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

A) Vastu shastra :

• Vastu shastra is an ancient Indian science which are used as a guideline to design our home .
• By using the vastu shastra we can design the home in such a way that by proper use of natural sources like the sun, flow of a wind , moon ,water and earth to live the healthy and peaceful life .
• The good home need the to use right kind of a energy .

B) Basic principle of a vastu shastra :

1) Shape :

• Shape of a building may be rectangle or may be square

2) Room basic :

• Room should be always clean and bright to readiate the positive energy .

3) Home centre :

• Home centre should be empty to easy movement in all rooms

4) Water :

• Water and plants sound be avoid to placed near or the the bedroom .

5) Dining table :

• Dining should be placed near the kitchen and avoid to be placed in front of a main door .

6) Mirror :

• Mirror in the bedroom should be avoided to be placed in front of a bed

C) Auspicious direction as per vastu shastra :

i) Kitchen :

• South - east is the best as per vastu shastra for the kitchen .

ii) Staircase :

• South -west is the best for the staircase .

iii) Toilets and wash room :

• North -west is the best for the toilets as per vasstu shastra .

iv) Bed room :

• South -west is the best for the bed room

v) Guest room :

• North -west is the best for the guest room

vi) Living room :

• North- west is the best for the living room

vii) Store room :

• West direction is the best for the stoor room .

Following G+1 plan is designed by using the vastu shastra .and all the direction of the building is as per the vastu shastra

D) AIM :

• 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 code.

F) PROCEDURE :

1) GROUND FLOOR PLAN :

2) FIRST FLOOR PLAN :

NOTES :

• PROJECT NAME : G+1 RESIDENTAL BUILDING
• All dimension is in m
• type of a cement : Opc grade 43 conforming the IS CODE IS812
• Grade of a concrete as per the IS CODE 456:2000

3) REINFORCEMENT DETAILS :

• Beam size : 300 x 450 mm
• Column size :300 x 300 mm
• Slab thickness :250 mm
• External wall thickness : 230 mm
• Use standard cover for beam column is 40 mm and 50 mm
• Provide extra cover for side of a footing and construction below the ground .
• Shuttering removing time for the column and lintel etc is 24 hr after casting
• For slab 21 days of deshuttering period is 21 days .

REVISTON : NA

DESIGN BY : BHAIRAVI GAJARE

4) DIMENSITION OF THE GROUND FLOOR :

• Living room : 6m x 4m
• Pooja room: 4m x 2m
• Kitchen :4.5m x 4m
• Dining hall :3.5m x 4m
• Staircase: 3m x 4m
• Wc and bathroom: 2m x 2.5m
• Master Bed room : 4m x 4m
• Bedroom: 4m x 4.5m
• Balcony: 4m x 1.5m
• Wc: 1.2m x 1.5m
• Bathroom: 2.5 m x 2m
• Store room: 3.3m x 4m

5) DIMENSITION OF A FIRST FLOOR :

• Study room/ Children room : 4m x 4.5m
• Master bedroom: 4m x 4m
• Wc and bathroom: 2m x 2.5m
• Balcony: 4m x 1.5m
• Wc: 1.2m x 1.5m
• Bathroom: 2.5 m x 2m
• Terrace : 9.5m x 6.3m
• Sitting out with gardening : 4.5m x 4m
• Bed room : 3.5m x 4m
• Staircase: 3m x 4m

6) OTHER DIMENSITION OF A BUILDING :

• Dimension of a plan : 18.35m x 10.92 m
• Thickness of external/internal wall :230 mm i.e. 0.23 m
• Thickness of a slab : 250mm i.e. 0.25m
• Height if a first floor : 4m
• Height of a first floor :4m
• Dimension of a beam : 300mm*450mm i.e. 0.3*0.45 m
• Dimension of a column : 300*300 mm i.e. 0.3*0.3 m

7) LIST OF DRAWING PROVIDED FOR THE CONSTRUCTION AT SITE :

• Centre line plan
• Footing and column layout plan
• Foundation plan
• Floor plan
• Design drawing
• Slab layout pan
• Section drawing of a building
• Drainage pan
• Plumbing details
• Electrification details
• Furniture plan

