1 2 3 4 5 6 7 8 9 10 11
23772
5645 5113 2262 5370 5382
2217 17669 1943
6000
414
A
498
570
5900
1298
150
228 1419 420
150 1642 149 2970 150 1654 150
2700
1977
4269
1310
150 1485
2859
542 1286 389 230
250TK SLAB
230
3806
715 150 2990 148
250TK SLAB
6000
5379
5900
150
4036
3575
151
2161
6000
1543
C
230
506
C' 150 2972 150
OTS 1638
150
125TK SLAB
313
3816
2661
2236
389 1293
5900
230
6908
6908
D
1952 150 3084 150 OTS 6000
1111
D' 125TK SLAB
3322
3584
5900
250TK SLAB
E
230
150 2973 150 1800
31476
150 1484
150
150
125TK SLAB
3350
3993
3535
5900
2552
2669
F 5900
OTS LIFT
230
F'
1669
OTS OTS
880
880
8425
G
2670
2670
2441
4810
4807
125TK SLAB
3669
150
150
150
389 1293 150 2971 150
150 2970 150
230
230
5900
125TK SLAB 125TK SLAB
3579
3689
3691
3230
I
230
150 2979 150
125TK SLAB 150 2975 150
150
153
3992
3882
3881
125TK SLAB
2245
2242
J
429
12745 5382
TYPICAL FLOOR FRAMING PLAN
5B 1 : 55
PROJECT -: STRUCTURAL CONSULTANT -:
GENERAL NOTES; ARCHITECT -: ES STRUCTURAL CONSULTANT
Mr Selva Kumar residence 1.STRUCTURAL DRAWINGS SHALL BE 4.CONCRETE GRADE: B167, 12th cross street, Jawahar Nagar,
- Madurai READ IN CONJUNCTION WITH
RELEVANT ARCHITECTURAL AND
1.
2.
COLUMN
BEAM
- M40
- M30
Palayamkottai, Tirunelveli-627007
SERVICES DRAWINGS. 3. WALL - M30 Tel.No:0462 2553764/4950764
2.DO NOT SCALE. FOLLOW WRITTEN 4. SLAB - M30
DIMENSIONS ONLY. ALL DIMENSIONS 5. FOUNDATION - M30
ARE IN MM. UNLESS OTHERWISE 5.DEVELOPMENT LENGTH (Ld) :
SPECIFIED. 50d (50xDIA)
1.COVER
1. COLUMN (<230) -25 MM 6.REINFORCED STEEL SHALL BE CLIENT -: JOB NO : ESP23045 DRAWN BY:- ELA
DRAWING TITLE -: COLUMN (>=230) -40MM TMT BARS OF GRADE Fe500
2. BEAM -25 MM CONFORMING TO IS 1786-2008 0 27-12-24 FOR APPROVALPRC PRC PRC
DATE : 27-12-24 SHEET SIZE:- A1
3. SLAB -20 MM
TYPICAL FLOOR FRAMING PLAN 4. FOOTING 7.SBC=230KN/m2 UPTO A DEPTH
BOTTOM -50MM OF 3M AND SBC=400KN/m2 Rev Date Description Chkd Appd. SHEET NO : ES-PL-05B REV.NO:- 0
SIDE -75MM BEYOND 3M FROM EGL AS PER
SOIL REPORT REVISION SCHEDULE SCALE : 1 : 55 LEVEL :
