STRUCTURAL DRAWING DETAILS 8 @ 150 C/C

8 @ 150 C/C
8 @ 150 C/C 8 @ 150 C/C
100TH. R.C.C. SLAB
REFORCEMENT <1.25% 560DIA MANHOLE
100TH. R.C.C.(1:2:4)
100
S.W. 1000
WATER
X PIPE INLET LEVEL OUTLET
B .W.(1:6)
8 @ 150 C/C
A PLASTER.(1:6) A 8 @ 150 C/C 8 @ 150 C/C

150X150
X
125TH.B.W.(1:4)
S.B.F.S. 1600 BRICK METAL 2500
75 TH. P.C.C. 19TH 1300
HOLE (50 TO 63 SIZE)
250TH.B.W.(1:6) CEMENT 25TH. 1600
TYPICAL SECTION OF RCC SLAB
PLASTER
ASF 1000

250 SLOPE 1:10

2L - 8 STIRRUPS 2L - 8 STIRRUPS
S.B.F.S. SECTION ON 'ZZ' @ 200 c/c @ 200 c/c
75 TH. P.C.C. 2 - 16 2 - 16 2 - 16
SECTION ON 'YY' 100TH. R.C.C. 2 - 16 2 - 16 2 - 16 2 - 16 2 - 16
Reinforcement
<1.25% Z Z
Y 250 Y
1100
(250X300) COLUMN PLAN AT 'AA'
(4-16MM AND 2-12MM) 1500 800 2 - 16 2 - 16
DETAILS OF SOAK WELL 2 - 16 2 - 16
VERTICAL BAR
250
450 PLAN AT 'XX'
P.L. P.L. DETAILS OF SEPTIK TANK TYPICAL LONG SECTION OF ROOF BEAM
SCALE- 1:50
TIE BEAM
2L - 8 STIRRUPS
250X300 @ 200 c/c
2L - 8 STIRRUPS
@ 200 c/c
(6-16MM) 8MM DIA STIRRUP 3- 16 3- 16 3- 16 3- 16
@ 150 C/C
G.L. G.L.

3- 16 3- 16 3- 16

TYPICAL LONG SECTION OF TIE BEAM

12 @ 150 c/c
2 - 16 2 - 16 3- 16 3- 16
2 - 16

3- 16 3- 16
2 - 16 2 - 16
2 - 16

AT SUPPORT AT MID SPAN (SUPPORT)

(MID-SPAN)
CROSS SECTION OF ROOF BEAM CROSS SECTION OF TIE BEAM
SAND FILING

SECTION OF COLUMN FOOTING DETAIL OF STAIR

12 @ 150 c/c STRUCTURAL DRAWING FOR PROPOSED G+1
12 @ 150 c/c
RESIDENTIAL BUILDING PLAN OF MR. RINKU
PAUL, S/O:- LATE NARAYAN CH. PAUL, AT
4 - 16 MOUZA :- ALIGARA, J.L. NO:- 262, PLOT NO:- 06,
SPECIFICATION KHATIAN NO:- 1996, UNDER BUNIADPUR
DETAIL OF DRAIN 1.
2.
ALL DIMENTION ARE IN MILLIMETRE.
THE HEIGHT OF THE BUILDING IS 3.75 m.
MUNICIPALITY WARD NO.:- 08, HOLDING NO.:-
2 - 12 3.
4.
THE BUILDING IS R.C.C. FRAME STRUCTURE.
ALL OUTER WALL ARE 125 mm.THICK. 5814-N
5. ALL INTERNAL WALL ARE 125 mm.THICK.
6. GRADE OF CONCRETE IS M25 FOR COLUMN.
AND OTHER IS M20
7. GRADE OF STEEL IS Fe-500. FOR MAIN BARS AND
FOR STIRRUPS Fe- 415
8. 12 mm. THICK PLASTERTO ALL INTERNAL WALL WITH
(1:5) CEMENT SAND MORTER. SIGNATURE OF OWNERS. SIGNATURE OF ENGINEER
9. HEIGHT OF PARAPET WALL IS 750 mm.

EXISTING DETAILS OF R.C.C. 1. ALL DIMENSIONS ARE IN MM

2. GRADE OF CONCRETE M-20
COLUMN(C1) 3. GRADE OF STEEL HYSD -500
SCALE:-1:25
4. CLEAR COVER :
FOR SLAB - 15 mm SUKUMAR PAUL
DETAIL OF FOR BEAM - 25 mm
FOR COLUMN - 40 mm B.TECH IN CIVIL ENGINEER
FOR FOOTING - 50 mm
LINTEL & CHUJJA FOR ANY REINFORCED CONCRETE REG. NO. - BPM/LBS-I/011
UNDER GROUND LEVEL- 50 mm
BUNIADPUR MUNICIPALITY