MAX HEIGHT -2870MM MIN HEIGHT - 2250MM
RC12 450X450
C36 230x760x300
C54 250X600
150
3295
3655
600
760 340 150 600
C4 350x350
5050
C5 300x380
FC2 FC2A 300x300 300x300
150 1455 2100 1930
400 100 1400
760
1150
100 100
750
450
150
C20 300X600
1800
C33 350x750
1780
C28 300X600
SC 200x250 200
LOFT ABOVE
TOILET 4'X5'9"
SHOP 12'3"X19'3"
7570
9320
2- VEG RESTAURANT 146 m²
C34 300x750
C24A SHOP 28'0"X25'6" 360X600
300
7370
1-NON VEG RESTAURANT 164 m²
150
3575
150 80
1920
200
1900 1990
150
C11 300X530
SHOP 18'9"X7'3"
150
C1 300X530
SHOP 18'9"X6'9"
3325
LOFT ABOVE
LIFT
1870
100
C19 300X600
200 300
5650
C10 300x300
1160
150
C53 600X600
C8 300x300
100
100
5650
C32 300x940 150
C52 600X600
C9 300x300
1740
SHOP 6'0"X4'3"
1260
LOFT ABOVE
TOILET 4'6"X4'0"
3750
SHOP 12'3"X19'3"
150
DISPLAY KITCHEN
C7 300x300
950
100 100 1400
C16 300X600
1400 100
200
1700
SHOP 5'9"X4'3"
1780
1260
1820
C51 600X600
400 100
760
C17A 360X600
1700
HVAC, PLUMBING, WATER SUPPLY ON BASEMENT CEILING
1740
1820
TOILET 6'0"X4' TOILET 4'6"X4'0"
1930 LOFT ABOVE
TOILET 4'6"X4'0"
1970
1160
100
1780
1870
TOILET 4 m²
C14A 360X600
2100 3750
SHOP 12'3"X19'3"
200
600
5650
760 640 TOILET 4'6"X4'0" 1400 100
TOILET 4 m²
KITCHEN 62 m²
400
1160
200
300 3650 300 3650
C47 600X600
C50 600x1200
C55 600x1700
760
C31 300x940
3680
5220
TOILET TOILET 4 m² 4 m²
HVAC, PLUMBING, WATER SUPPLY ON BASEMENT CEILING
1900
1160 LOFT ABOVE
5650
C30 300x940
1500
600
C46 600X600
HVAC, PLUMBING, WATER SUPPLY ON BASEMENT CEILING
PLUMBING, WATER SUPPLY ON BASEMENT CEILING
SHOP 12'3"X19'3"
150
TOILET 2 m²
150
200
5100
3RESTAURANT 60 m²
C45 600X600
KITCHEN 66 m²
6550
C29 600X600
230
4400
4450 150
C29 150 300x940
6800
C43 600x1700 HVAC, PLUMBING, WATER SUPPLY ON BASEMENT CEILING
LOUNGE 18'6"X8'9"
LOUNGE 10'0X21'9"
3750
C28 600X600
3000
1650
5470
1060 150
150
1200
C41 200X8400
1850
C27 380x840
150
1800
C54 600x450
760
380
C38 200X3475
C42 600x450
3320
3750 200
400
KITCHEN
CUT OUT BASEMENT CEILING FOR RAIN WATER
100
3260
150
5200
LOUNGE 17'0"X6'0"
2210
3925
LOUNGE 21'0"X19'3"
C38 300X530
150
1700
3090
150
1200
1000 150
440
1200
760
1200
440
1440 200
1850 1300
1300
1060
1060
300
2170
2320 300
150 150
LIFT
600
2000
FD
C36 200x2850
2160
C27 600X600
600
8660
230
LIFT
1700
230 280
1800
3650
2320
1700
900 770
PIPES TO FHC
SERVICE LIFT
LIFT
2000
230
A-207
2000 SHUTTLE ELEVATOR
2170
2200
2400
LIFT
METER ROOM 45 m²
C35 300x2400
1850
3
2000
200
DATA DUCT
2650
2200
C33 150x2200
150 1825
LOBBY 26 m²
2320
3820
2200
C31 300x2400
200
1925
1825
380
300
2160
4410
HVAC PLUMBING & WATER SUPPLY SHAFT
SHUTTLE ELEVATOR
900
600
600
C25 600x1700
750
2000
LINEN CHUTE ELECTRICAL SHAFT
PLUMBING & WATER SUPPLY
TOILET 3 m²
200
1550
230
SERVICE LIFT
2100
SECURITYPURCHASE MANAGER OFFICE 7 m² 5 m²
SUBSTATION 71 m²
1650
3050
1975
100
3620
LOUNGE 10'0"X33'9"
LOUNGE 4' X 4'6"
C20 600X600
FC1 300X250
C6 250X1100
CUT OUT IN BASEMENT CEILING
1400 100 TOILET 4'6"X4'
SHOP 12'9"X26'6"
C19 600X600
C18 600X600
1400 TOILET 100 4'6"X4'
SHOP 12'3"X26'6"
4- RESTAURANT 65 m²
C21 600x1200
760
1950
WALKWAY
KITCHEN 24 m²
3300
C39 380x930
STAFF ENTRY
RECORD ROOM 5 m²
HR MGR 5 m²
100
RAMP SLOPE 1:10
C40A 360X600
5800
RECIEVING OFFICE 6 m²
1750
600
UP 4045
150
GOODS RECIEVING DOCK 13 m²
C14 600X600
MIDC
STORE ROOM 8 m²
CUT OUT BASEMENT CEILING
C24 600x450
C13 600X600
PASSAGE
C42 300x900
C16 600x450
C11 600X600
5800
C17 600x1700
GARBAGE HANDELING AREA 12 m²
150
6430
C10 600X600
760
LOADING \ UNLOADING AREA + SECURITY ETC. 39 m²
1200x745x230X400
C9 600X600
MIDC
1500x750x230X400
C8 600x450
150 200
450
C35 300x750
C56 600x450
C57 600x450
C58 450x1200
C59 450x1200
C60 450x1200
C61 450x1200
C62 600x450
C63 600X600
5840
C26 300x750
C12 300x680
C2 300X530 150
4250
C21 300x380
C3 600X600
C41 300x300 150
C44 300X230X450
1695
C15 600X600
C13 300X530
CUTOUT ON CEILING FOR RW
C12 600X600
HVAC, PLUMBING, WATER SUPPLY ON BASEMENT CEILING
700 300
CUTOUT ON BASEMENT SLAB FOR WATER SUPPLY OF GUEST HOUSE
100
CUTOUT ON BASEMENT SLAB FOR WATER SUPPLY OF SERVICE APT.
960 100
CUTOUT ON BASEMENT CEILING FOR VENTILATION
C7 600x1250
C6 600X600
3750
450
C5 600X600
RC9 600X600
580150
C4 600X600
COAL STORE 8 m²
RAIN WATER/ PLUMBING
HEIGHT BELOW -3810MM
150
MAX HEIGHT -3810MM MIN HEIGHT - 2870MM
150
C3 600x1200
C2 600X600
150
C1 600X600
950
MAX HEIGHT -2250MM MIN HEIGHT - 1460MM
150
1000
BALCONY 4.04 SQ M 44 SQ FT
3760 2690 BALCONY
1070
6110 1370
3650
DATA DUCT
2950
550
1200 849
FD
770
ELECTRICAL DUCT
150
2440
2650 2199
1520 1520
TOILET 3.70 sqm 39.8 sqft
UP
770
900
LINEN CHUTE
AHU ROOM
2100 SERVICE LIFT
2930
BALCONY 5.10 SQ M 55 SQ FT
1670
1670
3650
3080
DN
200
1460
1570
4520
SERVICE LIFT
TOILET 3.07 sqm 33.04 sqft
2290
1370
BED ROOM 16.49 sqm 177.49 sqft
2160
LIFT LOBBY 7'-1''X38'-3''
BALCONY 10.20 SQ M 110 SQ FT
1670
1850
740
1370
BALCONY 3.65 SQ M 39 SQ FT
6110 2290
2200 2199
3850
LIVING/DINING 23.52 sqm 253.16 sqft
AREA29.3 SQ M 315 SQ FT
1370 TOILET 3.12 sqm 33.56 sqft
960
BALCONY 4.04 SQ M 44 SQ FT
TOILET 3.46 sqm 37.25 sqft
4290 BED ROOM 15.85 sqm 170.60 sqft
6110
1670
1370 LIFT
LIFT
2400
C
400
4290
6110
TOILET 3.12 sqm 33.56 sqm
DN
1500
1270
B
AREA59.2 SQ M 637 SQ FT
LIVING/DINING 34.92 sqm 375.87 sqft
6135
2200
3850
UP
1200
LIVING/DINING 23.79 sqm 256.07 sqft
AREA49.72 SQ M 535 SQ FT
3130
B AREA59.2 SQ M 637 SQ FT
BALCONY 11.6 SQ M 125 SQ FT
1200
SHAFT
10.20 SQ M 110 SQ FT
A
5900
1670
1520
2290
LIVING/DINING 34.92 sqm 375.87 sqft
2000
TOILET 3.12 sqm 33.56 sqm
960
5600
1850
1520 2290
1000
TOILET 3.46 sqm 37.25 sqft
2000
740
6135
BALCONY 11.6 SQ M 125 SQ FT
5585 1000
4290
SHAFT
400
5585 1000
BED ROOM 15.85 sqm 170.60 sqft
4290 SHAFT
3760 2740 1470
1200
2050
12850
1520
1470
TOTAL CARPET AREA (INCLUDING BALCONY)
A B C AREA- 63.57 SQM / 684 SQ FT AREA- 74.84 SQM / 806 SQ FT AREA- 39.5 SQM / 425 SQ FT
MEETING ROOM 48 m² 516.6 ft²
SLIDING FOLDING DOOR
REFUGE 39.8 m² 428.40 ft²
LOBBY 45 m² 484.37 ft²
RESTAURANT (DOUBLE HEIGHT) 111.3 m² 1198.02 ft²
LIFT
620
KITCHEN / PANTRY 35.5 m² 382.11 ft²
770
ELECTRICAL DUCT
1520
BALCONY 6.09 m² 65.55 ft²
10.20 SQ M 110 SQ FT
BALCONY
960
TOILET 7.4 m² 79.6 ft²
BALCONY 31.5 m² 339.06 ft²
LIFT
900
LINEN CHUTE
EXTRA SHAFT
1200
SERVICE LIFT
800 550300
SERVICE LIFT
BALCONY 10.20 SQ M 110 SQ FT
1070 BALCONY
TOILET BELOW RESTAURANT BELOW
LOBBY 44 m² 473.6 ft²
LIFT LIFT LINEN CHUTE
ELECTRICAL DUCT
SERVICE LIFT
FITNESS CENTRE
920
FITNESS CENTRE
35.5 m² 382.1 ft²
EXTRA SHAFT
BALCONY 6.09 m² 65.55 ft²
10.20 SQ M 110 SQ FT
1200
900
2100
SERVICE LIFT
10.20 SQ M 110 SQ FT
BALCONY
740
A
B
C
D
E
G
H
I
J
OUT
IN
K
L
PLUMBING SHAFT
DRIVER'S TOI (AT MID-LANDING LVL)
11
11
SL RA O P MP E 1:2 0
9
+1580
UP FROM GROUND LVL
2200
+3053
LIFT 4
+250MM
SERVICE LIFT 2
7
LIFT 1
LIFT 2
LIFT 3
LIFT 4
RAMP SLOPE 1:10
LIFT 3
SERVICE LIFT 1
SERVICE LIFT 1
SERVICE LIFT 2
6
8 7 6
4466.00
UP
LIFT LOBBY
LIFT LOBBY
+5330 MM
5
5
5330.00
5330.00
4466.00
RAMP SLOPE 1:10
ENTRANCE LOBBY
+250MM
1400
+3736
RAMP SLOPE 1:20
LIFT 2
SERVICES AREA
LIFT 1
4100
9
+250MM
UP
+7001
840
+5745
8
RAMP SLOPE 1:10
RAMP SLOPE 1:10
+6011 +250MM
UP TO 2ND PARKING
UP TO 1ST PARKING
SL RA OP M E P 1: 10
RAMP +3053 SLOPE 1:10
+2263
10
750
10
4
4
3
3
2
2
LVL +400 MM
1
1 A
RG 70SQM
CANOPY ABOVE
+250MM
DROP OFF
RG 50 SQM +250MM
LVL +0 MM
IN
OUT
B
C
D
E
G
H
I
J
K
L
2380.00 7' - 10"
2440.00 8' - 0"
1370.00 4' - 6"
2440.00 8' - 0"
2440.00 8' - 0"
2890.00 9' - 6"
3250.00 10' - 8"
1220.00 4' - 0"
3040.00 10' - 0"
ODU
DUCT
CHAJJA
DUCT
1880.00 6' - 2"
1370.00 4' - 6"
CARPET 69.70 SQMT
790 SQFT
DINING
3050.00 10' - 0"
3760.00 12' - 4"
3650.00 12' - 0"
910.00 3' - 0"
710.00 2' - 4"
DUCT
3290.00 10' - 10"
4600
950
2175
2175
2175
2700
2000
2000
2000
2000
1500
910.00 3' - 0"
2135.00 7' - 0"
2850.00 9' - 4"
2175
2750.00 9' - 0"
2175
7000 2375
DUCT
1370.00 4' - 6"
6525.00 21' - 5"
FIRE ESCAPE DEVICE
7000
CARPET
2175
2175
7000
2100
2175
2175
2375
7000
4900.00 16' - 1"
2930.00 9' - 7" 3350.00 11' - 0"
4020.00 13' - 2"
3830.00 12' - 7"
1420.00 4' - 8"
1700.00 5' - 7"
1520.00 5' - 0"
1370.00 4' - 6"
CARPET
740 SQFT
LEGEND 65MM SUNK
DUCT
2850.00 9' - 4"
3550.00 11' - 8"
1210.00 4' - 0"
2940.00 9' - 8"
150MM SUNK
2540.00 8' - 4"
3050.00 10' - 0"
2750.00 9' - 0"
2930.00 9' - 7"
CHAJJA
DUCT
4560.00 15' - 0"
ODU
2400.00 7' - 10"
3050.00 10' - 0"
DUCT
2700
4600
4120.00 13' - 6"
2175
5635.00 18' - 6"
3355.00 11' - 0"
796 SQFT
1370.00 4' - 6"
ODU
DUCT PODIUM BELOW
SER.TOI ON MIDLANDING LVL.
DUCT
DUCT
CHAJJA
11400.00 [37'-5"]
4880.00 [16'-0"]
4400.00 [14'-5"]
CHAJJA
6190.00 [20'-4"]
DUCT
CARPET 69.70 SQMT
6850.00 [22'-6"]
2650.00 [8'-8"]
7075 2375
2175
4600
1550.00 [5'-1"]
950
2175
2175 2000
2000
7000
2700
7000
2175
2000
2175
2000
2175
6475.00 [21'-3"]
7070.00 [23'-2"]
2175
2700
4600
2100
2375
DUCT
2175
CARPET AREA 159.2 SQ M
DINING
ODU
7075
3080.00 [10'-1"]
2290.00 [7'-6"]
3040.00 [10'-0"]
3140.00 [10'-4"]
4020.00 [13'-2"]
3000.00 [9'-10"] 910.00 [3'-0"]
LEGEND 65MM SUNK DUCT
1520.00 [5'-0"]
DUC T
CHAJJA
1410.00 [4'-8"]
150MM SUNK
3810.00 [12'-6"]
2800.00 [9'-2"]
2800.00 [9'-2"]
2900.00 [9'-6"]
3970.00 [13'-0"]
3000.00 [9'-10"]
DUCT
PODIUM BELOW
1500
2750.00 [9'-0"]
1370.00 [4'-6"]
DUCT
1370.00 [4'-6"]
FIRE ESCAPE DEVICE
SER.TOI ON MIDLANDING LVL.
3100 [10'-2"]
1209 [4'-0"]
2440 [8'-0"]
3500 [11'-6"]
2489 [8'-2"]
4110 [13'-6"]
1209 [4'-0"] 2489 [8'-2"]
1329 [4'-4"] 2489 [8'-2"]
3050 [10'-0"]
3042 [10'-0"]
3080 [10'-1"]
FIRE ESCAPE DEVICE
3100 [10'-2"]
4020 [13'-2"]
4600
4900
4225 [13'-10"]
2375
7000
950
2000
2700 7000
2375
2175 7000
4018 [13'-2"] 3051 [10'-0"]
3050 [10'-0"] 2295 [7'-6"]
3080 [10'-1"]
LEGEND
1329 [4'-4"]
1209 [4'-0"]
3810 [12'-6"]
2269 [7'-5"]
2269 [7'-5"]
2269 [7'-5"]
4405 [14'-5"]
65MM SUNK
1209 [4'-0"]
150MM SUNK
3050 [10'-0"]
3050 [10'-0"]
PODIUM BELOW
4600
4900
4225 [13'-10"]
2175
2000
7000
2175
2000
1500
2175
2175 2000
2175
7200 [23'-7"]
2175
2700
7196 [23'-7"]
SER.TOI ON MIDLANDING LVL.
3048 [10'-0"] 1209 [4'-0"]
3098 [10'-2"]
1209 [4'-0"]
2439 [8'-0"]
3498 [11'-6"]
2489 [8'-2"]
2489 [8'-2"]
4108 [13'-6"]
2489 [8'-2"]
1329 [4'-4"]
FIRE ESCAPE DEVICE
5565 [18'-3"]
3098 [10'-2"]
7196 [23'-7"]
950
2000
2700 7000
2375
2175 7000
3078 [10'-1"]
2439 [8'-0"]
3041 [10'-0"]
3048 [10'-0"]
LEGEND
1329 [4'-4"]
1209 [4'-0"]
3808 [12'-6"]
2269 [7'-5"]
2269 [7'-5"]
2269 [7'-5"]
4408 [14'-6"]
65MM SUNK
1209 [4'-0"]
150MM SUNK
3048 [10'-0"]
3048 [10'-0"]
PODIUM BELOW
4600
4900
2175
2000
7000
2175
2000
1500
2175
2175 2000
2175
6022 [19'-9"]
2175
2700
7196 [23'-7"]
4018 [13'-2"]
4600
4900
2375
7000
SER.TOI ON MIDLANDING LVL.
