SETTLING TANK = 20 KL - environmentclearance.nic.in sewage water tank = 42 kl under ground water...
1
STRUCTURE OF THIS BUILDING. STRUCTURAL STABILITY CERTIFICATE THIS IS TO CERTIFIY THAT SEISMIC LOADS HAVE BEEN TAKEN 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 TITLE PROPOSED CIVIC TOWER AT DHURVA, RANCHI SETTLING TANK = 20 KL AREA OF THE SITE = 11512.48 sqm BUILT UP AREA = 25337.83 sqm GROUND COVERAGE (%) = 23.17% FAR = 2.20 BASEMENT 02 AREA = 9735.76 sqm BASEMENT 01 AREA = 9735.76 sqm BUILDING FOOTPRINT = 2699.19 sqm HEIGHT 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 TANK DOMESTIC RAW WATER TANK DOMESTIC TREATED WATER TANK RAIN WATER TANK CHILLER WATER TANK CLIENT RANCHI MUNICIPAL CORPORATION CONSULTANT JHARKHAND 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 DRIVEWAY 6.0 M DRIVEWAY 6.0 M DRIVEWAY 6.0 M DRIVEWAY 6.0 M DRIVEWAY 6.0 M DRIVEWAY 5.0 M DRIVEWAY 5.0 M DRIVEWAY 8.0 M DRIVEWAY 5.5 M DRIVEWAY 7.5 M WIDE RAMP (SLOPE 1:10) 7.5 M WIDE RAMP (SLOPE 1:10) 5.0 M DRIVEWAY 2.5 M TWO WHILLER DRIVEWAY service area service area 6.0 M DRIVEWAY 3.0 M TWO WHEELER DRIVEWAY 3.0 M TWO WHEELER DRIVEWAY 3.0 M DRIVEWAY 6.0 M DRIVEWAY B POINT FOR ACENT TOTAL CAR PARKING=205 XXX OPENABLE DOOR 6 M DRIVEWAY 6 M DRIVEWAY 6 M DRIVEWAY 5.5 M DRIVEWAY 5.5 M DRIVEWAY 2.5 M TWO WHEELER DRIVEWAY 2.5 M TWO WHEELER DRIVEWAY 6.0 M DRIVEWAY 5.5 M DRIVEWAY 5.5 M DRIVEWAY RAMP 1:10 6.0 M DRIVEWAY 7.5 M WIDE RAMP (SLOPE 1:10) 7.5 M WIDE RAMP (SLOPE 1:10) 7.5 M WIDE RAMP (SLOPE 1:10) TOWER-01-15TH FLOOR CHILLER PLANT ROOM 3.0 M DRIVEWAY 6.0 M DRIVEWAY service area service area POINT FOR ACENT R.C.C RETAINING WALL AS/ STRUCTURE DWG. TOTAL CAR PARKING=175 P P P P P P P P P P P P P P P P P P P P P P BASEMENT - 1 PLAN BASEMENT - 2 PLAN SCALE - (NTS) FOUNDATION DETAILS OF RAFT & FOOTING DETAILS SCALE - (NTS) KEY PLAN SYMBOL DESCRIPTION MULTI STACK PARKING 31 SINGLE STACK PARKING 327 PARKING FOR HYBRID/ELECTRIC CAR 22 P PARKING FOR HYBRID/ELECTRIC TWO WHEELER 53 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 0.00 1341.64 1367.16 0.00 1328.66 1435.19 0.00 1328.66 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 2564.80 74.1 2638.90 2638.90 38.5 1367.16 1328.66 38.5 1367.16 1328.66 38.5 1367.16 1328.66 38.5 1435.19 1328.66 68.02 38.5 1367.16 1328.66 38.5 1367.16 1328.66 38.5 1367.16 1328.66 38.5 1435.19 1328.66 68.02 38.5 1367.16 1328.66 38.5 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
Transcript of SETTLING TANK = 20 KL - environmentclearance.nic.in sewage water tank = 42 kl under ground water...
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
M
P
(
S
L
O
P
E
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
M
T
W
O
W
H
E
E
L
E
R
D
R
I
V
E
W
A
Y
3
.
0
M
T
W
O
W
H
E
E
L
E
R
D
R
I
V
E
W
A
Y
3
.
0
M
D
R
I
V
E
W
A
Y
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
V
E
W
A
Y
R
A
M
P
1
:
1
0
6.0 M DRIVEWAY
7
.
5
M
W
I
D
E
R
A
M
P
(
S
L
O
P
E
1
:
1
0
)
7.5 M
W
ID
E RAM
P (SLO
PE 1:10)
7
.
5
M
W
I
D
E
R
A
M
P
(
S
L
O
P
E
1
:
1
0
)
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