8) LOAD CALCULATION:

a)DEAD LOAD CALCULATION

i) Dade Load Of a Column :

• Dimension of a column : 0.3m x 0.3m

Height of a column = slab thickness of two slab + height of ground Floor + Height of a first floor

Height of a column = 0.25+0.25+4+4

=8.5 m

• Unit weight of a Rcc : 25 KN/m^3

Dead load of a column = unit weight of a Rcc x volume of a column

Dead load of a column = 25 x (8.5 x 0.3 x 0.3)

= 19.125 KN/M^3

Dead load of a column : 19.125 KN/M^3

ii) Dead Load On Beam :

• Dimension of a beam : 0.3 x 0.45 m
• Dead load of beam calculate for one meter length so, length of a beam is 1 m
• Unit weight of a RCC : 25 KN/M^3

Dead load of a beam = Unit weight of a beam x Volume of a beam

Dead load on a beam = 25 x ( 0.3 x 0.45 x 1)

= 3.375 KN/m^3

Dead load of a beam per meter lengths is 30.375 KN/M^3

iii) Dead Load Of a Slab :

• Dimension of a slab is 18.35 m x 10.92 m but,
• Slab is always design for one meter span hence assume the size of a slab is 1m x 1m
• So, size of slab is 1m x 1m
• Unit weight of RCC slab is 25 KN/M^3

Dead load of a slab = Unit weight of slab x Volume of a slab

= 25 x (1 x 1 x 0.25)

=6.25 KN

Dead load of slab having size (1 x 1m) is 6.25 KN

iv) Dead Load Of Wall :

• Thickness of a wall : 0.23 m
• Unit weight of a bricks : 20 KN/m^3

Height of wall = Total height of floor - Beam thickness

=4-0.45

= 3.55 m

Dead load of a wall = Unit weight of bricks x Volume of a bricks

Hence,

Dead load of wall = 20 x (0.23 x 3.55)

= 20.4125 KN/m

Dead load of wall : 20.4125 KN/m

b) LIVE LOAD CALCULATION:

i) Live Load Calculation Of Ground Floor Calculation :

(According to IS CODE 875 part 2 following live load is calculated for each) :

• Living room : 2 KN/M^2
• Pooja room: 2 KN/M^2
• Kitchen : 2 KN/M^2
• Dining hall : 2 KN/M^2
• Staircase: 3 KN/M^2
• Wc and bathroom: 2 KN/M^2
• Master Bed room : 2 KN/M^2
• Bed room: 2 KN/M^2
• Balcony: 3 KN/M^2
• Wc: 2 KN/M^2
• Bathroom: 2 KN/M^2
• Store room: 3 KN/M^2

ii) Live Load Calculation Of Ground Floor Calculation :

(According to IS CODE 875 part 2 following live load is calculated for each) :

• Study room/ Children room : 2 KN/M^2
• Wc and bathroom: 2 KN/M^2
• Master bedroom: 2 KN/M^2
• Balcony: 3 KN/M^2
• Wc: 2 KN/M^2
• Bathroom: 2 KN/M^2
• Terrace : 3 KN/M^2
• Sitting out with gardening : 3 KN/M^2
• Bed room : 2 KN/M^2
• Staircase: 3 KN/M^2

Live load of first floor: 24 KN /m^2

C) WIND LOAD CALCULATION:

• As per the IS CODE 875 part 3 wind load is calculated for building when height of a building is a more then 10 m
• Here, height of building is 8 m which is less tha 10 m
• So, calculation of wind load is not required

F) RESULTS :

• Design of a G+1 building is as per the vastu shastra here we can consider all aspect and principle of vastu shastra
• And the load is calculated by using IS CODE .

G) REFERENCE OF IS CODE

• Building design : Prepared by vastu shastra
• Cement used : Opc grade conforming IS CODE IS: 8112
• Concrete used : Design mix as per the IS CODE IS 456 :2000
• Dead Load calculation : As per the IS CODE 875 ( part 1)
• Live Load calculation : As per the IS CODE 875 (part 2)
• Wind Load calculation : As per the IS CODE 875 (part 3)

This the project on design of a G+1 building as per the vastu shastra . and calculation of various load as per IS CODE . all references of IS CODE is given above .