Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

Column diamenstion is 300*450 mm 

Beam diamenstion is  230*400 mm

Slab thickness is 125 mm 

Dead load of columns :- 0.300*0.450*3= 1.5 kn/m2 

Self wright of columns is 1.5*25= 30.5 n/mm2

Dead load of beams :- .230*.400*1 = 0.092 kn/mm2

Self wright of beam :- 0.092*25= 2.3 kn 

Dead load of slab :- 1*1*0 .125:- 0.125kn/mm2

Self weight of slab :- 0.125*25 = 3.125 kn

Self weight of wall :- 4*3*0.230 :-2.76

       2.76*20 = 55.2 kn

Structural drawings required

1) center line plan 

2) foundation plan 

3) working drawing

4) column and beam reinforcement details

5) stairs reinforcement details

6) section of drawing