ဖ ¡ ¡¥
-Manpreet Singh Bawa
ARCOP Associates Private Limited was founded in 1985 in India and specialises in architecture and master planning. "Architects in Co-Partnership" is abbreviated as ARCOP. The firm was founded in Montreal in the early 1950s as "Affleck, Desbarats, Dimakopoulos, Lebensold, Sise," but in 1970 it changed its name to ARCOP. ARCOP has been operating in India since the early 1970s, and the company was incorporated as a Private Limited Company on June 26, 1985, under the Companies Act 1956, with the registration number 21337. ARCOP provides a comprehensive range of architectural services. Residential, commercial, industrial, and office buildings, hotels, cultural, educational, and health institutions, as well as high-tech facilities and multi-use complexes, are among the firm's specialties. Urban Design, Urban Renewal, Conservation, Planning, Feasibility Studies, Architectural Programming, Project Planning, and other specialist services are also available.
INTRODUCTION SITE PLAN M LC P D E S I G N W O R K I N G D R AW I N G Column Layout Plan Staircase Detail Ramp Detail Lift Detail Basement Plans Ground Plan S U B M I S S I O N D R AW I N G SITE VISIT
Paderu Hospital
DLF Downtown
INTRODUCTION SITE PLAN E L E VAT I O N S / S E C T I O N S W O R K I N G D R AW I N G To i l e t D e t a i l Staircase Detail Skin Section
DLF DOWNTOWN
-The site is situated on Delhi Gurgaon EĂƟŽŶĂů ,ŝŐŚǁĂLJ ŶĞĂƌ ƚŽ ƚŚĞ ƐƚĂƚĞ ďŽƌĚĞƌ͘ -The rapid metro rail is running on the ^ŽƵƚŚ ƐŝĚĞ ŽĨ ƚŚĞ ƐŝƚĞ͘ ͲdŚĞ ŽǀĞƌĂůů ƐŝƚĞ ŝƐ ĂďŽƵƚ ϯϲ͘ϯϲ ĂĐƌĞƐ͘ - džĐĞůůĞŶƚ ĐŽŶŶĞĐƟǀŝƚLJ ǁŝƚŚ ^ŽƵƚŚ ĞůŚŝ ĂŶĚ ^ŽƵƚŚ ĞůŚŝ /ŶƚĞƌŶĂƟŽŶĂů ŝƌƉŽƌƚ͘ ͲZŝŐŚƚ ŽŶ ƚŚĞ ϭϲͲůĂŶĞ ƐŝŐŶĂů ĨƌĞĞ ƌŽĂĚ͘ ͲtĂůŬŝŶŐ ĚŝƐƚĂŶĐĞ ĨƌŽŵ >& LJďĞƌ ĐŝƚLJ ĂŶĚ >Ĩ ĐLJďĞƌŚƵď͘ - ŵďŝĞŶĐĞ DĂůů ŝƐ ůŽĐĂƚĞĚ ũƵƐƚ ďĞĨŽƌĞ ƚŚĞ ƐŝƚĞ ďLJ ƌŽĂĚ͘
PAGE-1
OVERALL SITE PLAN
PHASE-1
PHASE-2
KEY PLAN
DLF Downtown is divided into phases:Phase-1 Phase-2 In Phase -1, 3-Office Buildings and Parking Blocks are being constructed on site. Buildings are named as - Building 2 DLF DOWNTOWN - Building 3 DLF DOWNTOWN - Building 4 DLF DOWNTOWN - MLCP The rest of the buildings will constructs in Phase-2 as a future expansion plan.
PAGE-2
MY CONTRIBUTION
PA R K I N G Design pakring and circulation movement of vehicles MLCP, Building 2 & 3.
WORKING DRAWING Created the detials and issue GFC of the staircases, lifts and ramp.
PAGE-3
SECTIONS
SERVICES
Made cut out Sections and part sections of MLCP, Building-2&3.
Relocated the MEP shafts to optimze the number of car parking.
L AYO U T P L A N Revision of plans and issue GFC sheet for the construction.t
SUBMISSION DRAWING Calculated area of the phase-1 for the approval from the authorities.
+241.95
In Phase-1, there are 3 office buildings and one parking block(MLCP). salient features are as below:-
+241.95 A
B
D
C exit dn from ug
E
F
H
G
J
K
L entry down to LG
SLOPE- 1:10
SLOPE- 1:10
P
Z
1 m pedestrian path of side of ramp
6
D
Q
R
-BUILDING 2 & 3 (Since these building are identical, the information given below applies to both.)
UP
X
1 m pedestrian path of side of ramp
N entry up to UG
SLOPE- 1:10
+241.95
SURFACE PARKING- 52
X
M
exit up from lg
1
SLOPE- 1:10
Z
+241.50
Z1
1 Y DN
2
UP STAIRCASE 3
6
Y
6
Z1
TOS +243.625
2250 KVA HT SET DG SET-4 RAD
2250 KVA HT SET DG SET-3 RAD
2250 KVA HT SET DG SET-2 RAD
2250 KVA HT SET DG SET-1 RAD
ENGINE
750WIDEx1000DEEP TRENCH FOR DG CABLES
ALTERNATOR
5
30 Mtrs steel STRUCTURE
RS
5
5
FDT
ENGINE
FINS
C&R CUM PLC PANEL
PARKING- 270
ALTERNATOR
+241.00
RS 2 RS
ELECTRICAL PANEL ROOM (CLEAR HEIGHT-3.6Mtr)
4
ALTERNATOR
2
1500WIDEx1000DEEP TRENCH FOR DG CABLES
ALTERNATOR
DG AUX PANEL
3
PANEL ROOM
TOS +243.625
NIS / NGR PANEL
PLANTERS
FDT
C
ENGINE
A
DG VCB PANEL
FDT
RS RS
FDT
750WIDEx1000DEEP TRENCH FOR DG CABLES
6
FDT
ENGINE
6
1500WIDEx1000DEEP TRENCH FOR DG CABLES
7 8
1500WIDEx1000DEEP TRENCH FOR DG CABLES
TOS +243.625
TOS +243.625
4
7
9
9
DN
10
10
10
STAIRCASE 2
HT
HT
HT
FINS
+241.50
HT
UP
HT
HT
STAIRCASE 1
8
3 HT
HT
HT
HT
HT
HT
PLANTERS
HT
4
11kV HT CABLE GROUND BURIED
8
DN
HT
HT
9 FINS
2000WIDEx1500DEEP TRENCH FOR HT CABLES
HT
HT
11kV HT CABLE GROUND BURIED
+241.95
B
2000WIDEx1500DEEP TRENCH FOR HT/LT CABLES IL = +239.25
+241.80 7
1500 WIDE 1400 HEIGHT CUTOUT IN WALL B.O.C. +239.45
3
Office compartmentation
1
GENTS
AHU 5100X5500
GENTS
LVL + 241.65
AHU 5100X5500
+241.00
LADIES
LVL + 241.65
LADIES ELECTRICAL ROOM
LIFT E 2650X2450
LVL + 242.1
LIFT F 2650X2450
LIFT G 2650X2450
LIFT H 2650X2450 EMPTY
LIFT L 2650X2450
LIFT D 2650X2450
LIFT P 2650X2450
EMPTY
EMPTY
LIFT K 2650X2450
LIFT J 2650X2450
LIFT I 2650X2450
LIFT O 2650X2450
LIFT N 2650X2450
LIFT M 2650X2450
LVL + 242.1
EMPTY
FIRE LIFT 3050X2400
LIFT A 2650X2450
LIFT B 2650X2450
LIFT C 2650X2450
fire safe exit passage
space for AHU
space for AHU
LVL 242.1
FIRE CONREOL ROOM
+241.95
LVL 242.1
DN
PROVISION FOR CAFE COUNTER
SHUTTLE LIFTS FROM B2 TO GF
+241.50
BUILDING 2 DROP OFF
CAB / BUS DROP OFF
+241.80
+241.95
BASEMENT LINE
BASEMENT LINE
- FORM- Tower has rectangular shape, two sides curved (with flat panels divided in certical segment) on one longer and one shorter side. - AREA- 7,000 sq.m (100 X 70m). - CENTRAL ARRIVAL- Space between the two buildings, main access of BUILDING-2, 3 &4. - DROP-OFF SPACE- A two and half floor high space recessed into the building. - ACCESS INSIDE THE BUILDING- Access to the main elevators lobby for the office floors is through air- conditioned Main Entrance Lobby which is of two and half floor height. There are Separate shuttle elevators and staircases for the lower floors, which are also accessible from the main lobby. - NUMBER OF FLOORS- There are total 11 floors ( Lower Basement,Upper basement & 9 floors for offices). While basements will be used primarily for parking and services, whereas typical floors will be divided into 4 office space which will access from main lobby. - FLOOR-TO-FLOOR HEIGHT- 4.2m for the office floors,3.55m for Lower Basement and 3.45 for Upper basement. - CONNECTIVITY- There is a 8m wide IN-RAMP at the back of the BUILDING 2 which connects both the basements. Similarly, 8m wide OUT-RAMP at the back of the BUILDING 3. THE FOB (Foot Over Bridge) is connecting the 2nd floor with MLCP and BUILDING 4. - FIRE SAFETY- 6th floor has a refugee area in the form of the Terraces opening onto the internal road. THere is a fire escape core having two staircases and one fire lift on either end of the building. -BUILDING 4
+241.95
+241.80 LINE OF FIRST FLOOR
BUILDING 3 DROP OFF
+241.50
SHUTTLE LIFTS FROM B2 TO GF
PROVISION FOR CAFE COUNTER
LVL + 242.1
DN
LVL 242.1
LVL + 242.1
DN
DN
LVL 242.1
space for AHU
space for AHU
fire safe exit passage
+241.95
UP
LIFT A 2650X2450
EMPTY
EMPTY
LIFT B 2650X2450
LIFT C 2650X2450
LIFT D 2650X2450
LIFT P 2650X2450
LIFT G 2650X2450
EMPTY LIFT H 2650X2450
EMPTY
LIFT F 2650X2450
LIFT O 2650X2450
LIFT N 2650X2450
LIFT M 2650X2450
LIFT K 2650X2450
LIFT J 2650X2450
LIFT I 2650X2450
3050X2400 FIRE LIFT
LVL + 242.1
LIFT E 2650X2450
LIFT L 2650X2450
ELECTRICAL ROOM
LVL + 242.1
2100 WIDE PASSAGE LADIES
LADIES
AHU 5100X5500
LVL + 241.65
AHU 5100X5500
GENTS
GENTS
LVL + 241.65
Office compartmentation
LVL + 241.65
+241.00
LVL + 241.90
OPEN TO SKY
+241.00 +241.80
BASEMENT LINE
BASEMENT LINE
+241.95
- FORM- Tower has an ellliptical shape. - AREA- 11,023sq.m (73 X 151m). - DROP-OFF SPACE- A two and half floor high space recessed into the building. - ACCESS INSIDE THE BUILDING- Access to the main elevators lobby for the office floors is through air- conditioned Main Entrance Lobby which is of two and half floor height. There are Separate shuttle elevators and staircases for the lower floors, which are also accessible from the main lobby. - NUMBER OF FLOORS- There are total 22 floors ( 5 Basements &17 floors for offices). While basements will be used primarily for parking and services, - FLOOR-TO-FLOOR HEIGHT- 4.2m for the office floors and 5m for basements. - CONNECTIVITY- The parking level is approached with dedicated entry & exit ramps, each of which is 5m wide . THE FOB (Foot Over Bridge) is connecting the 2nd floor with MLCP,BUILDING 2 &3. - FIRE SAFETY- 6th, 10th &13th floors are with refugee area in the form of the Terraces opening onto the internal road. There is fire escape core with four staircase and 4 fire lifts on each of refugee area.
+240.50
PAGE-4
+241.95 B
D
C
E
exit dn from ug
exit up from lg
SLOPE- 1:10
SLOPE- 1:10
1
F
H
G
J
K
M entry down to LG SLOPE- 1:10
P
In Phase-1, Parking Blcok is being contsructed adajacent to the Downtown Buildg-2 know as MLCP(Multi Level Car Parking). Salient Features are as below: - AREA: 6445SQ.M (107X 60 M) - NUMBER OF PARKINGS: 1093 cars including 52 on the surfaces and has 4 floors. (details as given below with number of car parking) - Lower Ground Floor (269 car), Upper Ground Floor (265 car), First Floor (278 car) and last Terrace Floor (281 car). - Terrace floor is being covered with the photovoltaic solar panels. - FLOOR-TO-FLOOR HEIGHTS: Heights is 3.2m for all floors except in the early floor which has a height of 3.5m. - THREE CORES, detials as follows: - Core 1 & 2: Located on the South side, connects basements of Building-2. - Core 3: this is located on the north side of building start from lower ground floor to the top floor. - PUBLIC UTILITIES: Two toilets on every floor placed near the core 1 and core 2, with a sunken slab of 100mm depth. - WATER TANKS: One Water Tanks of capacity 37KL, located above the mumty of the staircase-1 for the water supply to the toilets and for the fire fighting. - CONNECTIVITY: There is an F.O.B ( Foot Over Bridge) on the south-east of the block which connects to the other three buildings.