1400.00 4' - 7"
1050.00 3' - 5"
900.00 2' - 11"
3350.00 11' - 0"
2440.00 8' - 0"
3900.00 12' - 10"
910.00 3' - 0"
DINING
3230.00 10' - 7"
7075 2175
1283.9 SQFT 2175
950
2000
2000
7000
2700
7000
2175
2000
2175
7200 23' - 7"
2000
2175
7200.00 23' - 7"
2175
2175
2700
4600
4075 13' - 4"
2100
2375
2175
1312 SQFT
4120 13' - 6"
910 3' - 0"
DINING
CHAJJA
3050 10' - 0"
3800 12' - 6"
3900 12' - 10"
2440 8' - 0"
ODU
7075
3230 10' - 7"
DUCT
1310 4' - 4"
2840 9' - 4"
3100 10' - 2"
DUCT
2840 9' - 4"
1400 4' - 7"
150MM SUNK
3850 12' - 8"
910 3' - 0" 3650 12' - 0"
1470 4' - 10"
LEGEND 65MM SUNK
900 2' - 11"
1680 5' - 6"
4020 13' - 2"
1500
4375 14' - 4"
2375
1720.00 5' - 8"
FIRE ESCAPE DEVICE
4600
2290.00 7' - 6"
3800.00 12' - 6"
1370.00 4' - 6"
ODU
DUCT 4120.00 13' - 6"
3100.00 10' - 2"
1010.00 3' - 4"
910.00 3' - 0"
2385.00 7' - 10"
3350.00 11' - 0"
1370.00 4' - 6"
CHAJJA
2540.00 8' - 4"
1680.00 5' - 6"
3550.00 11' - 8"
DUCT 2540.00 8' - 4"
2540.00 8' - 4"
3350.00 11' - 0"
4120.00 13' - 6"
PODIUM BELOW
SER.TOI ON MIDLANDING LVL.
1280
F05
F06
200
160
FFL +86.88 M SFL +86.78 M
FFL +87.04 M SFL +86.78 M
A13 2
B
AAC BLOCK WALL
10
C
BRICK WALL
D
STRUCTURAL RCC
SCALE- 1:50
THICKNESS OF WALL 0
FIRE RATING '0 ' hour fire rating
100
1
'1 ' hour fire rating
11
125
2
'2 ' hour fire rating
12
150
3
'3 ' hour fire rating
13
200
4
'4 ' hour fire rating
14
230
15
250
16
300
THICKNESS
NON STRUCTURAL R.C.C. AAC BLOCKS FILLING RCC
300
SHAFT LEGEND VS VENTILATION SHAFT MV MECHANICAL VENTILATION SHAFT ES EXHAUST SHAFT LP LOBBY PRESSURIZATION SHAFT
CLUB STAIRCASE TOWER STAIRCASE
DOOR NO.
PST
PARKING STAIRCASE (ONLY BASEMENT)
FD1
1200 X 2180
WOODEN
2 HOURS
FD1A
1200 X 2450
WOODEN
2 HOURS
ELEVATORS NOMENCLATURE SH
SHUTTLE ELEVATORS
PE
PASSENGER ELEVATORS
SE
SERVICE ELEVATORS
SIZE
TYPE
FFL +87.04 M SFL +86.78 M
DESIGN ARCHITECTS:
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
RADIUS DEVELOPERS ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
1200
1550
2050
C86
150
500X1100
HA
KEY PLAN SCALE 1:1500
2700 10 EQ. RISERS 1935 1500 2400 10 EQ. RISERS 2035
1835 FD1
1C.SH 1
2050 X 2050
275
500X1100 FFL +96.16 M SFL +95.90 M
1C-ST1-1
LEVEL DIFFERENCE
300 TYPICAL
2500 300
TYPICAL 150
C86
C77
2050
2050 X 2050
FD1
A13 2
425 FFL +96.16 M SFL +95.90 M
FFL +87.04 M SFL +86.78 M
ROAD SANABAD
2175
FD1
F05
1C.SH 1
DN 50 MM DIA. HANDRAIL 1600 100 MM THK PARDI WALL
FFL +96.11 M SFL +96.06 M
300
A13 2
475
1500
1C-ST1-1
1C-ST1-BASEMENT 4 PLAN
1C-ST1-BASEMENT 1 PLAN
SCALE- 1:50
SCALE- 1:50
4010-002 R0 FACADE CONSULTANT:
LIGHTING CONSULTANTS:
ICN Design International PTE LTD Priedemann India PVT LTD
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
LANDSCAPE CONSULTANTS:
STRUCTURAL CONSULTANTS:
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
Lighting Planners Associates PTE LTD
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
SUMER GROUP
300 TYPICAL
600 3 EQ. RISERS 1500 2700 10 EQ. RISERS
F06
200
A13 2
FIRE RATING
C77
NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
CLIENTS:
300 2 EQ. RISERS 1500
1478 1545 2250 937 1478
1600 2500
2175
FD1
DOOR LEGEND
CST ST
F07
FFL +86.99 M SFL +86.94 M
F05
T03
UP 1600
1600
57
58
200
763
F06
STAIRCASE NOMENCLATURE
WALL HATCH LEGEND
69 70
1545
F07
T5B
SFL +98.140 M.
2050
TYPES
4-ST1-BASEMENT 4 PLAN
T5A 4.ST01
475
2050
WALL TAG LEGEND TYPES OF WALL A NON STRUCTURAL RCC
68
675
1735
T 04
T02
150
1600
DETAIL @ B SCALE 1:5
3555
FD1
A13 2
UP BASEMENT PROFILE
937
PLAN
F08
1500
01
1735
1 .ST
DETAIL @ A SCALE 1:5
VS-16
1500
1A
GROOVES TO BE LEFT FOR ANTISKID STRIP
1575
71
1545
F08
1C
67
663
ND
T
A13 2
F09
2250
BA
200 475
1600
SFL +97.660 M.
11
AD
30MM THK PLASTER
4ST1-1
100 MM THK PARDI WALL
475
600 (3 EQ RISERS)
1500
50 MM DIA. HANDRAIL
I
18 MM THK KOTA FINISH FOR RISER
100 MM THICK & 1000MM HIGH RCC PARDI
1825
TO
RA
RO
A13 2
2375X350
937
32 18 20
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
800
C71
A13 2
10
2250
1750
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
2330 145
3200
300 TYPICAL
18MM THK NOSING
1600
300 TYPICAL
18 MM THK KOTA FINISH FOR TREAD
V.
DH AN
T1C
1225
S.
200
300 TYP
V7
B13 0
LP-06
800
ER
12 MM THK. GREEN MARBLE SKIRTING
100
SFL +88.540 M.
A13 2
F09
100MM THK RCC PAINTED 1000 MM HIGH PARDI WALL
BASEPLATE
50
E21
E20
E19
1C-ST1-1
3675
2700 10 EQ. RISERS
300
TO
A13 2
FFL +87.04 M SFL +86.78 M
E21
E20
F10 1478
160
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
V8
MV-06
SCALE- 1:50
F10
32 18
4650
2700 10 EQ. RISERS
2400 9 EQ. RISERS 2050
18 20
3705X250
A14 2
1C-ST1-GROUND FLOOR PLAN
SCALE- 1:50
1835
32
SECTION
C286
FD1
2035
FFL +100.640 M SFL +100.565 M
1C-ST1-BASEMENT 3 PLAN
SCALE- 1:50
T1B
150
200
1450
FFL +86.99 M SFL +86.94 M
FD1
1C-ST1-1
1C-ST1-1 SECTION
C281
1600
275
500X1100
2375X350
19 MM THK KOTA FINISH
50
1C.SH 1
2050 X 2050
1C-ST1-1
BASEMENT 04
100 MM THICK & 1000MM HIGH RCC PARDI WALL
UP
150
C86
C71
11
250X3225
C77
2050
85
2050 X 2050
275
FD1
160
500X1100
DN FFL +100.59 M SFL +100.54 M
1C.SH 1
2050
3040
2850
3040
2830
FD1
150
C86
1750
2050
F05
+99.74 M. 1500
125
A13 2
F05
2050
SFL
100
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
1600
1500
50
1600
100
1500
FFL +90.08 M SFL +89.82 M
763
50
10
2900
2400 9 EQ. RISERS
425
1500
1C-ST1-1
SFL +88.54 M.
01
2035
1835 FD1
F06
C77
2175
300
80
300 2 RISERS 160MM EACH
1875
F07
3200
A13 2
50 MM DIA RAILING 100 MM THK. PARDI WALL 1600
300 TYPICAL
300 TYPICAL A13 2
1600
82
FFL +100.11 M SFL +100.06 M
1500
763
FFL +89.92 M SFL +89.82 M
475
A13 2
A13 2
763
BASEMENT 03
300
200
100
F06
DN
FFL +90.03 M SFL +89.98 M
V6
100
300 TYPICAL
2500
2700 10 EQ. RISERS 2250
3040
F07
F08
1500
19
20 UP 1600
160
50 160
675
E19
L15
100 MM THK PARTITION WALL
FFL +90.08 M SFL +89.82 M
FFL +86.990 M SFL +86.940 M
1500
88
100 1500
937
160 1000
01
FFL +100.54 M SFL +100.38 M
UP
1545
3040
160
50
2780
1000
3040
2830
FD1
FD1
300
SCALE- 1:50
1600
1478
160 2780
1500
50 160 3040
160
FFL +92.96 M SFL +92.86 M
BASE.4TH TO BASE.3RD 19 RISERS: 160 MM EACH TREAD 300 MM EACH
11
200
4665
1000 1000
F08
BASEMENT 02
A13 2
1600
2400 9 EQ. RISERS
2500 1835
1735 663
763 75
3950
160 160
B
10
50 MM DIA. HANDRAIL
1600
29
W17
4ST1-1
1500
1500 2700 10 EQ. RISERS 300 TYPICAL
2250 937
2720 4000
1000
1600 1000
SFL.+88.540 M.
475
+100.54 M.
SFL +100.86 M.
A13 2
F09
1500
3530
FFL +90.030 M 19 SFL +89.980 M
100 MM THK PARDI WALL
2400 9 EQ. RISERS
1600
1600
A13 2
2035
1375
W16
SFL.+88.540 M.
4-ST1-1 SECTION
SCALE- 1:50
W15
20
FFL +86.88 M SFL +86.78 M
4-ST1-BASEMENT 1 PLAN
SCALE- 1:50
A13 2
50 MM DIA. HANDRAIL
1600
4-ST1-BASEMENT 3 PLAN
30
SFL +91.580 M.
3675
FD1
87
3675
30
BASE.3RD TO BASE.2ND 19 RISERS: 160 MM EACH TREAD 300 MM EACH
01
FFL+ 86.990 M. SFL+ 86.940 M.
BASEMENT 04
FD1
160 50
150
FFL +96.16 M SFL +95.90 M
FFL +90.08 M SFL +89.82 M
10
160
VS-16
FFL +96.00 M SFL +95.90 M
1000
145
FFL +93.070 M SFL +93.020 M
A13 2
300
FD1 150
11
3040
LP-06
FD1
20
1000
LP-06
19
BASEMENT 01
F09
FD1
BASEMENT 4 TO BASEMENT 3 19 RISER 160 MM EACH. TREAD 300 MM.
B13 0
VS-16
29
F10
F10
300
A
3555
B13 0
SFL.+91.580 M.
4ST1-1
MV-06
FFL +96.16 M SFL +95.90 M
38
85
2375X350
A
3040
FFL+ 90.030 M. SFL+ 89.980 M.
FFL +89.92 M SFL +89.82 M
A14 2
3555
FFL +90.08 M SFL +89.82 M
FFL +96.110 M 57 SFL +96.060 M
SFL
C71
FD1
FD1
39
SFL.+91.580 M.
BASEMENT 03
A13 2
4ST1-1
29
800
C71
300
V8
A13 2
MV-06
30
3705X250
V8 A14 2
3040 160
1000
300 TYPICAL
100
C286
FD1
BASEMENT 3 TO BASEMENT 2 19 RISER 160 MM EACH. TREAD 300 MM.
1000
3705X250
V7
3040
200
FD1
150
38
39
3040
1825
C286
FFL+ 93.070 M. SFL+ 93.020 M.
200
1C-ST1-1
BASE.2ND TO BASE.1ST 19 RISERS: 160 MM EACH TREAD 300 MM EACH
49
A13 2
1600 FFL +96.11 M SFL +96.06 M
48
1500
2375X350
300
FFL +92.96 M SFL +92.86 M
UP
100 MM THK. PARDI WALL
1450
1750
FFL +90.03 M SFL +89.98 M
C281
1825
1600
100
2900
58
SFL.+94.620 M.
1750
V7
57
DN 50 MM DIA RAILING 1600
58
48 SFL.+94.62 M.
300
BASEMENT 02
300 TYPICAL
300 TYPICAL UP
1600 100 MM THK. PARDI WALL
1450 200
20
49
3040
2400 9 EQ. RISERS
2700 10 EQ. RISERS
4650
2700 10 EQ. RISERS
2400 9 EQ. RISERS 300 TYPICAL
19
160
BASEMENT 2 TO BASEMENT 1 19 RISER 160 MM EACH. TREAD 300 MM.
250X3225
800
E21
E20
E19 3200
FD1
1000
67 68
C281
300
A13 2
250X3225
2900
FFL +96.00 M SFL +95.90 M
1600
29
58
3040
1600
57
B
1000
1600
30
DN 50 MM DIA RAILING
BASEMENT 01
4650
1600
100
FFL+ 96.110 M. SFL+ 96.060 M.
3200
1C-ST1-1
160
100
A13 2
SFL +97.66 M. 1500
1500
1500
SFL +91.58 M.
67
1000
L15
SFL.+97.660 M.
67 SFL.+97.66 M.
71
300
V6
A13 2
70
2830
A13 2
SFL.+98.140 M.
3040
A13 2
E21
E20
E19
A13 2
3680
4ST1-1
FFL +93.12 M SFL +92.86 M
FFL +100.640 M SFL +100.565 M
BASE.1ST TO GR FLR 28 RISERS: 160 MM EACH TREAD 300 MM EACH
3040
3530
GROUND FLOOR
1C-ST1-BASEMENT 2 PLAN
1600
1600
68
1500
L15
1000
W17
1600
1375
4ST1-1
W16
275
FD1
A13 2
A13 2
A13 2
1000
3530
W15
W14
1C.SH 1
2050 X 2050
SCALE- 1:50
3200
1600
1225
77
BASEMENT 1 TO GROUND FLOOR 28 RISER 160 MM EACH. TREAD 300 MM.
4665
W17
2050
FFL +93.12 M SFL +92.86M
1C-ST1-1
80
3040
SCALE- 1:50
W16
83
FFL +100.110 M 82 SFL +100.060 M SFL.+99.740 M.
FFL+ 99.310 M. SFL+ 99.260 M.
85
100
255
78
425
500X1100
SFL.+100.540 M. 85
PARTITION WALL
FFL +100.640 M SFL +100.565 M
V6
W14
GROUND FL.
C77
2175
FD1
150
C86
88
87 SFL.+100.860 M.
4-ST1-BASEMENT GROUND PLAN
SCALE- 1:50
145
PARTITION WALL
1000
FFL +100.640 M SFL +100.565 M
300
A13 2
1600
FD1
86
FFL+ 100.590 M. 85 SFL+ 100.540 M.
475
2050
3200
GROUND FLOOR
A13 2
DN
FFL +93.07 M SFL +93.02M
F05
97 SFL.+102.460 M.
160
VS-16 85
FD1A
4-ST1-BASEMENT 2 PLAN
150
GR FLR TO 1ST FLR 20 RISERS: 160 MM EACH TREAD 300 MM EACH
A13 2
SFL.+102.140 M.
95
F06
100 SFL.+102.940 M.
300
300
W15
300
4480
FFL +100.59 M SFL +100.54 M
FFL +93.12 M SFL +92.86 M
1375
SFL.+103.740 M.
505
96
LP-06
1705
VS-16
150
W14
105
F07 6300
1ST FLOOR
C286
1500
38
1600
2880
105
160
MV-06
675
39
A13 2
101
A13 2
1600
UP
SFL.+103.740 M.
4ST1-1
SFL.+105.340 M.
2400
1825
SFL+103.740 M.
85
DN
FD1 145
115
V6
1825
V8
C286
SFL.+105.660 M.
4650
3555 2330
B13 0
F07
160 3200
1800
1800
V8
1500
A13 2
117
2080
4ST1-1
LP-06
F08
4650
300 TYPICAL
FD1
1600
V7
A13 2
1000
300 200 TYPICAL
V7
FFL +100.59 M SFL +100.54 M
475 48
F08
1ST FLR TO 2ND FLR 20 RISERS: 160 MM EACH TREAD 300 MM EACH
3700X200
MV-06
FFL +93.12 M SFL +92.86 M
UP 1600
FFL +99.31 M SFL +99.26 M
3705X250
A14 2
125
SFL.+106.940 M.
SFL.+106.940 M.
78
2100 8 EQ. RISERS
1225
A13 2
77 DN 50 MM DIA RAILING 1600
2920
V8
C286
2ND FLOOR
150
1500
4742
FD1
86
100 MM THK. PARTITION WALL 1500
FFL +93.07 M SFL +93.02 M
C281
300
300 TYPICAL 600
A13 2
2850
1825
1450 200
V7
1500
100
100 MM THK. PARDI WALL
150
UP 1600 1750
2792
39
A13 2
100 MM THK PARDI WALL
49
100 MM THK. PARDI WALL
200X3150
300 TYPICAL
300 TYPICAL
38
DN 50 MM DIA RAILING 1600
1600
A13 2
F09
A13 2
3200
C281
250X3225
135 SFL.+108.540 M.
SFL +94.62 M.
50 MM DIA. HANDRAIL
1545
2400 9 EQ. RISERS
2700 10 EQ. RISERS
4650
2700 10 EQ. RISERS
2400 9 EQ. RISERS
50 MM DIA. RAIL
3675
1735
96
1000
49
3200
95
1478
1600
48
F10
2ND FLR TO 3RD FLR 20 RISERS: 160 MM EACH TREAD 300 MM EACH
2880
100
1600
2375X350
160
1500
1500
1600
C71
300
A13 2
+102.14 M.
3300
1C-ST1-1 145
SFL.+110.140 M.
SFL.+110.140 M.
800
A13 2
1000
100
1600
1500
1500
SFL +94.62 M.
