Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
AIM -
- G+1 residential plan by using vastu shastra
- G+1 floor drawing
- Load calculation of structural members beam ,slab and column - dead load ,live load , wind load
Ground floor plan -
Dimensions of ground floor plan
Living room - 3.60m x 5.85m
Kitchen room - 3.6m x 3m
Dinning room - 3m x 3m
Master room - 4.3m x 3m
Bedroom - 3m x 4.5m
Toilet - 3.25m x 1.2m
Bath - 2.4m x 1.2m
WC - 1.2m x 1m
First floor plan
Dimensions of first floor plan -
Guest room - 4.3m x 3m
Study room - 3m x 3m
Bedroom - 3m x4.5m
Toilet - 3.25mx 1.2m
Bath - 2.4m x 1.2m
WC - 1.2m x 1m
Other dimensions
- thickness of internal wall - 0.15 m ( 150mm )
- thickness of external wall - 0.23 m ( 230mm)
- thickness of slab - 0.25 m
- dimensions of column - 0.3m x 0.3m
- Dimensions of deam - 0.3m x 0.45m
HT of wall for. Each floor - 3m
Vastu shastra followed during planning
- Entrance of the house is provided in the east direction which is the symbol of progress in life.
- Living room is placed in north east side .
- Master bedroom is placed in south west position this direction brings good health and prosperity.
- Kitchen is placed in south east direction.
- Study room is placed in east direction.
- Staircase is placed at northwest corner .
- Bathroom ,WC and toilet placed in west direction.
Concept of vaastu-
List of drawings provided at the construction project.
- Centre line drawing.
- Footing and column layout with reinforcement details.
- Column schedule with reinforcement details.
- Plinth beam layout with reinforcement details
- First floor beam layout with reinforcement details.
- Lift pit and head room reinforcement details
- Centre line DWG.
- Floor plan
- Foundation plan
- Design drawing
- Block plan
- Roof slab layout
- Column layout
- Site plan.
- Column section
- Septic tank design overhead water tank Design
- Plinth beam section
- Flooring plan
- Furniture plan
- Road drainage plan
- Setting out plan
- Section drawing of building
- Plumbing details
- Electrification details
- MEP drawings
- Noc related DWG. Like fire ,HVAC etc.
Calculation of loads ,
1- Dead load of columns-
Dimensions of column = 0.3mx 0.3m(300mm x 300mm)
Height of column = (slab thickness X2 ) + ( height of wall for each floor x 2 )
= ( 0.25 x 2) + ( 3 x 2 ) = 6.5 m
Total volume of concrete - 0.3 x 0.3 x 6.5 = 0.585m3
Unit weight of RCC - 25 KN / M3
Unit weight of building materials used in construction work as per IS 875( part-1)
Dead load of columns= 25 X 0.585= 14.62kN
2- Dead load of beams-
Dimensions of column = 0.3m x 0.45m(300mm x 450mm)
Total volume of concrete - 0.3 x 0.45 x 1 = 0.135m3
Unit weight of RCC - 25 KN / M3
Unit weight of building materials used in construction work as per IS 875( part-1)
Dead load of columns= 25 X 0.135= 3.37KN
3- Dead load of slab -
Slab always designed for the span of 1m
Hence assume size of slab 1m X 1m.
Thickness of slab - 0. 25 m
Unit weight of RCC - 25 KN / M3
Self weight of slab - 1 X1 x 0.25 x 25 = 6.25 KN
- Dead load of wall-
Dead load of external wall
Thickness of external wall - 0. 23 m(230mm)
Unit weight of brick wall - 20 KN / M3
Unit weight of building materials used in construction works as per IS 875 ( part 1)
Height of wall - 3m
Load of wall on beam = 3m x 0.23m x 20 = 13.8 KN .
Dead load of Internal wall
Thickness of external wall - 0. 15 m(150mm)
Unit weight of brick wall - 20 KN / M3
Unit weight of building materials used in construction works as per IS 875 ( part 1)
Height of wall - 3m
Load of wall on beam = 3m x 0.15m x 20 = 9 KN .
- live load of calculation
- Bed room -2 kn /M2
- Living room - 2 kN /M2
- Bath - 2 kN /M2
- Terrace -3kN /M2
- Toilet - 2 kN /M2
- Staircase - 3kN /M2
- Study room - 2KN /M2
- Kitchen - 2kN /M2
- Wind load calculation
Wind load is design only when height of building exceeds 10m
The height of designed building is 6.5 m which is less than 10m
So, the calculation of wind load is not required.
Reference and IS codes used for the design
IS 875:1987,part 1 for Dead load
IS 875 :1987,part 2 for live load
Is 875:1987, part 3 for wind load
IS 456: 2000, for Reinforced concrete.
Results -
- The plan is prepared by using Vastu shastra concept considered all the principal.
- The load calculation are done as per the IS code .