R
Q
entry up to UG SLOPE- 1:10
Z
1 m pedestrian path of side of ramp
6
D
UP
X
1 m pedestrian path of side of ramp
N
+241.95
SURFACE PARKING- 52
X
L
Z
A
Z1
1 UPS ROOM
Y DN
2
UP
FIRE CONTROL & CCTV ROOM
STAIRCASE 3
6
Y
6
Z1
TOS +243.625
1500WIDEx1000DEEP TRENCH FOR DG CABLES
ELECTRICAL PANEL ROOM (CLEAR HEIGHT-3.6Mtr)
4 C&R CUM PLC PANEL
PARKING- 265 FINS
30 Mtrs steel STRUCTURE
RS
750WIDEx1000DEEP TRENCH FOR DG CABLES
5
6 750WIDEx1000DEEP TRENCH FOR DG CABLES
6
1500WIDEx1000DEEP TRENCH FOR DG CABLES
7 8
ALTERNATOR
RS RS
C
A
DG VCB PANEL
5
ALTERNATOR
ALTERNATOR
5
RS 2 RS
2250 KVA HT SET DG SET-4 RAD
MLCP
2
ALTERNATOR
DG AUX PANEL
3
PANEL ROOM
TOS +243.625
NIS / NGR PANEL
PLANTERS
2250 KVA HT SET DG SET-3 RAD
2250 KVA HT SET DG SET-2 RAD
2250 KVA HT SET DG SET-1 RAD
1500WIDEx1000DEEP TRENCH FOR DG CABLES
TOS +243.625
TOS +243.625
4
7
9
9
DN
10
10
UP
ȭ
ȭ
ȭ
ȭ ȭ
FINS
DN
ȭ
ȭ
ȭ
ȭ
STAIRCASE 1 ȭ
10
/,)7 ;
8
3
ȭ
STAIRCASE 2
/,)7 ;
PLANTERS
4
11kV HT CABLE GROUND BURIED
/,)7 ;
/,)7 ;
8
2000WIDEx1500DEEP TRENCH FOR HT CABLES
9 FINS
11kV HT CABLE GROUND BURIED
+241.95
B
+241.80 7
1 1500 WIDE 1400 HEIGHT C CUTOUT IN WALL B.O.C. +239.45
UPPER GROUND FLOOR PLAN MLCP |PARKING-265|SCALE 1:750
1
MUMTY LVL +15500 AMSL (257.4)
2
3
4
5
6
7
8
9
10
PERGOLA LVL TOP LVL +11125 AMSL (253.025)
PARGOLA AND PHOTO VOTILE
3000 3200
UPPER GROUND FLOOR LVL TOS +1725(243.625) INT. ROAD LVL AMSL 241.90
OPENING
A
B
C
D
E
F
G
H
J
K
L
M
OPENING
OPENING
N
P
Q
R
4375
PARGOLA
3000 3200
UPPER GROUND FLOOR LVL TOS +1725(243.625) INT. ROAD LVL AMSL 241.90
CABLE TRENCH
ELEVATION-B MLCP |SCALE 1:500
PAGE-5
PLANTERS
FLYING BEAM TO SUPPORT BRIDGE +249.19
15500 1200
FIRST FLOOR LVL TOS +4925(246.825)
SOLAR PANELS PLANTERS
PLANTERS
1725
TERRACE LVL TOS +8125 (250.025)
3200
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
OPENING
OPENING
OPENING
SHAFT
SHAFT
OPENING
OPENING OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
PARAPET LVL +13775 AMSL (255.675) PERGOLA LVL TOP LVL +11125 AMSL (253.025)
OPENING
OPENING
ELEVATION-A MLCP |SCALE 1:500
WATER TANK LVL +15500 AMSL (257.4)
PLANTERS
PLANTERS
FINS
15500 1200
FIRST FLOOR LVL TOS +4925(246.825)
PLANTERS
1725
TERRACE LVL TOS +8125 (250.025)
3200
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
OPENING
OPENING
OPENING
OPENING
OPENING
A
B
D
C 1
E
F
H
G
J
K
L
M
exit up from lg
entry down to LG
SLOPE- 1:10
N
P
A
R
Q
entry up to UG
B
C
D
E
F
G
H
J
K
L
M
N
P
R
Q
9
SLOPE- 1:10
UP
10
4790
2a
SUMP
4a
5400
HVAC ROOM
5
5400ST 28
5400
1500
2100
1650
5a
1500
1500
2100
5400
6
MH
3200
54001960
6a
MH
FHC
HVAC ROOM
5400
7
5400
7a
4950 5400
150
5400
4
8
900 1500
5400
3a
1000
5400
3
MH
5350
HVAC ROOM
4150
2
1000
54002400
2100
5350
1a
5400
FHC
5400
8a
5450
9
5400
9a
10
BASEMENT-2 JUNCTION PLAN MLCP |SCALE 1:500
3 2
1
2300
4150
6
TOS +240.125 FFL+240.20
1800
TRANSFORMERS' ROOM
5450
900
Z1
5200
5400
10850
6
Y
TOS +240.125 FFL+240.20
HVAC ROOM
1000
G
UP
STAIRCASE 3
1000
DN
5400
SLOPE- 1:10
FHC
1200
15600
4000
Y
2
+234.6
+234.6
5020
G1
1450
5500
G2
5300
Z1
1
900
5500
X
X
G3
6
2800 2200
6
D
Z
Z
+241.95
2
G
4 PARKING- 269 5
5
5
C
A
OFFICE
OFFICE
6 6
OFFICE
7 OFFICE
8 TOS +240.125 FFL+240.20
4 DN
STAIRCASE 2
STAIRCASE 1
10
UP
DN
ȭ
ȭ
ȭ
ȭ
ȭ
ȭ
ȭ
ȭ
ȭ
10
8
3
ȭ
ȭ
LIFT 2700X1800
PERGOLA LVL TOP LVL +11125 AMSL (253.025)
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
HVAC ROOM
8
9
10
OFFICE
OFFICE
3200
UPPER GROUND FLOOR LVL TOS +1725(243.625)
3200
900
5
5400
1500
5a
ST 28
FHC
5400
6
3740
5400
6a
HVAC ROOM
5400
7
5400
7a
5400
8
150
4950
5400
900
5400
1500
3
2100
1000
1000
5400
HVAC ROOM
2100
3870
2100
4a
5270
5400
4
1650
5400
3a
1650
3
1650
5400
2400
900
4400
5400
2600
2a
2100
3500
HVAC ROOM
1000
1000
2100
5400
2
1000
5450
1a
5200
3950
1
4200
1
7
OFFICE
FINS
300 MAX. FILL
+249.19
FLYING BEAM TO SUPPORT BRIDGE
OFFICE
6300
5450
5500
5400
4200
6
PHOTO VOTILE SOLAR PANEL
FIRST FLOOR LVL TOS +4925(246.825)
HVAC ROOM
2100
5800
5
+238.1 FHC
1200
15200
G
4
MUMTY TOS +13325 (255.225)
TERRACE LVL TOS +8125 (250.025)
+238.1
7
UP
TRANSFORMERS' AREA
10850
1500
1500
5300
G
8
B
5500
G1
2800 2200
G2
LIFT 2850X2400
9
4
G3
3
15550
10
2
PARAPET LVL +13775 AMSL (255.675)
FHC FHC
8a
5450
9
5400
9a
10
4400
INT. ROAD LVL AMSL 241.90 LOWER GROUND FLOOR LVL FF LVL -1700(240.20) TOS -1775(240.125)
8720
LOWER GROUND FLOOR PLAN MLCP |PARKING-269|SCALE 1:750
CABLE TRENCH
3500
9
1
9
5200
7
1200
TOS +240.125 FFL+240.20
PARKING
DRIVEWAY
LIFT PIT (2000MM)
PARKING
DRIVEWAY
SECTION-2 MLCP |SCALE 1:500
PARAPET LVL +13775 AMSL (255.675)
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
3200
UPPER GROUND FLOOR LVL TOS +1725(243.625)
MLCP_TR_ PARKING LEVEL 4
300 MAX. FILL
MLCP_FF_ PARKING LEVEL 3 5500
PANEL ROOM
MLCP_UG_ PARKING LEVEL 2
RS
3500
LOWER GROUND FLOOR LVL FF LVL -1700(240.20) TOS -1775(240.125)
PLANTERS
1200
FIRST FLOOR LVL TOS +4925(246.825)
3200
TERRACE LVL TOS +8125 (250.025)
PHOTO VOTILE SOLAR PANEL 5200
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
INT. ROAD LVL AMSL 241.90
A
MUMTY TOS +13325 (255.225)
15550
PERGOLA LVL TOP LVL +11125 AMSL (253.025)
MLCP_LG_ PARKING LEVEL 1
SECTION-1 MLCP |SCALE 1:500
PAGE-6
6 D
C
E
F
H
G
J
K
L
M
N
P
R
Q
10
9
MUMTY TOS +13325 (255.225)
1
METAL PERGOLA
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
UP
X
X
1 m pedestrian path of side of ramp
6
D
Z
Z
+241.95 1 m pedestrian path of side of ramp
TERRACE LVL TOS +8125 (250.025)
Z1
1
1200
B
8
OFFICE
OFFICE
G.TOI
OFFICE
OFFICE
G.TOI
OFFICE
OFFICE
G.TOI
OFFICE
OFFICE
G.TOI
PARAPET LVL +13775 AMSL (255.625)
5200
A
7
TOS LVL 250.025
FLYING BEAM TO SUPPORT BRIDGE
+249.19
TERRACE FLOOR
Y UP
STAIRCASE 3
6
Y
TOS LVL 246.825
3 2
UPPER GROUND FLOOR LVL TOS +1725(243.625)
2
PLANTERS WITH DRIP IRRIGATION
FIRST FLOOR
TOS +246.825
TOS +246.825
3200
PLANTERS
FIRST FLOOR LVL TOS +4925(246.825)
6
Z1
3200
2
15550
DN
TOS LVL 243.625
GROUND FLOOR LVL FF LVL +200(242.10)
PARKING- 278 FINS
5
5
5
LOWER GROUND FLOOR LVL FF LVL -1700(240.20) TOS -1775(240.125)
TOS LVL 241.50
TOS LVL 242.025
TOS LVL 241.65
PARKING
A
TOS LVL 238.025
TOS LVL 238.525
UPPER BASEMENT LVL DRIVEWAY PARKING FF LVL -3800(238.10) ISOLATOR LVL FF LVL -5200(236.70)
6 PARKING TOS LVL 234.525
6
LOWER BASEMENT
TOS LVL 235.025
00 ),//
2100 1400
C
UPPER BASEMENT
LT PANEL ROOM
LOWER BASEMENT LVL DRIVEWAY PARKING FF LVL -7300(234.60)
SECTION-3 MLCP |SCALE 1:300
7 8 TOS +246.825
TOS+246.825
4
7
9
9
UP
DN
UP
ȭ ȭ
ȭ
/,)7 ;
/,)7 ;
8
6
ȭ
ȭ
ȭ
+248.85
ȭ ȭ
ȭ
DN
ȭ
8
3
ȭ
9
),567 )/225
4
PLANTERS
FINS
7
B
R
FIRST FLOOR LVL TOS +4925(246.825)
MUMTY TOS +13325 (255.225)
PHOTO VOTILE SOLAR PANEL
UPPER GROUND FLOOR LVL TOS +1725(243.625)
TOS LVL 250.025
TERRACE FLOOR
SECTION-5 MLCP |SCALE 1:200
TOS LVL 246.825
G.TOI
OFFICE
OFFICE
G.TOI
OFFICE
OFFICE
G.TOI
TOS LVL 243.625
CABLE TRENCH
GROUND FLOOR LVL FF LVL +200(242.10)
TOS LVL 242.025
TOS LVL 241.65
TOS LVL 240.125
LOWER GROUND
PARKING
TOS LVL 238.525
4000
LOWER GROUND FLOOR LVL FF LVL -1700(240.20) TOS -1775(240.125)
TOS LVL 241.50
1200 3500
LOWER GROUND FLOOR LVL FF LVL -1700(240.20) TOS -1775(240.125)
OFFICE
FIRST FLOOR
TOS LVL 238.025
SECTION-7 MLCP |SCALE 1:300 5500
PANEL ROOM
RS
TOS LVL 234.525
LOWER BASEMENT
2100 1400
PARKING
TOS LVL 235.025
CUT OUT AS PER MEP
INT. ROAD LVL AMSL 241.90
OFFICE
UPPER BASEMENT
15550
3200 3200
UPPER GROUND FLOOR LVL TOS +1725(243.625)
G.TOI
FLYING BEAM TO SUPPORT BRIDGE
+249.19
LIFT PIT (2000MM)
FIRST FLOOR LVL TOS +4925(246.825)
OFFICE
UPPER GROUND
INT. ROAD LVL AMSL 241.90
5200
1200
Q
FINS
15550
P
TERRACE LVL TOS +8125 (250.025)
5200
TOP LVL +93250 AMSL (251.225)
N
TERRACE LVL TOS +8125 (250.025)
OFFICE
PHOTO VOTILE SOLAR PANEL TERRACE PARAPET LVL
PARAPET LVL +13775 AMSL (255.625)
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
10
MUMTY TOS +13325 (255.225)
3200
M
9
PARAPET LVL +13775 AMSL (255.625)
FIRST FLOOR PLAN
FIRST FLOOR PLAN MLCP |PARKING-278|SCALE 1:750
8
3200
FINS
3500
/,)7 ;
STAIRCASE 1
10 ȭ
/,)7 ;
DN
STAIRCASE 2
10
10
PAGE-7
LANSCAPE FF LVL +50(241.95)
CABLE TRENCH TOS LVL 240.125
LOWER GROUND
4000
INT. ROAD LVL AMSL 241.90
3500
UPPER GROUND
4
LANSCAPE FF LVL +50(241.95)
UPPER BASEMENT LVL DRIVEWAY PARKING FF LVL -3800(238.10) ISOLATOR LVL FF LVL -5200(236.70) LOWER BASEMENT LVL DRIVEWAY PARKING FF LVL -7300(234.60)
LT PANEL ROOM
A
B
D
C
E
F
H
G
J
K
L
M
1
N
P
Q
R
entry down to LG SLOPE- 1:10
SLOPE- 1:10
UP
X
X
1 m pedestrian path of side of ramp
6
D
Z
Z
+241.95 1 m pedestrian path of side of ramp
1
Z1
DN DN
Y
2
STAIRCASE 3
6
Y
PLANTERS
6
Z1
TOS+250.025
TOS+250.025
1500WIDEx1000DEEP TRENCH FOR DG CABLES
DG AUX PANEL
3 2
ELECTRICAL PANEL ROOM (CLEAR HEIGHT-3.6Mtr)
2
RS
4 750WIDEx1000DEEP TRENCH FOR DG CABLES
5
NIS / NGR PANEL
C&R CUM PLC PANEL
PARKING- 281 FINS
5
RS
C
A
DG VCB PANEL
5
6 750WIDEx1000DEEP TRENCH FOR DG CABLES
1500WIDEx1000DEEP TRENCH FOR DG CABLES
8
3000
FIRST FLOOR LVL TOS +4925(246.825)
3200
UPPER GROUND FLOOR LVL TOS +1725(243.625)
3200
+248.85
ȭ
ȭ
ȭ
ȭ
ȭ
ȭ
ȭ
FINS
STAIRCASE 1
8
3
DN
4
PLANTERS
11kV HT CABLE GROUND BURIED
11kV HT CABLE GROUND BURIED
+241.95
/,)7 ;
/,)7 ;
8
6
5
4
3
2
1
9 FINS
B
FLYING BEAM TO SUPPORT BRIDGE +249.19
INT. ROAD LVL AMSL 241.90
OPENING
OPENING
OPENING
OPENING
RS
OPENING
RS
RS
OPENING
OPENING
OPENING
1725
ȭ
/,)7 ;
ȭ
10 ȭ
/,)7 ;
7
SOLAR PANELS
TERRACE LVL TOS +8125 (250.025)
DN
DN STAIRCASE 2
10
8
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
UP
ȭ
10
ȭ
9
9
4
7
9
PERGOLA LVL TOP LVL +11125 AMSL (253.025)
1500WIDEx1000DEEP TRENCH FOR DG CABLES
TOS+250.025
TOS+250.025
10
MUMTY LVL +15500 AMSL (257.4)
15500 1200
6
7
OPENING
OPENING
OPENING
OPENING
ELEVATION-C MLCP |SCALE 1:500
TERRACE PLAN MLCP |PARKING-281|SCALE 1:750
R
Q
P
N
M
L
K
J
H
G
F
E
D
C
B
A
PARAPET LVL +13775 AMSL (255.675) MUMTY TOS +13325 (255.225)
5200
SOLAR PANELS
3200
UPPER GROUND FLOOR LVL TOS +1725(243.625) INT. ROAD LVL AMSL 241.90
1725
FIRST FLOOR LVL TOS +4925(246.825)
3200
TERRACE LVL TOS +8125 (250.025)
PLANTERS
PLANTERS
1200
TERRACE PARAPET LVL TOP LVL +93250 AMSL (251.225)
OPENING
13770
PERGOLA LVL TOP LVL +11125 AMSL (253.025)
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING
OPENING OPENING
OPENING
STAIRCASE TO UG
OPENING
ENTRY RAMP-UP TO UG
ENTRY RAMP-DN TO UG
OPENING
OPENING
EXIT RAMP -UP FROM LG
EXIT RAMP -DN FROM UG
STAIRCASE TO UG
ELEVATION-D MLCP |SCALE 1:500
PAGE-8
MLCP
BUILDING 2
BUILDING 3
N KEY PLAN
x x x x
x
x
x
No.
