District Centre
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Transcript of District Centre
COMMUNITY CENTRE
COMPILED BY –AISVARYA SINGH DEO
A51204011039BACHELOR OF ARCHITECTURE
7TH SEMESTERARCHITECTURAL DESIGN
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LOCATION MAP
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LOCATION - CHANDRASHEKHARPUR,BHUBANESWAR
ChandrashekharpurChandrashekharpur is a well developed residential,commercial,educational hub in Bhubaneswar,Odisha. Lying north of National Highway 5 it was developed by Bhubaneswar Development Authority to house the growing population.
NeighbourThe neighbouring areas are Raghunathpur,Nayapalli, Jayadev Vihar, Sailashree Vihar,Patia
BHUBANESWAR PLAN3
As per provisional reports of Census India, population of Bhubaneswar in 2011 is 837,737; of which male and female are 445,233 and 392,504 respectively. Although Bhubaneswar city has population of 837,737; its urban / metropolitan population is 881,988 of which 468,302 are males and 413,686 are females.
BHUBANESWAR POPULATION 2011
BHUBANESWAR LITERACY
Bhubaneswar's literacy rate is 93.15 per cent—significantly higher than the national average of 74.04per cent. . In education section, total literates in Bhubaneswar city are 710,243 of which 388,164 are males while 322,079 are females. Average literacy rate of Bhubaneswar city is 93.15 percent of which male and female literacy was 95.69 and 90.26 percent.
Bhubaneswar population growth chart
POPULATION AND ECONOMIC STATUS
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SITE ANALYSIS
• It is a commercial cum residential hub located in Chandrashekharpur,Bhubaneswar• Dense residential area around the site.• Access roads on two sides of the site.•The surroundings to the site is mostly residential,some of commercial,recreational and public areas
SITE
The site is well connected with roads which makes it easily accessible
The roads on two sides of the site are of sufficient width for the traffic generated.
Its primary location in the residential area makes it a focal point
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LAND USE MAP OF BHUBANESWAR
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CLIMATE ANALYSIS
N
WIND The wind direction to the site is North-West
Bhubaneswar is located on the coastal plains of Odisha (Orissa), south-west of the River Mahanadi. It experiences typical tropical weather conditions, and succumbs to the heat and cold waves that sweep in from north India.The summer months from March to May are hot and humid, and temperatures often shoot past 40° C in May.
The south west monsoon lashes Odisha (Orissa) in June, bringing relief to the parched environs of Bhubaneswar.
Pleasant weather conditions prevail during November in Bhubaneswar, but December and January face the chilly winds from the North North-east at average speeds of 7 miles/hour. Temperatures drop to approximately 15° C during these months.
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Site SpecificationsSite Area - 4 hectares, 40,000 sqmF.A.R - 1.25Ground coverage - 25%Height - Not RestrictedProximity - Airport 9.7kms , Railway Station 11kmsVegetation - Tropical trees and shrub coverTopography - No contoursClimate - Warm and humid
Distance of Site from Railwat Stn. Distance of site from Airport8
Area CalculationF.A.R = Built Up Area Total AreaBuilt Up Area = F.A.R x Total Area = 1.25 x 40,000 SQ.M = 50,000 SQ.MTotal Ground Coverage = 25% = 25 x 40,000 = 10,000 SQ.MPermissible no. of floors = 50,000 = 5 nos. 10,000Set Backs :Front = 15 M Rear = 9 M Side 1 = 9M Side 2 = 9M
Site Dimensions – 210 M * 191 M = 40110 SQ.M = 4 hectares
SITE
210000
191
000
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Parking Standards – 100 msq for 3 ECSTotal built up area = 50,000 sqmTotal Ground Coverage = 10,000 sqm = 3 x 50,000 = 1500 ECS 100
REQUIREMENTS
OFFICE- 59.4% HOTEL- 10% RETAIL SHOPS- 30% AUDITORIUM- 0.6% (300 SEATS) OPEN AIR THEATRE- 300 SEATS
CALCULATION- BUILT UP AREA
OFFICE-59.4% OF BUILT UP AREA = 59.4*50,000/100 = 29,700 SQ.M
HOTEL- 10% OF BUILT UP AREA =10*50,000/100 = 5000 SQ.M
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RETAIL SHOPS- 30% OF BUILT UP AREA = 30*50,000/100 =1500 SQ.M
AUDITORIUM- 0.6% OF BUILT UP AREA = 0.6*50,000/100 = 300 SQ.M
OCCUPANT LOAD
OFFICE- CATEGORY-BUSINESS OCCUPANT LOAD PER 100 SQ.M OF COVERED AREA- 10 PEOPLE BUILT UP AREA- 29,700 SQ.M OCCUPANT LOAD- 10*29,700/100= 2970 OCCUPANTS
HOTEL- CATEGORY-RESIDENTIAL OCCUPANT LOAD PER 100 SQ.M OF COVERED AREA- 8 PEOPLE BUILT UP AREA- 5000 SQ.M OCCUPANT LOAD- 8*5000/100= 400 OCCUPANTS
RETAIL SHOPS- CATEGORY- MERCANTILE OCCUPANT LOAD PER 100 SQ.M OF COVERED AREA- 50 PEOPLE BUILT UP AREA- 15,000 SQ.M OCCUPANT LOAD- 50*15,000/100= 7500 OCCUPANTS
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AUDITORIUM AND OPEN AIR THEATRE- OCCUPANT LOAD- 300 OCCUPANTS
WATER CALCULATION
OFFICE- CONSUMPTION PER HEAD PER DAY- 45LT. OCCUPANT LOAD- 2970 WATER CONSUMPTION PER DAY- 2970*45= 133650 LT.
