SCHEDULE OF PILE NOTES

SCHEDUL E OF FLOOR BEAMS SCHEDUL E OF COL UMNS

1. ALL DIMENSIONS ARE IN MILIMETRE EXCEPT OTHERWISE
LENGTH OF PILE CUT OFF LENGTH DIA OF PILE MAIN REINFORCEMENT TIES SPECIFICALLY MENTIONED.
L.H.SUPP.REINFORCEMENT SPAN REINFORCEMENT R.H.SUPP.REINFORCEMENT STIRRUPS
COLUMN
BEAM BEAM SIZE MKD. S I Z E A N D R E I N F O R C E M E N T 2. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED.
MKD. TOP BOTTOM TOP BOTTOM TOP BOTTOM SUPPORT MID SPAN
16.00 m 1.50 m 450 mm 8-16T 8T@150 C/C
3. THIS DRAWING IS TO BE READ INCONJUNCTION WITH
B1 300X700 3-20T(THR.)+ 3-20T(THR.) 3-20T(THR.) 3-20T(THR.)+ 3-20T(THR.)+ 3-20T(THR.) 2L- 10T @ 2L- 10T @ NECESSARY ARCHITECTURAL DRAWING.
3-20T(EXT.) 3-20T(EXT.) 3-20T(EXT.) 100 C/C @150 C/C
700
B2 400X700 4-25T(THR.)+ 4-25T(THR.) 4-25T(THR.) 4-25T(THR.) 4-25T(THR.)+ 4-25T(THR.) 4L- 10T @ 4L- 10T @ 4. IF ANY DISCREPANCY IS FOUND IN THE DRAWING IT SHOULD
SCHEDUL E OF PI LE CAP 4-25T(EXT.) 4-25T(EXT.) 100 C/C @150 C/C BE IMMEDIATELY BROUGTH TO THE NOTICE OFTHE ARCHITECT/
C2,C3,C4,C6,C7,C8,

500
ENGINEER BEFORE COMMENCENT OF THE WORK.
TOP REINFORCEMENT BOTT. REINFORCEMENT C9,C11,C12,C13.
COLUMN MKD. NO.OF PILE CAP 5. ALL REINFORCING BAR WILL CONFORMS TO GRADE Fe-500
LONGER SHORTER LONGER SHORTER SKIN BAR
PILE CAP THK. 700X500 (8-25T +12-20T ) OF I.S. :1786-1979 (H.Y.S.D.BAR).
MKD. DIRECTION DIRECTION DIRECTION DIRECTION 8T LINKS @ 100 C/C (8/SET)
6. CONCRETE SHALL BE FOLLOWING GRADE AS PER I.S. : 456-2000
C1,C5,C10,C14. a) FOUNDATION- M20 b) SUPERSTRUCTURE - M25
4 PC4 1500 16T@100C/C 16T@100C/C 20T@100C/C 20T@100C/C 12T@100C/C L1 L2 L3
0.3L1 0.3 OF GREATER 0.3 OF GREATER 0.3 OF GREATER 0.3 OF GREATER
OF L1 & L2 OF L1 & L2 OF L2 & L3 OF L2 & L3 7. CLEAR COVER TO MAIN REINFORCEMENT :
BEAM
END SUP. END SPAN (TOP) CONT SUP CONT SUP INTERIOR SPAN (TOP) CONT SUP CONT SUP INT. SPAN (TOP)
T.O.C. 700 a) PILE & PILE CAP - 50 b) COLUMNS - 40 c) TIE BEAMS -30.
C2,C3,C4,C6,C7,C8, 6 PC6 1500 16T@100C/C 16T@100C/C 20T@100C/C 20@100C/C 12T@100C/C (EXT TOP) (ALL THR0) (EXT TOP) (EXT TOP) (ALL THR0) (EXT TOP) (EXT TOP) (ALL THR0)
c) FLOOR BEAMS - 30 d) FLOOR SLAB - 20
Column - Beam Connection
12 X Ø of Bar for