R4 R3 R2 R1 R0
No.
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
Date
By
ISSUES
11.02.2021 10.02.2021 29.01.2021 19.01.2021 16.01.2021 Date
Description
FOB AND STAIR ADJUST AS PER SITE REQUIREMENT
COL. SIZE (600X400) 15M STRIP ADJUSTMENT
By
Description
Revisions
WORKING DRAWINGS
Promotors & Developers
DLF Limited
Architects
ARCOP ASSOCIATES PVT. LTD.
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
MEP Services AECOM India Pvt. Ltd.
Structures
Landscaping
Executive Landscape Architects
Project Title
DLF DOWNTOWN Sector 25A, Gurgaon
Drawing Title
MLCP COLUMN LAYOUT Job No.
PAGE-9
A1-594X841
Drawn MSB Date 13.02.2021
Drawing No. Checked DTN-WD-MLCP -AR401 VS Revisions Scale R0 R1 R2 R3 R4 1:200
TERRACE FLOOR MLCP MLCP
BUILDING 2 BUILDING 2
BUILDING 4
BUILDING 3 BUILDING 3
N KEY PLAN
x x x x
BASEMENT 2
MLCP
SCALE 1:75
TERRACE FLOOR
MLCP
SCALE 1:75
x
x LOWER GROUND
x
SECTION 4
MLCP
SCALE 1:100
No.
BASEMENT 1
LOWER GROUND
MLCP
SCALE 1:75
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
Date
By
Description
By
Description
ISSUES
BELOW WATER TANK
MLCP
SCALE 1:75 No.
Date
Revisions
LOWER GROUND
WORKING DRAWINGS UPPER GROUND
Promotors & Developers
DLF Limited
Architects
ARCOP ASSOCIATES PVT. LTD.
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
GROUND
UPPER GROUND
MLCP
SCALE 1:75
MEP Services AECOM India Pvt. Ltd.
WATER TANK PLAN
MLCP
SCALE 1:75
Structures
Landscaping
Executive Landscape Architects
Project Title
SECTION 8
MLCP
DLF DOWNTOWN Sector 25A, Gurgaon
SCALE 1:100
Drawing Title
MLCP STAIRCASE 1 AND OHT
FIRST FLOOR
MLCP
SCALE 1:75
PARAPET
MLCP
SCALE 1:75
x x
RAILING AS PER SEPARATE DRAWING DOORS AS PER SEPARATE DRAWING
Job No. Drawn MSB Date 19.02.2021
Drawing No. Checked DTN-WD-MLCP ST-AR501 VS Revisions Scale 1:75,1:100 R0
PAGE-10
MLCP MLCP
BUILDING 2 BUILDING 2
BUILDING 4
BUILDING 3 BUILDING 3
N KEY PLAN
x x x x
x
x
x
BASEMENT 2
MLCP
FIRST FLOOR
MLCP
SCALE 1:75
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
SCALE 1:75
LOWER GROUND No.
SECTION 4
MLCP
No.
SCALE 1:100
Date
By
Description
By
Description
ISSUES
Date
Revisions
WORKING DRAWINGS
Promotors & Developers
DLF Limited BASEMENT 1
LOWER GROUND
MLCP
SCALE 1:75
TERRACE FLOOR
MLCP
Architects
SCALE 1:75
ARCOP ASSOCIATES PVT. LTD.
LOWER GROUND
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
UPPER GROUND
MEP Services AECOM India Pvt. Ltd.
Structures
Landscaping
Executive Landscape Architects
UPPER GROUND
MLCP
SCALE 1:75
PARAPET
MLCP
SCALE 1:75
Project Title
DLF DOWNTOWN Sector 25A, Gurgaon
Drawing Title
MLCP STAIRCASE 2
SECTION 8
PAGE-11
MLCP
SCALE 1:100
x x
RAILING AS PER SEPARATE DRAWING DOORS AS PER SEPARATE DRAWING
Job No. Drawn MSB Date 23.02.2021
Drawing No. Checked DTN-WD-MLCP ST-AR502 VS Revisions Scale 1:75,1:100 R0
MLCP MLCP
BUILDING 2 BUILDING 2
BUILDING 4
BUILDING 3 BUILDING 3
N KEY PLAN
x x x x
x
x
x
No.
LOWER GROUND
MLCP
SCALE 1:50
FIRST FLOOR
MLCP
No.
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
Date
By
Description
By
Description
ISSUES
Date
Revisions
SCALE 1:50
WORKING DRAWINGS
Promotors & Developers
DLF Limited
Architects
ARCOP ASSOCIATES PVT. LTD.
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
MEP Services AECOM India Pvt. Ltd.
Structures
Landscaping
Executive Landscape Architects
Project Title
UPPER GROUND
MLCP
SCALE 1:50
TERRACE FLOOR
MLCP
SECTION 6 SCALE 1:50
MLCP
DLF DOWNTOWN Sector 25A, Gurgaon
SCALE 1:50
Drawing Title
x x
RAILING AS PER SEPARATE DRAWING DOORS AS PER SEPARATE DRAWING
PAGE-12
MLCP STAIRCASE 3 Job No. Drawn MSB Date 23.02.2021
Drawing No. Checked DTN-WD-MLCP ST-AR503 VS Revisions Scale R0 1:50
MLCP MLCP
M
N
P
Q
BUILDING 2 BUILDING 2
BUILDING 4
BUILDING 3 BUILDING 3
TERRACE LVL TOS +8125 (250.025)
exit dn from ug
1
SLOPE- 1:10
E
3200
D
C
FIRST FLOOR LVL TOS +4925(246.825)
exit up from lg
N
UP SL
SLOPE- 1:10 UPPER GROUND FLOOR LVL TOS +1725(243.625)
OPE 1
RCC PARAPET
UP SL
11100
B
3200
A
RCC PARAPET
1200
TERRACE PARAPET LVL TOP LVL +9325 AMSL (251.225)
RCC PARAPET
:10
OPE 1
L
M entry down to LG
RCC PARAPET
:10
SLOPE- 1:10
P
R
Q
x x
entry up to UG
x x
SLOPE- 1:10
3500
INT. ROAD LVL AMSL 241.90
N
KEY PLAN
x
LOWER GROUND FLOOR LVL FFL LVL -1700(240.20) TOS -1775(240.125)
A
1
x
UP
B
C
x
D
Z1
Z2
Y1 TERRACE PARAPET LVL TOP LVL +9325 AMSL (251.225)
RCC PARAPET
1200
2 Y1
Y
PLANTERS
DN SL
3200
FIRST FLOOR LVL TOS +4925(246.825)
UPPER GROUND FLOOR LVL TOS +1725(243.625)
RCC PARAPET
Z1
:10
RCC PARAPET
OPE 1
DN SL
6
Z2
No.
3500
INT. ROAD LVL AMSL 241.90
RCC PARAPET
:10
OPE 1
3200
TERRACE LVL TOS +8125 (250.025)
11100
Y
1 m pedestrian path of side of ramp
X
X
1 m pedestrian path of side of ramp
Z
Z
+241.95
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
No.
LOWER GROUND FLOOR LVL FFL LVL -1700(240.20) TOS -1775(240.125)
Date
By
Description
By
Description
ISSUES
Date
Revisions
WORKING DRAWINGS
1200
TERRACE LVL TOS +8125 (250.025)
1 RCC PARAPET
1 RCC PARAPET
FFL +8425(250.325) TOS +8125(250.025)
FFL +8425(250.325) TOS +8125(250.025)
TERRACE PARAPET LVL TOP LVL +9325 AMSL (251.225) TERRACE LVL TOS +8125 (250.025)
Promotors & Developers
1 RCC PARAPET
1200
1 TERRACE PARAPET LVL TOP LVL +9325 AMSL (251.225)
RCC PARAPET
DLF Limited
FFL +8425(250.325) TOS +8125(250.025)
FFL +8425(250.325) TOS +8125(250.025)
TOS +7830(249.73)
TOS +7690(249.590)
TOS +5400(248.40) TOS +6115(248.015)
UP SLOPE
1:10 ENTRY
TOS +5490(247.390)
RAMP TOS +5025(246.925)
TOS +4925(246.825)
TOS +4925(246.825)
FIRST FLOOR LVL TOS +4925(246.825)
TOS +6865(248.765)
3200
FIRST FLOOR LVL TOS +4925(246.825)
3200
TOS +7210(249.110)
TOS +6505(248.405) TOS +6200(248.100)
DN
TOS +4925(246.825)
P
EXIT RAM SLOPE 1:10
Architects
TOS +4595(247.495)
TOS +4925(246.825) TOS +4630(246.53)
UP SLOPE
1:10 ENTRY
TOS +2290(244.190)
RAMP TOS +1825(243.725)
TOS +1725(243.625)
UP SLOPE
TOS +880(242.78)
1:10 ENTRY
3500
TOS +400(242.300)
LOWER GROUND FLOOR LVL FFL LVL -1700(240.20) TOS -1775(240.125)
FFL -1700(240.20) TOS -1775(240.125)
DRAINAGE
RAMP
TOS +1725(243.625)
DRAINAGE
UPPER GROUND FLOOR LVL TOS +1725(243.625)
INT. ROAD LVL AMSL 241.90
ENTRY RAMP DN SLOPE 1:10 FFL -1700(240.20) TOS -1775(240.125)
11100
TOS +2915(244.815)
TOS +1345(243.245)
INT. ROAD LVL AMSL 241.90
DRAINAGE TOS +3300(245.20)
3200
11100
TOS +4010(245.910)
DRAINAGE
TOS +3665(245.565) TOS +3305(245.205) TOS +3000(244.900)
DN SLOPE
TOS +1725(243.625)
P 1:10 EXIT RAM
ARCOP ASSOCIATES PVT. LTD.
TOS +2395(244.295)
TOS +1725(243.625)
DN SLOPE
DRAINAGE
3500
UPPER GROUND FLOOR LVL TOS +1725(243.625)
3200
TOS +4490(246.390)
P
1:10 EXIT RAM
TOS +1335(243.235) TOS +1020(242.92)
TOS +55(241.955)
UP SLOPE 1:10
LOWER GROUND FLOOR LVL FFL LVL -1700(240.20) TOS -1775(240.125)
EXIT RAMP
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
DRAINAGE
FFL -1700(240.20) TOS -1775(240.125)
FFL -1700(240.20) TOS -1775(240.125)
MEP Services AECOM India Pvt. Ltd.