STANDARD CALCULATION VOLUME UNIT NO. OF TANKS
VOLUME(PER TANK)
SIZE OF TANK
WATER TANK
1CUM/1000 LT. 133650/1000 133.65 CUM 2 66.8 6*4*2.8
STANDARD CALCULATION VOLUME UNIT NO. OF TANKS
SIZE OF TANK
FIRE TANK 0.2%* WATER TANK
0.2*133.6 26.73 CUM 1 2.5*4*2.7
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HOTEL- CONSUMPTION PER BED PER DAY- 180 LT. OCCUPANT LOAD- 400 WATER CONSUMPTION PER BED PER DAY- 400*180 = 72000 LT.
STANDARD CALCULATION VOLUME UNIT
NO. OF TANKS
VOLUME (PER TANK)
SIZE OF TANK
WATER TANK
1CUM/1000 LT. 72000/1000 72 CUM 2 36 4*3*3
STANDARD CALCULATION VOLUME UNIT NO. OF TANKS
SIZE OF TANK
FIRE TANK 0.2*WATER TANK
0.2*72 14.4 CUM 1 2.4*2.4*3
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RETAIL SHOPS- CONSUMPTION PER HEAD PER DAY- 45LT. OCCUPANT LOAD- 7500 WATER CONSUMPTION PER DAY- 7500*45= 337500LT.
STANDARD CALCULATION
VOLUME
UNIT NO. OF TANKS
VOLUME (PER TANK)
SIZE OF TANK
WATER TANK
1CUM/1000 LT. 337500/1000 337.5 CUM 6 56.25 5.6*5*2
STANDARD CALCULATION VOLUME UNIT NO. OF TANKS
VOLUME (PER TANK)
SIE OF TANK
FIRE TANK
0.2*WATER TANK
0.2*337.5 67.5 CUM 2 33.75 4.2*4*2
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AUDITORIUM- CONSUMPTION PER SEAT PER DAY- 15 LT. OCCUPANT LOAD- 300 WATER CONSUMPTION PER DAY- 300*15= 4500LT.
STANDARD CALCULATION VOLUME UNIT NO. OF TANKS
VOLUME (PER TANK)
SIZE OF TANK
WATER TANK
1CUM/1000 LT.
4500/1000 4.5 CUM 1 4.5 2*2.5*1
STANDARD CALCULATION VOLUME UNIT NO. OF TANK
SIZE OF TANK
FIRE TANK 0.2*WATER TANK
0.2*4.5 0.9 CUM 1 0.9*1*1
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SANITATION CALCULATION OFFICE- OCCUPANT LOAD- 2970 RATIO OF MALE AND FEMALE- 1:1 THUS, MALE- 1485, FEMALE- 1485
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S.NO. SANITARY UNIT STANDARD (MALE)
QUANTITY (MALE)
STANDARD (FEMALE)
QUANTITY (FEMALE)
1. WATER CLOSET 1 FOR 25 PERSONS
59 1 FOR 15 PERSONS
99
2. ABLUTION TAPS 1 FOR EACH W.C.
59 1 FOR EACH W.C.
