Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
ANS = AIM OF PROJECT
To sketch a G +1 floor residental plan according to vastu shashtra and to list down the names of structural drawings required to be provide to the site for construction.
DIMENSION OF GROUND FLOOR PLAN
Living room = 3.60m x 5.85m
Kitchen room = 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
Bath = 2.4m x 1.2m
wc = 1.2m x 1m
DIMENSION 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 1m
OTHER DIMENSION
# Thickness oof internall wall = 0.15m (150mm)
# Thickness of external wall = 0.23m (230mm)
# Thickness of slab = O.25m (250mm)
# Dimension of column = 0.3m x 0.3m
# Dimension of beam = 0.3m x 0.45m
# Height of the wall of each floor = 3m
VASTU SHASHTRA 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 .
LIST OF DRAWING PROVIDED AT THE CONSTRUCTION PROJECT
# Centre line drawig .
# Footing and column layout with reinforcement details.
# coulmns schedule with reinforcement details.
# Plinth beam layout with reinforcement details .
# First floor beam layout with reinforcement details.
# Lift pit and head room reinforcemen details .
# Centre line drawing .
# Floor plans .
# Block Plan.
# Flooring plan .
# Furniture plan .
# Plumbing details
# Road drainage plan.
CALCULATION OF LOADS
A ) DEAD LOAD CALCULATIONS
1Dead load of columns = Dimension of column = 0.3m x 0.3m (300mm x 300mm)
Height of column = ( slab thickness x 2) + ( height of wall for each floor x 2 ) = ( 0.25 x 2 ) + ( 3 x 2 ) = 6.5m
Total vol of concrete = 0.3 x 0.3 x 6.5 = 0.585m3
Dead load of column = 25 x 0.585 = 14 .62 kn
DEAD LOAD OF BEAMS
Dimension of beam = 0.3m x 0.45m
Total vol of concrete = 0.3 x 0.45 x 1 = 0.135 m3
unit weight of rcc = 25 kn /m3
Dead load of beam = 25 x 0.135 = 3.375kn
B ) LIVE LOAD CALCULATION
( According to IS 875 part 2 )
Bed room = 2kn/m2
Living room = 2kn/m2
Bath = 2kn/m2
Toilet = 2kn/m2
Terrace = 3kn/m2
Stair case = 3kn/m2
Kitchen = 2kn /m2
C) WIND LOAD CALCULATION
Wind load is designed only when the height of the building ecceed 10m .
The height of designed building is 6.5m which is less than 10m .
so, the calculation of wind load is not required .
Reference and IS code 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
RESULT
The plan is prepared by the vastu shastra concept considering all the priciples and considerations of vaastu shashra
The load calculation are do ne as per the IS code considerations.