Structures
1200
TERRACE LVL TOS +8125 (250.025)
1
RCC PARAPET
TERRACE PARAPET LVL TOP LVL +9325 AMSL (251.225)
RCC PARAPET
FFL +8425(250.325) TOS +8125(250.025)
TERRACE LVL TOS +8125 (250.025)
FFL +8425(250.325) TOS +8125(250.025)
1
RCC PARAPET
1200
1 TERRACE PARAPET LVL TOP LVL +9325 AMSL (251.225)
1 RCC PARAPET
FFL +8425(250.325) TOS +8125(250.025)
FFL +8425(250.325) TOS +8125(250.025)
TOS +7690(249.590)
TOS +4345(246.245)
UP
RAMP
TOS +3815(245.715)
TOS +7385(248.285)
FIRST FLOOR LVL TOS +4925(246.825)
TOS +5460(247.360)
TOS +4925(246.825)
TOS +4925(246.825)
3200
FIRST FLOOR LVL TOS +4925(246.825)
3200
TOS +7210(249.110)
ENTRY SLOPE 1:10
TOS +2940(244.84)
LOWER GROUND FLOOR LVL FFL LVL -1700(240.20) TOS -1775(240.125)
TOS +2260(244.160) TOS +1725(243.625)
DRAINAGE
FFL -1700(240.20) TOS -1775(240.125)
UP SLOPE
1:10 ENT
UPPER GROUND FLOOR LVL TOS +1725(243.625)
Executive Landscape Architects TOS +4925(246.825)
11100
3200
11100
3200
TOS +3185(245.085)
RY RAMP
P
TOS +2030(243.930)
TOS +2940(244.84)
TOS +735(242.635)
FFL -1700(240.20) TOS -1775(240.125)
LOWER GROUND FLOOR LVL FFL LVL -1700(240.20) TOS -1775(240.125)
P TOS +1725(243.625)
TOS +880(242.780)
DRAINAGE
1:10 EXIT RAM TOS +2030(243.930)
TOS +1335(243.235)
INT. ROAD LVL AMSL 241.90
DN SLOPE
TOS +1725(243.625)
TOS +1345(243.245)
TOS +400(242.300)
DRAINAGE
TOS +3815(245.715)
3500
INT. ROAD LVL AMSL 241.90
RAMP
TOS +1725(243.625)
3500
UPPER GROUND FLOOR LVL TOS +1725(243.625)
1:10 ENTRY
1:10 EXIT RAM
TOS +4345(246.245)
TOS +4010(245.910)
UP SLOPE
DN SLOPE
TOS +4925(246.825)
TOS +4490(246.390)
DRAINAGE
Landscaping
DN SLOPE
1:10 EXIT RAM
P
Project Title
DRAINAGE
TOS +205(242.105)
DLF DOWNTOWN FFL -1700(240.20) TOS -1775(240.125)
Sector 25A, Gurgaon
FFL -1700(240.20) TOS -1775(240.125)
Drawing Title
MLCP RAMP SECTIONS Job No.
PAGE-13
Drawn MSB Date 26.06.2021
Drawing No. Checked DTN-WD-MLCP -RAMP-AR701 VS Revisions Scale 1:200,1:150 R0
P
9
Q
5100.0
P
9
Q
5100.0
MLCP MLCP
2500 2250
600
2800 2400
600
2500 2250
600
2800 2400
600
BUILDING 2 BUILDING 2
BUILDING 4
BUILDING 3 BUILDING 3
9
625
5300
9
N
x x
675
x
LIFT 2 2850X2400
x
200 200
BLOCK WALL 300 AS/STRUCTURE
400
2400
x
LIFT CAR PROFILE AS/VENDOR
5300
9
BLOCK 2 BASEMENT 1
x
BLOCK 2 BASEMENT 1
P
9
PARAPET LVL TOP LVL +15300 AMSL (257.615)
x
1000
1800
LIFT 1 2700X1800 2700
LIFT CAR PROFILE AS/VENDOR
KEY PLAN
8
1100
400
1100 675
N
625 200
200
200
10
1100
850 200
4100.0
8 1000
1800 200
200 675
925
1000
1100 925
BLOCK WALL 300 AS/STRUCTURE
200 675
200 550
2850
LIFT 2 2850X2400
LIFT 1 2700X1800
1000
10
200
850 200
200 750 200
2700
8
4100.0
2400
200 750 200
200
200 550
MLCP
2850
MLCP
8
9
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
10
PARAPET LVL TOP LVL +15300 AMSL (257.615) 7900
2400.0
FLOOR BEAM
OVER HEAD DISTNACE 4350.0
6850
2400.0
STAIRCASE
INT. ROAD LVL AMSL 241.90
STAIRCASE
LIFT PIT (2000MM)
SECTION 9
3500
LIFT PIT (2000MM)
2000.0
UPPER BASEMENT LVL FF LVL -3800(238.10)
SECTION 8
ARCOP ASSOCIATES PVT. LTD.
LIFT DOOR HT. 2400MM
LOWER GROUND FLOOR LVL FF LVL -1700(240.20)
3900
LOWER GROUND FLOOR LVL FF LVL -1700(240.20)
LIFT OPENING
LIFT OPENING
3500
STAIRCASE
FF LVL +50(241.95)
Architects
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
CABLE TRENCH
GROUND FLOOR LVL FF LVL +200(242.10)
MEP Services AECOM India Pvt. Ltd.
FF LVL +50(241.95)
LIFT PIT (2000MM)
LIFT LOBBY
3900
GROUND FLOOR LVL FF LVL +200(242.10)
FLOOR BEAM
INT. ROAD LVL AMSL 241.90
Promotors & Developers
Structures UPPER BASEMENT LVL FF LVL -3800(238.10)
Landscaping
3500
UPPER GROUND FLOOR LVL FF LVL +1800(243.70)
Description
DLF Limited
TRAVEL DISTANCE 12200.0
TRAVEL DISTANCE 12200.0
LIFT DOOR HT. 2400MM
LIFT OPENING
STAIRCASE
LIFT OPENING
FLOOR BEAM
By
WORKING DRAWINGS
LIFT DOOR HT. 2400MM
LIFT SHAFT 1
FIRST FLOOR LVL FF LVL +5000(246.90)
Description
ISSUES
Date
CUT OUT FOR PRESSURIZATION OF LIFT SHAFT
2000.0
625
LIFT GIRDERS
1200
2400.0 1100
By
Revisions
TERRACE LVL FF LVL +8200 (250.10)
21 20 19 18 17 16 15 14 13 12 11
Date
2400.0
LIFT OPENING
675
No.
16900
FLOOR BEAM STAIRCASE
695
LIFT OPENING
1100
TERRACE PARAPET LVL TOP LVL +9400 AMSL (251.30)
LIFT OPENING
1200 16900
3200 3200
LIFT DOOR HT. 2400MM
LIFT OPENING
925
TERRACE LVL FF LVL +8200 (250.10)
UPPER GROUND FLOOR LVL FF LVL +1800(243.70)
5050
FLOOR BEAM
STAIRCASE
FIRST FLOOR LVL FF LVL +5000(246.90)
CUT OUT FOR PRESSURIZATION OF LIFT SHAFT
LIFT GIRDERS
OVER HEAD DISTNACE 4350.0
6850
TERRACE PARAPET LVL TOP LVL +9400 AMSL (251.30)
ROOF LVL TOP LVL +11200 AMSL (253.10)
WATER TANK
3200
ROOF LVL TOP LVL +11200 AMSL (253.10)
1000
3200
1000
No.
4100
WATER TANK LVL FF LVL +15050 (257.165)
3500
WATER TANK LVL FF LVL +15050 (257.165)
LOWER BASEMENT LVL FF LVL -7300(234.60)
LOWER BASEMENT LVL FF LVL -7300(234.60)
MLCP
Executive Landscape Architects
Project Title
BLOCK 2
DLF DOWNTOWN Sector 25A, Gurgaon
Drawing Title
MLCP LIFT DETAIL Job No.
PAGE-14
Drawn MSB Date 17.02.2021
Drawing No. Checked DTN-WD-MLCP LIFT-AR601 VS Revisions Scale 1:50,1:100 R0
10
1
2025
1500
7
FD5a
FAD
10850
STAIRCASE 2
2
FD5
200
515
10
FD5
3 10800
9
EQ. 230
FC2
4 10800
2100
5
3
10800
1500
ST 28
6
3740
B
2100
7
1020
10800
8
8
515
200
10800
900
DN
STAIRCASE 1
DN
UP
9
TOS +240.125 FFL+240.20
4
4
+238.1
4950
FC2
FHC FHC
4900
FC2
FD11
FD2c
FD2c
DN FD19
2950
DN
1450
ȭ
UPS ROOM 4550
DROP SLAB 525MM
FD19
FD11
880 1300
1450
SPARE
3200
2100
FHC
BATTERY ROOM
4550
4550
BATTERY ROOM 4550
UPS ROOM
4400
HVAC ROOM
10800
2100
FD5
2080
1650
4800
FC2
2350
FHC
2350
FC2
900 2370
FIRE ESCAPE
FD5a
1800
LOCKERS MALE 9350
UP
Toilet false ceiling above
HANGERS AS / SPECIFICATION
15250
3420
6200
SERVICE AREA FOR PLUMBING
1500
10550
11450
LIFT N
D1
D1
2650 x 2450 1550
D1
D1
2100
DN
2100
ST 26 B 2380 PL2 2380 X 2850
2380
FC2
FHC
1500
5450
(EMPTY)
VENTILATION
ROOMS' PANEL. B1 LIFT O
2650 x 2450
2200
900
LIFT M 2650 x 2450
LIFT I LIFT L LIFT K LIFT J 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450 FD5a
LIFT P
2650 x 2450
UP
(EMPTY)
5250
9 7
UP LVL + 238.6
2100 2380 PL1 2380 X 2850
FD2a
SHUTTLE LIFTS FROM B2 TO GF
4960
4960
5.0M WIDE DRIVEWAY SHUTTLE LIFTS FROM B2 TO GF
2380
DN
2100
FD5
3800
2100
2100
3900
2100
3800
DN
L.T PANEL ROOM (double height)
1500
FD3
1500
FD3
1500 LV ROOM
5180
FACADE LIGHTING 5 3 1
FC2
FD2a
FHC
900
UP
LVL + 238.6
2100
2100
4400
HVAC ROOM
1550
SERVICE AREA FOR PLUMBING 5670 3420
(EMPTY)
LIFT D
2650 x 2450
FD8a
(EMPTY)
ELECTRICAL ROOM
FD8b
4750
4750
2100
ST 26 B
2100 4800
1610
UP
1500
400
1550
FD5a
LIFT F LIFT G LIFT H LIFT E 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450 10550
VENTILATION
ROOMS' PANEL. B2 11450
4120
DRIVERS' ROOMS
1190 1500
3550
LIFT B LIFT A LIFT C 2650 x 2450 2650 x 2450 2650 x 2450
9400
7650
D1
D1
D1
1280
1420
2020 D1
D3a
TOILETS FEMALE 1420
FD8b
FIRE CONTROL ROOM 5180 5220 1650
LOCKERS 9350 FEMALE
1800
ȭ
3530
1810
DN
FD5a
2030
3200
2950
D1
1500
5070 MALE 1300 900
D1
2900
D1
D1
3500
D1
ȭ
325 EQ
22
D1
ȭ
1000
2100
ST 26 A
D3a
5.0M WIDE DRIVEWAY
1030
15 16 18 20
4600
HVAC ROOM
4600
4600
4600
D1
ȭ
325 EQ
2100
UP DN
2100
2700
FD5
FD5
HVAC ROOM
D1
DN
LIFT M 2650 x 2450
1450
SPARE
1450
3200
1300
DN
ȭ
230 EQ.
1
FD2a
LVL + 238.6
2700
3600
D3a
D1
D1
1420 TOILETS FEMALE 1500
D1
5250
900 1550
LIFT N
2650 x 2450
880
5
7
3
2100
FD5
4750
4750
D1
D1
1500 3500 D1
2900
D1
2100
3800
2200
LIFT O
2650 x 2450
11450
10550
2080
FC2
ST 26 A
2100
FD3
UP
(EMPTY)
LIFT P
VENTILATION ROOMS' PANEL. B1
2650 x 2450
FD5a
(EMPTY)
LIFT J LIFT L LIFT K LIFT I 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450 3420 6200
SERVICE AREA FOR
1500
4900
1020
2400
900
FHC
HVAC ROOM
DN 2100
2700 2700
3600
4800
1030 D1
D1
FD8a
LV ROOM 1500 1500
2100
3900
2100
5450
FC2
HVAC ROOM
5200
4250
4700
4600
4600
4600
HVAC ROOM
FD5
FD2a
LVL + 238.6
UP
2100
2100 3620
ELECTRICAL ROOM 3550
LIFT D
(EMPTY)
2650 x 2450
FD5a
(EMPTY)
