8" 2'-0"
2'- NOTES:-
1.READ THIS DRAWING IN CONJUCTION WITH RELEVANT
10 # @150C/C 6" ARCHITECTURAL/SERVICE DRAWINGS.
8" 1'- 2.ALL DIMENSIONS & LEVELS ARE IN MM. UNLESS NOTED OTHERWISE.
10 # @150C/C 2'- 3.DO NOT SCALE THE DRAWING. READ FIGURED DIMENSIONS ONLY.
"
2'-0 13
1'-6" 10
12 # @150C/C
CONCRETE:-
4.GRADE OF CONCRETE FOR ALL OTHER RCC WORK SHALL BE M-25.
10 # @150C/C 10 # @150C/C 12
6"
11'-5"
10'-10"
1'-
UNLESS NOTED OTHERWISE.
10 # @150C/C 0" 11
2'-
5.PLAIN CEMENT CONCRETE BELOW FOOTINGS SHALL BE 100mm THK
1" thick mortar 1'-6" 2'- 10
1'-6" (M10) UNO.
7'-0"
8" 8
9
REINFORCING STEEL:-
6 " 12 # @150C/C
1'- 8 # @150C/C
4'-4"
6.ALL REINFORCEMENT BARS SHALL BE HIGH YEILD STRENGTH
4'-4"
1'- 2'- 10 # @150C/C DEFORMED BARS OF GRADE Fe-500 CONFORMING TO 1786:2008 WITH
6" 8" 1'-6" 12 # @150C/C A MINIMUM YEILD STRENGTH OF 500 N/SQMM.
COVER:-
12 # @150C/C 12 # @150C/C 8 # @150C/C
7.CLEAR COVER TO MAIN R/F SHALL BE:-
a.) FOOTING = 50 MM.
b.) FOOTING (SIDE) = 50 MM.
8 # @150C/C c.) PEDESTAL = 40 MM.
d.) COLUMN = 40 MM.
e.) BEAM = 25 MM.
SECTION A-A' SECTION B-B' SECTION C-C' f.) SLAB = 20 MM.
BEAM - COLUMN JUNCTIONS:-
8.AT BEAM & COLUMN JUNCTIONS BEAM BARS IF IN CONFLICT WITH
COLUMN BARS, SHALL BE GRADUALLY BENT & PLACED CLEAR OFF
COLUMN BARS. UNDER NO CIRCUMSTANCES COLUMN VERTICAL
BARS SHALL BE BENT TO ACCOMMODATE BEAM BARS.
0'-8" 3'-6" 7'-0" 9.EXTRA TOP OR BENT UP BARS SHALL BE EXTENDED UPTO 0.3 x L IN
B' ADJACENT SPAN OVER A CONTINOUS SUPPORT. IF EXTRA TOP ARE
NOT PROVIDED THEN ANCHOR DOWN AT THE END SUPPORT.
C C' CONSTRUCTION DETAILS:-
3'-6"
10.LAP LENGTH & BOND LENGTH SHALL BE AS PER IS 456: 2000.
11.LAPPING OF BARS SHALL BE STAGGERED. AT ANY CROSS SECTION
NOT MORE THAN 50% OF THE BARS SHALL BE LAPPED.
12.LAPPING OF R/F BARS IN BEAMS & SLABS SHALL BE AVOIDED IN
3'-6" 3'-6" 3'-6" THE FOLLOWING CASES.
a.) TOP BARS NEAR SUPPORT b.) BOTTOM BARS AT MIDSPAN
4'-0"
13.OVERLAP OF BARS IS NOT PERMITTED IN HANGERS.
STAIR STAIR STAIR 14.STIRRUPS FOR CANTILEVER BEAMS TO HAVE HOOKS AT BOTTOM
15.ANY TYPE OF OPENINGS (CUTOUT/BLOCKOUT) SHALL BE MATCHED
WITH THE SERVICES DRAWINGS.
A A' 16.COLUMN REBARS SHALL BE BENT AT CHANGE OF SECTION WITH
3'-6"
1'-0" 1'-6" SLOPE OF (1:6) AS AND WHERE REQUIRED.
1'-0" 1'-6" 1'-0" 1'-6"
3'-6"
LEGEND:-
1. N.G.L :- NATURAL GROUND LEVEL
2. F.F.L :- FINISHED FLOOR LEVEL
3. T.O.C :- TOP OF CONCRETE
4. B.O.B :- BOTTOM OF BEAM
5. T.O.B :- TOP OF BEAM
6. U.N.O :- UNLESS NOTED OTHERWISE
0'-8" 3'-6" 7'-6" 7. F.G.L :- FINISHED GROUND LEVEL
B
PROJECT:
STAIRCASE PLAN -01 STAIRCASE PLAN -02 STAIRCASE PLAN -03 PROPOSED RESIDENCE
CLIENT:-
MR. KARAN HORA
DRAWING TITLE:
STAIRCASE DETAIL
(GROUND FLOOR TO FIRST FLOOR)
DRG. NO: ADEC/P..../KH/STR-03A
DRAWN BY SADIQUE SCALE N.T.S.
DESIGNED BY SHEET SIZE
JUHI A3
CHECKED BY MAHENDRA
APPROVED BY APOORV DATE 14.11.2024
3-10 #STIRRUPS NO. DATE DESCRIPTION CKD
3-16 # TOP THROUGH
8" 8 # @100/150C/C
5'-2" R1
6"
3-16 # TOP THRU 1'-
STRUCTURAL CONSULTANT:
16"
8#@100/150C/C
6'-7
6"
1'- 3-16 # BOTTOM THRU
3-16 # BOTTOM
TREAD = 12"
1'-6"
THROUGH 3-10 #STIRRUPS RISER = 621 "
STB1
LONGITUDNAL SECTION STB1(200X400)
SLAB THK.= 6" ARCHITECTURAL CONSULTANTS -
SIZE (200X400)
M's ATELIER
ARCHITECTS, INTERIOR & FURNITURE DESIGNERS
419, RADISSON SUITES,
BLOCK - B, SUSHANT LOK, PHASE - 1.
Tel : +91124-4106570, Mob : +91-9818212622
E-mail : mithila@m-atelier.biz, Web : www.m-atelier.biz
