Should be simple for fabrication and placing
Check spacing for crack control – maximum spacing
Minimum spacing for concrete placing
Check for splicing requirements and development length
Special care for section of varying depth and sloped slabs
Care for corner joints, beam column junction, openings etc.
Detailing for gravity loads is different from the lateral loads especially for the SEISMIC FORCES.
Apart from the detailing for the above there is a different detailing required for the rehabilitation and strengthening of damaged structures.
Detailing codes SP16 and IS456-2000.
EQ code is 13920 as required for seismic forces.