Post on 15-Apr-2018
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STRUCTURE OF THIS BUILDING.
STRUCTURAL STABILITY CERTIFICATETHIS IS TO CERTIFIY THAT SEISMIC LOADS HAVE BEENTAKEN UNDER CONSIDERATION WHILE DESIGNING THE
THE DESIGN HAS BEEN DONE AS PER IS 1893/1894 & I.S 4326/1993.
PARKING CALCULATIONS
STP CAPACITY
TREATED WATER TANK = 42 KL
RAW SEWAGE WATER TANK = 42 KL
UNDER GROUND WATER TANK
PROJECT TITLEPROPOSED CIVIC TOWER AT DHURVA, RANCHI
SETTLING TANK = 20 KL
AREA OF THE SITE = 11512.48 sqmBUILT UP AREA = 25337.83 sqmGROUND COVERAGE (%) = 23.17%FAR = 2.20BASEMENT 02 AREA = 9735.76 sqmBASEMENT 01 AREA = 9735.76 sqmBUILDING FOOTPRINT = 2699.19 sqmHEIGHT OF THE BUILDING = 68.85 m (upto lift machine room)NO. OF STORIES = B1+B2+G+15
FIRE FIGHTING WATER TANK (2 NOS.)FLUSHING WATER TANKDOMESTIC RAW WATER TANKDOMESTIC TREATED WATER TANKRAIN WATER TANKCHILLER WATER TANK
CLIENT RANCHI MUNICIPAL CORPORATION
CONSULTANTJHARKHAND URBAN INFRASTRUCTURE DEVELOPMENT COMPANY LTD.
1.000
RAW SEWAGE
PUMPS
ROTATING MEDIA BIOREACTOR
ACTIVATED CARBON
FILTERS
PRESSURE SAND
FILTER
FILTER FEED
PUMP
385 CFM
200X200
T
775 CFM
250X200
195 CFM
250X150 #04
6.0 M DRIVEWAY6.0 M DRIVEWAY
6.0 M
D
RIVEW
AY
6
.
0
M
D
R
I
V
E
W
A
Y
6.0 M DRIVEWAY6.0 M DRIVEWAY
5.0 M
D
RIVEW
AY
5.0 M
D
RIVEW
AY
8
.
0
M
D
R
I
V
E
W
A
Y
5.5 M
D
RIVEW
AY
7.5 M WIDE RAMP (SLOPE 1:10)
7
.
5
M
W
I
D
E
R
A
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P
(
S
L
O
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1
:
1
0
)
5
.
0
M
D
R
I
V
E
W
A
Y
2.5 M TWO WHILLER DRIVEWAY
service
area
service
area
6
.
0
M
D
R
I
V
E
W
A
Y
3
.0
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T
W
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W
H
E
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R
D
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3
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0
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W
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H
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R
D
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A
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3
.
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6
.
0
M
D
R
I
V
E
W
A
Y
B
POINT
FOR
ACENT
RAW SEWAGE
PUMPS
ROTATING MEDIA BIOREACTOR
ACTIVATED CARBON
FILTERS
PRESSURE SAND
FILTER
FILTER FEED
PUMP
TOTAL CAR PARKING=205
XXX
OPENABLE DOOR
6 M DRIVEWAY
6 M DRIVEWAY
6
M
D
R
I
V
E
W
A
Y
5.5 M
D
RIVEW
AY
5.5 M
D
RIVEW
AY
2.5 M TWO WHEELER DRIVEWAY2.5 M TWO WHEELER DRIVEWAY
6.0 M DRIVEWAY
5.5 M
D
RIVEW
AY
5
.
5
M
D
R
I
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W
A
Y
R
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1
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1
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6.0 M DRIVEWAY
7
.
5
M
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A
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P
(
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7.5 M
W
ID
E RAM
P (SLO
PE 1:10)
7
.
5
M
W
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R
A
M
P
(
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TOWER-01-15TH FLOORCHILLER PLANT ROOM
3
.
0
M
D
R
I
V
E
W
A
Y
6
.
0
M
D
R
I
V
E
W
A
Y
service
area
service
area
POINT
FOR
ACENT
R.C.C RETAINING WALL AS/ STRUCTURE DWG.
TOTAL CAR PARKING=175
PPPPPPPPPPPPPPPPPPPPPP
BASEMENT - 1 PLAN
BASEMENT - 2 PLAN
SCALE - (NTS)FOUNDATION DETAILS OF RAFT & FOOTING DETAILS
SCALE - (NTS)KEY PLAN
SYMBOLDESCRIPTION
MULTI STACK PARKING 31
SINGLE STACK PARKING 327
PARKING FOR HYBRID/ELECTRIC CAR 22
P
PARKING FOR HYBRID/ELECTRIC TWO WHEELER53
PARKING TWO WHEELER 427
TOTAL- NOS OF CARS=(2x31+327+22)= 411
& TWO WHEELER =480 (BOTH BASEMENT )
= 100000 LTR.= 65000 LTR= 51000 LTR= 51000 LTR= 150000 LTR= 150000 LTR
CAPACITY
FLOOR BUILT UP
AREA
PROJECTIONS
AREA
TOTAL
COV.
AREA
DEDUCTION'S AREA
TOTOL
DEDUCTIONS
{ 5+6+7+8 }
TOTAL
BUILT UP
AREA { 4-9 }
REFUSE
AREA
LIFT
WELL
DUCT/
VOID
FIRE
STAIR
OTHER
{parking}
AREA CALCULATION
{in sqmt}
{ 1 } { 2 } { 3 } { 4 } { 5 } { 6 } { 7 } { 8 } { 9 } { 10 }
PROJ./
TERRACE
G. F.
1st. F.
2nd.F.
3rd. F.
4th. F.
5th. F.
6th. F.
G. F. 2668.16 0.00 0.00 30.05 31.54
1st. F. 2564.80
2nd.F. 0.00
3rd. F. 0.00
4th. F. 0.00
5th. F.
6th. F.
B - 02 0.00 0.00
B - 01 9735.76 0.00 0.00 16.7 68.43 0.00
0.00
0.00
1702.48
8th. F.
9th. F.
7th. F.
1776.57 0.001341.64
1367.16 0.001328.66
1435.19 0.001328.66
0.00
0.00
0.00
74.1 0.00
0.00
936.42 0.00
434.93 0.00
38.5 0.00
68.02
0.00
0.00
0.00
119.31
12th. F.
10th. F. 0.00
11th. F.
14th. F.
15th. F.
13th. F.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9735.76
9735.76 9735.76
2668.16
2638.90
2564.8074.12638.90
2638.90
38.5
1367.16 1328.6638.5
1367.16 1328.6638.5
1367.16 1328.6638.5
1435.19 1328.6668.0238.5
1367.16 1328.6638.5
1367.16 1328.6638.5
1367.16 1328.6638.5
1435.19 1328.6668.0238.5
1367.16 1328.6638.5
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
44.78
68.43
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
31.54
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
30.05
0.00
129.91
113.21
106.37
229.68
106.37
106.37
106.37
106.37
106.37
106.37
106.37
106.37
106.37
106.37
106.37
106.37
106.37
106.37
9605.85
9622.55
2561.79
2335.12
2458.43
1596.11
1235.27
1222.29
1222.29
1222.29
1222.29
1222.29
1222.29
1222.29
1222.29
1222.29
1222.29
1222.29