SFL
763
3200
3RD FLOOR
V6 L15
937
663
V6 A13 2
2250
C71
A13 2
L15
1545
1600
4ST1-1
A13 2
F09 1478
1000
3530
1000
4ST1-1
1600
1000
1375
W17
1000
3530
W16
2880
1600
W15
W14
F10
W17
3200
1375
W16
1000
W15
W14
4010-002 R0
E21
E20
E19
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE.
NO.
DESCRIPTION
DATE
STAIRCASE DETAIL1C.ST1 & 4.ST01 PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
1260 DRG NO:
AVE-EX-A-NA-NA-4010-002
DRAWN BY:
SA
CHECKED BY:
RL
DATE:
02-08-2017
SCALE:
1:50
STATUS:
GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in
B13 0
2t1
FD1A
2.PE 2
1600
FFL +99.150M SFL +99.100M 1600
2700 10 EQ. RISERS
2ST1-1
FD1A
X4
1700
2700 10 EQ. RISERS
29
20
19
1200 5 EQ. RISERS
1500
2ST1-1
732
2250
FFL +110.240M
2t1 SFL +110.165M 2t2
A13 2
2250
2t3
2250
732
2t5
2t4
4640
1468
1468
FFL +99.200M
FFL +110.240M
2t7 SFL +110.165M 2t8
2t6
A13 2
732
2t1 SFL +98.940M 2t2
2250
2250
2t3
2250
732
2t5
2t4
2t6
FFL +107.040M SFL +106.965M
FD1A
3
'3 ' hour fire rating
13
200
4
'4 ' hour fire rating
14
230
15
250
16
300
SIZE
WALL HATCH LEGEND
TYPE
NON STRUCTURAL R.C.C. AAC BLOCKS FILLING RCC
FIRE RATING
FD1A
1200 X 2450
WOODEN
2 HOURS
SHAFT LEGEND VS VENTILATION SHAFT MV MECHANICAL VENTILATION SHAFT ES EXHAUST SHAFT LP LOBBY PRESSURIZATION SHAFT
ELEVATORS NOMENCLATURE SH
SHUTTLE ELEVATORS
PE
PASSENGER ELEVATORS
SE
SERVICE ELEVATORS
LEVEL DIFFERENCE
CST ST
CLUB STAIRCASE TOWER STAIRCASE
PST
PARKING STAIRCASE (ONLY BASEMENT)
PLAN DETAIL @ A SCALE 1:5
FFL +100.640 M SFL +100.565 M
+99.10 M. SFL
A13 2
+98.30 M. SFL
B13 0
FD1A
150
GROUND FLOOR
+100.565 M. SFL
1ST BASE. TO GR FLR. 28 RISERS: 160 MM EACH TREAD 300 MM EACH
2t8
C175
12
2 HOURS
100
32
+99.100M.
'2 ' hour fire rating
STAIRCASE NOMENCLATURE
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
+100.54 M. SFL
2-ST1- GROUND FLOOR PLAN SCALE- 1:50
B13 0
50
1468
2t7
2
+101.34 M. SFL
GROUND FLOOR +100.540 M.
2-ST1-BASEMENT 3RD FLOOR PLAN SCALE- 1:50 FFL +107.040M SFL +106.965M
2.PE 6
125
WOODEN
FFL +103.840 M SFL +103.765 M
+102.14 M. SFL
2.PE 5
11
1200 X 2180
100 MM THICK & 1000MM HIGH RCC PARDI
GR FLR. TO 1ST FLR. 20 RISERS: 160 MM EACH TREAD 300 MM EACH
FD1A
A13 2
1468
+103.74 M. SFL
200
'1 ' hour fire rating
FD1
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
A13 2
2.PE 4
STRUCTURAL RCC
DOOR NO.
BASEPLATE
1ST FLOOR
FFL +99.200M SFL +98.940M
X5
SFL +100.54 M.
D
1
SECTION
+105.34 M. SFL
18 20
300
C176
100MM THK RCC PAINTED 1000 MM HIGH PARDI WALL 12 MM THK. GREEN MARBLE SKIRTING
3200
FD1A
2.PE 6
2.PE 5
FFL +107.040 M SFL +106.965 M
50
L8
1500
2.PE 4
BRICK WALL
100
DOOR LEGEND
A13 2
A13 2
SFL +101.34 M.
L8
X5
2ND FLOOR
+106.94 M. SFL
+104.38 M. SFL
15
C
160
X4
1550
2ST1-1
SFL +102.14 M.
10
THICKNESS
3200
2700 10 EQ. RISERS
UP
10
AAC BLOCK WALL
19 MM THK KOTA FINISH
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
14
1600
1600
1600
2ST1-1
1600
FFL +99.200M SFL +98.940M
SFL +111.74 M. DN
2200
B
0
FIRE RATING '0 ' hour fire rating
32 18
2100
C176 200 X 10630
FFL +100.640M SFL +100.565M
UP
TYPES
THICKNESS OF WALL
A13 2
18 MM THK KOTA FINISH FOR TREAD
METER ROOM
+96.86 M. SFL
200
FFL +110.190M SFL +110.140M
1030
SFL +111.74 M.
1030
4430
FFL +110.190M SFL +110.140M
75
50 MM DIA. RAIL 100 MM THK. PARDI WALL
1ST FLR TO 2ND FLR. 20 RISERS: 160 MM EACH TREAD 300 MM EACH +106.94 M. SFL
DN
1030
6750
A13 2
100
WALL TAG LEGEND TYPES OF WALL A NON STRUCTURAL RCC
100 MM THICK & 1000MM HIGH RCC PARDI WALL
FD1A
FFL +100.590M SFL +100.540M
1600
2100
C175 200 X 10630
1600
C176 200 X 10630
+108.54 M. SFL
1500
FD1A
DN
SFL +111.74 M.
50 MM DIA. RAIL 100 MM THK. PARDI WALL
2400 9 EQ. RISERS
50
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
3200
1500
2000
50
FD1A
09
1030
C175 200 X 10630
2700 10 EQ. RISERS
1600
UP
1550
4430
2700 10 EQ. RISERS
1600
2000
FFL +110.240 M SFL +110.165 M
2ND FLR TO 3RD FLR. 20 RISERS: 160 MM EACH TREAD 300 MM EACH
PARTITION WALL
01
3RD FLOOR
+110.14 M. SFL
3200
L7
X3
2t8 1468
3200
X3
2t7 732
2.PE 3
A13 2
L7
2250
4010-003 R0
3200
2.PE 1 1500
1500
2.PE 3
2t6
2250
3200
2.PE 2
1200 5 EQ. RISERS
2.PE 1
X2
2t5
2250
FFL +100.640M SFL +100.540M
1400
X2
732
75
FD1A
2t4
2t3
2t2 1468
3200
B13 0
FFL +100.640M SFL +100.565M
4480
A13 2
FFL +110.240M SFL +110.165M
4480
FFL +110.240M SFL +110.165M
2.PE 3 PIT
+95.900 M.
GD1
+94.78 M. SFL
1600 1030
X4
3040 9120
3040
1500
63
3040
2.PE 6 PIT
2.PE 5 PIT
FFL +89.92 M SFL +89.82 M
+88.70 M. SFL
FFL +96.160M SFL +95.900M
BASEMENT PROFILE
T 04
+88.22 M. SFL
FD1
FD1A
FD1A
732
2250
FFL +107.040M
2t1 SFL +106.965M 2t2
2250
2t3
2250
732
1
A13 2
2t5
2t4
1468
1468
FFL +107.040M
2t7 SFL +106.965M 2t8
2t6
2t2
2t1
2-ST1-BASEMENT 2ND FLOOR PLAN SCALE- 1:50
732
2250
2250
2t3
2250
732
2t5
2t4
2t6
1468
FFL +86.88 M SFL +86.78 M
SECTION 2ST1-1 SCALE- 1:50
FFL +96.160M SFL +95.900M
2-ST1-BASEMENT 1 PLAN SCALE- 1:50
BASEMENT 04
+86.940 M.
4TH BASEMENT +86.780 M.
2t8
2t7
T5B
T03
T02
2-ST
FD1 1468
T5A
4TH BASE. TO 3RD BASE. 19 RISERS: 160 MM EACH TREAD 300 MM EACH 3040
2.PE 4 PIT
X5
3040
2.PE 6
2.PE 5
ND BA
BASEMENT 03
+89.98 M. SFL
1500
1500
2.PE 4
X5
RA
TO
200
L8 FFL +106.990M SFL +106.940M
AD
RO
T1C
FFL +106.990M SFL +106.940M
V.
FD1
A13 2
L8
A13 2
+91.26 M. SFL
2ST1-1
2100 8 EQ. RISERS 70
S.
I
ER
DH
AN
T1B
X4
2ST1-1
1800
2700 10 EQ. RISERS
1600
2ST1-1
TO
3RD BASE. TO 2ND BASE. 19 RISERS: 160 MM EACH TREAD 300 MM EACH
+91.74 M. SFL
SFL +96.86 M.
1500
1600
1600
1550
FFL +92.96 M SFL +92.86 M
1A
2ST1-1
BASEMENT 02
+93.02 M. SFL
58
62
SFL +98.30 M. UP
A13 2
T
SFL +108.54 M. DN
C176 200 X 10630
71
1600
30MM THK PLASTER
FD1
3040
2200
600
FFL +106.990M SFL +106.940M
DN
A13 2
+94.30 M. SFL
UP
METER ROOM
4430
1030
SFL +108.54 M.
FD1
SFL +94.78 M.
50 MM DIA. RAIL 100 MM THK. PARDI WALL
2100
FFL +96.160M SFL +95.900M
18 MM THK KOTA FINISH FOR RISER
DETAIL @ B SCALE 1:5
2ND BASE. TO 1ST BASE. 19 RISERS: 160 MM EACH TREAD 300 MM EACH
1200 5 EQ. RISERS
SFL +108.54 M.
C175 200 X 10630
1600
C176 200 X 10630
2130
DN
7200
FFL +106.990M SFL +106.940M
FFL +96.110M SFL +96.060M
2400 8 EQ. RISERS
1600
A13 2
1650
4430
2700 10 EQ. RISERS
1030
50 MM DIA. RAIL 100 MM THK. PARDI WALL
1600
UP
C175 200 X 10630
1550
FFL +96.00 M SFL +95.90 M
GROOVES TO BE LEFT FOR ANTISKID STRIP
3040
L7
A13 2
X3 2700 10 EQ. RISERS
32 18 20
3040
L7 X3
BASEMENT 01
+96.06 M. SFL
3040
FFL +106.990M SFL +106.940M
2.PE 2 PIT
1500
FFL +106.990M SFL +106.940M
1500
2.PE 1 PIT
X2
3840
2.PE 3
3040
2.PE 2
1400
2.PE 1
X2
4000
18MM THK NOSING
HASANAB
AD ROAD
KEY PLAN SCALE - 1:1500
FFL +103.840M SFL +103.765M
B13 0
47
28
FFL +93.070M SFL +93.020M
FFL +93.120M SFL +92.860M
UP
2ST1-1
1800
2100 8 EQ. RISERS
46
2ST1-1
200
39
2.PE 4
FFL +103.790M SFL +103.740M
1468
FFL +103.840M
2t1 SFL +103.765M 2t2
732
2250
2t3
2250
732
2t6
FFL +103.840M
2-ST1-BASEMENT 1ST FLOOR PLAN SCALE- 1:50
1468
2t1
732
2t2
2.PE 6
2.PE 5
2250
2250
2t3
2t4
FD1 2100 8 EQ. RISERS
1800
200 20
X4
FD1
X5
FFL +93.120M SFL +92.860M
2250
2t5
11
CUTOUT ABOVE
2ST1-1
732
2t6
2-ST1-BASEMENT 2 PLAN SCALE- 1:50
2.PE 4
CUTOUT
1600
FFL +86.990M SFL +86.940M
2100 8 EQ. RISERS
08
UP
DESIGN ARCHITECTS:
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
RADIUS DEVELOPERS ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
2ST1-1
1500
FD1
X5
2.PE 6
2.PE 5
2.PE 4
CUTOUT ABOVE
2.PE 6
2.PE 5
1468
2t8
2t1
732
2t2
2250
2t3
2250
2t4
2-ST1-BASEMENT 3 PLAN SCALE- 1:50
FFL +93.120M SFL +92.860M
2250
2t5
732
2t6
1468
1468
2t7
2t1
2t8
732
2t2
2250
2t3
2250
2250
2t5
2t4
2-ST1-BASEMENT 4 PLAN SCALE- 1:50
FFL +90.080M SFL +89.820M
732
2t6
1468
2t7
2t8
FFL +87.040M SFL +86.780M
4010-003 R0 FACADE CONSULTANT:
LIGHTING CONSULTANTS:
ICN Design International PTE LTD Priedemann India PVT LTD
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
LANDSCAPE CONSULTANTS:
STRUCTURAL CONSULTANTS:
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
Lighting Planners Associates PTE LTD
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
SUMER GROUP
FFL +87.040M SFL +86.780M
200
FD1
01
NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
CLIENTS:
C176 200 X 10630
FFL +87.040M SFL +86.780M
1468
2t7
1368
L8
1500
1468
2t7 SFL +103.765M 2t8
2.PE 4
CUTOUT
FFL +103.790M SFL +103.740M
2250
2t5
2t4
X5
2.PE 6
2.PE 5
1400
1500 2ST1-1
632
A13 2
L8
1500
1500
UP
1500
2200
SFL +88.22 M.
FFL +90.080M SFL +89.820M
X5
1600
FFL +90.080M SFL +89.820M
FFL +90.030M SFL +89.980M
2100 8 EQ. RISERS
SFL +88.70 M.
50 MM DIA. RAIL 100 MM THK. PARDI WALL
L8
L8
C175 200 X 10630
09
27
X4
C176 200 X 10630
12
1800
1500
1800
FD1
A13 2
DN
2200
SFL +91.26 M.
FD1
X4
A13 2
4430
1030
2ST1-1
1600 30
CUTOUT
1600
1600
2ST1-1
SFL +104.38 M.
1500 6 EQ. RISERS
X4
2200
3150
1368
2100 8 EQ. RISERS
SFL +91.74 M.
50 MM DIA. RAIL 100 MM THK. PARDI WALL
SFL +94.30 M.
1600
1500
105
1600
2100
SFL +105.34 M.
DN
SFL +94.78 M.
49
CUTOUT
C176 200 X 10630
C175 200 X 10630
632
4230
1600 2130
A13 2
A13 2
DN
L7
X3
31
1800
3150
2.PE 3
1500
1950
SFL +103.74 M.
FD1A
2.ST 1
50 MM DIA. RAIL 100 MM THK. PARDI WALL
1368
100
1030
1030
SFL +105.34 M.
1700
2ST1-1
UP
5500
4430
100 MM THK. PARTITION WALL
1650
C176 200 X 10630
SFL +103.74 M.
600 3 EQ. RISERS
50 MM DIA. RAIL 100 MM THK. PARDI WALL
SFL +105.50M.
C175 200 X 10630
4430
SFL +104.22 M.
900 4 EQ. RISERS
C175 200 X 10630
1600
FD1A
632
2.PE 2
1600
1500
2.PE 1
A13 2
4430
2100 8 EQ. RISERS
CUTOUT ABOVE
1030
X3
50
1800
3150
L7
A13 2
1600
114
1550
X2
2.PE 3
1030
113
1800 8 EQ. RISERS
L7
A13 2
X3
2.PE 2
2130
106
2000
2.PE 1
4230
1500
L7
CUTOUT
X2
2.PE 3
1400
2.PE 2
1600
2.PE 1
600 3 EQ. RISERS
CUTOUT
1500
X2
2.PE 3
1400
2.PE 2
UP
600 3 EQ. RISERS
1500
2.PE 1
X3
N7
FFL +103.790M SFL +103.740M
X2
B13 0
B13 0
1500
FFL +103.790M SFL +103.740M
FD1
FD1
FD1
1600
B13 0
2130
A13 2
600 3 EQ. RISERS
FD1A
1500
FFL +103.840M SFL +103.765M
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE. 6. FINISH MATERIALS WILL BE FINALISED AS PER CLIENT REQUIREMENT
NO.
DESCRIPTION
DATE
STAIRCASE DETAIL2.ST1 PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
1260 DRG NO:
AVE-EX-A-NA-NA-4010-003
DRAWN BY:
SA
CHECKED BY:
RL
DATE:
02-08-2017
SCALE:
1:50
STATUS:
GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in
SFL 100.54M
50 MM DIA. RAIL
1600
3RD FLOOR +110.140 M.
100 MM THK. PARDI WALL
SFL 100.54M
5A-ST1-1
UP 85 FD1A
C290 250 THICK
+108.540 M.
5A.SH 2
V9
5B.SH 1 2ND FLOOR +106.940 M.
3200
1125
60A
1920 +98.780 M.
+98.620 M.
55A
2775
2000
57A
A13 2
55A
V10
FD1
+95.100 M.
B12 0
1000
1306
A13 2
3200
3200
57A
+95.900 M.
+95.900 M.
A12 2
51
1500 42
V9
37A
SFL +92.86 M
2775
2000
2700 10 EQ. RISERS
41
+86.940 M.
5BST-1
19 MM THK KOTA FINISH
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
SECTION
GROUND FLOOR +100.540 M. 50
50
100
100 MM THICK & 1000MM HIGH RCC PARDI
PLAN DETAIL @ A SCALE 1:5
1000
1306
1019
3520
32 18
18 20
RAILING AS/DETAIL +89.980 M.
3RD BASEMENT +89.820 M. SFL.
4TH BASE. TO 3RD BASE. 19 RISERS: 160 MM EACH TREAD 300 MM EACH
11
300
100MM THK RCC PAINTED 1000 MM HIGH PARDI WALL 12 MM THK. GREEN MARBLE SKIRTING
10 +88.540 M.
18 MM THK KOTA FINISH FOR TREAD 18MM THK NOSING
01
32 18 20
+86.940 M.
4TH BASEMENT +86.780 M.