DN
3800
FD2c
FD2c
900
FHC
FC2
FHC
FC2
1200
2600
FHC 1200
FC2
FD5
4600
HVAC ROOM
1200 900 5070 TOILETS MALE 1190
1550
11450
1550
UP
230 EQ.
4950
2100
10800
TOS +240.125 FFL+240.20
2100
HVAC ROOM 4400
4350
FC2
FD5
FHC FHC 1200
FC2
1200 FD3
1280 4120
5670
SERVICE
HANGERS AS / SPECIFICATION
FD5
2100
+238.1
FD3
2000
2000 900 FD5a
FD3
FD15
7
FC2
1100 2000
2000
FD5
4600
D3a
9400
1500
3420
LIFT E LIFT F LIFT H LIFT G 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450
VENTILATION ROOMS' 10550 PANEL. B2
LIFT A LIFT B LIFT C 2650 x 2450 2650 x 2450 2650 x 2450
7650
DRIVERS' ROOM
FC2
FD8a
1500
FD5a
4400
HVAC ROOM
9
LIFT 2700X1800
9
FD5
10850
LIFT 2850X2400
FC2
FD5
FAD
FD3
FD3
L.T PANEL
8
900
HVAC ROOM
4550
1330
FD2c
1550
1600
LVL + 238.6
FC2
2025
10
950
2820
STAIR PRESS. 1800 x 1350
1800
FD5a
LVL + 238.9
1900
STAIR PRESS. ABOVE 1800 x 1350
FIRE LIFT 3050 X 2400 4700
4650
4650
FD5a
1100
1100
1100
1900
FIRE LIFT 3050 X 2400
10
950
2025
IBS 6
3250
4650
900 1800
FD2c
IBS 5
1600
4650
IBS-2
900
IBS-3
LOBBY PRESS. 900x1350
2500
2550
HVAC ROOM
2700
1200
FD2c
4550
HVAC ROOM
FC2
2550
5000
LVL + 238.95
2700
LOBBY PRESS. ABOVE
900
LOBBY PRESS. ABOVE
2000 FD3
FD5a
2000
FD3
2000
FD5
5000
HVAC ROOM
L.T 2000 PANEL
FD5
2000
2000
FD5a
2000
2000
FHC
FAD
FD15
FD15
1000 1200
UP
FD2c
400
4650
FD2c
2700
1600
FD2a
1700
UP 2100
FD5
FD15
2950
3200
2030 FD5
UP
HANGERS AS / SPECIFICATION
FIRE ESCAPE
3740
2100
1000
EQ. 230
325 EQ 325 EQ
15200
4200
4200
4200
430
FD17
IBS-1 4650
4650
2620
3670
2000
FD3
2000
FD5a
FAD
3530
1610
1500
5750
1680
10850
3940
G3
G2
5800
TRANSFORMERS' AREA
5450
1800 FHC FC2 900x1300
900
FIRE FIRE LIFT 3050 X 2400 TOWER 1 STAIR PRESSU. 1800 x 1350
DN 2350
850
HVAC ROOM 4720
3670
HVAC ROOM
4720
850
1700
FD2a
UP
2620
FHC 900x1300 FC2
4650
900
FC2 FD3
2000
2000
DN
UP
1810
FD5
FC2
ST 28
3870
G1
2400
UP
A1
A3
A4
A6
DN
STAIR PRESSU. 1800 x 1300
2700
1600
FD2c
FIRE LIFT FIRE 3050 X 2400 TOWER 1
2900
4650
1200
3500
FHC
9250
10800
9
FD2a
5430
FD2a
950
2540
8720
9800
10010
10950
1140
2980
3500 6660
5320
28800
G
C
B
A
A
B
C
UP
5450
7300
FHC FC2
5.0M WIDE DRIVEWAY 4400
1300
1850
10800
8
14000 3410
F
E
D
D
2400
4730
4400
HVAC ROOM
2100
10800
7
5100 9290
4050 6350 1500 7500 4850
600
1650
10800
6
2480 2480
2250 1350 4000
1200 1000 4400
1350
2150
2100
5270
ȭ
ȭ
HVAC ROOM
2100
10800
5
5.0M WIDE DRIVEWAY 5.0M WIDE DRIVEWAY
8850
ȭ ȭ ȭ
2100
500
10800
4
6400
4000 1350 3000 4300
2150 1350
3940
5800
6700 6700
5400 5400
3000 1200 1000
4210 840 1000 1000
750 4160 4160 750
2110
2110
2850
2850
6900 eq eq
eq eq
1200 1200
5.0M WIDE DRIVEWAY
2210 2110
1000 1520
1400
5900 2100 1200 2750 9990 2100
6900
500
1200
4050 4900 4900
1000 4400
4210 1200 1000 1000 1200
1200
500
580
750 750
2100 5900
1200
1520
4050 1200
3400 1200 1000
5450
900
1500 5300
3200 1300 5300
1300 5300
6400 1000 600
1000 3400
2480 4060 3200
E
FD5
2100
10800
3
1500
1500
FD17
10350
10850
4940
150 150
TRANSFORMERS' ROOM
4200
15250
FD5a
2
5250
1050 450
5250 5250 5250
700
1300
6800 1500
1500
500 500 580
6800
1650 5300
4930 4950
2200 2200 700 2200
5300
5300
1500 2200 3740
1500 3000 2100 1650
3200 1000
900
3740
1650
2100 3000
3950 4500 4500
9650 15300
1000 6750 5250 6750 1000
900 1550
1000 1000
900 1000
1500
1000
5300 5300
2000
1600 1600 2000
1300 1500
3200 5250 3200 600
1500
1000
12250 5150 1000
5070 1000
1650
1000
600 8850
2150 16400
900 4800
600 600 12250
5.0M WIDE DRIVEWAY 5.0M WIDE DRIVEWAY
1200 1200 2850 1000
7080 5390 500 5390
1400 6800 1100 1100
6800 6800
900
900
900
16400
2280
1500
1600
15300 9650
1000
1500
7080 1770
6800 1400
2100 3310
2280 2010 1100
500 3310 2100
500 500
900 350
900
6300 3740 3740 4960
900 900
1200
1000 900 900
1000
4200 1550 350 5400 1000
F
G
UP
1500
2025
1
FD2a
x x x x
x
x
BUILDING 3
BUILDING 2
N KEY PLAN
By
VIJAY Description
5 copies ISSUED
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
Date
29-01-2021
x
01
Revisions
No.
R N FO IO D CT O O RU P G NST CO O AR C
WORKING DRAWINGS
Promotors & Developers
DLF Limited
Architects
ARCOP ASSOCIATES PVT. LTD. Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
MEP Services AECOM India Pvt. Ltd.
Structures
Landscaping
Executive Landscape Architects
Project Title
Drawing No.
Sector 25A, Gurgaon
DLF DOWNTOWN
1:250
Scale
Revisions R0
Checked DTN-WD-UB-AR102
UPPER BASEMENT
Drawing Title
Job No. Drawn Date 03.03.2021
PAGE-15
2900
5300
5500 2800 2200 A1-594X841
1000
5.0M WIDE DRIVEWAY 5.0M WIDE DRIVEWAY
1000
22400
1500 1200
1200 1000
1200
1200
3000
1000 4400
1500
1000 3850
1200
1000
850 850 3000
1350
2620
7450 3850
2020 1030 1030 2620 7450 950
1000 1000
4530 5270 5120 9050
4400 1000
1200
3550
5450 5450 1500
2100 5350
5516 2200
2806
5500
10400 10300 5500
4500 5350
5350 5350
10300
650 650 5300
9900 9900
35000
10800 10800 10850 10850 10800 10800 35000
10850 10800 10800 10800 10800 10850
3640
1 10850
460
2 10800
FC2
FHC
1200
4790
900
HVAC ROOM 5200 1000
2025
1450
2300 2100
FD5
2400
3 10800
4
22
20
18
16
15
FD2c
2950
HOUSE KEEPING STAFF (M)
5670
SLAB AT 239.6
10800
1600
770
2100
1500
HVAC ROOM 4400
5
FD5
3550
ELECTRICAL ROOM @+237.1
FHC
FC2
1500
10800
UP
STAIRS END AT LEVEL 237.1
ST 28
FD5a
L.T PANEL ROOM33780 (double height)
3800
2100
2100
13000
13000
2100
3800
2100
STAIRS END AT LEVEL 237.1
(EMPTY)
(EMPTY)
6 10800
6200
FD5
2080
LIFT M 2650 x 2450
9350
2100 1960
HVAC ROOM
4060
5100
2950
2950
MEP ROOM
2950
FD8
FC2
FD2a
FHC
1020
eq
X
LVL + 235.15
2100
UP
2100
FC2
FHC
5900 eq
2100
UP
LVL + 235.15
2100
FD2a
900
1
3
5
7
9
7
FD8
SPARE 2950
2950
HOUSE KEEPING STAFF (F)
4750
4950
5100
HOUSE KEEPING STAFF (F)
HVAC ROOM FD5
2950
MEP ROOM
HANGERS AS / SPECIFICATION
SLAB AT 239.6
LIFT N
LIFT N
2650 x 2450
LIFT M 2650 x 2450
LOW HEIGHT SERVICE ACCESS ONLY
D4a
4950
HVAC ROOM
FD5
D4a
LOW HEIGHT SERVICE ACCESS ONLY
2650 x 2450
LOW HEIGHT SERVICE ACCESS ONLY LIFT O
2650 x 2450
LIFT O
2650 x 2450
3920
6200
2080
LIFT L LIFT K LIFT J LIFT I 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450
MEP ROOMS
2650 x 2450
LIFT P
(EMPTY)
LIFT P
2650 x 2450
LIFT I LIFT K LIFT L LIFT J 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450
(EMPTY)
HANGERS AS / SPECIFICATION
1500
(EMPTY)
LIFT D
(EMPTY)
2650 x 2450
LIFT F LIFT G LIFT H LIFT E 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450
6200
LOW HEIGHT SERVICE ACCESS ONLY
9350
LIFT A LIFT C LIFT B 2650 x 2450 2650 x 2450 2650 x 2450
LOW HEIGHT SERVICE ACCESS ONLY
2950
3530
3530
1810
1020
D4a
1610
5.0M WIDE DRIVEWAY
FC2
2100
2100 2600
ST 26 A
3600
HVAC ROOM
D4a
6200
HOUSE KEEPING STAFF (M)
770
LIFT D
(EMPTY)
2650 x 2450
(EMPTY)
UP
HVAC ROOM
4060
HANGERS AS / SPECIFICATION
SLAB AT 239.6
33780
2100
FD5
750 FC2
SPARE
15600
FD5
HVAC ROOM 4400
FC2
2100
LVL + 235.15
UP
2100 FD2a
FD5
4950
FHC 1200
2700
ST 26 A
HVAC ROOM
3600
FC2
HVAC ROOM
4750
4950
LVL + 235.15
2100
2100
9350
3550
ELECTRICAL ROOM @+237.1
1500
FD5a
11
align
13
2100
FD2a
FD2a
FD2a
PL2 2380 X 2850
2380
10800
16
15
18 20 22
ST 26 A 2380
2180
PL1 2380 X 2850
4960
SHUTTLE LIFTS FROM B2 TO GF
2100
2380
PL2 2380 X 2850
SHUTTLE LIFTS FROM B2 TO GF 4960
2380
PL1 2380 X 2850
2180
ST 26 B
align
1020
X
300
300
900
align
FC2
eq
FHC
900
FHC
eq
FC2
align
8
4950
3600
HVAC ROOM
3600
FD5
FD5
FHC
900
UP
10800
FC2
900
FHC
9
D WALL BELOW
LOW HEIGHT SERVICE ACCESS ONLY
4950
FC2
FHC
900
FD5
10850
FC2
3340
FD8
950
FD2a
2025
10
1100
MEP ROOM 900 LOBBY PRESS.
DN
1100
FD2a
FC2
FIRE LIFT 3050 X 2400
FD2a
1500
DN 1500
FD2a
FD2c
4460
2400
1200
FD2c
1200
FD2c
FD13
1200
1200 FD2c
FD2c
FD2c
FD2c
2000 18400.3874
2000
2000
STP AS/ SEPARATE DWG DN
6900
8750
COLD STORAGE
8750
4460
FD2c
FD2c
WTP AS/ SEPARATE DWG
6900
8750
8750
7450
8300
8750
GREESE TRAP
5550
STAFF LUNCH ROOM. PANTRY . TOILETS
DN
2340
EPBX, OFFICE MANAGEMENT, ENGINEERING AND BMS CONTROL AND SECURITY CONTROL ROOMS 1100
1100
FD2a
2200
4500
4550
1650
FIRE LIFT 3050 X 2400
1100
950
MEP ROOM
4500
900
5800
FD2a
2100
FD8
2760
1600
2700
FC2
FD2a
HVAC ROOM
5000
HVAC ROOM
5000
2100
FD2a
HVAC ROOM
2100
FD3
FD5a
2100
FD3
FD5
FD5
3740
HVAC ROOM
3340
900
2000 FD3
FD5a
2000
FD3
FD5
800
2025
10
3650 2480
FHC
1200
1200
9 7 5 3 1
FD5
FD5
FD5
HVAC ROOM
FD2a
UP
2100
2100
FC2
LIFT A LIFT C LIFT B 2650 x 2450 2650 x 2450 2650 x 2450 MEP ROOMS
3970
5670
LIFT E LIFT F LIFT H LIFT G 2650 x 2450 2650 x 2450 2650 x 2450 2650 x 2450
1600
SLAB AT 239.6
3470
1600
FIRE ESCAPE
L.T PANEL ROOM (double height) HANGERS AS / SPECIFICATION
FHC
450
10850
2050
G
4200
4650
4650 FHC FC2
FC2
FHC
1020
2950
2950
1610
3530
3530
1810 FD2c
FC2
1500
6930
150 150
10800
9
1500
4400
TRANSFORMERS' ROOM
10000
7300
4500
MEP ROOM
900
FD3
2000 FHC 900x1200
FD5a
FD3
2000
FD5
FD5
4650 1200
FC2
FHC
FD5
12250
F
2400
5450
FD8
1600
FIRE FIRE LIFT 3050 X 2400 TOWER 1 2700
FD2a
1700
FD3
1200
5.0M WIDE DRIVEWAY HVAC ROOM 4400 2100
ST 28
10800
8
1000 3000
E
D 1650 LOBBY PRESS.
900
4500
4800
HVAC ROOM 5300
5300
4800
FD5a
2000
HVAC ROOM
2700
FD2a
1700
2100
2620
4500
LOBBY PRESS.
