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:
     FOOTING: 50 MM
     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.
