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

Aim : To sketch G+1 residential plan according to vaastu shastra and calculate loads as per IS code Introduction of project

Introduction of project : Ground floor entrance is provided in north direction with a carpet area of 1200 sq ft and First floor entrance is provided in north east side

Room&Dimensions

1. Living room 28' X 18' Sq Ft
   
2. Bed Room with Bathroom 14' X 12' Sq Ft & 6' X 4' Sq Ft
3. Bed Room with Bathroom 14' X 12' Sq Ft & 6' X 4' Sq Ft
4. Kitchen 12' X12' Sq Ft
5. Dining Area 14' X 12' Sq Ft
6. Pooja Room 6' X 4' Sq Ft
7. Bed Room with Bathroom 14' X 12' Sq Ft & 6' X 4' Sq Ft
8. Store Room 12' X 12 ' Sq Ft
9. Guest Room 10' X 10'Sq Ft
10. terrace 13' X 12'Sq Ft
11. Bathroom near Terrace 6' X 5' Sq Ft

Ground Floor:

Living room is provided at North west
Main Bedroom is Provided at South west
Another Bedroom is provided at North east
Kitchen is provided at South East
Dining hall was provided in between the M Bedroom and kitchen
Staircase was provided for 1st floor was North east

First floor :

Bedroom is provided at north east direction
Store room is provided at south east direction
Guest room was provided at South direction
Terrace was provided at South west direction

Structural drawing required to be provided to the site for construction :

Centre line drawing
Footing and column layout with reinforcement details
Column schedule with reinforcement details
Plinth beam layout with reinforcement details
Ground floor beam layout with reinforcement details
Ground floor slab layout with reinforcement details
First floor beam layout with reinforcement details
First floor slab layout with reinforcement details
Over head tank details

Assumed dimensions

Height of each floor 4 m
Dimension of column : 0.3 m x 0.3 m
Dimension of beam : 0.3 m x 0.45 m
Thickness of slab : 0.125 m
Thickness of internal walls : 0.12 m
Thickness of exterior walls : 0.23 m
Height of column 3.875 m

Load calculations :

Dead Loads :

Dead load of column :
Height of column 3.875 m
Dead load of each column = 0.3 x 0.3 x 3.875 x 25 = 8.71875 KN

Dead load of slab :
Thickness of slab = 0.125 m
Dead load of each slab = 0.125 x 25 = 3.125 KN/m2

Dead load of each beam : 0.3 x 0.45 x 25 = 3.375 KN/m

Live loads :

Living room : 2KN/m^2
Bathroom : 2KN/m^2
Kitchen : 2KN/m^2
Pooja room : 2KN/m^2
Terrance : 3KN/m^2
Balcony : 3KN/m^2

Wind loads :

Height of residential building is below 10m height so windload was not considered

Result

The present residential building consists 3BHk which are designed according to vaastu shastra and the load calculations are estimated according IS codes.