900
FHC 900x1200
FC2 FD3
2000
2100
2420
10800
7
5670
eq
eq
2000 7930 11850 8690
1200 1200 1200
STAIR PRESSU. 1800 x 1350
1950
1800 STAIR PRESSU. 1800 x 1350
FD8
1600
FIRE LIFT FIRE 3050 X 2400 TOWER 1900
2750
MEP ROOM
4500
4650
4400
HVAC ROOM
2300
10800
6
2680
C
B
A1
A3
A4
A6
8150
4710
FD5
2300
10800
5
2200
2320 2040 17990 2520 17500
A
A
B
C
3200
7300
4700
10800
4
48010
2340 2200 1800
4210
5020 10350
10800
3
5.0M WIDE DRIVEWAY 5.0M WIDE DRIVEWAY
1350
1350
2480
2680 2000
12250 9130 1810
D
E
TRANSFORMERS' ROOM
4200
1500
10850
2
5150
1350 2150 1750 1750 2100 7500
1200
1200
5200 9050
1350 3740
5600 7450 3740
6750 3650
2850
1000 4210 1000 1200 1000 100
1500
3750 1500
2850
5.0M WIDE DRIVEWAY 5.0M WIDE DRIVEWAY
6800 eq eq
eq eq
6800
2100
1200
2100 2850 2750
300 300 750
2100 2100 5900
5350
4900 4250 4250
15150
8850 2400
6750
1000
6300
1500
5500 10800
4200
15450
2025
1
4000
840 4200 5450
4150 6400
150 5000
600
4900 5350
6400
6300
15150 1000
1000 500 1000
4150
3200
600 3200
5300 5300 12250
3000
8850 2400
2100 2100
3200 4150
1400
6400
DN
DN
1550
900
900
5.0M WIDE DRIVEWAY 5.0M WIDE DRIVEWAY
5350 5300
5300 5300
1100
1400 2750 1650
6750
27750 500
600 1000 900 900 1000
4900
12250 3200
5300 3000 2100 1650
12250
2100 1870 4330
7080 5100 4250
2280 900 2280
4330 500 1100 2100
5100
7080 1500
4900 2400 600 8850
5.0M WIDE DRIVEWAY 5.0M WIDE DRIVEWAY
1000 5400
F
G
A1-594X841
4250
3000
900
900
5300 5300 1000
6400
5400 1550
350
1000 3120
1800 5300 5350 5350 4500 9000
2810 7180 2980
1000 1000
21650 5900
5120
1500
900
900
350 5100
5120
1200 850 1000 3000
5350
4400
1200
5000
1350
10850 10800
1000 1000
2100
1350 7500 1300
2830 1300
7500 9050 4500 5350 5350 5300
2100
10300 10400 10300
9900 9900
35000
10800 10800 10850 10850 10800 10800
10800 10800 10800 10850
x x x x
x
x
BUILDING 3
BUILDING 2
N KEY PLAN
By
VIJAY Description
5 copies ISSUED
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
Date
29-01-2021
x
01
Revisions
No.
R N FO IO D CT O O RU P G NST CO O AR C
WORKING DRAWINGS
Promotors & Developers
DLF Limited
Architects
1:250
Scale
Revisions R0
Checked DTN-WD-LB-AR101
LOWER BASEMENT
Drawing Title
Job No. Drawn Date 03.03.2021
Drawing No.
Sector 25A, Gurgaon
DLF DOWNTOWN
Project Title
Executive Landscape Architects
Landscaping
Structures
MEP Services AECOM India Pvt. Ltd.
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
ARCOP ASSOCIATES PVT. LTD.
PAGE-16
B BUILDING 2 LINE OF GLAZING ABOVE
BUILDING 3
N FC2
KEY PLAN FD8
x x x
Office compartmentation
x
x
x
x FC2
FD8
OFF EA ABOVE
LIGHT SOURCE AS PER CONSULT.
LOUVERS AS PER SPECS.
D5
D3a
ALUM. POWDER COATED VERTICAL LOUVERS
AHU 5100X5500
FC2
FHC
FRAME
D1
GENTS
LOBBY
D1
LVL + 241.65
JAN.
D2
D1
D1 FD3
D1
PRE COOLED D3b
ELECTRICAL ROOM
D1
OFF-FA
L.V. ROOM
ELE. PANEL+ CABLE
RWP.
LVL + 241.65
LADIES D1
LADIES
D1
D1
2100 WIDE PASSAGE
PRE COOLED
D2
OFF-FA
D1
AD
PANTRY
D1
CHW. PIPES/ AHU DRAINAGE
UP D1
LADIES
D2
AD
AHU 5100X5500
D1
FD8
CHW. PIPES/ AHU DRAINAGE
LOUVERS AS PER SPECS.
FD2a
D3
D1
D3a
LADIES
D1
PLUMBING
LIGHT SOURCE AS PER CONSULT.
FRAME
FC1
FD2
FHC
D1
STP SHAFT
OFF EA
LOBBY
D1 D3A
D1
D3a
D1
ALUM. POWDER COATED VERTICAL LOUVERS
D2
GENTS
D1
D1
ODU LEDGE
FHC
JAN.
D5
JAN.
D3b
AD
PLUMBING
STAIRCASE PRESSURE
TOI EX.
TOI EX.
RWP. PLUMBING
D3c
AD
ELEC. PANEL+ CABLES
PLUMBING UP
D3c
TOILET EX.
ST-25
TOILET EX.
01
SPARE
LIFT E 2650X2450
FHC LV
LVL + 242.1
FC1 FD3
LIFT F 2650X2450
LIFT G 2650X2450
LIFT H 2650X2450 EMPTY
FD4
STAIR PRESSURE
LIFT L 2650X2450 EMPTY
FD2
LIFT K 2650X2450
LIFT J 2650X2450
No.
PANTRY
LIFT I 2650X2450
LV
FD2a
LOBBY PRESS. STAIR PRESSURE ABOVE ABOVE
LOBBY PRESS. 900x1300
FD5a
LOBBY PRESS.
5 copies ISSUED
By
Description
Revisions
FIRE LIFT 3050X2400
LVL + 242.1
FD1
FHC 900x1200
FD1
FC2
FC2 FD3
H.TOILET
LIFT B 2650X2450
LIFT C 2650X2450
LIFT D 2650X2450
LIFT P 2650X2450
EMPTY
EMPTY
TOILET EX.
LIFT N 2650X2450
LIFT O 2650X2450
LIFT M 2650X2450
PLUMBING
AD
CHW. PIPES/ AHU DRAINAGE
FD4
CHW. PIPES/ AHU DRAINAGE ABOVE FD11
OPENING 900 X 900 AT 900 CILL
BAGGAGE & SECURITY CHECK @+242.1
TOI. EX. ABOVE
RWP.
D3
OFF-FA
PLUMB.
AD
PLUMBING
FD4
FD8
fire safe exit passage sec
CHW. PIPES/ AHU DRAINAGE
L.V. ROOM
FD11
FD3
LVL 242.1
DN
space for AHU
STAIRCASE PRESSURE
TOI. EX. ABOVE
PLUMBING
RWP.
WORKING DRAWINGS
ST-24
TOILET EX. OFF-FA
STAIR PRESSU. 1900 x 1300
LV 2000 x 1000
H.TOILET
ST-21 D3
FHC 900x1200
FD3
FD2
LIFT A 2650X2450
LV
BAGGAGE & SECURITY CHECK @+242.1
FD8
Promotors & Developers
RAILING AS/DETAIL
STAIR PRESSURE
VIJAY
Date
GOOD FOR CONSTRUCTION ARCOP
FD1
FD2a
29-01-2021
LVL + 242.1
FD3
FD4
FD1
FIRE LIFT 3050X2400
Dimensions are not to be scaled. All Dimensions are in Millimeters unless stated otherwise. All Levels are in Millimeters and relate to ........... Datum level. The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the architect before commencement of work. For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. These drawings are to be read in co-ordination with hvac, electrical, plumbing drawings & all relevant sections of specifications.. All shop drawings should be provided to the architect for approval.
DLF Limited
space for AHU
OPENING 900 X 900 AT 900 CILL
FD8 LOUVERS AS PER SPECS. FRAME LIGHT SOURCE AS PER CONSULT.
ODU LEDGE
FHC
OPENING - 900 X 900 AT 900 CILL
OFF EA
OFF EA ABOVE
FC2
9
FIRE CONREOL ROOM
9
15 16
5
18
3
20
LVL 242.1
22
1
DN
FD2a
Architects
16
5
18
3
20
1
22
ARCOP ASSOCIATES PVT. LTD.
Plot No-36 B, Sector-32, Gurgaon, India Ph: +91-124-4595500 Fax : +91-124-4595550
LVL + 242.1 FD2a
LVL + 242.1
FD2a
LOUVERS AS PER SPECS.
ALUM. POWDER COATED VERTICAL LOUVERS
15
7
AS PER HVAC
7
FRAME
LIGHT SOURCE AS PER CONSULT.
FHC ALUM. POWDER COATED VERTICAL LOUVERS
ODU LEDGE
D11
PROVISION FOR CAFE COUNTER
D8
MEP Services AECOM India Pvt. Ltd.
D8
SHUTTLE LIFTS FROM B2 TO GF
Structures D6
BUILDING 2 DROP OFF
Landscaping D6
Executive Landscape Architects D6
D4
Project Title
DLF DOWNTOWN Sector 25A, Gurgaon
+241.95
Drawing Title
BASEMENT LINE
GROUND FLOOR BLOCK 2 Job No.
A1-594X841
PAGE-17
Drawing No.
Drawn
Checked
Date 03.03.2021
Scale
1:200
DTN-WD2 -UB-AR102
Revisions R0
GL +241.95m IL +238.09m GL +241.95m IL +240.44m STMH
900Ø
SMH 900Ø
GL +241.95m IL +238.20m
GL +241.95m IL +237.83m
H[LW XS IURP OJ
900Ø
SMH 900Ø
FH
HQWU\ GRZQ WR 8* WR /*
PLANTERS
EFHC
FFL +248.505
900Ø
6
DN FFL +249.23
TOS +248.43
300mm WIDE DRAIN CHANNEL
W = 1500 T = 300 R = 145
300mm WIDE DRAIN CHANNEL
FFL +247.635
TOS +247.56STAIRCASE
FFL +250.39 TOS +250.315
3
DSC HP SMH 900Ø
SLOPE
80Ø SUMP RISER PIPE
SLOPE
TOS+250.025
TOS+250.025
B A FHC
FHC
HP
KHURRA 850x450mm
B A FHC
GL +241.95m IL +240.84m
400 400 400 400
PARKING- 284
SLOPE
HP
400
400
SLOPE
400
400
SAUCER DRAIN LP KHURRA 1000x450mm
A B
GL +241.95m IL +238.44m
SAUCER DRAIN
400 400 400 400 400 400
6
400
LP KHURRA 600x450mm HP
STMH
900Ø
SAUCER DRAIN
FH EFHC
GL +241.95m IL +240.91m
RWHP-1
SLOPE RIDGE LINE
250Ø SEWER LINE SLOPE = 1:195
RWHP-4
SLOPE
EXTERNAL SURFACE DRAINAGE LINE
3.
EXTERNAL STORM WATER LINE
4.
EXTERNAL FIRE HYDRANT LINE
5.
EXTERNAL DOMESTIC WATER LINE
6.
EXTERNAL FLUSHING WATER LINE
7.
EXTERNAL GARDEN HYDRANT LINE
8.
100Ø HSVP/GMDA WATER LINE
9.
TANKER LINE
HP
11.
GARDEN HYDRANT (GH)
12.
VALVE
BUILDING 2
BUILDING 3
14. SEWER MANHOLE
GL +241.95m IL +237.39m SMH 900Ø
400
OGS DSC
2.
SYMBOL
13. STORM WATER MANHOLE
400
400
400
400
FHC
400
150Ø SPRINKLER & HYDRANT RING FROM PUMP ROOM / EXISTING LINE
EXTERNAL SEWER LINE
10. FIRE HYDRANT (EFHC)
30 Mtrs steel STRUCTURE
400 400 400 400 400 400 400 400
6
SMH 900Ø
900Ø
6
150Ø HYDRANT RING MAIN LINE BURIED IN FLOOR
400
200
GL +241.95m IL +237.52m VALVE CHAMBER 750x750x750mm DEEP
1.
STMH
LP
CB A
400Ø STORM WATER LINE SLOPE = 1:375
900Ø
OGS
250Ø SEWER LINE SLOPE = 1:195
FINS
STMH
RWHP-2
KHURRA 600x450mm LP
TOS +249.155
GL +241.95m IL +240.80m
STMH
6
RIDGE LINE
250Ø SEWER LINE SLOPE = 1:195
400Ø STORM WATER LINE SLOPE = 1:375
GL +241.95m IL +240.31m
VALVE CHAMBER 1mx1mx1.2m DEEP
DSC
15.
RAIN WATER HARVESTING PIT
16.
DE-SILTING CHAMBER
RWHP DSC
17. OIL & GREASE SEPARATOR
OGS
N KEY PLAN
OGS
400Ø STORM WATER OVER FLOW TO MAIN LINE
GL +241.95m IL +240.25m
80Ø SUMP RISER PIPE
STMH
900Ø
FH EFHC
GL +241.95m IL +238.57m
6 SMH 900Ø
LP
AB C
FHC A B
KHURRA 850x450mm
A B FHC SLOPE
32Ø DOMESTIC & FLUSHING WATER LINETOS+250.025 FROM PUMP ROOM / EXISTING LINE
FFL +250.39
FFL +249.085
900Ø
GL +241.95m IL +240.95m GL +241.95m IL +237.07m
LEGEND FOR PLUMBING:-
FD
S.NO.
SYMBOL
DESCRIPTION
DN
DN
FFL +249.085
STAIRCASE 1
TOS +249.01
FFL +250.39
TOS + 250.315
W = 1500 T = 300 R = 145
+248.85
DN
FFL +248.36 TOS +248.285
FT
FFL +248.36 TOS +248.285
4900
FINS
STMH
6 SMH 900Ø
2 3 1 4 5 7 8
DN
TOS +247.27
KHURRA 850x450mm LP
TOS+250.025
SLOPE
FFL +247.345
320
W = 1500 T = 300 R = 145
/,)7 ; 5300
32Ø DOMESTIC & FLUSHING WATER LINE RUNNING AT CEILING LVL.
