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

TOPIC - SKETCH G+1 FLOOR RESIDENTIAL AS PER VAASTU SHASTRA WITH INDIVIDUAL LOAD CALCULATION & ALSO LIST DOWN THE DRG NEED TO BE PROVIDE IN SITE FOR CONSTRUCTION

Dead Load

1. Due to column.

unit weight of concrete= 25KN/m³

0.45*0.45*1 *25 = 5.06 KN/M

2. Due to beam

Unit weight of concrete= 25 KN/m³

1*0.3*0.6*25= 4.5KN/M

3. Due to slab.

Unit weight of concrete=25KN/m³

Total load of Slab =1*1*0.15*25

= 3.75 KN/M2

4. DUE TO BRICKWORK

Height of Brickwall = 4.05 m

Thickness of wall = 230mm

Unit weight of Brickwork = 20KN/M³

Total weight of Brickwork

= 4.05*0.23*1*20

= 0.9315 KN/M

LIVE LOAD

As per Table 1 of IS Code 875 Part 2

Live load for residential Building at

All rooms & Kitchen= 2KN/m²

Bathroom and Toilet= 2KN/m²

Cooridors, Store room, Terrace, Balconies = 3KN/m²

WIND LOAD

wind load is provided at building whose height is greater then 10m, as this building height is total 8m so it is not applicable

LIST OF DRG THAT SHOULD BE PROVIDED IN SITE FOR CONSTRUCTION

1. Centre line drawing
2. footing and column layout with reinforcement details
3. column schedule with reinforcement details upto second floor
4. Plinth beam layout with reinforcement details
5. First floor beam layout with reinforcement details upto second floor
6. first floor slab and second floor slab layout with reinforcement details.
7. architectural drawings for finishing work