ISSUED FOR:- CONSTRUCTION ONLY
SPACER ROD
MIN DIA-Y20 1st LAYER 2nd LAYER GENERALTECHNICALNOTES:-
2nd LAYER
SPAN-L3 SPAN-L1 SPAN-L2 SPAN-L3 SPAN-L2 SPAN-L1
1.0 ALL DIMENSIONS ARE IN FEET & INCHES
L1/4 (or) L2/4 (or) LEVELS ARE IN FEET & INCHES.
L1/4 L2/4 L2/4 L1/4
2" L3 2" L3 2" 2.0 GRADE:-
Ld
LEFT RIGHT
ALL CONCRETE - M20 (1:1.5:3),
D
LEFT MIDDLE RIGHT LEFT MIDDLE RIGHT HAND MIX - M20(1:1.5:3), (or)
D
D
CANTILEVER CANTILEVER
Ld RMC - M25(1:1:2),
L1/6 L1/6 L2/6 L2/6 STEEL - FE 550d.
D D D D 3.0 COVER:-
2nd LAYER 1st LAYER 2nd LAYER 1st LAYER VARYING BEAM DEPTH FOOTING-2",COLUMN-1.5",BEAM-1", SLAB-34",
TYPICAL LONGITUDINAL BEAM SECTION DETAILS RC WALL-1.5", WAIST SLAB-34".
4.0 DESIGNED:-
BUILDING DESIGN - G+1 ONLY.
STRUCTURAL DETAILED DRAWING-G+1 ONLY.
LEVELS
2'-0"
5'-0"
SPAN-L2 SPAN-L1
3'-0"
2"
L2/4 L1/4 Ld
2"
Ld NOTE:
IA
D
8*D
1. DISCREPANY, CONFLICTS OR ERROR , IF ANY
8*DIA
FOUND ANY IN THE DRAWING SHALL BE
Ld
BROUGHT TO THE NOTICE OF THE ARCHITECT
S4
LATERAL TIE DETAILS PRIOR TO COMMENCEMENT OF WORK.
S2 S4 ANCHOR REINFORCEMENT
VARYING BEAM DEPTH DETAILS FOR END BEAM 2. COVER BLOCKS SHALL BE USED AS COVER
WITH M20 GRADE
3. THIS DRAWING IS NOT TO BE SCALED
SPAN-L SPAN-L2
LEFT RIGHT
4. FINISHED LEVELS AS PER SITE ENGINEER'S
CB1
RIGHT
RIGHT
MIDDLE INSTRUCTION.
S1 S2 L1/6 L1/4 L2/3
BUILDING BEAM
MIDDLE
MIDDLE
PROPOSED RESIDENTIAL BUILDING AT KOVUR,
TYPICAL ROOF SLAB REINFORCEMENT DETAILS CHENNAI.
LEFT
LEFT
MIDDLE
S2
COMPRESSION LEFT RIGHT
LAP=24*DIA Mr.
BUILDING BEAM
1.3*LAP DIRECTION OF BEAM ARRANGEMENT
TENSION
ARCHITECTSANDPROMOTERS-
LAP=30*DIA
BEAM REINFORCEMENT LAPPING
S3 STAIRCASE 17.05.2025
C.S.L.N ST-07
SLAB SCHEDULE:- S.PS
-
SLAB NAME TYPE OF SLAB THICKNESS SHORTER DIRECTION LONGER DIRECTION
S1 TWO WAY SALB 0'-5" Y10 - 6"C/C Y10 - 6"C/C
S2 ONE WAY SLAB 0'-5" Y10- 6" C/C Y8 - 6 "C/C
FIRST FLOOR ROOF SLAB LAYOUT (STRUCTURAL
WORKING DRAWINGS)
S3 TWO WAY SALB 0'-5" Y10- 6" C/C Y8 - 6 "C/C
S
S4 TWO WAY SLAB 0'-5" Y8 - 6" C/C Y8 -6" C/C
FIRST FLOOR ROOF SLAB LAYOUT
ISSUED FOR:- CONSTRUCTION ONLY
