1.  ALL DIMENSIONS ARE IN MM & LEVELS IN M UNLESS NOTED
    OTHERWISE.
2.  CONCRETE SHALL BE M20 AS PER IS:456.
3.  R/F SHALL BE H.Y.D. BARS OF GRADE Fe 415 CONFIRMING TO
    IS:1786.
4.  CLEAR COVER TO R/F SHALL BE AS FOLLOWS:
    COLUMNS & PEDESTALS: 40 MM
5.  CONCRETE SHALL BE MECHANICALLY MIXED & VIBRATED.
6.  SPLICING OF BARS SHALL NOT BE MORE THAN 50% AT ANY
    LOCATION.
7.  PROPER CURING OF CONCRETE SHALL BE DONE.
8.  BENDING OF BARS SHALL BE AS PER IS:2502.
9.  MINOR ADJUSTMENTS/ MODIFICATION MAY BE DONE TO SUIT AT
    SITE IN CONSULTATION WITH SITE ENGINEER.
10. LAP LENGTH SHALL BE 57 TIMES BAR DIA. FOR L-SHAPE &    
    U-SHAPE BARS.
