All building including in this proposal a re designed for the following loa d.

Design Dead Load (kN/m2) = Self weight of Building
Design Live Load (kN/m2) on Roof = 0.57
Design Live Load (kN/m2) on Mezzanine Floor = As Per Floor Occupancy
Collateral Load (kN/m²) = As per Requierment
Wind Speed (kmph) = Depends on wind zone
Earthquake Zone (Z= ) = Depends on earthquake zone
Exposure Type = A/B/C
Structural Importance Factor (I) = As Per Building Occupancy