NOTES:-

1. TYPE OF STRUCTURE :- RCC FRAME

B1 300X300 B1 300X300 STRUCTURE.
C1 C1 C1 C1 2. FOUNDATION ARE DESIGNED FOR 300 Ø PILE

350

350
FOR A DEPTH OF 3.0MT.
P1 P1 P1 P1 3. CONCRETE GRADE R.C.C : M25 FOR PILE &
3300 3300
GROUND BEAM AND M20 FOR COLUMN,
UNLESS SPECIFIED.
PLAN 4. CEMENT FOR R.C.C. WORK:- 53 GRADE
CEMENT.
5. REINFORCEMENT :- HYSD/TMT STEEL Fe500 (#):
C1 C1 C1 C1
1600 IS : 1786-2011.
6. NOMINAL COVER TO REINFORCEMENT :
6.1. PILE : 50 MM
6.2. COLUMNS : 40 MM
2000 MAX.

M20 6.3. PLINTH BEAM : 38 MM

7. NOMINAL COVER SHALL BE MEASURED FROM
STIRRUPS.
8. ALL DIMENSIONS ARE IN MILLIMETER UNLESS
3-12# THRU OTHERWISE SPECIFICALLY STATED.
9. ALL DIMENSIONS ARE TO BE READ AND NOT
450

OGL TO BE MEASURED.
10. FOR CENTER LINE DIMENSION, REFER
3-12# THRU M20 ARCHITECTURAL DRAWINGS OF THE PROJECT.
8#@150 C/C 8#@150 C/C 8#@150 C/C 8#@150 C/C 8#@150 C/C 11. ANY DISCREPANCY , IF FOUND, SHALL BE
B1 350X450 B1 350X450 B1 350X450 B1 350X450 B1 350X450
BROUGHT TO THE NOTICE OF STRUCTURAL
ENGINEER WELL BEFORE EXECUTION.
12. STRUCTURAL ENGINEER IS NOT RESPONSIBLE
FOR CENTERING,SHUTTERING, QUALITY OF
3000

M25
CONSTRUCTION MATERIAL AND WRONG
INTERPRETATION OF DRAWINGS.
13. THE SITE ENGINEER OR SITE IN CHARGE
SHALL BE FULLY RESPONSIBLE FOR ALL
EXECUTION WORK AT SITE.
75

P1 P1 P1 P1

SECTION

300
6-12#
350
4-12#
350

8#@150 C/C
RINGS 8#@150 C/C
RINGS

PILE (P1)
M25 COLUMN (C1)
M20