513
GROOVES TO BE LEFT FOR ANTISKID STRIP 18 MM THK KOTA FINISH FOR RISER
DETAIL @ B SCALE 1:5
V11 562
30MM THK PLASTER
SECTION 5B-ST1-1
MARBLE/GRANITE A13 2
5A-LIFT LOBBY
A13 2
5A-ST1-1 - SECTION SCALE - 1:50 B12 0
B12 0
W39
FD1
A15 2
UP 20
A13 2
50 MM DIA. RAIL
A13 2
21 UP
DN
5BST-1
FD1
C290 250 THICK
655
A13 2
W22
5A.SH 2
5A.SH 1
SFL +89.82 M
W23
5B.SH 1 150
1200
C303 500 X 5110
325
FD1
5B.SH 1
C303 500 X 5110
W26
FD1
B'B' 3000-001
5B-ST1
1993
B'
T03
T02
B13 0 MARBLE/GRANITE
5B.SH 2
A13 2
T5B
V10
V11 A13 2
SFL +89.82 M
T5A 5A-ST1
33
W26
T 04
5B.SH 2
V9
1125 W25
W24
W25
W24
D'D' 01 -0 3000
32
5BST-1
BASEMENT PROFILE
V10
5B-ST1- BASEMENT 4 PLAN SCALE - 1:50 A'
2000
W23
1125
5A-ST1- BASEMENT 4 PLAN SCALE - 1:50
FD1
2775
2000
2400 9 EQ. RISERS
20
11
V8
MARBLE/GRANITE
A13 2
655
2775
FD1
D'
V9
SFL 91.90M
SFL 89.980M
FD1
C284 259 X 3750
SFL 91.740
100 MM THK. PARDI WALL
5A.SH 2
5A.SH 1
A13 2
C293 200 THK
SFL 90.140
5BST-1
1A
A14 2
FD1
1440
1500
C290 250 THICK
A13 2
5BST-1
T
T
RA
ND
A OB
990
1600
C300 500X2500
SFL +86.78 M
1500
AD
1440
01
31
2700 10 EQ. RISERS
RO
A'A'
5A-ST1-1
A15 2
SFL 86.78M
22
1500
V8
V.
3000-001
SFL 89.980
V9
C300 500X2500
50 MM DIA. RAIL 100 MM THK. PARDI WALL
1815
1500
S.
I
ER
DH
AN
T1C
2000
L20 200 THK
C284 259 X 3750
TO
T1B
3100
30
29
C293 200 THK
1310
1993
2700 10 EQ. RISERS
V9
2700 10 EQ. RISERS
1330
W43
A13 2
3100
V8
1500
2440
1600
1600
1500
SFL 91.58M
W42
UP
DN
W41
2875
5A-ST1-1
10
50 MM DIA. RAIL 100 MM THK. PARDI WALL
SCALE - 1:50
SFL 88.54M
990
1600
5A-ST1-1
1350
W40
SFL 86.940
2000
1825
19
SFL 91.74M
200X3300
W39
V8
1500
1815
5B-ST1- BASEMENT 2 PLAN
10
2700 10 EQ. RISERS
C'C' 01 -0
31
V7
3000
C287
01
1500
SFL 88.540
50 MM DIA. RAIL 100 MM THK. PARDI WALL
1310
D16 0
3100
1500
W43
3100
L16 200 THICK
1330
A13 2
L20 200 THK
11
W42
2440
UP
A13 2
V7
W41
2875
1600
C287 200X3300
W40
FD1
1600
5A-ST1- BASEMENT 2 PLAN
W26
W25
W24
L16 20 THICK
A13 2
1350
1600
V7
FD1
1825
W23
B12 0
B12 0
1600
C311 500X1500
W22
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
1ST FLOOR +103.740 M.
+91.740 M.
22
21 20
+89.820 M.
V10
FD1
B13 0
5A-ST1-1
100
32 +91.900 M.
5B.SH 2 C303 500 X 5110
MARBLE/GRANITE
W22
33
3RD BASE. TO 2ND BASE. 22 RISERS: 160 MM EACH TREAD 300 MM EACH
54
5B.SH 1 SFL +92.86 M
1125
50
2ND BASEMENT +92.860 M.
+90.140 M.
53
175
40A
4TH BASEMENT +86.780 M.
300
DOOR NO. SIZE TYPE FIRE RATING FD1 1200 X 2180 WOODEN 2 HOURS FD1A 1200 X 2450 WOODEN 2 HOURS
+95.260 M.
37A+92.860 M.
V9
37A
FD1
655
DN
5BST-1
+93.500 M.
V8
SFL 95.420
1600
A12 2
5A.SH 2
5A.SH 1
SFL 93.500
3040
C290 250 THICK
C300 500X2500
+88.540 M.
16
32
C284 259 X 3750
UP
DN
39A
42
+95.420 M.
1310
900
2700 10 EQ. RISERS
19 RISER 160 MM TREAD 300 MM
1500
250
DOOR LEGEND
160
UP
A15 2
15
1600
3RD BASEMENT +89.820 M. SFL.
230
43
42 41
3040
+89.980 M.
W43
1500
SFL 95.260
50 MM DIA. RAIL 100 MM THK. PARDI WALL
53
2ND BASE. TO 1ST BASE. 22 RISERS: 160 MM EACH TREAD 300 MM EACH
40A
3040
1600
5A-ST1-1
52
2700 10 EQ. RISERS
SFL 93.660
C293 200 THK 19
43
1500
RAILING AS/DETAIL
SFL 93.50M
SFL 95.10M
2000
5A-ST1-1
41
DN
14
1ST BASEMENT +95.900 M.
1440
52
100 MM THK. PARDI WALL
3040
50 MM DIA. RAIL
3100
V8
200
A13 2
L20 200 THK
3100
+91.58 M.
1600
SFL 95.26M
+91.74 M.
1330
1600
SFL 93.34M
2440
1600
40
53
W42
+92.860 M.
3520
C287 200X3300
13
3040
L16 200 THICK
1500
1825
+92.860 M.
22 RISER 160 MM TREAD 300 MM
V7
W41
1815
A13 2
1350
5B-ST1- BASEMENT 1 PLAN W40 2875
1993
3520
2ND BASEMENT
150
75 +98.940 M.SFL.
64 63 +97.020 M. 62A
+97.180 M.
+93.660 M.
W39
12
65
B12 2
+93.340 M.
76
54
A13 2
+93.500 M.
125
NON STRUCTURAL R.C.C. AAC BLOCKS BRICKWALL RCC
100 MM THICK & 1000MM HIGH RCC PARDI WALL
990
RAILING AS/DETAIL
W26
W25
W24
11
+98.780 M.
513
1019
1500
W23
100
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
3520
+95.260 M.
10
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
1ST BASE. TO GR FLR. 22 RISERS: 160 MM EACH TREAD 300 MM EACH
FD1
W22
2ND FLOOR +106.940 M.
WALL LEGEND
THICKNESS
MARBLE/GRANITE
1ST BASEMENT +95.900 M.
22 RISER 160 MM TREAD 300 MM
B12 0
613
FD1
4
1500
86
85
+100.540 M.
V11
+97.020 M.
3520
FD1
GROUND FLOOR +100.540 M.
5B.SH 2 C303 500 X 5110
RAILING AS/DETAIL
'3 ' hour fire rating '4 ' hour fire rating
95 +102.140 M.SFL.
V9
SFL +95.90 M
MARBLE/GRANITE
C311 500X1500
5BST-1
1500
655
3
76
5B.SH 1
SFL +95.90 M 1125
STRUCTURAL RCC
BASEPLATE
62A
3520
5A.SH 2
D
75
1500
C290 250 THICK 5A.SH 1
63
DN
22 RISER 160 MM TREAD 300 MM
C300 500X2500
2700 10 EQ. RISERS
'2 ' hour fire rating
200
+100.380 M.
V9
5BST-1
105
3360
+100.540 M.
2
V8
SFL 98.940
DN
BRICK WALL
3360
64
GROUND FLOOR +100.540 M.
C
3520
GROUND FLOOR +100.540 M.
'1 ' hour fire rating
3040
72
1500
RAILING AS/DETAIL
106
GR FLR. TO 1ST FLR. 20 RISERS: 160 MM EACH TREAD 300 MM EACH
3520
2700 10 EQ. RISERS
+103.740 M.SFL.
1440
1500
3100
SFL 97.020
1
50
0
C284 259 X 3750
SFL 98.780
UP
UP
A15 2
1500
64
50 MM DIA. RAIL 100 MM THK. PARDI WALL
1310
AAC BLOCK WALL
+105.340 M.
3360
5A-ST1-1
74
2700 10 EQ. RISERS
1600
3200
1600
1600
SFL 97.02M
65
1600
SFL 98.62
W43
1ST FLOOR +103740 M.
SFL 97.180
C293 200 THK
1330
A13 2
L20 200 THK 1500
W42
2440
115
20 RISERS: 160 MM EACH TREAD 300 MM EACH
3200
3200 63
DN
2000
5A-ST1-1
+102.140 M.
W41
2875
62
3100
73
W40
1ST FLOOR +103.740 M.
1600
1825
50 MM DIA. RAIL 100 MM THK. PARDI WALL
1350
SFL 96.86M
SFL 98.78
V8
W39
RAILING AS/DETAIL
L16 200 THICK 74
5B-ST1- GROUND FLOOR PLAN SCALE - 1:50
3200
+105.340 M.
A13 2
C287 200X3300
126
B13 0
5A-ST1- GROUND FLOOR PLAN SCALE - 1:50
1500
125
RAILING AS/DETAIL
V11
W26
W25
W24
V7
+106.940 M.SFL.
3200
W23
135 +108.540 M.SFL.
3520
2000
20 RISER 160 MM TREAD 300 MM
W22
2775
20 RISER 160 MM TREAD 300 MM
655
20 RISERS: 160 MM EACH TREAD 300 MM EACH
V10
C303 500 X 5110
B
THICKNESS OF WALL
5B.SH 2
RAILING AS/DETAIL
'0 ' hour fire rating
3RD FLOOR +110.140 M.
96
SFL +100.565 M
0
TYPES
3200
5A.SH 1
5BST-1
FD1A
3200
C300 500X2500
2700 10 EQ. RISERS
84
145
+110.140 M.SFL.
NON STRUCTURAL RCC
4640
V9
DN
5BST-1
A13 2
RAILING AS/DETAIL
1815
94
1500
2440
V8
1993
2700 10 EQ. RISERS
2875
FIRE RATING
A
990
1500
20 RISER 160 MM TREAD 300 MM
A15 2
C284 259 X 3750
W42
1440
3100
SFL 105.34M
2000
5A-ST1-1
RAILING AS/DETAIL
84
SFL 100.54M
C293 200 THK
W41
W40
3200
V8
50 MM DIA. RAIL 100 MM THK. PARDI WALL
SFL 102.14M
UP
SFL 100.54M
1500
3200
1125
95
2700 10 EQ. RISERS
3100
SFL 100.38M
2000
86
1500
FD1A
TYPES OF WALL
3200
2775
DN
W26
4010-005 R0
WALL LEGEND
1310
1815
W25
W24
W43
990
W23
1330
A13 2
L20 200 THK
FD1A
W42
2440
1600
1500
W41
2875
1600
83
95
1600
1825
C287 200X3300
W40
L16 200 THICK
A13 2
V7
1350
1993
W39
HASANAB
AD ROAD
MARBLE/GRANITE
V11
5A-ST1- BASEMENT 3 PLAN SCALE - 1:50
STAIRCASE DETAILS: 5A-ST1 MARBLE/GRANITE
NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
CLIENTS:
5B-ST1- BASEMENT 3 PLAN SCALE - 1:50
DESIGN ARCHITECTS:
FACADE CONSULTANT:
LIGHTING CONSULTANTS:
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
RADIUS DEVELOPERS ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
ICN Design International PTE LTD Priedemann India PVT LTD
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
LANDSCAPE CONSULTANTS:
STRUCTURAL CONSULTANTS:
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
4010-005 R0
The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
Lighting Planners Associates PTE LTD
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
SUMER GROUP
5B-ST1- BASEMENT 4 PLAN SCALE - 1:1500
STAIRCASE DETAILS: 5B-ST1
B13 0
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE.
NO.
DESCRIPTION
DATE
STAIRCASE DETAIL5A.ST1 & 5B.ST1 PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
1260 DRG NO:
AVE-EX-A-NA-NA-4010-005
DRAWN BY:
SA
CHECKED BY:
RL
DATE:
02-08-2017
SCALE:
1:50
STATUS:
GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in
XB1
HEIGHT TO BE DECIDED AS PER LANDSCAPE SCHEME
XB2
XB6
HEIGHT TO BE DECIDED AS PER LANDSCAPE SCHEME
5380
4010-006 R0
XB7
5330
350 MM THK RETAINING WALL
350 MM THK RETAINING WALL
235
3040
A13 2
A13 2
+87.2600 M. 1
PC12 300 X 1000
+86.9400 M.
400
FFL +100.43 M SFL +100.38 M
FD1
100 MM THK PARDI WALL
300 2 EQ. RISERS
5100
1850
300
300
1200
800
1200 1550
PST2-1 PST2-1
5100
1700
1 UP
FFL SFL
100 MM THK PARDI WALL 50 MM THK RAILING
3680
+86.99M +86.940 M PST2-1
SFL +88.86M.
+87.04 M +86.780 M
PC16 300 X 1000
PC12 300 X 1000 PST2- GROUND FLOOR PLAN SCALE - 1:50
PST1- GROUND FLOOR PLAN SCALE - 1:50
A13 2
PC11 300 X 1000
FFL +86.880 M SFL +86.780 M
PST2- BASEMENT 4 PLAN SCALE - 1:50
XB6
XB2
XB7
DETAIL TO BE CONFIRMED BY STRUCTURAL CONSULTANT
DETAIL TO BE CONFIRMED BY STRUCTURAL CONSULTANT
5330
T5A
T5B
1800 7 EQ RISERS
A13 2 1880
A13 2
A13 2
1730
FFL +96.160 M SFL +95.900 M
FFL +96.160 M SFL +95.900 M
1370
FFL +96.000 M SFL +95.900 M
WALL TAG LEGEND TYPES OF WALL A NON STRUCTURAL RCC
TYPES
B
AAC BLOCK WALL
10
C
BRICK WALL
D
STRUCTURAL RCC
0
FIRE RATING '0 ' hour fire rating
100
1
'1 ' hour fire rating
11
125
2
'2 ' hour fire rating
12
150
3
'3 ' hour fire rating
13
200
4
'4 ' hour fire rating
14
230
15
250
16
300
THICKNESS
DOOR NO. NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
DESIGN ARCHITECTS:
FACADE CONSULTANT:
LIGHTING CONSULTANTS:
ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
ICN Design International PTE LTD Priedemann India PVT LTD
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
TYPE
FIRE RATING
FD1
1200 X 2180
WOODEN
2 HOURS
FD1A
1200 X 2450
WOODEN
2 HOURS
STRUCTURAL CONSULTANTS:
The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
Lighting Planners Associates PTE LTD
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
YB1
18MM THK NOSING
PC11 300 X 1000
32 18 20
30MM THK PLASTER
DETAIL @ B SCALE 1:5
STAIRCASE NOMENCLATURE CST ST
CLUB STAIRCASE TOWER STAIRCASE
PST
PARKING STAIRCASE (ONLY BASEMENT)
GROOVES TO BE LEFT FOR ANTISKID STRIP 18 MM THK KOTA FINISH FOR RISER
PST2- BASEMENT 1 PLAN SCALE - 1:50
LEVEL DIFFERENCE
4010-006 R0
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
RADIUS DEVELOPERS
LANDSCAPE CONSULTANTS:
SIZE
WALL HATCH LEGEND NON STRUCTURAL R.C.C. AAC BLOCKS FILLING RCC
18 MM THK KOTA FINISH FOR TREAD
FFL +96.000 M SFL +95.900 M
A13 2
THICKNESS OF WALL
12 MM THK. GREEN MARBLE SKIRTING
FD1
PC16 300 X 1000
PC12 300 X 1000
DOOR LEGEND
CLIENTS:
FFL +96.160 M SFL +95.900 M FD1
PST1- BASEMENT 1 PLAN SCALE - 1:50
ROAD SANABAD
1500
300
300
300
FD1
100MM THK RCC PAINTED 1000 MM HIGH PARDI WALL
1600
800
PC11 300 X 1000
FD1
300
PST2-1
A13 2
800
T03
1880
PST2-1
1680
FFL +96.160 M SFL +95.900 M
100 MM THK PARDI WALL 50 MM THK RAILING
160
DN
5230 1500
58
18 20
FFL +96.110 M SFL +96.060 M
7 RISERS OF 160 MM
PST1-1
32
UP
TYP. 57 300 1600
1500
1700
61
73
84
1500
DN
SFL +96.54 M.
32 18
SFL +98.620 M.
1880
1850
1850
3600 13 EQ. RISERS
600 3 EQ. RISERS
FFL +100.48 M SFL +100.38 M
FFL +100.48 M SFL +100.38 M
1500
A13 2 100 MM THK PARDI WALL 50 MM THK RAILING
57
1880
PST1-1
FD1
FD1
FFL +100.43 M SFL +100.38 M
3000 11 EQ. RISERS
400
FFL +100.43 M SFL +100.38 M
84
73
1500
1850
1500
3200
T1C
T 04
3480
400
UP
1600
T1B
BASEMENT PROFILE
3000 11 EQ RISERS
1950
1850 5100
1A
58
FFL +96.110 M SFL +96.060 M
PST-2 PST-1
1500
SFL +98.620 M.
61
1700 600 3 EQ. RISERS
T
KEY PLAN SCALE 1:1500
TYP. 300
SFL +96.54 M.
A13 2
D
3600 13 EQ RISERS
200
1880
250 MM THK RETAINING WALL
200
355
HA
YB1
FD1 800
FD1
FFL +86.880M SFL +86.780M
T02
FFL +87.040 M SFL +86.780 M
1500
FFL SFL
1500
FFL +87.040 M SFL +86.780 M
YB1
YB1
YB1
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
3
1880
1600
1500 PST2-1
1680
1600
SUMER GROUP
SFL +87.260 M.
1650
I ER DH AN TO
TO
600 3 EQ. RISERS
A13 2
1880
A13 2
9
250 MM THK RETAINING WALL
RA ND BA
1800 7 EQ. RISERS
SFL +88.380 M.
73
FFL +100.32 M SFL +99.405 M
5380
OA
3045
2565 1000
1550
PST1-1
XB1
.R
600 MM THK RETAINING WALL
SFL +98.620 M.
84
PST1-1
PST1- BASEMENT 4 PLAN SCALE - 1:50
V S.
5330
A13 2
1500
DN
LANDSCAPE GARDEN
FFL +100.32 M SFL +99.405 M
XB7
5330 1900
3000 11 EQ RISERS
FFL +100.43 M SFL +100.38 M
FFL +100.48 M SFL +100.38 M
LANDSCAPE GARDEN
A13 2
PST1-1
1500
FD1
A13 2
1500
FD1
FFL +100.48 M SFL +100.38 M
84
50 MM THK RAILING
1500
1600 +87.04 M +86.780 M
FFL +89.920 M SFL +89.820 M
12
SFL +88.86M.
