1. 3 slabs to be designed, taking 3N/mm2 as dead load and 1.5 N/mm2 as live load.
2. Columns to be fixed at appropriate locations and designed.
3. Footings will be designed as specified.
4. Architectural views will be considered.
5. Seperate drawings will be provided for architectural views, plan, columns, beams, slab and footings