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

DIMENSIONS OF GROUND FLOOR PLAN:

LIVING ROOM = 4.2 X 4 SQM

BED ROOM = 6 X 4 SQM

DINING ROOM = 4 X 3 SQM

KITCHEN = 4 X 3.8SQM

STORE ROOM = 3.6 X 2.8 SQM

POOJA ROOM = 3.4 X 3.2 SQM

STUDY ROOM = 5 X 2.8 SQM

GUEST ROOM = 5 X 2.8 SQM

TOILET AREA = 3.2 X 3.2 SQM

PARKING AREA = 7 X 4.2 SQM

DIMENSIONS OF FIRST FLOOR PLAN:

BED ROOM 1 = 6 X 4 SQM

BED ROOM 2 = 6 X 4 SQM

STUDY ROOM = 3.6 X 2.8 SQM

TOILET AREA = 3.2 X 3.2 SQM

OTHER DIMENSIONS :

THICKNESS OF EXTERNAL/INTERNAL WALL = 0.23 M

THICKNESS OF SLAB = 0.2 M

DIMENSION OF COLUMN = 0.3 X 0.3 SQM

DIMENSION OF BEAM = 0.3 X 0.45 SQM

HEIGHT OF WALL OF GROUND FLOOR = 4 M

HEIGHT OF WALL OF FIRST FLOOR = 3.6 M

CALCULATION OF LOADS:

1)CALCULATION OF DEAD LOADS:

i)DEAD LOAD OF COLUMN:

SIZE OF COLUMN = 0.3 X 0.3 SQM

HEIGHT OF COLUMN FROM GROUND TO ROOF = 4 + 3.6 + (2 X0.2) = 8 M

TOTAL VOLUME OF COLUMN = 0.3 X 0.3 X 8 =0.72CUM

UNIT WEIGHT OF RCC = 25KN/Cum (AS PER IS 875-PART-1)

DEAD LOAD OF ONE COLUMN = 0.72 X 25 = 18KN

ii)DEAD LOAD OF BEAM:

SIZE OF BEAM = 0.3 X 0.45 SQM

TOTAL VOLUME OF BEAM = 0.3 X 0.45 X 1 =0.45 CUM

UNIT WEIGHT OF RCC = 25KN/Cum (AS PER IS 875-PART-1)

DEAD LOAD OF ONE COLUMN = 0.45 X 25 = 11.25KN

iii)DEAD LOAD OF SLAB:

SPAN OF SLAB = 1 X 1 SQM

THICKNESS OF SLAB = 0.2 M

TOTAL VOLUME OF SLAB = 1 X 1 X 0.2 =0.2 CUM

UNIT WEIGHT OF RCC = 25KN/Cum (AS PER IS 875-PART-1)

DEAD LOAD OF ONE COLUMN = 0.2 X 25 = 5KN

iv)DEAD LOAD OF WALLS:

THICKNESS OF EXTERNAL/INTERNAL WALL = 0.23 M

UNIT WEIGHT OF RCC = 20KN/Cum (AS PER IS 875-PART-1)

HEIGHT OF WALL OF GROUND FLOOR = 4 M

DEAD LOAD OF GROUND FLOOR WALL PER METER LENGTH = 4 X 1 X 0.23 X 20 = 18.4 KN

HEIGHT OF WALL OF FIRST FLOOR = 3.6 M

DEAD LOAD OF GROUND FLOOR WALL PER METER LENGTH = 3.6 X 1 X 0.23 X 20 = 16.56 KN

TOTAL WEIGHT OF GROUND AND FIRST FLOOR WALLS = 18.4 + 16.56 = 34.96KN

2)CALCULATION OF LIVE LOADS:

AS PER IS 875 PART-2 FOR RESIDENTIAL BUILDING,LIVE LOADS ARE TAKEN AS:

• LIVING / DINING = 2 KN/Cum
• KITCHEN = 2 KN/Cum
• BED ROOM = 2 KN/Cum
• WASH ROOM = 2 KN/Cum
• TOILET = 2 KN/Cum
• STORE ROOM = 2 KN/Cum
• TERRACE = 3 KN/Cum
• STAIRCASE = 3KN/Cum

3)WIND LOAD CALCULATION:

FOR BUILDINGS MORE THAN 10MTS HEIGHT,WIND LOAD CAN BE CONSIDERED.

FOR 8M HEIGHT BUILDING,WIND LOAD NEED NOT TO BE CONSIDERED.

In architectural,

• List of drawings
• Ground floor plan
• Roof plan
• Section of a building
• Elevations of a building
• Size of doors and windows
• Schedule of finishes etc.
• Drainage plan
• Road plan

In structural,

• General notes/structural notes
• Foundation plan
• Reinforcement details of foundation
• Column plan
• Reinforcement details of column
• Plinth/floor/roof Beams plan
• Reinforcement details of plinth/floor/roof
• Slab plan
• Reinforcement details of slab
• Reinforcement details of staircase

Electrical and Plumbing,

• The plan of internal and external electrical wiring and the point of supply is to be determained clearly.
• The plan of internal and external water supply and sewage line and drain work for the flow of water is to be determained clearly.