1500
300
FFL SFL
800
PC11 300 X 1000
FD1
PC11 300 X 1000
5100
73
A13 2 YB1
YB1
FD1
1600
1500
DN
A13 2
1800 7 EQ. RISERS
1600
FD1
200
3500
1880
FFL +90.080 M SFL +89.820 M
300 2 EQ. RISERS
9
300
PST1-1
+86.99M +86.940 M
1600
XB6
A13 2
600 3 EQ. RISERS
300 2 EQ. RISERS
5100
3000 11 EQ RISERS
12
FFL SFL
1500
PST2- BASEMENT 3 PLAN SCALE - 1:50
XB7
DETAIL TO BE CONFIRMED BY STRUCTURAL CONSULTANT
A13 2
1500
1600
1500
SFL +88.380 M.
UP
100 MM THK PARDI WALL 50 MM THK RAILING
PST2-1
PC16 300 X 1000
4TH BASEMENT
PST2-1 SECTION SCALE - 1:50
6400
1500
1
1730
+86.9400 M.
UP
1880
A13 2
6450
1850
1800 7 EQ.RISERS
150
+86.940 M.
20
DN
FFL +90.080 M SFL +89.820 M
+87.2600 M.
1700
FFL +90.030 M SFL +89.980 M
1800 7 EQ. RISERS
SFL +91.90 M.
PST2-1
19
400
1850
A13 2
1880
A13 2
XB6
SFL +98.620 M.
3
9
1
FFL +86.88 M SFL +86.78 M
PLAN
TYP. 300
1550
3
BASEMENT 04
DETAIL TO BE CONFIRMED BY STRUCTURAL CONSULTANT
1500
1700
A13 2
5380
600 MM THK RETAINING WALL
TYP. 300
100 MM THICK & 1000MM HIGH RCC PARDI
XB2
5380
SFL +87.260 M.
+88.3800 M.
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
XB1
XB2
A13 2
100
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
FFL +86.88 M SFL +86.78 M
22
1880
DETAIL @ A SCALE 1:5
XB1
1880
4TH BASE. TO 3RD BASE. 19 RISER 160 MM. TREAD 300 MM.
+88.8600 M.
BASEMENT 04
+86.940 M.
PST1-1 SECTION SCALE - 1:50
PST1- BASEMENT 3 PLAN SCALE - 1:50
50
150
310 2 EQ. RISERS
1000 1000
A13 2
3
FFL +89.920 M SFL +89.820 M
A13 2
50
A13 2
31
5100
PC11 300 X 1000
+88.8600 M.
+89.9800 M.
SFL +90.30 M.
300
800
FFL +90.080 M SFL +89.820 M
FFL +90.080 M SFL +89.820 M
FD1
FFL +89.92 M SFL +89.82 M
1500
FD1
19
13
9 +88.3800 M.
28
+90.3000 M.
1880
800
1680
A13 2
1500
1500
300
PST1-1
SFL +91.90 M.
BASEMENT 03
FFL +89.92 M SFL +89.82 M
3040
1500
300
3500
PST1-1
YB1
BASEMENT 03
1920
1800 7 EQ. RISERS
SECTION
1800 7 EQ. RISERS
SFL +91.420 M.
22
A13 2
13
3040 19 RISER 160 MM.
1880
4TH BASE. TO 3RD BASE. 19 RISER 160 MM. TREAD 300 MM.
28
1550
A13 2
BASEPLATE
+89.9800 M.
19
1500
DN
1600
+90.3000 M.
+91.4200 M.
3RD BASE. TO 2ND BASE. 19 RISER 160 MM. TREAD 300 MM.
32
+91.9000 M.
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
31 1600
FFL +90.030 M SFL +89.980 M
A13 2
5330 400 MM THK RETAINING WALL
600 3 EQ. RISERS
19
21
XB7
+93.0200 M.
1850
UP
50 MM THK RAILING 100 MM THK PARDI WALL
38
+91.9000 M.
A13 2
PST2- BASEMENT 2 PLAN SCALE - 1:50
+93.3400 M.
FFL +92.96 M SFL +92.86 M
A13 2
A13 2
300
400
20
BASEMENT 02
100 MM THICK & 1000MM HIGH RCC PARDI WALL
+91.4200 M.
PC11 300 X 1000
FFL +92.960 M SFL +92.860 M
1200
1600 600 3 EQ. RISERS
1880
300 2 EQ. RISERS
5100
28
19 MM THK KOTA FINISH
FFL +92.96 M SFL +92.86 M
28
YB1
FD1
A13 2
1200
1650 22
1700
A13 2
FD1
41
32
3040 19 RISER 160 MM.
SFL +91.420 M.
1650
TYP. 300
1500
FFL +93.120 M SFL +92.860 M
1750
1800 7 EQ. RISERS
1500
XB6
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
BASEMENT 02
+93.0200 M.
3RD BASE. TO 2ND BASE. 19 RISER 160 MM. TREAD 300 MM.
1750
SFL +90.30 M.
A13 2
38
100
3040
400 MM THK RETAINING WALL
A13 2
50
47
PST2-1
150 400
+93.3400 M.
50
+96.0600 M.
1650
40
+94.4600 M.
1000
5380
1880
+94.4600 M.
A13 2
XB2
XB1
+94.9400 M.
+94.9400 M. 47
51
100 MM THK PARDI WALL 50 MM THK RAILING
1880
PC16 300 X 1000
600 3 EQ. RISERS
51
+96.5400 M.
2ND BASE. TO1ST BASE. 19 RISER 160 MM. TREAD 300 MM.
1000
FFL +92.960 M SFL +92.860 M
57
FFL +96.00 M SFL +95.90 M
FFL +96.00 M SFL +95.90 M
3040
2ND BASE. TO1ST BASE. 19 RISER 160 MM. TREAD 300 MM.
PST1- BASEMENT 2 PLAN SCALE - 1:50
188
3680
1370
A13 2
BASEMENT 01
BASEMENT 01
57
3040
+96.0600 M.
3040
PC12 300 X 1000
60
3040
PC11 300 X 1000
60
UP
1600 1650
61
3040
800
FFL +93.120 M SFL +92.860 M
+96.5400 M.
FFL +93.120 M SFL +92.860 M
FD1
39
FFL +93.070 M SFL +93.020 M
1800 7 EQ. RISERS
SFL +94.94 M.
FFL +93.120 M SFL +92.860 M
A13 2
1000
FD1
3040 19 RISER 160 MM.
YB1
PST2-1
1500
A13 2
1700
DN
4465
A13 2
TYP. 38 300
3040 19 RISER 160 MM.
1730
41
1880
1550
A13 2
A13 2
1920
1500
+98.7800 M.
1ST BASE. TO GR. FLOOR 28 RISER 160 MM. TREAD 300 MM.
3040 19 RISER 160 MM.
SFL +94.94 M.
+98.6200 M.
73
+98.6200 M.
A13 2
50
3040 19 RISER 160 MM.
PST1-1
73
GROUND FLOOR BELOW GARDEN SFL. +99.405 M.
3505
1500
300
1600
300
200
1ST BASE. TO GR. FLOOR 28 RISER 160 MM. TREAD 300 MM.
3045
3500
1800 7 EQ RISERS
GROUND FLOOR BELOW GARDEN SFL. +99.405 M.
GROUND FLOOR BELOW GARDEN SFL. +99.405 M.
SFL +93.34 M. 24 76
47
FFL. +100.320 M.(GARDEN FFL.)
3040
DN
1880
PST1-1
100 MM THK PARDI WALL
GROUND FLOOR BELOW GARDEN SFL. +99.405 M.
15002300
1600
FFL +93.070 M SFL +93.020 M
50 MM THK RAILING
50
38
A13 2
84
3505
UP
5330
A13 2
1600
400
39
+100.380 M.
FFL. +100.320 M.(GARDEN FFL.)
FFL. +100.320 M.(GARDEN FFL.)
2565
47
1880
600 3 EQ RISERS
300 2 EQ. RISERS
5100
41
FFL +100.4800 M. SFL +100.3800 M.
FFL +100.4800 M. SFL +100.3800 M.
+100.3800 M.
XB7
300
5380
FFL. +100.320 M.(GARDEN FFL.)
1700
84
XB6
400 600
XB2
XB1
1850
1750
SFL +94.460 M.
1880
7 EQ. RISERS
SFL +94.460 M. 1750
1500
3040
TYP. 300
SFL +93.34 M.
A13 2
1800 7 EQ RISERS
200
1880
1550
DETAIL TO BE CONFIRMED BY STRUCTURAL CONSULTANT
DETAIL TO BE CONFIRMED BY STRUCTURAL CONSULTANT
200
270
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE.
NO.
DESCRIPTION
DATE
STAIRCASE DETAILPST1 & PST2 PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
1260 DRG NO:
AVE-EX-A-NA-NA-4010-006
DRAWN BY:
SA
CHECKED BY:
RL
DATE:
02-08-2017
SCALE:
1:50
STATUS:
GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in
FFL +110.240M SFL +110.165M
FFL +100.640M SFL +100.565M
B13 0
FFL +99.200M SFL +98.940M
1463
FD1A
FFL +100.640M SFL +100.565M
Y2
3.PE 2
3.PE 3
74
86
77
85
76
A13 2
SFL +99.100 M.
125
FFL +99.200M SFL +98.940M
Y5
200 MM THK
3.PE 4
2250
2250
3t3
2250
730
3t5
3t4
C207
1463
1470
734
FFL +100.640M 3t1 SFL +100.565M 3t2
FFL +110.240M 3t8 SFL +110.165M
3t7
3t6
115
B13 0
2250
3t3
2250
2250
730
3t5
3t4
FFL +99.200M SFL +98.940M 3t8
4480
77
+98.300 M.
3200 76
3t3
730
3t5
3t4
3-ST1- 2ND FLOOR PLAN SCALE - 1:50
FFL +103.840M SFL +103.765M
1463
FFL +107.040M 3t8 SFL +106.965M
3t7
3t1
1200 X 2450
WOODEN
2 HOURS
ELEVATORS NOMENCLATURE SH
SHUTTLE ELEVATORS
PE
PASSENGER ELEVATORS
SE
SERVICE ELEVATORS
LEVEL DIFFERENCE
CST ST
CLUB STAIRCASE TOWER STAIRCASE
PST
PARKING STAIRCASE (ONLY BASEMENT)
300
100MM THK RCC PAINTED 1000 MM HIGH PARDI WALL
3200 4320
GROOVES TO BE LEFT FOR ANTISKID STRIP 18 MM THK KOTA FINISH FOR RISER
DETAIL @ B SCALE 1:5
FFL +96.00 M SFL +95.90 M
30MM THK PLASTER
734
FFL +96.160M 3t2 SFL +95.900M
2250
3t3
2250
+89.980 M.
FFL +93.120M SFL +92.860M
S.
V.
RO
I
ER
DH
AN
AD
TO
9120
+91.740 M.
+91.260 M.
730
3t5
20
19
BASEMENT 03
12
11
+88.700 M.
08
+88.220 M.
BASEMENT PROFILE
T 04
T03
T02
3040
4TH BASE. TO 3RD BASE. 19 RISERS: 160 MM EACH TREAD 300 MM EACH
1470
3t7
3t6
ND BA
FFL +89.92 M SFL +89.82 M
Y6
2250
3t4
3040
3840
3040 30
27
T5A
1
T 3-S
1760
BASEMENT 04 FFL +86.88 M SFL +86.78 M
+86.780 M. SFL
3t8
HASANAB
AD ROAD
3-ST1-1 SECTION SCALE - 1:50
A13 2
B13 0
FFL +90.080M SFL +89.820M
T5B
A13 2
01
+86.940 M.
B13 0
BASEMENT 02
+89.820 M. SFL
3.PE 6
3.PE 5
TO
A13 2
3-ST1- BASEMENT 1 PLAN SCALE - 1:50
FFL +103.840M SFL +103.765M
B13 0
+94.300 M.
A13 2
1470
3t6
FD1A
18 20
RA
31
3040
1500
3.PE 4
46
A13 2
Y5
FFL +96.160M SFL +95.900M Y6
+94.780 M.
3ST1-1
1800
L 11
2250
NON STRUCTURAL R.C.C. AAC BLOCKS FILLING RCC
FIRE RATING
32 18 20
3040
2100 8 EQ. RISERS
3040
SFL +94.78 M.
200 MM THK
2250
32
FFL +92.96 M SFL +92.86 M
3040
1600
1500
49
39
38
3RD BASE. TO 2ND BASE. 19 RISERS: 160 MM EACH TREAD 300 MM EACH
3040
FFL +107.040M 3t1 SFL +106.965M 3t2
2250
TYPE
T1C
734
WALL HATCH LEGEND
METER ROOM
A13 2
+92.860 M. SFL
FD1A
1463
300
DETAIL @ A SCALE 1:5
BASEMENT 01
50
+93.020 M.
A13 2
L 11
FD1A
250
16
Y4
200 MM THK
3.PE 6
3.PE 5
15
12 MM THK. GREEN MARBLE SKIRTING
1500
200
FFL +106.990M SFL +106.940M 3.PE 4
3040
74
Y5
FFL +106.990M SFL +106.940M
230
2 HOURS
PLAN
A13 2
100 MM THK PARDI WALL
FD1
3ST1-1
3ST1-1
2000
72
57
FFL +96.110M SFL +96.060M
UP
2700 10 RISERS 160MM EACH
14
A13 2
50 MM THK RAILING
58 UP
A13 2 2215
1600
1600
1550
71
63 2200
1200 5 EQ. RISERS
1030
1030
1030 1230 1600
2700 10 RISERS 160MM EACH
SIZE
T1B
2000
Y4
2000
SFL +98.30 M.
1600
DN
DN
62
1650
SFL +108.54 M.
'4 ' hour fire rating
1A
7200 2900
3ST1-1
FFL +106.990M SFL +106.940M
4
T
FFL +106.990M 2100 SFL +106.940M
200
C208
57
2ND BASE. TO 1ST BASE. 19 RISERS: 160 MM EACH TREAD 300 MM EACH
C208 200 X 10630
2215
FFL +96.160M SFL +95.900M
100 MM THK PARDI WALL
SFL +108.54 M.
13
71
2215
200 X 10630 50 MM THK RAILING
2100
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
FFL +103.840 M SFL +103.765 M
+95.900 M.
Y3
1530
1600
C207
1030
200 X 10630
C208 200 X 10630
TYP. 300
1600
SFL +108.54 M.
'3 ' hour fire rating
18MM THK NOSING
63
62
+96.060 M.
2400 8 EQ. RISERS
600 3 EQ. RISERS
GD1
DN
3
STAIRCASE NOMENCLATURE
+99.100 M. SFL
+95.900 M. SFL
L 10 200 MM THK
Y3
1550
2215
UP
Y2
3.PE 3
2000
1600
C207
TYP. 300
2700 10 RISERS 160MM EACH 1600
1600
2000
3.PE 2
A13 2
L 10 200 MM THK
150
1500
FFL +106.990M SFL +106.940M
3.PE 1
1500
FFL +106.990M SFL +106.940M
12
18 MM THK KOTA FINISH FOR TREAD
FFL +96.160M SFL +95.900M
Y2
3.PE 3
'2 ' hour fire rating
SHAFT LEGEND VS VENTILATION SHAFT MV MECHANICAL VENTILATION SHAFT ES EXHAUST SHAFT LP LOBBY PRESSURIZATION SHAFT
FD1
+96.860 M.
3.PE 2
2
WOODEN
100
FFL +100.640 M SFL +100.565 M
FD1
3.PE 1
50
GROUND FLOOR
A13 2
B13 0
125
1200 X 2180
100 MM THICK & 1000MM HIGH RCC PARDI
85
+100.540 M. SFL
11
FD1
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
+103.740 M.
'1 ' hour fire rating
SECTION
1ST FLOOR
105
1
91
90
FD1A
FD1A
FFL +107.040 M SFL +106.965 M
96
FD1
+100.565 M. SFL
1470
3t7
3t6
A13 2
+102.140 M.
1ST BASE. TO GR FLR. 28 RISERS: 160 MM EACH TREAD 300 MM EACH
FFL +96.160M SFL +95.900M
BASEPLATE
PARTITION WALL
106
4640
FFL +107.040M SFL +106.965M
DOOR NO.
+104.220 M.
95
3-ST1- GROUND FLOOR PLAN SCALE - 1:50
3-ST1- 3RD FLOOR PLAN SCALE - 1:50
FFL +107.040M SFL +106.965M
STRUCTURAL RCC
100
DOOR LEGEND
GR FLR. TO 1ST FLR. 20 RISERS: 160 MM EACH TREAD 300 MM EACH
Y6
3.PE 6
3.PE 5
2ND FLOOR
+106.940 M.
+105.340 M. 115
106 1ST FLOOR +103.740 M. 105
L 11
Y6
125
+104.380 M.
FD1A
734
D
Y4
3ST1-1
FD1A
MS PLATE CONNECTION BETWEEN HAND RAIL AND SUPPORT
126
+101.3400 M.
1463
BRICK WALL
19 MM THK KOTA FINISH
50
FFL +100.640M SFL +100.565M
FFL +110.240M 3t1 SFL +110.165M 3t2
C
100 MM THICK & 1000MM HIGH RCC PARDI WALL
100 MM THK PARDI WALL
1500
1500
2nd FLOOR +106.9400 M.
FD1A
A13 2
3.PE 6
2900
50 MM THK RAILING
2400 9 EQ. RISERS
Y5
200 MM THK
10
160
2200
135
+108.540 M.
3200
95
3ST1-1
3ST1-1
L 11
3.PE 5
91
FFL +100.590M DN SFL +100.540M
FD1A 2000
AAC BLOCK WALL
THICKNESS
32 18
2215 UP
2700 10 EQ. RISERS
B
0
FIRE RATING '0 ' hour fire rating
200
1550
3.PE 4
1600
UP 1600
2700 10 EQ. RISERS
FFL +100.640M SFL +100.565M
2100
1600
1600 2000
CIRCULAR HOLLOW MS PIPE FOR HAND RAILING 50 MM DIA
3200
Y4
SFL +102.14 M.
