SCHEDULE OF COLUMN
RING DETAIL RING DETAIL RING DETAIL RING DETAIL RING DETAIL
SIZE 12" X 18" SIZE 12" X 18" SIZE 9" X 24" SIZE 9" X 24" SIZE 15" X 24"
1 2 2 2
MIX. M-25 1 2 MIX. M-25 1 2 MIX. M-25 1 MIX. M-25 1 2 MIX. M-25 1 2 3
1 2 1 2 1 2 1 3
FIRST FLOOR
TERRACE
8-#16 3 8-#16 3 8-#16 3 3 10-#16 3 8-#20 4
3 3 3 4
TO
REINF. REINF. REINF. REINF. REINF.
--------- 4 4 --------- 4 4 4 4 -------- 4 4 4-#16 5 5
5 5 5 5 5 6 6
RINGS AT 5 RINGS AT 5 RINGS AT 5 RINGS AT RINGS AT
h/4 #8@4"C/C h/4 #8@4"C/C h/4 #8@4"C/C h/4 #8@4"C/C 6 6 h/4 #8@4"C/C 7 7
RINGS AT #8@8"C/C RINGS AT #8@8"C/C RINGS AT #8@8"C/C RINGS AT #8@8"C/C RINGS AT #8@8"C/C
h/2 h/2 h/2 h/2 h/2
RING DETAIL RING DETAIL RING DETAIL RING DETAIL RING DETAIL
SIZE 9" X 18" SIZE 9" X 18" SIZE 9" X 24" SIZE 9" X 24" SIZE 15" X 24"
1 2 2 2
MIX. M-25 1 2 MIX. M-25 1 2 MIX. M-25 1 MIX. M-25 1 2 MIX. M-25 1 2 3
1 2 1 2 1 2 1 3
FIRST FLOOR
FOOTING
8-#16 3 4-#20 3 4-#20 3 3 4-#20 3 8-#20 4
3 3 3 4
TO
REINF. REINF. REINF. REINF. REINF.
4 4 4-#16 4 4 4-#16 4 4 6-#16 4 4 4-#16 5 5
5 5 5 5 5 6 6
RINGS AT 5 RINGS AT 5 RINGS AT 5 RINGS AT RINGS AT
#8@4"C/C #8@4"C/C #8@4"C/C #8@4"C/C 6 #8@4"C/C 7
h/4 h/4 h/4 h/4 6 h/4 7
RINGS AT #8@8"C/C RINGS AT #8@8"C/C RINGS AT #8@8"C/C RINGS AT #8@8"C/C RINGS AT #8@8"C/C
h/2 h/2 h/2 h/2 h/2
COLUMN C-1 C-2 C-3 C-4 C-5
SCHEDULE OF FOOTING
REINFORCEMENT JUNCTION
DEPTH FOUNDATION STEEL BOTTOM FOUNDATION STEEL TOP PEDESTAL STEEL
MARK LENGTH WIDTH
PARALLEL TO PARALLEL TO PARALLEL TO
(L) (B) D TD PARALLEL TO BOTH SIDE COLUMN REINFORCEMENT
SHORTER SIDE LONGER SIDE BOTH SIDE
F-1 6'-0" 6'-6" 1'-3" 2'-6" #12@6" C/C #12@6" C/C #10@7" C/C #10@6" C/C AS PER BEAM DETAIL
Ldt
F-2 6'-6" 7'-0" 1'-6" 2'-6" #12@5" C/C #12@5" C/C #10@7" C/C #10@6" C/C
F-3 8'-0" 9'-0" 1'-3" 2'-3" #12@7" C/C #12@7" C/C #10@7" C/C #10@6" C/C
U TYPE BARS
F-4 8'-0" 9'-0" 1'-6" 2'-6" #12@6" C/C #12@6" C/C #12@7" C/C #10@6" C/C Ldt = DEVELOPMENT LENGTH
IN TENSION
CF-1 AS PER LAYOUT PLAN 1'-3" 2'-6" #12@6" C/C #12@6" C/C #10@7" C/C
CF-2 AS PER LAYOUT PLAN 1'-3" 2'-0" #12@6" C/C #12@8" C/C #10@7" C/C ANCHORAGE OF BEAM BARS
NOTE: APT= AS PER TABLE IN AN EXTERNAL JOINT (DETAIL-A)
9" THICK BRICK WALL
PLINTH LEVEL PLINTH LEVEL
REINFORCEMENT OVERLAP DETAILS
PLINTH BEAM
AS PER DESIGN
BASEMENT FLOOR LEVEL BASEMENT FLOOR LEVEL STEEL COVER
10#@5"C/C 10#@5"C/C
COLUMN
10#@6"C/C 10#@6"C/C AS PER DESIGN
COLUMN FACE
SLOPE
1:6 (MAX.)
5'-6" MIN.
NATURAL GROUND LEVEL NATURAL GROUND LEVEL
LIFT PIT RINGS
FLOOR FINISH LEVEL.
10#@7" C/C B/W BOTH SIDE 10@6"C/C
10#@7" C/C B/W
BOTH SIDE AS PER TABLE LO = NOT LESSER THAN
(A) LARGER LATERAL DIMENSION,
12#@6" C/C B/W BOTH SIDE AS PER TABLE
(B) 1/6 OF CLEAR HEIGHT
SPECIAL CONFINING
1'-3"
(C) 450 MM. REINFORCEMENT PLINTH BEAM
1'-6'' min. 1'-6'' min. 1'-6'' min. 1'-6'' min. DON'T OVERLAP ALL BARS OF COLUMN AT SAME LEVEL AS PER DESIGN
1'-6'' min. 1'-6'' min.
PCC 6" THICKNESS P.C.C. (1:3:6) SPLICE WITH OFFSET CRNKED
6"
BAR IN A COLUMN (DETAIL-B)
12" THK. STONE SOLING B
3" COMPACTED SOIL 3" Ldc
P.C.C. (1:4:8)
12"
20' Ldt
3"
COMPACTED SOIL
3" 24" 3-#20+2-#16 Conti
TYPICAL FOOTING SECTION AT (F-1 TO F-4)
FOOTING SECTION AT A-A (CF-1) 1'-6"
2X2-#12 SIDE FACE 3"
REINFORCEMENT MIN.
30" TYPICAL COLUMN TRANSVERSE
STP. 4L-8"#@6" c/c REINFORCEMENT DETAIL
PCC (1:3:6)
6"
3-#20+2-#16
Conti
RB-1(24"X30")
CROSS SECTION
CON.:- M-25