C1,C5,C10,C14.
Beam To Beam

C9,C11,C12,C13.
Connection

500
S1 S2 S1 S1 S2 S1 S1 S2
8. LAP LENGTH OF TENSILE REINFORCEMENT SHOULD BE 50 X D
Ld for

AND IN COMPRESSION 40 X D WHERE "D" IS THE SMALLER

38 38 38 38 38
END SPAN (BOT) END SPAN INTERIOR SPAN (BOT) INTERIOR SPAN INT. SPAN (BOT) INT. SPAN DIAMETER OF BAR.
0.1L1 0.15L1 0.15L2 0.15L2 0.15L3 (ALL THRO)
(ALL THRO) (EXT BOT) (ALL THRO) (EXT BOT) (EXT BOT)
700X500 (4-25T +16- 20T)
8T LINKS @ 100 C/C (8/SET)
SCHEDUL E OF GRADE BEAMS TYPICAL CURTAILMENT DETAILS FOR BEAMS
NOTE:
AT TOP OF ALL CONTINUOUS SUPPORTS COMMON TO BEAMS OF TWO DIFFERENT MARKS,
(MULTI-SPAN BEAM)
PROVIDE HIGHER AREA OF REINFOCEMENT BETWEEN THE TWO VALUES SHOWN FOR THE Ld = Development Length
L.H.SUPP.REINFORCEMENT SPAN REINFORCEMENT R.H.SUPP.REINFORCEMENT 10T 2L/4L STIRRUPS CONTINUOUS SUPPORTS TOP OF THE TWO DIFFERENTLY MARKED BEAMS.
CERTIFICATE OF ENGINEER
BEAM BEAM SIZE
MKD. TOP BOTTOM TOP BOTTOM TOP BOTTOM SUPPORT MID SPAN I HEREBY CERTIFY THAT THE FOUNDATION AND
SUPERSTRUCTURE OF THE PROPOSED BUILDING FOR
GB1 300X700 3-20T(THR.)+ 3-20T(THR.) 3-20T(THR.) 3-20T(THR.)+ 3-20T(THR.)+ 3-20T(THR.) 2L- 10T @ 2L- 10T @ CONSTRUCTION HAVE BEEN SO DESIGNED BY
3-20T(EXT.) 3-20T(EXT.) 3-20T(EXT.) 100 C/C @150 C/C ME WILL MAKE SUCH FOUNDATION AND SUPER-
STRUCTURE SAFE IN ALL RESPECT INCLUDING THE
GB2 400X700 4-25T(THR.)+ 4-25T(THR.) 4-25T(THR.) 4-25T(THR.)+ 4-25T(THR.)+ 4-25T(THR.) 4L- 10T @ 4L- 10T @ CONSIDERATION OF BEARING CAPACITY AND
4-25T(EXT.) 4-25T(EXT.) 4-25T(EXT.) 100 C/C @150 C/C SETTLEMENT OF SOIL.
L1 L2 L3
0.3L1 OR * 0.3L1 OR * 0.3L2 OR * 0.3L2 OR * 0.3L3 OR * SLAB
THICKNESS
REINF. AS/ DIST. DIST. REINF. REINF. AS/ DIST. DIST. REINF. AS/ T.O.C.
SCHEDULE REINF. SCHEDULE REINF. REINF. SCHEDULE
SCHEDULE OF STAIR SCHEDULE OF FLOOR SLAB REINF. AS/ REINF. AS/ REINF. AS/
SCHEDULE SCHEDULE SCHEDULE
WAIST MAIN REINF. MAIN REINF. BINDERS
LONG SPAN REINF. SHORT SPAN REINF. NOTE: TYP. SECTION OF FLOOR SLAB ALONG SHORTER DIRECTION
SLAB THK. TOP BOTTOM AT CONTINUOUS SUPPORTS COMMON TO SLABS OF TWO DIFFERENT MARKS, (* DEVELOPMENT LENGTH, WHICHEVER IS GREATER)
SLAB SLAB PROVIDE HIGHER AERA OF REINF. AT TOP BETWEEN THE TWO DIFFERENTLY MARKED SLABS.
150 MKD. THICK. SUPPORT MID SPAN SUPPORT MID SPAN
12T @ 100 C/C 12T @ 100 C/C 8T@ 150 C/C
S1,S2, 150 10T@125 C/C 10T@125 C/C 10T@125 C/C 10T@125 C/C
S3,S4.
16
8 @
@ 10
1 50 0C
C/C /C 450Ø
0

T.O.C. EXTG. G.L

15

8 G.F. LEV. EL. (±) 0.00 M.

@
1 2 1 50
300 300 300 250 @ C/C
3-20
10
0C E.G.L.
3-20 3-20 3-20 /C SAND FILLING THIS PORTION SHALL
BE CHIPPED OFF
10 2L STP. 10 2L STP. 12 @ 100 C/C
@ 150 C/C @ 150 C/C JUST BEFORE THE
3-20
700