1600
DN
100
TYPES
THICKNESS OF WALL
1440
100 MM THK PARDI WALL
SFL +111.74 M.
50
WALL TAG LEGEND TYPES OF WALL A NON STRUCTURAL RCC
3040
6750
FFL +110.240 M SFL +110.165 M
1ST FLR TO 2ND FLR. 20 RISERS: 160 MM EACH TREAD 300 MM EACH
3200
90
C208 200 X 10630 2215
SFL +101.34 M.
1200 5 EQ. RISERS
1030
1030
1230
FFL +110.190M SFL +110.140M
SFL +111.74 M.
FFL +110.190M SFL +110.140M
50
2215
200 X 10630 50 MM THK RAILING
2100
3RD FLOOR
145
3200
C207
2215
200 X 10630
1200 5 EQ. RISERS
A13 2
C208 200 X 10630
1700
1500
SFL +111.74 M.
1470
PARTITION WALL
Y3
TYP. 300
200
135
2630
2700 10 EQ. RISERS
1600
UP
C207
Y3
1600
1600
TYP. 300
1550
2000
2650
2700 10 EQ. RISERS
730
2ND FLR TO 3RD FLR. 20 RISERS: 160 MM EACH TREAD 300 MM EACH
FD1A
L 10 200 MM THK
1050
2000
2250
3t8
3200
A13 2
L 10 200 MM THK
145
3t7
3t6
2250
Y2
1500
3.PE 3
3.PE 1
2250
2400
3.PE 2
3rd FLOOR +110.1400 M.
3t5
3t4
4010-004 R0
1500
3.PE 1
3t3 734
3200
FD1A
3ST1-1
3t2
3t1
3200
FFL +110.240M SFL +110.165M
KEY PLAN SCALE - 1:1500
A13 2
FFL +87.040M SFL +86.780M
B13 0
FD1
A13 2
B13 0
FD1
FD1
CUTOUT ABOVE
FFL +103.790M SFL +103.740M
1600
49
2200
Y2
3.PE 3
FFL +90.030M SFL +89.980M
FFL +90.080M SFL +89.820M
100 MM THK PARDI WALL
27
20
Y4
1600
1600
SFL +91.26 M. 28
30
2200
FD1
200 X 10630 50 MM THK RAILING
FFL +86.990M SFL +86.940M
FFL +87.040M SFL +86.780M
1800
SFL +88.22 M.
Y4
1600
A13 2
C208 200 X 10630
08
01
09
100 MM THK PARDI WALL
1600
2100 8 EQ. RISERS
TYP. 300
1500
C207
1500
Y3
2215
200 X 10630
C208 200 X 10630 2215
C207
1600
UP
200
1800
1500
FD1
50 MM THK RAILING
2100 8 EQ. RISERS
TYP. 300
L 10 200 MM THK
11
2200
50 MM THK RAILING
600 3 EQ. RISERS
1030
Y4
3.PE 2
Y3
600 3 EQ. RISERS
100 MM THK PARDI WALL
47
1500
600
FFL +93.070M SFL +93.020M
FFL +93.120M SFL +92.860M
C208 200 X 10630
46
39
50 MM THK RAILING
200
SFL +94.30 M.
3.PE 1
1500
1500 200 X 10630
1800
2215
1600
UP
C207
5500
UP
2100 8 EQ. RISERS
TYP. 300
FD1
2215
A13 2 1650
SFL +105.34 M.
1600
100 MM THK PARDI WALL
Y4
CUTOUT ABOVE
1600
2100
2100 8 EQ. RISERS
Y5
L 11
FFL +103.790M SFL +103.740M
2100 8 EQ. RISERS
L 11
3ST1-1
FD1
1500
2100 8 EQ. RISERS
Y5 L 11
1800
Y5 L 11
A13 2
200 MM THK
2215
1600
SFL +88.70 M.
3ST1-1
1800
A13 2
A13 2
12
2215
2130
1600
A13 2
3ST1-1
1500
FD1
200 MM THK
200 MM THK
FFL +90.080M SFL +89.820M
FFL +93.120M SFL +92.860M
Y6
FFL +103.790M SFL +103.740M
3.PE 6
3.PE 5
SFL +91.74 M.
3ST1-1
Y5
1500
04
UP 3.PE 4
1800
A13 2
200 MM THK
2215 3ST1-1
2100 8 EQ. RISERS
FD1 01
2130
3ST1-1
31
1500
150
1550
19
A13 2
1500
3ST1-1
2400
SFL +94.78 M.
A13 2
1500
3ST1-1
1600
2215
1600
SFL +104.22 M.
50
DN
SFL +105.34 M.
38
A13 2
2000
DN
SFL +103.74 M. FD1A
SFL +103.74 M.
105
95
1030
900 4 EQ. RISERS
2100
DN
1500
L 10 200 MM THK
Y3
600 3 EQ. RISERS
SFL +105.34 M.
SFL +104.38 M.
FFL +103.790M SFL +103.740M
C208 200 X 10630
1600
C207 200 X 10630
200
1500 1550 6 EQ. RISERS
Y2
3.PE 3
UP
1600
A13 2
L 10 200 MM THK
Y3
1030
1500
FD1A
1600
TYP. 300
3.PE 2
FFL +90.080M SFL +89.820M
1500 A13 2
L 10 200 MM THK
3.PE 1
1500
Y2
3.PE 3
1600
3.PE 2
1030
3.PE 1
FFL +93.120M SFL +92.860M
4230
Y2
3.PE 3
1030
3.PE 2
4230
3.PE 1
FFL +103.790M SFL +103.740M
3.PE 4
Y6
3.PE 6
3.PE 5
3.PE 4
Y6
3.PE 6
3.PE 5
FFL +87.040M SFL +86.780M
3.PE 4
Y6
CUTOUT ABOVE
3.PE 6
3.PE 5
A13 2
1463
B13 0
734
FFL +103.840M 3t1 SFL +103.765M 3t2
3t3
2250
2250
2250
3t5
3t4
730
3t6
1470
3t7
FD1A
1463
3t8
FFL +103.840M SFL +103.765M
3-ST1- 1ST FLOOR PLAN SCALE - 1:50
3t1
734
FFL +93.120M SFL +92.860M 3t2
B13 0
2250
3t3
2250
3t4
2250
3t5
730
3t6
1470
3t7
1463
FFL +90.080M 3t1 SFL +89.820M 3t2
3t8
734
B13 0
2250
3t3
2250
3t4
2250
3t5
730
3t6
1463
1470
3t7
3t1
3t8
B13 0
2250
3t3
2250
3t5
3t4
NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
CLIENTS:
DESIGN ARCHITECTS:
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
RADIUS DEVELOPERS ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
3t6
1470
3t7
3t8
4010-004 R0 FACADE CONSULTANT:
LIGHTING CONSULTANTS:
ICN Design International PTE LTD Priedemann India PVT LTD
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
LANDSCAPE CONSULTANTS:
STRUCTURAL CONSULTANTS:
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
Lighting Planners Associates PTE LTD
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
SUMER GROUP
730
2250
3-ST1- BASEMENT 4 PLAN SCALE - 1:50
3-ST1- BASEMENT 3 PLAN SCALE - 1:50
3-ST1- BASEMENT 2 PLAN SCALE - 1:50
FFL +87.040M 3t2 SFL +86.780M
734
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE. 6. FINISH MATERIALS WILL BE FINALISED AS PER CLIENT REQUIREMENT
NO.
DESCRIPTION
DATE
STAIRCASE DETAIL3.ST1 PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
1260 DRG NO:
AVE-EX-A-NA-NA-4010-004
DRAWN BY:
SA
CHECKED BY:
RL
DATE:
02-08-2017
SCALE:
1:50
STATUS:
GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in
7000-01
FB3
FB4
FB5
6205
FB6
4100
FB7
2035
R0
3925
BASEMENT 2 LVL FFL +92.96 M SFL +92.86 M
1150
600 DIA MAN HOLE
UGT TOP SLAB LVL
100
FFL +91.61 M SFL +91.51 M
E03 F13
600mm DIA MANHOLE
600mm DIA MANHOLE
600 600mm DIA MANHOLE
1585
FFL +91.61M SFL +91.51M
UG4
200 THK
VS 04
600
1245
FFL +91.61M SFL +91.51M
200 THK
F08
600
600mm DIA MANHOLE 600
15451545
C70
2600
600
600
L4 200 THK
UG4
SECTION UGT1.2 -SHOWING UGT AT BASEMSENT 3 & 4 (TOWER 1A,1B &1C) SCALE 1:50
L5
SECTION - AA
200 THK C74
C72
600mm DIA MANHOLE
NON RETURN VALVE
250 X 2400
200
FOUNDING STRATA
PLUM CONCRETE FILLING RAFT SLAB 300MM THK. 100MM THK. P.C.C.
600mm DIA MANHOLE
600mm DIA MANHOLE
200 THK
1478 100MM THK. TREMIX 150MM THK. P.C.C.
1500
FFL +91.61M SFL +91.51M
600
F09
MH
2140
FFL +91.61M SFL +91.51M
600
2075 600
1500
200 150
FFL +91.61M SFL +91.51M
600mm DIA MANHOLE
EXCAVATION LVL FOOTING
610
6170 X 230
600
SFL +84.880 M
E13
E12
1645
C66
FFL +91.61M SFL +91.51M
5360
450 400
FFL +91.61M SFL +91.51M
DRAIN CHANNEL
SCALE 1:50
E11
1275
400 X 1300
600
F10
SFL +86.78 M
200 THK
600mm DIA MANHOLE
BASEMENT 4 LVL DRAIN CHANNEL
600
FFL +91.61M SFL +91.51M
FFL +86.88 M
1300
150
UGT BASE SLAB LVL FFL +87.73 M SFL +87.23 M
E10
775
440
DOMESTIC TANK-T1B
E09
1125
500 600
F11
1725
300
600mm DIA MANHOLE
3040
50 MM THK WATER PROFFING + FINISH
ROLLING SHUTTER RS 2
PUMP ROOM 1
600
1452
A14 0
450 MM DEEP SUMP PIT
F12
E08
1125
C57
ACCESS PANEL 1200X1150
3880
4730
SFL +89.82 M
E07
4150
600
FFL +89.92 M
E06
1625
230
BASEMENT 3 LVL
E05
3530
945
5980
50 MM THK WATER PROFFING + FINISH
E04
4125
457
200
FB
510
3040
SERVICE SLAB
200 THK
150
600
150
2250
200 X 2800
1125
E12 1644
1276
775
E13
600
E11
611
F07
BASEMENT 2 LVL
FB
FB
A14 0
50 MM THK WATER PROFFING + FINISH
A14 0
250 X 4700
FD1
LP02
250
A
SFL +89.82 M
C80
FD1
500 X 1500
C79
50 MM THK WATER PROFFING + FINISH
PLAN SHOWING UGT AT BASEMSENT-3 (TOWER 1A,1B &1C)
DOMESTIC TANK -1C
450 MM DEEP SUMP PIT
FIRE FIGHTING TANK -2
450 MM DEEP SUMP PIT
TYPICAL DETAILS FOR BASMENT SUMP SCALE 1:30
UGT BASE SLAB LVL
450
FIRE FIGHTING TANK -1
450
450 MM DEEP SUMP PIT
FFL +87.73 M SFL +87.23 M
450
DOMESTIC TANK -1B
450 MM DEEP SUMP PIT 1085
A
PLAN
250
300 X 3170
SCALE 1:50
250 X 4700
STORM WATER SUMP
F04
FFL +89.92 M
A14 0
C75
3000 X 300
ACCESS PANEL 1200X1150
3830
3880
RWH TANK
BASEMENT 3 LVL
A14 0
150 MM THK JACKETING WALL 150 MM THK JACKETING WALL
C69
F05
FFL +91.61 M SFL +91.51 M
L4 200 THK A14 0
763
1150
UGT TOP SLAB LVL
SERVICE SLAB
FB
A12 0
F06
1502
FB
150
FFL +91.61M SFL +91.51M 600mm DIA MANHOLE
TWO NO. OF PUMPS
1940
150
UP
UP
PUMP ROOM 1 BELOW
200
150
750
150
FB
50 MM THK WATER PROFFING + FINISH
C69
1125
E10
600 DIA MAN HOLE
150 MM THK JACKETING WALL
A14 0
E09
200
600 DIA MAN HOLE
SERVICE SLAB
LOCKERS
4150
1350
1150 200
1625
E08
FFL +92.96 M SFL +92.86 M
600 DIA MAN HOLE 150
3530
E07
MH
ASST. PROPERTY MANAGER
PROPERTY MANAGER
4125
E06
600
E05
937
E04
E03
BASEMENT 4 LVL FFL +86.88 M
SFL +86.78 M
EXCAVATION LVL SFL +84.880 M
S7 900
S7
900
S7 45
ENAMEL PAINT
W3
WHITE WASH
W4
OBD DADO - CLASS 2 CERAMIC TILES UPTO 2.4 M, OBD ABOVE
610 610
E13
C57
400 X 1300
1720
1145 S9
S8
S10
S6 1340
S1
FFL +87.28 M SFL +87.23 M
C70
A14 0
250
F5
Class 1 ceramic tiles 300X300
F6
Class 2 ceramic tiles300X300
TAG
WALL TYPE
A12
NON STRUCTURAL RCC
150
A14
NON STRUCTURAL RCC
230
B13
AAC BLOCKWALL
200
200 THK
THICKNESS
WALL SCHEDULE
L5
NOTE- 'S' INDICATES SLEEVE REFER IL OF ALL SLEEVES FROM MEP DRAWINGS
C74 200 THK
25MTR 480LPM 4000W 3.5CX10SQ.MM.
A13 2
SEWAGE SUMP PANEL-6
30 B'B' 00 -00 1
C75
3000 X 300
KEY PLAN @ 1:2500
Ø110mm SEWAGE PUMPING LINE CONNECT TO STP
ER TO W E IL OF PR T EN M
5B &T 5A T4
,T
04
R
ER
FO
C76
SE
W TO
85.18
5A
1B.SH 2 ERI
1B.SH 1
TO
W
ER
5B
RS2
NDH
A14 0
BA
300 300
Chemical Water Proofing+ Class 2 ceramic tiles
AAC BLOCKWALL NON STRUCTURAL RCC RCC
85.18
TOWER 1A
03 ER W TO
TOW
03
ER 1C
&
ER 1B
T1A,1B
02
TOW UGT FOR
R
C81
&1C
& 02 R T FO
O
A
D
UG
TO
W
ER
03
02
500 X 1500
PUMPING LINE TO EXTERNAL STORM WATER
T FO
SEWAGE SUMP-6 1.5(W)x0.9(L)x1.5(D)m
C80
UG
300 X 3170
UGT1.2
F4
SUMP-02
PUMP ROOM 1 FFL +86.88 M SFL +86.78 M
F04
FD1
1520
300 300
830
A14 0
Kota/Wastage Stone
TO A
F05
F3
WALL LEGENDS
FIRE PANEL
200 X 2800
100
A13 2
575
300 300 325
775
300 300 300 300 300 300
C72
225
F06
295 300 300 300
FD1 PUMPING LINE TO EXTERNAL STORM WATER
600X600 Vitrified tiles
250 X 2400
200 THK
200 THK
200 THK
I.L.
450 MM DEEP SUMP PIT
STORM SUMP PANEL-2 DOMESTIC TANK- T1B FFL +87.28 M SFL +87.23 M
F2
1340 S11 S2 S4
S9 S10
S8
UG4
A12 0
MA
300 300
Tremix 50mm
6170 X 230
CAP:125 KL LD:3.88 M +FB:0.2M
830
200 THK
S11
640
F1
A14 0
C66
A12 0
FF TANK -2
S3 S6 S5
S10 S12
S8
E12
1645 1645
S11
S11 S11
E11
A14 0
45
45
S11
215 1145 1340 1340 830
1275 1275
WATER PROOFING + CLASS 22 CERAMIC TILES
A14 0
S5
900 S10 S12
S6
S8
410
A14 0
C79
500 X 1500
450 MM DEEP SUMP PIT
C69
250 X 4700
S6 S10 S11
3.5CX10SQ.MM.
SEWAGE SUMP PANEL-6
1105
230
1105
1502
1000 MM DEEP SUMP PIT
F07
C1 W6 F4
C80
E10
A14 0
S12
2
F04
L4
S6
STORM SUMP PANEL-2
Ø110mm SEWAGE PUMPING LINE CONNECT TO STP
775 775
AD
230
RS2
A14 0
E09
FF TANK -1
FFL +87.28 M SFL +87.23 M
SUMP-02
4000W
SUMP PANEL
125
A14 0
W2
.RO
F08
937 937
2250 FIRE PANEL PANEL
45
1452 1452 1725 1725 14781478
4825
200 THK L5
480LPM
C75
1125 1125
VOID ABOVE
2250
SUMP PANEL
4955
SEWAGE SUMP-6 1.5(W)x0.9(L)x1.5(D)m
3000 X 300
C1 W6 F4
CEMENT PAINT
S.V
86.534M
E08
SUMP PANEL SUMP PANEL
I.L.
200 THK
CAP:75 KL LD:3.88 M +FB:0.2M
845
86.830M
A14 0
FFL +87.28 M SFL +87.23 M
A14 0
1125 1125
UG4
A14 0
25MTR
730
1890
937
CAP:12 KL LD:3.88 M +FB:0.2M FFL +87.28 M SFL +87.23 M
763
F.L.
