(30' X 50') RESIDENTIAL BUILDING PLAN| SOUTH FACING HOUSE PLAN

(30' X 50') RESIDENTIAL BUILDING PLAN| SOUTH FACING HOUSE PLAN

Introduction

This post cover about Institutional buildings Architectural Plan. This plan is prepared as per norms of NBC, PPA & CMDA. This plan is in accordance with the above-mentioned norms

About building

  The plot area of the building is about 30' x 50' and the plinth area( the built-up area) is 1196sq.ft on the Ground floor and the same area in the upper ONE floors. The total area is around 2392sq.ft. Road Facing of the Building is SOUTH direction.

About Soil condition

   The Soil profile is based on a soil test conducted in the constructed area by using a standard penetration test. As per the soil report given by the geotechnical Specialist the soil is SANDY CLAY soil which has a safe bearing capacity of 150KN/Sq.M. According to that, it is suitable to use an Isolated footing of depth 5.5 feet.

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Client requirement

  The main requirement of the client is budget as any client wishes the same according to this client, they have told to finish the project within 45 LAC. As per Budget, we have finalized the following 

Ground floor 

1.HALL- Size (12' x 18')

2.BEDROOM 1- Size (12' x 13')

4.BEDROOM 3 Size (8'-9" x 11'-9")

5. Toilet

6. KITCHEN

7.DINNING

8.PORTICO
9.VERANDAH

Percentage of coverage area

             =Ground floor area/plot area x 100

              =1196/1500

          

              = 79.7%

             

Floor area ratio(FAR):

       =total floor area/Plot area  x 100

        =2392/1500

          

       = 160%

Structural design Procedure

Creating modeling

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For Residential Building, creating a model is done using center line layout which we referred from autocad drawing and using staad of command Run structural wizard we can create model by fixing floor grid method

Property Assign

For Residential Building, we can assume Structural member Size as follows

1.Main column          = 9"x 1'-3"

2.Nominal column    = 9" x 9"

3.Primary beam        = 9" x 1'-0"

4.Secondary beam   = 9" x 9"

Load calculation

1.Live Load

Floor Slab  = 200Kg/Sq.m

Roof Slab  = 200Kg/Sq.m

Staircase   = 300Kg/Sq.m

2.Dead load

Slab           = 325Kg/Sq.m

floor finish = 100Kg/Sq.m

Sunken      = 400Kg/Sq.m

3.Brick work load

9" wall               = 1400Kg/m

4.5" wall            = 700Kg/m

parapet wall      = 400Kg/m

Structural Analysis

The Building is designed in accordance with the Indian standard ( IS 456:2000 , IS 875; PART 1 AND 2). The Residential Building is designed using software (staad pro). The frame analysis are done using the software. Further design like foundation and slab are designed manually and using excel file. Analysis are based on P- delta analysis in which secondary effects are considered.

Structural Design Input

1.Concrete grade    =M20
2.Steel grade          =Fe 500
3.cover for beam     = 30mm
4.cover for column  =40mm
5.cover for slab       = 20mm
6.cover for footing  =  50mm
7.Torsion for beam = No

Structural Design Members

1. Design column
2. design beam
3. Print Support reaction

Structural Design output

1. Column moment and area of steel
2. Beam moment and area of steel
3. Support reaction for foundation design

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PLAN	ESTIMATION	ELEVATION	CIVIL JOBS
SOIL REPORT	COLUMN DESIGN	MCQ	EXCEL
VALUATION REPORT	FOOTING DESIGN	BOOKS	INDUSTRIAL
COLUMN DRAWING	BEAM DESIGN	VASTU	TRUSS
FOOTING DRAWING	SLAB DESIGN	HOUSE PLAN	SLAB DRAWING

SCHEDULE OF OPENINGS:

MD DOOR   -  43'0" X 7'0"
D1 DOOR - 3'-0" X 7'0"
D2 DOOR - 2'6" X 7'0"
WINDOW - 3'6" X 4'6"

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