2 3 1 4 5
/,)7 ;
STAIRCASE 2 TOS +249.01
HP
80Ø SUMP RISER PIPE
FHC
UP
FD
DN
TOS + 250.315
ENTRY
FH
UP
DN
400
FH EFHC
RWHP-3
E
DSC
6
GL +241.95m IL +238.30m 6 KHURRA LP 850x450mm 80Ø SUMP RISER PIPE VALVE CHAMBER 750x750x750mm DEEP SAUCER DRAIN
LIN
FH
TER
EFHC
S.NO. DESCRIPTION
150Ø HYDRANT RING MAIN LINE BURIED IN HQWU\ XS FLOOR
E LIN WER Ø SE 250 = 1:195 PE SLO
OGS
GL +241.95m IL +240.74m
STMH
900Ø
EFHC
250Ø SEWER LINE SLOPE = 1:195
250Ø SEWER LINE SLOPE = 1:195
400Ø STORM WATER LINE SLOPE = 1:375
150Ø HYDRANT RING MAIN LINE BURIED IN FLOOR
SMH 900Ø
900Ø
4 WAY FIRE BRIGADE INLET CONNECTION FOR EXTERNAL HYDRANT RING MAIN
H[LW GQ IURP XJ
FH
PLUMBING & FIRE FIGHTING LEGEND:-
GL +241.95m IL +237.68m
400Ø STORM WATER LINE SLOPE = 1:375
STMH
SMH 900Ø
150Ø HYDRANT RING MAIN LINE BURIED IN FLOOR
STMH
+241.00
EFHC
400Ø STORM WATER LINE SLOPE = 1:375
900Ø
250Ø SEWER LINE SLOPE = 1:195
250Ø SEWER LINE SLOPE = 1:195
GL +241.95m IL +240.67m
STMH
SMH 900Ø
WA ORM Ø ST 400 = 1:375 PE SLO
150Ø HYDRANT RING MAIN LINE BURIED IN FLOOR
GL +241.95m IL +240.38m
SMH 900Ø
250Ø SEWER LINE SLOPE = 1:195
GL +241.95m IL +240.60m
400Ø STORM WATER LINE SLOPE = 1:375
STMH
900Ø
GL +241.95m IL +237.96m
+241.95
GL +241.95m IL +240.53m
400Ø STORM WATER LINE SLOPE = 1:375
FFL +247.345 TOS +247.27
/,)7 ;
/,)7 ;
FINS
400
PLANTERS
+241.95 +241.80
200 Ø SEWER LINE SLOPE 1:200
CL +236.95m
+241.00
PIPE DIA'S S.NO. SYMBOL
DESCRIPTION
100Ø FWS RISER 100Ø DWS RISER 150Ø FIRE HYDRANT PIPE FOR BUILDING- 2
+241.95
+241.50
ENTRY
+241.80
+241.95
Architects:
100Ø SUBSOIL DRAIN PIPE
100Ø SUBSOIL DRAIN PIPE
150x150mm CUTOUT
150x150mm CUTOUT
100Ø SUBSOIL DRAIN PIPE
DSC
150x150mm CUTOUT
DSC
PYLON 1A
Ph.: +91-124-4595500 FAX: +91-124-4595550
100Ø SUBSOIL DRAIN PIPE
Montreal, Toronto, New-Delhi, Boston
150x150mm CUTOUT
+241.80 +241.50
Arcop Associates Pvt. Ltd.
Plot- 36b, Sec-32, Gurgaon-122001
+241.95
PROPOSED /REVISED BUILDING PLAN OF COMMERCIAL COLONY AREA MEASURING 32.36 ACRES PART OF RESIDENTIAL PLOTTED COLONY NAMELY DLF CITY,PHASE I,II &III AND INDEPENDENT COMMERCIAL COLONY 4.00 ACRES (LICENCE NO.59 OF 2018 DATED 07.09.2018) BY MAKING TOTAL AREA MEASURING 36.36 ACRES UNDER TOD ZONE IN SECTOR -24 & 25A GURUGRAM MANESAR URBAN COMPLEX BEING DEVELOPED BY DLF LIMITED AND OTHERS.
EXIT
100Ø FWS RISER 100Ø DWS RISER
+241.95
SITE PLAN PLUMBING LAYOUT +241.00
PC-DLF-SITE-CO-PL-01 A0 1:300
+241.00
N
26-02-2021
EXIT +241.80 +241.95 DSC DSC
PAGE-18
Construction of Junction part connecting Mlcp and Bldg.-2.
DLF DOWNTOWN D L F, C i t y P h a s e 3 R o a d , Ambience Island, DLF Phase-3, S e c t o r- 2 4 , G u r u g r a m , Haryana-12202.
SITE VISIT
Steel Framing Structure of the Bldg.2.
PAGE-19
D-Wall and Excavation for Blgd.-4 on site.
- Steel Structure, utilized to construct these buildings, is lighter and stronger compare to the R.C.C.
STEEL RIVETING
- The erection of steel work consists of the assembly of steel components into a frame on site.
STEEL RIVETING
- The process involve lifting and placeing components into postion, then connecting them together. - Generally, this is achieved through bolting and sometimes site welding is used. - The assembled frame needs to be aligned before bolting up is completed, and the structure handed over to the principal contractor.
First Floor
- The cost of steel work is more expensive than R.C.C work. - To get rid of the corrosion of the steel column, column are cover with P.C.C mortar help in increasing the duration of the corrosion.
RCC WALL OF MLCP STAIRCASE AND LIFT
Ground Floor
Upper Basment
Lower Basment
PAGE-20
PADERU HOSPITAL
- The Site is located near Paseru Town, on the Paderu Araku Road, in Vishakhapatna district. - Paderu is the most important town in the Manyam area of VIshakhapatnam district. - dŚĞ ƐŝƚĞ ŝƐ ƐůŽƉŝŶŐ ǁŝƚŚ Ă ůĞǀĞů ĚŝīĞƌĞŶĐĞ ŽĨ ĂůŵŽƐƚ ϰϬŵ ŝŶ ŚĞŝŐŚƚ͘ - sĞƌŶĂĐƵůĂƌ ĂƐ ĂŶ ŝĚĞŶƟƚLJ ĞůĞŵĞŶƚ ŝƐ ƵƐĞĚ ĨŽƌ ƌĐŚŝƚĞĐƚƵƌĂů ƉƉƌŽĂĐŚ͘ . The Sloped Khaprail roof in a simple strong form. . The colonnades as a shaded and airy response to climate. ͘ hƐĞ ŽĨ ŶŐŝŶĞĞƌĞĚ ƌŝĐŬ ƟůŝŶŐ ĂŶĚ ^ƚŽŶĞ ĂƐ ĞdžƚĞƌŶĂů ĐůĂĚĚŝŶŐ ŵĂƚĞƌŝĂůƐ ƚŽ ďĞ ŵŽƌĞ ĞĂƌƚŚůLJ ĂŶĚ ůŽĐĂů ĐŽŶƚĞdžƚ͘ . Local stone is used to create a pediment base to the building. PAGE-21
To create a claiming environment that is separate and different from the hectic emergence of the hospital, yet well connected to it.
KEY PLAN 9 1111786 1115 1 14 1 13 1 2 11 11 1 110 109 108 1107 06 105 104 103 10 1002 9 9101 98
112243 112221 112109 111187 111165 143 111 112
- Residential Accomodation 9 92 3
94
95
96
97
111.680
PRIVATE SPACE
(E619522.154, N-233416.4512)
91
(E596883.5911, N-243446.3914)
90
(E682030.1306, N-239092.3351)
(E655940.8581, N-257237.3647)
.
95
.
.
92.805 .
94
92.271 .
(E632026.6201, N-278612.9731)
95.635 92.983 .
(E540536.0546, N-305167.4281)
91.835 .
F.L +97.5 F.G +93
94.389 .
(E535795.7664, N-311484.2829)
89
93
11225 4 12 3 12 2 121
90
(E662264.338, N-254008.0527)
(E555709.4781, N-284947.4946)
112.835 I
I
91 89 88
86
86
102
87 87
98
(E572754.1083, N-367559.033)
115.008 I I
90.377
90
110001 99
(E605892.8325, N-324284.7965)
103
105
(E832732.3579, N-339861.1533)
104
107
108.476 TBM-1
(E498626.7797, N-353517.9344)
88
91.331 .
(E507845.7744, N-341232.8124)
106
(E521168.5417, N-330976.3589)
108
109
92.256 .
F.L +90 S.L +90
SL +90.64
SEMI-PUBLIC SPACE - Medical College
I
91
90
85
FL +91.5 SL +91
- Nursing College - Amenities
91
99
100
120 119 11 8 11 116 7 115 114 1 11123
Zoning Approach: -Layered function along hill for gradient and privacy. -Hospital big blocks on most public access on most flat gradient. -A c a d e m i c b l o c k s o n r o a d s i d e i n separate pocket semi-public. -Highest layer of small residential blocks. -Low rise ground +3-5 floors buildings in keeping with landscape. -Pr o v i s i o n o f p a r k i n g a n d a d e q u a t e recreational/interaction spaces.
- Utilities
F.L +91 S.L +91
101
102
103
104
11 10 1 1 1 0 9 08 07 06
105
121 122 3 12
111
12 12 5 4
The site is distinguishing in the following space zoning: -Private space -Semi-public space -Public space
F.L +92 S.L +92
(E725853.697, N-538197.1059)
F.L +94 S.L +94
-Hospital Complex
86.067 .
F.L +95 S.L +95
97
96
(E708730.4788, N-664626.6681)
(E938711.0794, N-650758.887)
115 114
87 86.604
FL +87.5
(E700958.6114, N-687122.5935)
SL +86.60
F.L +98 S.L +98
97.832 I
(E697601.3734, N-713973.9079)
100
99
110 111 112 113
109
87.960 . 88.203 .
F.L +100 S.L +102
114
7
111 112 113
116
SL +86.65
86
96.702 I
FL +87.25
11
85
PUBLIC SPACE
93
113
104 105 106 107 108 109 0 11 1 11 2 11
4 11 5 116 11 7 11
1111 98
0 12221 1123 124 125 126 127 128 9 11320 13 21 13 133 134 5 13 1367 13
0 114421
139 138
(E953060.0751, N-541289.9829)
89.390 .
F.L +102 S.L +102
(E0, N0)
PAGE-22
MY CONTRIBUTION
SITE PLAN Revision of the levels and road location in the site.
PAGE-23
SECTION/ ELEVATION Made Elevations and cut-out section of the main hospital.
WORKING DRAWING
SKIN SECTION
Created the details and issue tender drawing & GFC of the toilets and stiarcases.
Made the details of the External wall sections.
SITE PLAN
EGL +91
ENTRY
7.2 m
WIDE
The Project is divided into two parts into the big 24 acres residential and academic plot and the smaller 11 acres plot for hospital functions. therefore, public is largely contained in the smaller plot.
ROA
D
FL +85.5 EGL +85
The hospital is in the 11 acre plot along with all ancillary functions like isolation block,canteens, kitchen , laundary., plant room, mortauary, etc.
(E139624.11, N328620.20)
7.2 m W
IDE RO
AD
Hospital, Academic, Staff and hostels- all have their separate entry points. The emergnecy and services are a combined entry exit due to their rare controlled usage. ther is also the lcear cut covered walk way linking the hospital with academic and residential areas.
6mW
IDE R
OAD
7.2 m WIDE
ROAD
(E132411.84, N232827.70)
The buildings area designed in colonial style colonnades and earthly brick tile cladding.The colonnades area to provide shade and ventilated verandahs in the hot humid climate. Also, there are extensive concrete jaalis to add to the vernacular look. Brick tile cladding, white cornices, white plaster badns and white stucco plaster porticosover stone cladding base- all together make a vernacular feel of architecture.
(E135706.35, N173709.31)
DISHA CENTRE
MAIN HOSPITAL
- Infectious Diseases - Tb block. - Dermatalogy, Venereal & Leprasy.