200
BRICK WALL TO SEPARATE SEWAGE SUMP & PUMP ROOM
DOMESTIC TANK- T1B
F05
150
200 X 3000
560
F07
150
150
A12 0
MH
230
C72
125
FFL +86.88 M SFL +86.78 M
A14 0
W1
MH
PUMP ROOM 1 300
FALSE CEILING
FINISHES SCHEDULE
CAP:42 KL LD:3.88 M +FB:0.2M
F09
1B.ST 1
C69
250 X 4700
300
200
230
200
A14 0
450 MM DEEP SUMP PIT
C1 W6 F4
3170
E07
175
DOMESTIC TANK- T1C
FFL +87.28 M SFL +87.23 M
FFL +87.28 M SFL +87.23 M
S14 S8
11140
250 X 2400
1025
230
275
200 1475
1685
640
F08
300
230
600
C70
765 763
1545
UGT1.1
VOID ABOVE
F10
S11 S8 S10 S13
PUMP PANEL
1025
CAP:50 KL LD:3.88 M +FB:0.2M
S12
200 THK
1225
RWH TANK
1545 1545
995
C1 W4 F3
200 THK
150
1025
A14 0
L4
1000 MM DEEP SUMP PIT
480 2030
150
1650
200
450 MM DEEP SUMP PIT
FFL +87.28 M SFL +87.23 M
2315 DOMESTIC TANK-T1B CAP:56 KL LD:3.88 M +FB:0.2M
UGT1.1
CAP:125 KL LD:3.88 M +FB:0.2M
360
7305
A14 0
A12 0
A12 0
FF TANK -2
1270
450 MM DEEP SUMP PIT
C1 W4 F3
605
C1 W6 F4
200 THK
50MM THK WATER PROOFING
485
250
A12 0
600
1478
450 MM DEEP SUMP PIT
CAP:75 KL LD:3.88 M +FB:0.2M FFL +87.28 M SFL +87.23 M
4000
5330
CAP:42 KL LD:3.88 M +FB:0.2M FFL +87.28 M SFL +87.23 M
C1 W6 F4
A14 0
F11
7065
FF TANK -1
200 THK
C1 W6 F4
600
F10
CAP:56 KL LD:3.88 M +FB:0.2M FFL +87.28 M SFL +87.23 M
DOMESTIC TANK- T1C
4240
CAP:50 KL LD:3.88 M +FB:0.2M FFL +87.28 M SFL +87.23 M
150
230
150MM THK JACKETING WALL
230
DOMESTIC TANK-T1B
230
3825
360
A14 0
230
RWH TANK
2090
150
3120
600
1855
6170 X 230
995
150
200 THK
A14 0
505
1545
200 150
150
1275
A14 0
150
940
1025
150
710
230
A14 0
3505
150
1725
150
200
710
1090
665 230
1452
150
FFS01
230
C66
6170
4150 4150
1450
C57
400 X 1300
F12 3150
E06
1625 1625
F13
S6
610
S7
E13
E12
1645
S14
E11
1275
S7
E10
775
750
945
A14 0
F11
2250
E09
1125 A14 0
1845
F06
E08
1125
457
E07
4150
400 X 1300
F12
F09
E06
1625
E05
3530 3530
1500 1502
457
C56
F13
E05
3530
E04
4125 4125
945
E04
4125
C3
W6
E03 E03
CEMENT PUTTI
T
SECTION UGT1.1- SHOWING UGT AT BASEMSENT 3 & 4 (TOWER 1A,1B &1C) SCALE 1:50
C2
W5
PLUM CONCRETE FILLING RAFT SLAB 300MM THK. 100MM THK. P.C.C.
FOUNDING STRATA
OBD
UG
100MM THK. TREMIX 150MM THK. P.C.C.
FOOTING
C1
H
A
B'
PLAN SHOWING UGT SLEEVES LOCATION AT BASEMSENT-4 (TOWER 1A,1B &1C) SCALE 1:50
PLAN SHOWING UGT AT BASEMSENT-4 (TOWER 1A 1B & 1C) SCALE 1:50 NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
CLIENTS:
7000-01 R0
PRINCIPAL ARCHITECTS:
FACADE CONSULTANT:
LIGHTING CONSULTANTS:
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
RADIUS DEVELOPERS ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
ICN Design International PTE LTD Priedemann India PVT LTD
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
LANDSCAPE CONSULTANTS:
STRUCTURAL CONSULTANTS:
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
Lighting Planners Associates PTE LTD
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
SUMER GROUP
S
A
N
A
TO B
B
A
D
AND R
A
R
A'
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE.
NO.
DESCRIPTION
DATE
UGT DETAILS -TOWER 1A 1B AND 1C PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
1260 DRG NO:
AVE-EX-A-NA-B4-7000-001
DRAWN BY:
S.A.
CHECKED BY:
R.L.
DATE:
02/08/2017
SCALE:
1:50
STATUS:
GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in
7000-002 FFL +92.96 M SFL +92.86 M 150
200
M10
150
3460
200
UGT TOP SLAB LVL FFL +91.61 M
200 800
10
BASEMENT 4 LVL
M13
M14
5 27 15
X
50
S0
0X
04
FF
0
FD 02
8° 0.2
11 25 11 13 0
37 05
65 20
0 3 B1 65 27
3 W --
0
27
15
C1 95
20
85
0X
50
2 0
22 85
92 C1
RS
20
M .88 8 M 6 8 .7 L + +86 F F FL S
39 0
0X
2
0 2 18
60
94
25
0X
C1
P5
A1
50
0 FD 19
-06 ES
-05 ES
86.542M
40
0
3 B1 19 60
UGT TOP SLAB LVL SFL +91.51 M
50
50 0X
86.830M
I.L.
78 815 1 C 0X2
15
78
50
15
0
28
14 05
0
3 W --
C1
P4
950
50
0X
37
1500
3 W -60
60
50
79
19
22
19
F.L.
NB3
600 DIA MANHOLE
NB3
20
C1
230
15
750
P3
64
0X
Q3
3
50
1835
--
0
200
W
23
UG3
26
15
55
0
26
FFL +86.88 M SFL +86.78 M
34
3
600
1590
P PUM L E PAN
W
Q6
950
.79°
885
55
22
0
134
230
ACCESS PANEL 1200X1150
0 23
2
NB3
L1
1100
3000
DD
129 1415
Q5
79 C1
B4 BS 019
SUMP-08
PUMP ROOM 3
B1 3
--
.30°
B
A1
M .88 M 86 78 L + 86. FF L + SF
L1
95 17
P1
--
15
86.559M
PUMPING LINE TO EXTERNAL STORM WATER
X1
P2
2035
27
I.L.
200
--
A14 0
A14
3060
2
230
950 UGT TOP SLAB LVL SFL +91.51 M
80
0X
86.830M
C1 W6 F4
B4 BS 021
600 DIA MANHOLE
C1
50
A14 0
Q4
CAP:77 KL LD:3.88M +FB:0.2M
600
K10 --
TOWER-T3 DOMESTIC WATER TANK
1300
40
65
27
7585
5 RS
NB2
NB2
57 19
1 27
K10
0
3665
230
3035
64
300 X 1000
80
0X 50
C1 3 B1
MB5 230
77
65
PC137
--
X3
22
X3
20 64
UGT TOP SLAB LVL SFL +91.51 M
MB3
0X
K11
600 DIA MANHOLE
C1
K11
NB2
A14 0
2075
600 DIA MANHOLE
1820
50
40
0
F.L.
MH
600
UGT TOP SLAB LVL SFL +91.51 M
15 26
1063
Q1
3210 230
595
77
200 X
3435
UG3
5290
X2
C176
C1 W6 F4
64
5
6 20
0X 50
C1
MB3
3175
2665
A14 0
7 C20 0630
B13 0
STORM SUMP PANEL-8
Q2
UG3
K12
1880
A14 0
5865
600
X2
UGT TOP SLAB LVL SFL +91.51 M
135 230
CAP:160 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
UGT TOP SLAB LVL SFL +91.51 M
600
FFL +86.88 M SFL +86.78 M
230
620
86.530M
I.L.
PUMP ROOM 2
FIRE FIGHTING TANK-2
600 DIA MANHOLE
0
8550 845
86.830M
F.L.
1905
665
UG3
CAP:77 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
C1 W6 F4
600 DIA MANHOLE
116
55 34
N8
1935
B13 0
230
TOWER-T2 DOMESTIC WATER TANK
UGT TOP SLAB LVL SFL +91.51 M
600
UG3
1305 230
600
55 34
5410
1215
230
230
8340
2535
SUMP PANEL
B13 0
3405
300 X 2200
6875
1900
135
600
230
600 DIA MANHOLE
600 DIA MANHOLE UGT TOP SLAB LVL SFL +91.51 M
1230
1820
1905
M15
3185
C156
64
B13 0
B13 0
3505
N7
300 X 2070
5410
1140
300 X 2200
M14
M13 1430
150
2535
230
1930
CAP:40 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
C154
3460
M12
10 3
300 X 2200
3580
M7
850
600
230
FIRE FIGHTING TANK-1 A14 0
K12
300 X 2070
B13 0
3615
ACCESS PANEL
K13
K13
UG3
B13 0
9855
C154
820
C153
M5
3460 3458
A14 0
685
STORM SUMP PANEL-7
2980
M4
4645 4647
600
MH
A14 0
230
SUMP-07
1 610
FD1
M3
3185
0 92
5455
CAP:50 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
600
1285
0630
0
M7
950
RAIN WATER TANK -T2
B13 0
PUMPING LINE TO EXTERNAL STORM WATER
B1 3
850
150
B13 0
PUM P PANE L
3615
300 X 2200
SUMP PANEL
C176
M5
3458
M2
3405
M11
FD1
C157
300 X 2200
0
4647
M1
1500
M3
C153
300 X 3280
M4
300 X 3280
M10
M6
300 X 2200
M6
C157
80
M2
I.L. 86.570M
C152
C138
300 X 2200
C141
61
C137
F.L. 86.830M
1935
UG3
0
3
C152
200 X1
1055
B13 0
300 X 2200
M1
1095
300 X 3280
B1
1830
9° 0.2 11
FD 1
0
P5
11
B13
1045
0
PLAN SHOWING UGT AT BASEMSENT-4 (TOWER 3) SCALE 1:50
C138
300 X 2200
22 5
61
Q6
C137
B 13
Q5
PART SECTION SHOWING UGT AT BASEMSENT-3 & 4 (TOWER 3) SCALE 1:50
PART SECTION SHOWING UGT AT BASEMSENT-3 & 4 (TOWER 2) SCALE 1:50
P4
C1 9
5
PLUM CONCRETE FILLING RAFT SLAB 300MM THK. 100MM THK. P.C.C.
50 0
M12
60
9
3185
19
SFL +84.880 M
40
M11
P3
37 8
3505
1140
M10
Q4
64
M7
15
92
M6
UGT TOP SLAB LVL SFL +91.51 M
C1
M5
26
05
1300 100
300
100
M4
3460
B13 0
EXCAVATION LVL
100
300
RAFT SLAB 300MM THK. 100MM THK. P.C.C.
M3
850
Q3
600 DIA MANHOLE
NB2
100MM THK. TREMIX 150MM THK. P.C.C.
3620
1300
FFL +86.88 M SFL +86.78 M
1800
1800
MB5
14
450
FFL +87.28 M SFL +87.23 M
P2
37 05
40
150
450
150
150
UGT BASE SLAB LVL
UGT TOP SLAB LVL SFL +91.51 M
MV
M2
3460
UG3
10
M1
4650
55
600 DIA MANHOLE
PUMP ROOM -3
DOMESTIC TANK-T3
34
UGT TOP SLAB LVL SFL +91.51 M
VS
3185
2610
2835
600
3405
100MM THK. TREMIX 150MM THK. P.C.C. PLUM CONCRETE FILLING
P1
600 DIA MANHOLE
600
FIRE FIGHTING TANK -2
600
UG3
DOMESTIC TANK-T2
PUMP ROOM -2
4880
3880
3880
3830
50 MM THK WATER PROFFING + FINISH
A14 0
50 MM THK WATER PROFFING + FINISH
Q1
Q2
600
50 MM THK WATER PROFFING + FINISH
6080
A14 0 50 MM THK WATER PROFFING + FINISH
UGT TOP SLAB LVL SFL +91.51 M
3375
6080
50 MM THK WATER PROFFING + FINISH
1300
50 MM THK WATER PROFFING + FINISH
B13 0
B13 0
600 DIA MANHOLE
N8
A14 0 4730
770
200 X 10630
A14 0
3405
N7
C207
4030
200 X 10630
3185
M15
--
200
200
200
FB
200
FB
M14
300 X 2200
3505
1142
750
FB
C156
25
150
SFL +91.51 M
C176
ACCESS PANEL 1200X1150
600 DIA MAN HOLE
300 X 2200
M13
11
1150
SERVICE SLAB
200
150
600 DIA MAN HOLE 750
150
750
600 DIA MAN HOLE
1150
600 DIA MAN HOLE
1150
SERVICE SLAB
M12
M11
R0
FD1
C157
PLAN SHOWING UGT AT BASEMSENT-4 (TOWER 2) SCALE 1:50
PLAN SHOWING UGT AT BASEMSENT-3 (TOWER 2) SCALE 1:50
PLAN SHOWING UGT AT BASEMSENT-4 (TOWER 3) SCALE 1:50
FINISHES SCHEDULE
100
1
'1 ' hour fire rating
C
BRICK WALL
11
125
2
'2 ' hour fire rating
D
STRUCTURAL RCC
12
150
3
'3 ' hour fire rating
13
200
4
'4 ' hour fire rating
14
230
15
250
16
300
SECTION - AA
MB3
0
S12 S10
TWO NO. OF PUMPS
80
0X
50
C1
300 X 1000
DOOR NO. FD1 FD2 D1 D2 D3 GD1 GD2 RS1 RS2
SIZE TYPE FIRE RATING 1200 X 2180 WOODEN 2 HOURS 680 X 1200 GLASS 2 HOURS NA 950 X 2180 WOODEN NA WOODEN 850 X 2180 610 X 2180 NA WOODEN GLASS NA 1800 X 2180 GLASS NA 1200 X 2180 3050 X 2340 ROLLING SHUTTER NA 2400 X 2340 ROLLING SHUTTER NA
S6
CAP:77 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
S8
A14 0
Q2
3185
300 X 2200
M15
300 X 2200
3405
SUMP PANEL
B13 0
7 C20 0630
230
STORM SUMP PANEL-8
Q1
F.L.
86.830M
I.L.
86.559M
MH
200
PUMPING LINE TO EXTERNAL STORM WATER
SUMP-08
A14 0
S11 S12 S10
UG3
34
A14 0 S11
FFL +86.88 M SFL +86.78 M
55
860
NON STRUCTURAL R.C.C. AAC BLOCKS BRICKWALL RCC
NB2
Q3
860
TOWER-T3 DOMESTIC WATER TANK
WALL HATCH LEGEND
UG3
S11
S11
S11
MB5
P PUM L E N PA
PUMP ROOM 3
P2
2410 S6 S8
Q4
CAP:77 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
P3
1 27
19
60
X
5B 5A &T ,T T4 R FO T
3
RS 2 40
TOWER
04
UG
2
0 FD
50
PR NT ME SE BA
64
92
0X
C1
TOWER
ILE
Q6
OF
ERI NDH TO A
A
300
03 & 02 R T FO UG 02
O
A
D
TOWER
R D B
A
RA
LANDSCAPE CONSULTANTS:
ICN Design International PTE LTD Priedemann India PVT LTD The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
C
50
03 & 02 UG T FO R
1C
STRUCTURAL CONSULTANTS:
A N A S A H
B'
TO B
TYPICAL DETAILS FOR BASMENT SUMP SCALE 1:30
PLAN SHOWING UGT SLEEVES LOCATION AT BASEMSENT-4 (TOWER 3) SCALE 1:50
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
7000-002 R0
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Lighting Planners Associates PTE LTD
60
0X
03 TOWER TOWER
AND
LIGHTING CONSULTANTS:
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
1B
&1C
A'
50 0
FACADE CONSULTANT:
4 19
AD .RO
TOWER
T1A,1B
PLAN
X
28
15
78 C1
S7
PLAN SHOWING UGT SLEEVES LOCATION AT BASEMSENT-4 (TOWER 2) SCALE 1:50
PRINCIPAL ARCHITECTS:
NB3
C1 9
' D'D 01 0-0 300
14
01
1A
S.V
945 325
P5
0
0-0
D'
19
60
79
50 0X
A
M .88 8 M 6 8 .7 L + 86 FF FL + S
48 0
Q5
5A
A'A '
50
BS 019
NB3
NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
86.542M
22
' C'C 01 0-0
300
STORM WATER SUMP
UGT FOR
RADIUS DEVELOPERS
I.L.
TOWER
S7
TOWER
CLIENTS:
86.830M
5B
2200
F.L.
0
50
P4
B1
85 37
MH
2
M .88 M 86 78 L + 86. FF L + SF
L1
A14 0
C1
RS
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
15
27
30 B'B' 00 -00 1
C1 0 9
5
5
KEY PLAN @ 1:2500
K10
SUMER GROUP
X1
P1
15 26
PC137
X3
1380
TOWER-T2 DOMESTIC WATER TANK
SHAFT LEGEND VS VENTILATION SHAFT MV MECHANICAL VENTILATION SHAFT ES EXHAUST SHAFT LP LOBBY PRESSURIZATION SHAFT
DOOR SCHEDULE
S11
3505
M14
0
10
M13 C156
3
40
1500
AAC BLOCK WALL
1140
M12
300
64
A1 3
B
THICKNESS
3460
300 X 2200
600
S11
CAP:160 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
77
0X 50
0
TYPES
M11
FD1
C157
1480
0
FIRE RATING '0 ' hour fire rating
C157
300 X 3280
M10
3580
WATER PROOFING + CLASS 22 CERAMIC TILES
2410
250
S11
NB2
K11
W6
C141
S11 600
150
S11
C1
15 26
Class 2 ceramic tiles300X300
S11
FIRE FIGHTING TANK-2
X2
Class 1 ceramic tiles 300X300
THICKNESS OF WALL
A
S3
S9
K12
S7
450
S6
S8
2130
S4
W5
S7
TYPES OF WALL NON STRUCTURAL RCC
695
250
S5
S1
FFL +87.28 M SFL +87.23 M 2130
NON RETURN VALVE
1015
S9
1160
S10
230
A14 0
330
1500
150
S2
CAP:40 KL LD:3.88M +FB:0.2M
S10 86.830M F.L. S8 I.L. 86.530M
B1 3
330
S7
FIRE FIGHTING TANK-1
2315
55 34
UG3
375
FFL +86.88 M SFL +86.78 M
S6
S5
175
8340
225
UG3
K13
PUMP ROOM 2
PUM P P A NE L
S13
610
SUMP-07
S10
OBD DADO - CLASS 2 CERAMIC TILES UPTO 2.4 M, OBD ABOVE
B1
STORM SUMP PANEL-7
W4
WALL TAG LEGEND
2140
MH
STORM WATER
Chemical Water Proofing+ Class 2 ceramic tiles
F6
150
TO EXTERNAL
335
PUMPING LINE
A14 0
F4
MH
300 X 2070
CAP:50 KL LD:3.88M +FB:0.2M FFL +87.28 M SFL +87.23 M
S8
FALSE CEILING
300 300
0
300 300
10 63
250
200 X
C3
450
630
WHITE WASH
M7
C154
RAIN WATER TANK -T2
S6 S11 S12
W3
300
X 10
SUMP PANEL
C176
Kota/Wastage Stone
0
850 850
3615 3615
450
C176
F3
F5
300 X 2200
20 0
CEMENT PUTTI
B1 3
M5
3460 3458
C2
25
4645 4647
ENAMEL PAINT
M6
300 X 3280
M4
W2
11
C14 0
600X600 Vitrified tiles
46 5
300 X 2200
M3
C153
C138
F2
0
3185
C137
OBD
30
M2
86.570M
C1
05
M1
I.L.
