Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Ans:
GROUND FLOOR PLAN
(DIMENSION ARE IN METERS)
DIMENTION OF GROUND FLOOR PLAN
Living room -4*5.15
Master bedroom -4.6*3.4
Bedroom -3.6*4
Kitchen -4*3.4
Dinning -3*3.4
toilet -3.25*1.2,1.8*2.4
Wc -1.8*1.6
FIRST FLOOR PLAN
(Dimension are in meters)
DIMENTION OF FIRST FLOOR PLAN
STUDY ROOM -3.6*3.6
BED ROOM -4.5*3.6
GUEST ROOM -3.6*3.6
TOILET -2*1.2
BATH -1.2*3
OTHER DIMENTION
-Thickness of internal wall - 0.15m
-Thickness of externall wall - 0.23m
-Thickness of slab - 0.25m
-Dimension of column - 0.3m*0.3m
-Dimension of beam - 0.3m*0.45m
-Height of the wall of each floor - 3m
VASTU SASTHRA FOLLOWED DURING PLANNING IS-
-Entrance of the house is provided in the east direction which is symbol of progress in life.
-Living room placed in north west direction.
-Master bedroom is placed in south west which direction is dymbol of brings good health and prospority.
-Kitchen is placed in south east direction.
-Study room placed in east direction.
-Staircase iss placed in northwest corner.
-Toilet,Bath in placed in west direction.
LIST OF DRAWINGS PROVIDED AT THE CONSTRUCTION PROJECT
-Center line drawing.
-Footing and column layout with reinforcement details.
-Column schedule with reinforcement details.
-Plinth beam layout with reinforcement detailss.
-First floor beam layout with reinforcement details.
-Lift pit and head room reinforcement details.
-Center line drawing.
-Floor plans.
-Foundation plan.
-Design drawing.
-Block plan.
-Roof slab layout.
-Column layout.
-Site plans.
-Column sections.
-Septic tank design.
-Overhead water tank design.
-Plinth beam sections.
-Flooring plan.
-Furniture plan.
-Road drainage plan.
-Setting out plan.
-Section drawing of buildings.
-Plumbing detail.
-Electrification details.
CALCULATION OF LOADS-
(A)DEAD LOAD CALCULATIONS
1.Dead load of columns-Dimension of column =0.25m*0.3m
Height of column = (slab thickness*2)+(Height of wall for each floor*2)= (0.25*2)+(3*2)=6.5
Total volume of concrete =0.25*0.3*6.5=0.4875m^3
Unit weight of RCC=25KN/m^3
Unit weight of building materials used in construction work 0.3*0.45as per IS 875 {PART-1}
Dead load of column = 25*0.4875 =12.18 KN.
2.Dead load of beams-
Dimension of beam=0.3m*0.45m
Total volum of concrete =0.3*0.45*1=0.135m^3
Unit weight of RCC = 25KN/m^3
Unit weight of building materials used in construction works as per IS 875{PART-1}
Dead load of beam = 25*0.135=3.375KN
3.Dead load of slab-
Slab is always dessigned for the span of 1m.
Hence assume size of slab as 1m*1m
Thickness of slab=0.25m
Density of RCC =25KN/m^3
Self-weight of slab =1*1*0.25*25=6.25KN
4.Dead load of walls
Dead load of external wall
Thickness of external wall =0.23m
Unit weight of brick wall =20KN/m^3
Unit weight of building materials used in construction works as per IS 875 (PART-1)
Height of wall =3m
Load of wall on beam = 3*0.23*20 =13.8KN
-DEAD LOAD OF INTERNAL WALL
Thickness of internal wall =0.15m.
Unit weight of brick wall =20KN/ m^3
Unit weight of building materials used in construction works as per IS 875 (PART-1)
Height of wall= 3m
Load of wall on beam = 3*0.15*20=9KN.
(B).LIVE LOAD CALCULATIONS-
(According to IS 875 Part 2)
Bed room =2KN/m^2
Living room=2KN/m^2
Bath =2KN/m^2
Terrace =3KN/m^2
Toilet =2KN/m^2
Staircase =3KN/m^2
Study room=2KN/m^2
Kitchen =2KN/m^2
(C).WIND LOAD CALCULATION-
Wind load is designed only when the height of the building exceeds 10m.
The height of designed building is 6.5m which is less than 10m.
So,the calculation of wind load is not required.
References 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 the vaastu shastra concept considering all the principles and considerations of vaastu shastra
-The load calculations are done as per the IS code considerations.