75 THK. PCC 1:4:8 (TYP)
CL OF COLUMN B
REV.NO. DESCRIPTION DESIGNED DRAWN CHECKED APPROVED

CL OF COLUMN
250 THK. SAND BED AS PER SPEC. 250 THK. SAND BED AS PER SPEC. 115 115
REVISIONS
(TYP) (TYP)
SECTION 1-1 SECTION 2-2

115
(WITH ECCENTRIC FOOTINGS) (WITH CONCENTRIC FOOTINGS)

115
C1
1 2
CLIENT : Public Works Department (Health CONSULTANT: Engineering Design and Research Center (EDRC),

3000 $
C OF COLUMN C OF COLUMN C OF COLUMN C OF COLUMN C OF COLUMN C OF COLUMN &Education) Goverment of Assam
L L L L L L 50MM L&T Construction - Buildings & Factories
3000 $ 3000 $ 3000$ 3000 $

CL OF COLUMN
EXPANSION JOINT
= = = = = =
50MM
= = PROJECT : Construction of New Medical College & Hospital at CONCEPT Engineering Design and Research Center (EDRC),
EXPANSION JOINT Golghat, Assam ARCHITECT: L&T Construction - Buildings & Factories
F3

115
ECCENTRIC

CL OF COLUMN
SUPPLIER/ CONTRACTOR : Larsen & Toubro Limited, Construction, Buildings & Factories
CL OF COLUMN

CL OF COLUMN

CL OF COLUMN
CL OF COLUMN

= = CONCENTRIC FOOTING 115 115

= = = = = = FOOTING
115
F1 C1 SECTION /

(TYP)
1200
(TYP)

(TYP)

(TYP)

(TYP)

JOB No : O22059

115
115 115
115

115

115

115

PB
115 115 115 115 115 115 115 115 115 115 115 115 230 230 F2 230 230 TITLE: ELEVATION
STANDARD DRAWING
=

PB NAME SIGN DATE MARKING

DSGN 07.10.2022
EXPANSION JOINT

C1 C1 BOUNDARY LINE MMN

BOUNDARY C1 C1 C1 C1 C1 C1 C1 C1 C1 C1

(TYP)
DRAWING
=

=
(TYP)

(TYP)

(TYP)

(TYP)

A LINE F1 F1 F1 F2 F2 F2 115 TYPICAL NUMERATION & REBAR DETAIL OF A

115

115

115

115

DRWN SUK 07.10.2022

NUMBER
25mm

1200 3000$ CHKD MEDA/UPV 07.10.2022 COMPOUND WALL SCALE

PB (230X250) PB (230X250) APPD SJT 07.10.2022 1:100, 1:40, 1:20
PB (230X250) PB (230X250) PB (230X250) CL OF COLUMN CL OF COLUMN
A 1 2 PROJECTION SIZE REV
DRAWING No. O22059-C-HP-00-ST-0002 A2 A
TYPICAL NUMERATION DETAIL OF FIRST ANGLE

TYPICAL NUMERATION DETAIL OF COMPOUND WALL TYPICAL NUMERATION DETAIL OF COMPOUND WALL TYPICAL NUMERATION DETAIL OF COMPOUND WALL COMPOUND WALL
(AT CORNER LOCATION) RELEASED FOR PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION
(WITH ECCENTRIC FOOTINGS) (WITH CONCENTRIC FOOTINGS) (AT EXPANSION JOINT LOCATION)
8 7 6 5 4 3 2 1