CEMENT PAINT
37
300 X 2200
86.830M
W1
5
C152
F.L.
Tremix 50mm
14 0
FD1
F1
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE.
NO.
DESCRIPTION
DATE
TOWER 2 AND 3 UGT DETAILS
PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
DESIGN ARCHITECTS:
1260 DRG NO:
AVE-EX-A-NA-B4-7000-002
DRAWN BY:
H.J.
CHECKED BY:
R.L.
DATE: SCALE: STATUS:
02/08/2017 1:250 GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in
7000-004
W8
W9
1425
W11
1540
W12
1125
W13
2715
W14
1450
W15
1375
W16
1600
V13
V12
2210
V10
3095
V9
1440
V8
1925
V7
1900
V6
4650
V5
1765
V4
1377
V2
3628
R0
KEY PLAN @ 1:2500
TO W
ER
5B
2525
W10
BIO-REACTOR TANK
TO W ER
5A
BASEMENT 2 LVL ILE PR OF
04
BA SE ME NT
T
FO
R
T4
,T 5A
&T 5B
TO W ER
AD
1B
TO W ER
03
.RO
TOW
03
ER 1C
&1C
02
T1A,1B
T FO
R
02
&
TOW ER
UGT FOR
UG
750
FFL +91.61 M SFL +91.51 M
03 & 02 R T FO
R
O
A
D
UG
D
RA
B13 0
FB
W ER
FB
FFL +89.92 M SFL +89.82 M
1000
1500
DOMESTIC TANK-T4
PUMP ROOM -5 400
450
FFL +87.28 M SFL +87.23 M
300
SFL +84.880 M 100MM THK. TREMIX
FOOTING
PLUM CONCRETE FILLING
PLUM CONCRETE FILLING
RAFT SLAB 300MM THK.
RAFT SLAB 300MM THK.
100MM THK. P.C.C.
100MM THK. P.C.C.
W16
1450
1375
W6
W7
W8
1180
1600
2525
1180
515
86.608M
I.L.
86.605M
700
1765
450 600
200 THK
200 THK
1745
FFL +91.61M SFL +91.51M
940
1900
L14
A12 0
600 DIA MANHOLE
C285
ES 08
2250 X 300
1400
1100 ACCESS PANEL 950 X 1150
1925
-- W3 --
975 250
B13 0
435 275 150
92
00
10
PC
600
0X
-- W3 --
1740
200 225 225 225 F.L. 86.830M I.L.
86.608M
I.L.
86.605M
200
SUMP-11
F.L.
86.830M
I.L.
86.660M
I.L.
86.617M
733
PUMPING LINE TO EXTERNAL STORM WATER
V13
FFS 19
FACADE CONSULTANT:
LIGHTING CONSULTANTS:
ONE BKC, A-Wing L14, Plot C-66, G Block Bandra (E), Mumbai 400 051, www.radiusdevelopers.com
86.830M
I.L.
86.680M
2210
1605
PC112
PUMP PANEL
PC112
1000 X 300
F.L.
86.830M
I.L.
86.660M
I.L.
86.617M
FFS 19
PUMPING LINE TO EXTERNAL STORM WATER
V13
1000 X 300
UG4.2
733
FFS 19
315
UG4.2 PLAN SHOWING UGT AT BASEMSENT-3 (TOWER 4) SCALE 1:50
ICN Design International PTE LTD Priedemann India PVT LTD
T +65 6734 4733 F +65 6734 6233 singapore@aedas.com aedas.com
LANDSCAPE CONSULTANTS:
STRUCTURAL CONSULTANTS:
SERVICE CONSULTANTS:
TRAFFIC CONSULTANTS:
7000-004
The Crescent Business Park, Office 708, Plot 7 Andheri East, Mumbai 400 072, India Tel : +91 22 2859 9595 E-mail : mumbai@priedemann.net
Lighting Planners Associates PTE LTD
51B Neil Road, Singapore 088 829, Singapore Tel +65 6734 3086 E-mail : gaurav@lighting.co.jp ichida_mami@lighting.co.jp
#04-02 St Andrew's Centre, 250 Tg Pagar Rd Singapore 088541 Tel : +65 6225 3006 E-mail : Singapore@icn-design.com.sg
Mahimtura Consultants PVT LTD Unique House, 25 S.S. Brelvi Road, Fort Mumbai 400 001, India Tel : +91 22 2266 1212 E-mail : hiten@mahimtura.net girish@mahimtura.net
2. ALL DIMENSIONS ARE IN MILIMETER UNLESS OTHERWISE SPECIFIED. 3. NO DIMENSIONS TO BE SCALED OFF THE DRAWING.
S.N. Joshi Consultants PVT LTD CTS-1869 FP No. 47/ 12(a) Narveer Tanajiwadi, Shivaji Nagar Pune 411 005, India Tel : +91 20 6529 1257 E-mail : bde@snjoshiconsultants.com
TTEC CONSULTANTS
F-61, First Floor, Shagun Arcade, Opp HDFC Bank, General A K Vaidya Marg, Malad (East), Mumbai- 400097, India Tel No: +9122 2840 7769 Mob: +91 98207 50432 E-mail: mayank.sah@ttec.co.in Web: www.ttec.co.in
TAK CONSULTING
A-303, Galleria, Hiranandani Gardens, Powai, Mumbai- 400076, India. Tel No: +9122-2570 7498 Fax: +9122-2570 7499 www.takconsulting.net
TITLE
REVISIONS
VT CONSULTANTS: 1. ALL DIMENSIONS ARE UNFINISHED DIMENSIONS.
Aedas Pte Ltd 10 Hoe Chiang Road #11-01 Keppel Towers Singapore 089315
201/220 Commerce House, 140 NM Road Fort Mumbai 400 023, India www.sumergroup.com.in
F.L.
B13 0
R0
PRINCIPAL ARCHITECTS:
RADIUS DEVELOPERS
550
PLAN SHOWING UGT SLEEVES LOCATION AT BASEMSENT-4 (TOWER 4) SCALE 1:50
NOTE: · COLUMNS C273 AND C275 HAVE BEEN REMOVED FROM THE DRAWINGS. · COLUMNS C124, C131, C149, C191, C205, AND C304 ARE FLOATING COLUMNS, AND WILL NOT BE SEEN IN BASEMENT LAYOUTS.
SUMER GROUP
.22°
315
UG4.2
PLAN SHOWING UGT AT BASEMSENT-4 (TOWER 4) SCALE 1:50
CLIENTS:
MH
510
1000 X 300
510
2210
2210 90
PC112
135
3.5CX10SQ.MM.
30
908
200
C288
1 11 000 PC 0 X 1
86.680M
FIRE PANEL PANEL
I.L.
5210
B13 0
85
86.830M
PUMP PANEL
600
200
V12
4000W
30
F.L.
3.5CX10SQ.MM.
1 11 000 PC 0 X 1
30
1 11 000 PC 0 X 1
550
MH
MH
600
800
B13 0
25MTR
20
85
20
2°
275
230 THK
300 STORM 300 SUMP PANEL-11
11 480LPM
FIRE PANEL PANEL
480LPM 4000W
V13
RS 2
V12
25MTR
135 .2
FFL +91.61M SFL +91.51M
3210
V10 300 300
FFL +91.61M SFL +91.51M
30
ES 07
B13 0
C288
1000 MM DEEP SUMP PIT 275
3750 X 250
1086
11
B13 0
L15
V9
A12 0
450 MM DEEP SUMP PIT
-- W3 --
8° 34.7
150
F SF FL + L + 86 86 . 88 .78 M M
V12
200 THK
200 THK
PUMP ROOM 4 BELOW
4795
RS 2
FFL +91.61M SFL +91.51M
880
600 DIA MANHOLE
600 DIA MANHOLE
MH
1605
86.675M
1
SUMP-11
A12 0
PUMP ROOM 4 FFL +86.88 M SFL +86.78 M
FFL +91.61M SFL +91.51M
1755
MH
A12 0
1440
I.L.
ES 07
B13 0
964 I.L.
4650 1260 890 780
86.649M
3095
3095
86.830M
200 THK 865
I.L.
A14 0
A12 0
35
F.L.
600 DIA MANHOLE
V8
10
86.830M
11
45
11
B13 0
MH
3750 X 250
230 THK
STORM SUMP PANEL-11
1300
150
8175
V7
L15
20
00
PC 92
F.L.
90.00° 90.00°
90.00°
940
1000 MM DEEP SUMP PIT
300
11 6
5
815
-- W3 --
V10 230
.78° 134
550
ES 08
C288
230 THK
V10
530
0X
600
86.675M
-- W3 --
V9
A12 0
450 MM DEEP SUMP PIT
MH
A14 0
BDD
I.L.
ES 07
B13 0
150
600
300
BDD
86.649M
BDD
I.L.
L14
1680
2250 X 300
1220
A14 0
1120 600 DIA MANHOLE
A12 0
30
230 1650
A12 0
86.680M
1925
4160 230
1650
I.L.
C285
1763
10 00
4160
200 THK
1925 30 0X
150
86.830M
200 THK
200 THK
V8
800
C1 W6 F4
600 MH
300 THK
200
F.L.
200
FFL +87.28 M SFL +87.23 M
C1 W6 F4
600 DIA MANHOLE
600
300 THK
00
0 X1
230
300 THK
-- W3 --
200 THK
C279 B13 0
35
1440
ES 08
2250 X 300
1900
8455 230
C285
200
600 DIA MANHOLE
C280
A12 0
V7
L15
UG4.1
600 MH
MH
300 X 4000
4700
CAP:125 KL LD:3.88 +FB:0.2m
CAP:51 KL LD:3.88 +FB:0.2m FFL +87.28 M SFL +87.23 M
ACCESS PANEL 1200 X 1150
300 X 2250
275
3750 X 250
FF1 TANK
FFL +91.61M SFL +91.51M
VS 17
1010
200 THK
200 THK
DOMESTIC TANK-T5A
V8
86.830M
150
150
L14
620
A12 0
230
A12 0
F.L.
C279
2850
620
A12 0
1040
150
200
7244
150 MM THICK JACKETING WALL
1220
210
1145
800
600
300 X 1540
175
2230
230
580
C272
300 X 2250
300 X 4000
150
600
1377 860 350
765
200 THK
200 THK 150
600
1300
A14 0
C280
A12 0
200
C1 W6 F4
MH
A14 0
C1 W6 F4
A12 0
V7
830
810
150
A14 0
995
150
600 DIA MANHOLE
FFL +91.61M SFL +91.51M
A14 0
V6
A14 0
200 THK
5270
2215
150
UG4.1
585
150
200
A12 0
600
1235 250
1060
4650
1470 230
200 THK
FFL +87.28 M SFL +87.23 M
600
FFL +91.61M SFL +91.51M
230 THK
UG4.1
510
CAP:75 KL LD:3.88 +FB:0.2m FFL +87.28 M SFL +87.23 M
MH
V5
FF2 TANK
A14 0
RWH TANK
A14 0
L13
200 THK
C272
200
230
C279
600
FFL +91.61M SFL +91.51M
V4
4220
2095
4650
300 X 2250
PUMP ROOM 5 BELOW
3095
2050
1600
500 X 1500
600 DIA MANHOLE
450
A12 0
1765
200 1145
230
970
A14 0
230
A14 0
4700
A14 0
1210
4840
UG4.1
5380 200
150
A14 0
300 300 300
205
4840
150
300 X 1540
150
500 X 1500
1377
V5
UG4.1
300 X 1540
300 X 4000
1430
850
150 1950
230 THK
V6 1145
1375
C249
500 X 1500
600 DIA MANHOLE
L13
C1 W6 F4
1450
C248
C249
38
V4
200 230
150 720
720
2830 4080
C280
100
1420
250
2715
W16
W15
250
85
605
1140
230
150
1765
C1 W6 F4
1125
W14
A14 0
250 THK
250
W13
W12
1540
MH
STORM SUMP PANEL-12 300 300 300 300
1960
150
-- W3 --
1425
3628
3628
4000W
602
602
2200
CAP:40 KL LD:3.88 +FB:0.2m FFL +87.28 M SFL +87.23 M
3975
W11
A14 0
PUMP PANEL
300 300
2360
480LPM
250 THK
250 THK
CAP:52 KL LD:3.88 +FB:0.2m FFL +87.28 M SFL +87.23 M
A12 0
C272 936
2525
SUMP-12
3.5CX10SQ.MM.
150 MM THICK JACKETING WALL
930
VS 17
W10
W9
A14 0
1545
230
A14 0
DOMESTIC TANK- T4
L13 DOMESTIC TANK-T5B
150
A14 0 150
830
25MTR
200 THK
V6
A14 0
230
230
230
150
2980
500 X 1500
230
910
1000 MM DEEP SUMP PIT
1377
V5
UG4.1
2
1600
W8
300 3265
230 THK
PC 9
1375
W7
UG4.2
C248 500 X 1500 12
C1 W6 F4
5695
150
3730
V4
1900
1450
W6
V2
C249
PUMP PANEL
FFL +86.88 M SFL +86.78 M
2590
150 1060
3628
4545
STORM SUMP PANEL-12
300
RWH TANK
C1 W6 F4
1440
W16
W15
565
PUMP ROOM 5
CAP:50 KL LD:3.88 +FB:0.2m FFL +87.28 M SFL +87.23 M 1960
V9
2715
RS2
160 2590 1960
3.5CX10SQ.MM.
0
1125
W14
V2
SUMP-12
230
4000W
30
1540
A14 0
930
1152
1000
230
480LPM
86.680M
1425
W13
W12
UG4.2
150
A14 0
25MTR
I.L.
W11
UG4.2
RS2
600
12
86.830M
W10
W9
1655
W15
1763
W14
600
2715
510
F.L.
FOUNDING STRATA
200 THK
1125 FFL +86.88 M SFL +86.78 M
C248
Chemical Water Proofing+ Class 2 ceramic tiles
F4
565
500 X 1500
OBD
W6 WATER PROOFING + CLASS 22 CERAMIC TILES
150MM THK. P.C.C.
565
V2
200
1605
W13
W12
1540
AAC BLOCKWALL
SECTION UG4.2 -SHOWING UGT AT BASEMSENT 3 & 4 (TOWER 4) SCALE 1:50
W11
1425
B13
C1
200
2525
230
1615
1180
NON STRUCTURAL RCC
FINISHES SCHEDULE
SFL +84.880 M
900
W10
W9
A14
NOTE- 'S' INDICATES SLEEVE REFER IL OF ALL SLEEVES FROM MEP DRAWINGS
600
W8
150
THICKNESS
AAC BLOCKWALL NON STRUCTURAL RCC PCC RCC
EXCAVATION LVL
SECTION UG4.1- SHOWING UGT AT BASEMSENT 3 & 4 (TOWER 4) SCALE 1:50
W7
NON STRUCTURAL RCC
FFL +86.88 M SFL +86.78 M
100
100
100
FOUNDING STRATA
A12
DRAIN CHANNEL
150MM THK. P.C.C.
FOOTING
WALL TYPE
WALL LEGENDS
BASEMENT 4 LVL
EXCAVATION LVL 100MM THK. TREMIX
TAG
UGT BASE SLAB LVL
450 MM DEEP SUMP PIT
300
DRAIN CHANNEL
FIRE FIGHTING TANK -2
1400 150
BASEMENT 4 LVL
450
1000 MM DEEP SUMP PIT
50 MM THK WATER PROFFING
50 MM THK WATER PROFFING
450 MM DEEP SUMP PIT
450
450
FFL +87.28 M SFL +87.23 M
FFL +86.88 M SFL +86.78 M
W6
N A H
3880 3040
PUMP ROOM -4
UGT BASE SLAB LVL
400
FFL +89.92 M SFL +89.82 M
WALL SCHEDULE
230 THK
A14 0
DRAIN CHANNEL
A14 0
A12 0
250
DOMESTIC TANK-T4
C288
400
DOMESTIC TANK-T5B
A12 0
BASEMENT 3 LVL
50 MM THK WATER PROFFING
50 MM THK WATER PROFFING + FINISH
1050
RWH TANK
50 MM THK WATER PROFFING
50 MM THK WATER PROFFING
150
L13
250 THK
3040
50 MM THK WATER PROFFING
A S
BASEMENT 3 LVL
3880
50 MM THK WATER PROFFING
150 MM THK JACKETING WALL 6080
50 MM THK WATER PROFFING
6080
150 MM THK RCC JACKETING
A14 0
A
TO B
B
A
AN D
FB
UGT TOP SLAB LVL
SERVICE SLAB
TO
200 200
FB
FFL +91.61 M SFL +91.51 M
TOWER 1A
S.V
SERVICE SLAB
FB
1150
UGT TOP SLAB LVL
200
150
600 DIA MAN HOLE 150
200
1150
150
ACCESS PANEL
3040
1050
600 MM DIA MANHOLE
UG
FFL +92.96 M SFL +92.86 M
400
FFL +92.96 M SFL +92.86 M
DHE RI
EQUALAZATION TANK
TO A N
BASEMENT 2 LVL
4. ALL DRAWINGS ARE INTERRELATED AND SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 5. ANY DISCREPANCY FOUND IN THE DRAWING TO BE IMMEDIATELY CLARIFIED WITH THE ARCHITECT OR HIS REPRESENTATIVE.
NO.
DESCRIPTION
DATE
UGT DETAILS TOWER 4,5A, & 5B PROJECT NAME
AVENUE 54 SANTACRUZ, MUMBAI
JOB NO:
DESIGN ARCHITECTS:
1260 DRG NO:
AVE-EX-A-NA-NA-7000-004
DRAWN BY:
S.A.
CHECKED BY:
R.L.
DATE:
02/08/2017
SCALE:
1:50
STATUS:
GFC
23NW, The Ruby, 29, Senapati Bapat Marg, Dadar (West), Mumbai- 400 028, Tel: 022 6190 7800 Email: arch@vsnl.com Website: www.accessarchitects.in