Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
AIM OF THE PROJECT...........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.
Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the members as per IS cod
GROUND FLOOR PLAN
Dimensions of ground floor plan....
Living room. 3.60×5.85m
Kitchen room. 3.60×3m
Dining room. 3×3m
Master bedroom . 4.3×3m
Bed room 3m×4.5m
Toilet. 3.25×1.2m
Bathroom. 2.4×1.2m
WC. 1.2×1 m
FIRST FLOOR PLAN.......
Dimensions of first floor plan......
Guest room 4.3×3m
Study room. 3×3m
Bedroom.3×4.5m
Toilet. 3.25×1.2m
Bath . 2.4 m× 1.2m
WC. 1.2× 1m.
OTHER DIMENSIONS....
Thickness of internal wall - 0.15m(150mm)
Thickness of external wall - .23m(230mm)
Thickness of slab. - .25m (250mm)
Dimensions of columns. - .3×.3m
Dimensions of beam. - .3×.45m
Height of the wall of beam floor - 3m.
VASTU SHASTRA FOLLOWED DURING PLANNING
* Entrance of the house is provided in the east direction which is the symbol of programs in life.
* Living room is placed in North East direction.
* Master bedroom ia placed in southwest position this direction bring good health and property.
* Kitchen is placed in southeast direction.
* Study room is placed in east direction.
* Staircase is placed at northwestern is placed in west direction.
Bathroom,WC and toilet is placed in west direction.
LIST OF DRAWING PROVIDED AT THE CONSTRUCTION PROJECT...................
* centre line drawing
* Fotting and column layout with reinforcement details
* Columns schedule with reinforcement details.
Plinth beam layout with reinforcement details
First floor beam layout with reinforcement details
Left lit and head room reinforcement details
Centre line drawing
Floor plans
Foundation plan
Design drawing
Block plans
Roof slab layout
Column layout
Site plans
Column section
Septic tank design
Overhand water tank design..
Plinth beam section
Flooring plans
Furniture plans
Road drawing plans
Settings out plans
Sections drawing of building
Plumbing details
Electrication details....
CALCULATION OF DEAD LOAD...............
Dead load of column
Dimensions of columns .3×.3
Height of the column 6.5m
Total vol.of concrete= .585m3
Unit weight of columns= 25×.585= 14.62kN
Dead load of beams.....
Dimensions of beam= .3×.45m
Total volume of concrete= .3×.45×1
= .135m3
Unit weight of RCC= 25kN/m3
Dead load of beams= 3.37kN.
DEAD LOAD OF SLAB....................
Thickness of slab= .25m
Density of RCC= 25kN/m3
Self weight of slab= 6.25 kN
DEAD LOAD OF WALL...............
dead load of external wall...
Thickness of external wall= .23m
Unit weight of brick wall= 20kN/m3
Height of wall= 3m.
Load wall on beam= 13.8 kN.
Dead load of internal wall.
Thickness of internal wall = .15 m
Unit of weight of brick wall = 20kN
Height of wall= 3m.
Load of wall on beam = 9kN.
LIVE LOAD CALCULATION.............
ACCORDING TO IS 876 PART 2
bed room= 2kN/M2
Living room = 2kN/M2
Bath= 2kN/M2
Terrace= 3kN /M2
Toilet= 2kN/M2
Staircase= 3kN/M2
Study room= 2kN/M2
Kitchen= 2kN/M2.
WIND LOAD CALCULATION..........
Wind load designed only when the height of the building exceeded 10m.the height of designation building is 6.5m. which is less than 10m. So that cal of wind load is not required
IS : 1987- part 1 dead load
IS:. 1987 PART 2: LIVE LOAD
IS :. 1987 PART 3: WIND LOAD.
IS:. 456- 2000: REINFORCEMENT CONCRETE
Results.............
The plan is prepared by the vaastu shastra concept consistening all the principles and consideration of Vastu shastra..
The load cal.are done as per the IS code consideration..