99
3. URINALS OVER 200 PERSONS ADD AT THE RATE OF 2.5%
60 - -
4. WASH BASINS 1 FOR 25 PERSONS
59 1 FOR 25 PERSONS
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5. DRINKING WATER FOUNTAINS
1 FOR 100 PERSONS (MIN. 1 ON EACH FLOOR)
15 - -
7. CLEANER’S SINK 1 PER FLOOR MINIMUM
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HOTEL- OCCUPANT LOAD- 400 RATIO OF MALE AND FEMALE- 1:1 THUS, MALE- 200, FEMALE- 200
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S.NO. SANITARY UNIT STANDARD (MALE)
QUANTITY (MALE)
STANDARD (FEMALE)
QUANTITY (FEMALE)
1. WATER CLOSET 1 FOR 25 PERSONS
8 1 FOR 15 PERSONS
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2. ABLUTION TAPS 1 FOR EACH W.C.
8 1 FOR EACH W.C.
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3. URINALS FOR 101- 200 PERSONS ADD AT THE RATE OF 3%
8 - -
4. WASH BASINS 1 FOR 25 PERSONS
8 1 FOR 25 PERSONS
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5. DRINKING WATER FOUNTAINS
1 FOR 100 PERSONS (MIN. 1 ON EACH FLOOR)
2 - -
7. CLEANER’S SINK 1 PER FLOOR MINIMUM
5 - -19
RETAIL SHOPS- OCCUPANT LOAD- 7500 RATIO OF MALE AND FEMALE- 1:1 THUS, MALE- 3750, FEMALE- 3750
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S.NO. SANITARY UNIT STANDARD (MALE)
QUANTITY (MALE)
STANDARD (FEMALE)
QUANTITY (FEMALE)
1. WATER CLOSET 1 FOR 25 PERSONS
150 1 FOR 15 PERSONS
250
2. ABLUTION TAPS 1 FOR EACH W.C.
150 1 FOR EACH W.C.
250
3. URINALS OVER 200 PERSONS ADD AT THE RATE OF 2.5%
154 - -
4. WASH BASINS 1 FOR 25 PERSONS
150 1 FOR 25 PERSONS
150
5. DRINKING WATER FOUNTAINS
1 FOR 100 PERSONS (MIN. 1 ON EACH FLOOR)
38 - -
7. CLEANER’S SINK 1 PER FLOOR MINIMUM
5 - -21
AUDITORIUM- OCCUPANT LOAD- 300 RATIO OF MALE AND FEMALE- 1:1 THUS, MALE- 150, FEMALE- 150
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S.NO. SANITARY UNIT STANDARD (MALE)
QUANTITY (MALE)
STANDARD (FEMALE)
QUANTITY (FEMALE)
1. WATER CLOSET 1 FOR 25 PERSONS
6 1 FOR 15 PERSONS
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2. ABLUTION TAPS 1 FOR EACH W.C.
6 1 FOR EACH W.C.
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3. URINALS FOR 101- 200 PERSONS ADD AT THE RATE OF 3%
6 - -
4. WASH BASINS 1 FOR 25 PERSONS
6 1 FOR 25 PERSONS
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5. DRINKING WATER FOUNTAINS
1 FOR 100 PERSONS (MIN. 1 ON EACH FLOOR)
2 - -
7. CLEANER’S SINK 1 PER FLOOR MINIMUM
1 - -23
CONCEPT OF DESIGN
Office building 10 floors
Retail shops 3 floors Hotel 5 floors
• Concept of Offices, Shops and Hotel with a multi level garden• The concept is to disintegrate the mall into an arrangement of commercial blocks (with shopping areas below and office and other spaces on the upper floors
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• Segregation of activities through levels, define uninterrupted user specific moment.
• Spaces like amphitheaters, food courts are in open spaces
Conceptual View
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UNDERGROUND PARKINGGRID : 8.5M *6M
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AREA FOR UNDERGROUND PARKING : 168 * 144.5 = 24276 SQ.M
FOR UNDERGROUND PARKINGIT IS 32 SQ.M FOR 1 ECSFOR 24276 SQ.M ECS = 24276/32 = 758 ECS
UNDERGROUND PARKING CALCULATIONS
GRID : 8.5 M * 6 M
COLUMN SIZE 1M * 1M
CAR SPACE 5 M* 2.5 M
8.5M
7.5M
6M
2.5M
5M
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FLOOR PLATE
S1
S2
S3S4
S6
S5
RETAIL COMPLEX
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HOTEL COMPLEX
FLOOR PLATE
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THANK YOU
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