700

TIE BEAM TOP OF PILE CAP

700

700

10 2L STP. 3-20 CONSTRUCTION OF

3-20 3-20 LEVEL EL. (-) 0.5 M.
@ 100 C/C 10 2L STP. PILE CAP

DEVELOPMENT LENGTH
@ 100 C/C
3-20 3-20 T.O.C.
3-20 3-20 R.C.C. DET. OF STARTING OF STAIR FLR. LEV.
SUPP. SEC. MID SPAN SEC. Ld
SUPP. SEC. MID SPAN SEC. R
LO /C
0.3 0C

750
DET. OF TIE BEAM MKD. TB1 DET. OF FLOOR BEAM MKD.B1. 10
@ 0 C/C
L 16 15

75
@
8
FLOOR BEAM
/C
Ld 0 C /C
R 10 0 C
@ 15

15
LANDING WIDTH LO
16 8 @

0
0.3
T.O.C.
1/2 LANDING LEV.

150
/C
0 C C/C
10 50
@ @1
16 1 1
8
ROOF LEV. SIG. OF STRUCTURAL ENGINEER
16 @ 100 C/C
COLUMN
HALF LANDING BEAM
16T@100 C/C

7250
TYP. R.C.C. DETAILS OF STAIR FLIGHT 16T@100 C/C
ROOF
BEAM
8 T LATERAL TIE

1500
12T@100C/C @ 150 C/C.
8-12 T

3300
P.C.C.(1:3:6)

75

DEVELOPMENT
LENGTH
20T@100C/C
450 ØPILE
20T@100C/C
COLUMN
SEC.2-2
3525 3675 3675 3525 1700 1825 1850 1825 1850 1825 1850 1675
C1 C5
C2 C3 C4 B1 COLUMN 1ST.FL.LEV.
C1 GB1 C2 GB1 C3 GB1
C4 GB1
C5 C1 B1 C2
B1
C3 C4 B1
C5 16T@100 C/C
16T@100 C/C
3166

3166

3166

3166
GB1

GB1

B1

B1
8-12 T
C6 C7 GB2 B2 FLOOR
BEAM

1500
C6 C7 C6 C7 12T@100C/C

3166

3166

3166

3166
GB2
GB2

GB2

B2
B2

B1
B1

B1
GB1

B1
GB1

B2
B1

B1
P.C.C.(1:3:6)

75
C8 GB2 B2 COL. REIN
C9

7250
20T@100C/C
450 ØPILE
C8 C9 C8 C9 20T@100C/C

3300
COL. TIES
SEC.1-1

3168

3168

3168

3168
GB1
GB1

B1
B1
C10 C14 GB1 GB1 B1
GB1 GB1 B1 B1 B1
C11 C12 C13
C12 C13 C14 C12 C13 C14 375 1350 375
C10 C11 C10 C11
SIGNATURE OF OWNER

2
3519 3677 3675 3525 1700 1825 1850 1825 1853 1822 1850 1675 1 1
20T@100C/C(B)

375
BEAM-SLAB LAYOUT PLAN (TYP. FLOOR LEV.) 16T@100C/C(T) PROJECT
SCALE 1:100
GRADE BEAM LAYOUT PLAN GRADE BEAM GRD. LEV.

75 COVER
SCALE 1:100
PILE AND PILE CAP LAYOUT PLAN PROPOSED G+1 STORIED FACTORY BUILDING

1350
SCALE 1:100
ATMOUZA-BIGHATI,J.L.NO-14,L.R.DAG NO-1401,
KHATIAN NO-2080,P.S.-BHADRESWAR,DIST-
HOOGHLY,NH-2,BIHGATI,DELHI ROAD,
LONG SECTION OF BORED
WEST BENGAL
CAST-IN SITU PILE

1500
375
450Ø
8-16T

75
20 T @ 100 C/C (B) 16 T @ 100 C/C (T) 8 T LATERAL TIE
@ 150 C/C.
TITLE
STRUCTURAL DETAILS OF FOUNDATIONS,
PLAN TIE BEAMS,FLOOR BEAMS,FLOOR SLAB,STAIR,
DET. OF 4 PILE CAP MKD. PC4 SECTION 1-1 SECTION OF COLUMN COLUMNS ETC.
SCALE 1:100,25