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

AIM OF THE PROJECT

To the sketch a G+1 floor resindential plan vaastu shastra and to list down the names of structural drawings required to be provided to the site for construction.

To assume the size of structural elements (column,beam,slab) and to calculate the loads from the mwmbers as per IS code

GROUND FLOOR

6

DIMENSIONS ARE IN METERS

DIMENSIONS OF GROUND FLOOR PLAN

Living room = 3.60 x 5.85m

Kitchen room = 3.60m x 3m

Dining room = 3m x 3m

Mater bedroom = 4.3m x 3m

Bedroom = 3m x 4.5m

toilet = 2.4m x 1.2m

Bath = 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 = 3.25 x 1.2m

Bath = 2.4m x 12m

wc = 1.2m x 1m

OTHER DIMENSIONS

• Thicness of internal wall = 0.15m
• Thickness of external wall = 0.23m
• Thickness of slab= 0.25m
• Dimensions of column = 0.3m x 0.3m
• Dmensions of beam = 0.3m x 0.45m
• Height of the wall of each floor = 3m

VAASTU 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 directon brings good health and prosperity
• Kitchen is plced in south east direction
• Study room is placed in east direction
• Staircases is placed at north west corner
• Bathroom WC and toilet is placed in west direction

CONCEPT OF VAASTU

LIST OF DRAWING PROVIDED AT THE CONSTRUCTION PROJECT

• Center line drawing
• Footing and column layout with reinforcement details
• Colun schedule with reinforcement details
• Plinth beam layout with reference details
• First floor beam layout with reinforcement details
• Lift the pit and head from reinforcement detauls
• centre line drwaing
• Floor plans
• Foundation plan
• Design drawings
• Block plan
• reaf slab layout
• Column layout
• Site plans
• Column layout
• Spectic tan design
• Overhead water tank design
• Plinth beam sections
• Flooring plan
• Funiture plan
• Road drainage plan
• Setting out plan
• Section drawings of buildings
• Plumbing details
• Electrication details

(A).CALCULATION OF LOADS

1. DEAD LOAD OF COLUMN

Determine of column = 0.3 x 0.3 (300mm x 300mm)

Height of column = (slab thickness x 2) + (Height of wall for each x 2) = (0.2 x 2) + (3 x 2) =6.5m

Total volume of concrete = 0.3 x 0.3 x 6.5 = 0.585m^3

Unit weight of RCC = 25KN/m3

Unit weight of building materials used in construction works as per IS 875 (PART-1)

Dead load of column = 25 x 0.585 = 14.62KN

2. DEAD LOAD OF BEAMS

Dimensions of beam = 0.3m x 0.45m

Total volume of concrete = 0.3 x 0.45 x 1 = 0.135m3

Unit weght 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 1m

hence assume size of slab as 1m x 1m

Thickness of slab = 0.25m

Density of RCC = 25 KN/m3

self weight pf slab = 1 x 1 x 0.25 x 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/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

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

(B). LIVE LOAD CALCULATION

Accoding to IS 875 part2

Bed room = 2KN/m2

Living room = 2KN/m2

Bath = 2N/m2

Terrace = 3KN/m2

Toilet = 2KN/m2

Staircases = 3KN/m2

Study room = 2KN/m2

Kitchen = 2KN/m2

(C) WIND LOAD CALCULATION

Wind load is designed only when the height of the building exceeds 10m

The heights of designed builing is 6.5m 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.part1 for dead load
• IS 875:1987.part2 for live load
• IS 875:1987.part3 for wind load
• IS 456:2000.part4 for reinforced concrete

RESULT

• The plan is prepred by the vaastu shastra concept considering all the principles and cinsideration of vaastu shastra
• The load calculation are done as per the IS code consideration