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

Aim of the project-

To Sketch a G+1 floor residential plan, according to Vaastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction.

To assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the members as per IS code.

Ground floor Plan-

(All Dnension are in meters)

Dimension of Ground Floor Plans-

Living room-3.60m x 5.85m

kitchen-3.60m x 3m

Dining room-3m x 3m

Master bedroom-4.3m x 3m

Bedroom-3m x 4.5m

Toilet-3.25m x 1.2m

Bathroom-2.4m x 1.2m

WC-1.2m x 1m

First Floor Plan-

(Dimensions are in Meters)

Dimensions of First Floor Plan-

Guest room- 4.3m X 3m,

Study room- 3m X 3m
Bedroom- 3m X 4.5m.

Toilet- 3.25m X 1.2m

Bath- 2.4m X 1.2m

WC- 1.2m X Im

Other dimensions

“Thickness of internal wall- 0.15m (150mm)
“Thickness of external wall- 0.23m (230mm)
“Thickness of slab- 0.25m (250mm)
-Dimensions of column — 0.3m X 0.3m
-Dimensions of beam-0.3m X 0.45m

Height of the wall of each floor- 3m

Vastu Shastra followed during planning is-

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 direction.

* 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 is placed in West direction.

List of drawings provided atthe construction project
Centre ine dawing.

Footing and column layout with enforcement details.
Column schedule with reinforcement detail

-Plinth beam layout with enforcement details.

-First floor beam layout with enforcement details.
-Liftpitand head room reinforcement details.

-Centre lne drawing.

-Floor plans.

-Foundation plan.

-Design drawings.

-Block plan

-Roof slab layout

-Column layout

-Septictank design
-Overhead water tank design
-Plinth beam sections
-Flooring plan.

-Furniture plan

-Road drainage plan.

-Setting out plan“-Section drawings of buildings.
-Plumbing deta:
-Electifcation details.

Calculation of loads-

(A). Dead load Calculations
      1. Dead load of columns-

Dimension of colurmn= 0.3m X 0.3m (300mm X 300mm)

Height of columns (Slab thickness X 2) + (Height of wall for each floor X 2)
= (0.25X2)+(3X2)=6.5m

Total volume of concrete = 0.3 X 0.3 X 6.5 = 0.585m3.

Unit weight of RCC= 25KN/m3,
Unit Weight of Building Materials used in construction works as per IS 875 (Part-1)

Dead load of columns 25 X 0.585=14.62KN.

2. Dead load of beams~

Dimension of beamn= 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= 25KN/m3,

Unit Weight of Building Materials used in construction works as per IS 875 (Part-1)

Dead load of beam 25 X 0.135-3.375KN

3. Dead load of slab-

Slab is always designed for the span of im.

Hence assume size of slab as Im X Im.

Thickness of slab= 0.25m

Density of RCC= 25KN/m3.

Self-weight of slab= 1X 1X 0.25 X 25= 6.25KN.

4. Dead load of walls

Dead load of external wall

Thickness of External wall = 0.23m. (230mm)

Unit weight of brick wall= 2OKN/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= 3 X 0.23 X 20 13.8KN.

Dead load of internal wall

Thickness of Internal wall = 0.15m. (150mm)

Unit weight of brick wall= 2OKN/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= 3 X 0.15 X 20 9KN.

(8). Live load calculations

(According to IS 875 Part 2)

Bed room= 2KN/m2

Living room 2KN/m2

Bath=2KN/m2

Terrace = 3KN/m2

Toilet= 2kN/m2

Staircase= 3KN/m2

Study rome 2KN/m2

Kitchen= 2KN/m2

(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
1S 875:1987, Part 1 for Dead load

1S 875:1987, Part 2 for Live load

1S 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.