In this building, there are 6 blocks named as: -
STAFF & ATTENDANT DINING/CANTEENS
FL +98.5 EGL +99.5
(E148263.47, N102137.49)
CENTRAL DRUG STORE/ HOSPITAL UTILITY, KITCHEN & LAUNDARY
EGL +100
1. IPD Block-1 and 2 - Dialysis - Nephro/Uro - Ortho - General Surgery - Obstetric & Gynae - Dentistry - General Medicine - Anesthesiology - OTO-RHINO-ENT - Paedetrics - De-addiction & Pshychiatry
2. OPD Block - Ortho - OTO-RHINO-ENT - Dental - Obstetric & Gynae - Paedetrics - General Surgery
4. DIAGNOSTIC Block - Administrations - ICU - Laboratories - Treansfusion Medicine - Imaging& Radiodiagnostics - Physio Therapy
3. ACUTE CARE Block 5. RECEPTION Block - Entry Lobby - Emergency - Registration - Maternity - Waiting Area - Operation Theatre
MARTUARY
FUTURE EXPANSION
ENTRY
(E0.00, N0.00)
PAGE-24
1 635
2
5
4
3 5400
3050
4970
6
7
2275
8
7450
7450
9
10
7450
11 270
6775
13
12 4080
14
2975
17
18 4745
6075
19
20
2195
21
6575
3900
22
23
1995
5530
24 3840
25 3085
26
30
29
4205
31 2750
32 4005
33
34
420
35
6775
36
7450
7450
37 7450
38
39
2275
40
4935
3125
41
42 635
5360
D10
D8
W4
W4
W4
W1
W4
W4
W4
W1
W4
W4
W4
550
9000
W4
D12
D10
D8
D12
D10
D17
D8
D8
D7
D7
D7
D7
W4
W4
W4
W4
W4
D3
W4
D8
D7
D7
D7
W4
D7
D8
D7
D7
D7
D3
D7
D7
D7
W4
4000
W4
FD
FD
D8
D5
630
D4
D8
D7
D7
D7
D7
D3
GL3
D7
4000
D8
630
500
D17
D12
D14
1800
D12
2000
4000
D10
D12
SECTION -1 HOSPITAL|SCALE 1:500
640
550
W4
W1
D8
D8
D5
W4
D1
W4
W3
W1
W4 D8
D8
W4
W4
W4
W1
W3
W1
W4 D8
D8
W4
W1
W4 W4
W4
W1
W4
W1
W3
W1
W4 D8
W4
W4
V1 W4
W1
W1
W4
W4
W4
W4
W4
W2 W4
W1
W4
W3
W1
D8
W4 D8
W4
500
12700
4000
16200 4000
W4
W1
W1
W4
24200
4200
20700
W2 W4
W4
5000
W1
W4
2000
D5
W3
W4
W1
550
2000 1050
9000
3000
4000
550
1050 2000
1000
4000
550
1800
2000
4000
SECTION - 2 HOSPITAL|SCALE 1:500
W4 D8
D7
W1
W4
W4
W3
D12
D4
4000
W4
D12
W1
W3
W1
W4 D8
2000
9000
9000
2000
2000
5180
A16
2000
A15
1050860 2265
3010
A14
A13
A11
2920
A12
A9
3425
A10
1165
2665
A8
1395
A7
3125
A6
550
2525
A5
5300
A4
5470
A3
A2
5360
A1
4200
D10
4415
D9
6810
D8
4050
D7
3500
D6
D5
2750
D4
D3
D2
D1 5050
PAGE-25
550
D10
W1
9000
D7
2000
550
3000
9000
5000
9000
2000
2000 16200
12700
4000
24200
20700
4200
4000
550
2000
4000
2000
6260
1 635
2
5
4
3 5400
3050
4970
6
7
2275
8
7450
9
7450
7450
10
11 270
6775
13
12 4080
14
2975
17
18 4745
6075
19
20
2195
21
6575
3900
22
23
1995
24
5530
25
3840
26
3085
30
29
4205
6260
550
9000
9000
4000
300 FD2
D8
D3
D8
D8
D7
D8
W4
W4
W4
D3
D8
D7
D8
24200
D3
D8
D8
D8
D12
W1
D8
D3
D8
D8
PASSAGE D7
D12
D8
W2
D14
W4
W4
W4
W4
D8
BIOCHEMISTRY LAB
D14
PASSAGE
STORE
D3
D8
D8
D8
PASSAGE
FACULTY D6
D6
D15
W1
D8
D8
W3
D8
V1
D6
W3
D8
WASH AREA
FFL + 100.0
V1
D6
W3
D8
FFL + 96.0
V1
D6
W3
D8
W3
D8
FD
W1
4000
2000
D3
D8
D7
FFL + 92.0 D8
V1
D6
PROCEDURE ROOM
FD
TOI.
D14
W2
FD2
W3
W1
D7
W4
FFL + 104.1 D12
PREP ROOM
W1
4000 500
D8
FFL + 108.2
TOILET
W2
D12
W1
W2
FD2
FD
42 635
D2
FD
FFL + 96.0
D5
41 5360
W1
D7
D8
W4
FD
40 3125
PASSAGE
FFL + 100.0
D5
39 4935
D2
W4
D14
W2
FD2
FD
38 2275
W1
D7
W4
16200
12700
4000
D8
V1
D6
TOILET FD
I.C.U
D5
37 7450
W1
W2
FD2
FD
36 7450
W4 D12
FFL + 104.1
20700
4200
300
2450 450 2450
W1
4000
D8
W4
D5
35 7450
FFL + 108.2 FD2
FD
34 6775
15 2825
D14
W2
W4
D5
33
420
W2
W4
4000
15a 2860
2000
2000
2000
16
FD
32 4005
550
D5
31 2750
D7
D8
D14
D7
D8
D14
FFL + 92.0
TOI. D8
V1
D6
D15
W2
W4
FFL + 88.0 D5
FD
FD2
D8
D3
D8
D8
SECTION -3 HOSPITAL|SCALE 1:500
7600
D4
D3
3700
D5
3945
6655
D6
B1
D7
B3
7520
4150
5150
B4
5935
3680
B5
1985
B7
B6
3145
660
2575
A17
B9
B8
1770
06
5270
9000
W4
W1
W1
W4
W4
W1
W4
W4
W1
W4
W4
W1
W4
14410
550
W1
05
8205
9000
2000
2000
550
4000
B2
2000
D2
D1
9000
D8
4000
550
D12
W4
W2
W2
W4
W4
W2
W1
W2
W2
W4
W4
W1
W2
W4
W4
W1
D4
D4
D4
D2
D15
D2
W4
4000
W1
D7
D7
D7
FD3
D4
D4
4000
D7
225
2000
D7
D7
4000
500
250
W1
W4
D6
W4
4000
W4
D6
W4
500
W4
W4
16200
12700
4000
D12
D12
24200
4200
20700
W1
SECTION - 4 HOSPITAL|SCALE 1:500
PAGE-26
1a
1b
2a
2b
2c
3a
3b
3c
4a
4b
5a
6a
7a
7b
8a
9a 10a
10b
11a
11b
12a
13a
13b
14a
14b
15a
15b
15c
16
15d
16a
16b
17a
17b
17c
17d
18a
18b
18c
18d
18e
18f
19a
19b
2270
3620
535
3085
570
3620
3050
1775
1720
1380
430 1540 1015
2365
635
2465
1155
3670
1265
2305
1155
2465
780
2840
670
2965
400
3655
3010
2005
1725
2630
1400
3435
3730
1125
2605
1140
3090
1210
2820
20a 20b 20c
20d
20e
20f 20g
21a
21b
21c
22a
23a
24a
24b
24c
25a
26a
26b
26c
27a
27b
28a
29a 29b 29c
30a
30b
31a 31b 32a
620
4430
2400
33a 33b
63205
1210
4230
1270
2470
920
2800
5320
2150
3800
2940
1335
2595
400
3530
2675
450
3530
1425
2105
1305
1375 850
370 1930
1225
2630
900
95
34a
34b
34c 34d 35a
855 2580
2250
1280
2595
930
36a
115 1885
1530
36b
36c
3530
37a
1325
37b
2205
37c
3530
38a
39a
1705
5225
4000
2000
2410 600
1400
19c
58530
61210
3400
W4
W4
W4
V1
V1
W4
W4
W4
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
V1
V1
V1
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
4000
W2 W4
V1
V1
W4
W2
W4
W4
W4
W4
W4
W4
W4
W2
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
500
ELEVATION A (FRONT) HOSPITAL|SCALE 1:500
A16
A15
A14a
2800
A14 2315
A13 A12a A12 A11 A10 2115
660 1555
835 1075
A9a 2470
A9 630
2865
A8
A7
37560
3200
A6
1295
A5 2685
A4
1480
A3a
1425
1635
A3
A2 2620
A1 5255
D10 2930
925
D9a
D9 D8b D8a 4530
565 1505
D8
D7
3230
4275
W4
W4
W4
W4
W4
D6
D5
4450
6775
50340
D4a 2445
D4
1605
D3a 2045
1455
D3
D2 2750
D1 5050
D1b 3435
D1a 5300
4000
W4
4000
2000
2410 600
645
W4
V1
V1
W4
W4
W4
W4
V1
V1
V1
V1
20700
4200
D7
V1
W4
W4
W4
W4
W4
W4
W4
W4
V1
V1
V1
V1
V1
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
12700
4000
24200
W4
V1
4000
16200
W4
W4
V1
500
LVL + 93.50
4000
LVL + 92.25 W4
V1
V1
V1
W4
LVL + 89.70
LVL + 90.00
4000
LVL + 89.50
W4
IRL + 85.50
V1
LVL + 85.80
ELEVATION B (LEFT) HOSPITAL|SCALE 1:500
PE 1:10)
RAMP (SLO
W2 W4
FL + 94.00
PAGE-27
W4
12700
4000
20700
4200
4000
V1
FL + 95.00
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27a
58930 710
3125
4900
2290
7450
27
26
25
24
23
22
5650
7450
7450
305
6760
4040
2900
6225
4425
2825
21
20
19
18
17
16
15a
36070 2825
4435
4205
3085
3840
5530
1995
15
14
13
12
11
10
9
8
5650 3900
6595
2175
4745
4425
2825
7
6
5
4
3
2
1
58855 2825
4510
6075
2975
270
4080
6775
7450
7450
7450
2275
4970
3050
635
5400
4200
4000
4000
2000
2410 600
5325
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
V1
V1
W4
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
W4
W3
W4
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W4
W3
W4
W4
W4
W4
W3
W4
W4
W4
W3
W4
W4
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
V1
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
V1
V1
V1
V1
V1
V1
W4
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
W4
W4
W4
W4
W4
1000
4000
500
4000
4000
24200
W2
4000
FL + 89.50
W4
ELEVATION C (REAR) HOSPITAL|SCALE 1:500
F1
F1a
F1b
F1c
F1d F1e
F1g
F2
F3
F3a
F3b
58115 3435
2900
1710
1065
3580
2920
6500
4500
F4
F4a
F5
F6
F7
F8
F9
F10
C1
C1a C2
C3
C3a
C4
C5
C6
C7
750
805 3125
1450
7025
3050
2050
3175
1480
4045
3040
4425
2700
C8
C9
37560 1625
1425
1320
1240
2935
3315
C9a
C10 C11 C12
C13
C14
C14a
C15
825
765 2655
2400
1085
2225
2190
2240
2800
C16 645
4000
2000
2410 600
5300
4000
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
V1
V1
V1
V1
V1
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
V1
W4
W4
W4
W4
W4
W4
W4
W4
W4
W4
V1
V1
V1
W4
W4
W4
V1
W4
4000
16200
12700
4000
24200
20700
4200
W4
V1
V1
W4
4000
500
FL + 95
W4
W4
W4
V1
W4
FL + 89.5 FL + 89.00
FL + 89.15
7.2 M WIDE ROAD
ELEVATION B (RIGHT) HOSPITAL|SCALE 1:500
PAGE-28
NOTES 15
15
17
500
500
ȭ
950
300
300
9 EQUAL TILES
3350
9 EQUAL TILES
RCC
1580
1850
925
1200
185
WATER PROOFING AS/SPECS
BAL
450
5 EQUAL TILES 450
FINISH FLOOR LEVEL
9 EQUAL TILES
BAL
1200
URINAL AS/SPECS.
16 EQUAL TILES 4860
ȭ
EQ.
START TILE
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
1350
ȭ
2545
7 EQUAL TILES
305
3350 9 EQUAL TILES
2100
950
12 MM DROP
FLOOR BEAM AS/STRUCTURE
300
300
630
EQ.
8 EQUAL TILES
BAL
BAL
5 EQUAL TILES
ȭ
325 EQ 325 EQ
ȭ
START TILE
VITRIFIED TILES 300X300MM
4000
ȭ
325 EQ
ȭ
325 EQ
ȭ EQ 325
ȭ ȭ
EQ 325
300 300
ȭ
ȭ
325 EQ
95
1580
12MM DROP
BAL
325
ȭ
250
65
2460
SECTION 1-1' COMMON TOILET
04
ȭ250
300 2660
250
250
300
200
210 12MM DROP
65
2460
2660
1400
4 EQUAL TILES
300
1380
800 12MM DROP
ȭ
1250
300
8 EQUAL TILES
ȭ
EQ 325
ȭ
ȭ 1825 2250
1350
1580
ȭ250
ȭ
325 EQ
1250
3630
12MM DROP
325
200
START TILE
ȭ EQ.
ȭ EQ.
200
1380
800
4 EQUAL TILES
12 MM DROP
950 EQ. 925
7040
925 2545
ȭ
1850
ȭ
ȭ
4860
EQ.
EQ. 1825
7040
925 EQ.
630
1400
615
1350
200
11 EQUAL TILES
BAL
KEY PLAN:
2930
1305
1350
2250 630
1250
12 MM DROP
ȭ
6 EQAL TILES 3925
1580
13 EQUAL TILES
BAL
1550 3630
1250
ȭ
810
2000
6 EQUAL TILES
ȭ EQ.
950
1250
EQ 325
950
EQ.
ȭ
950
2100
START TILE
1400
START TILE
3530
470
3925
1250
12 MM DROP
ȭ
12 MM DROP
ȭ
12 MM DROP
ȭ
325 EQ
950
ȭ
325 EQ
ȭ
200
EQ 325
ȭ
200
12 MM DROP
1550
630
START TILE
ȭ 1250
EQ 325
ȭ
1400
C2 500X700
100
EQ.
C2 500X700
325 EQ
ȭ 325 EQ
1250
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
FLOOR BEAM AS/STRUCTURE
A16
ȭ
ȭ ȭ
EQ 325
ȭ
950
EQ.
EQ 325
ȭ
1400
2000
810
C2 500X700
ȭ
1400
12 MM DROP
WATER PROOFING AS/SPECS
6930
BAL
C2 500X700
FINISH FLOOR LEVEL
17
6930
A16
17
9 EQUAL TILES
15
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
17
15
12 MM DROP
2130
B8
7 EQUAL TILES 2130
12 MM DROP
C1 700X700
C1 700X700
B8
FINISH FLOOR LEVEL
START TILE
C1 700X700
C1 700X700
WATER PROOFING AS/SPECS
1580
FLOORING LAYOUT PLAN 02 COMMON TOILET
FIXTURE LAYOUT PLAN 01 COMMON TOILET
BAL
1350
1380
4 EQUAL TILES
4 EQUAL TILES
5 EQUAL TILES
FLOOR BEAM AS/STRUCTURE
WATER PROOFING AS/SPECS
2240
7 EQUAL TILES
BAL BAL
BAL
VITRIFIED TILES 300X300MM
6930
GRANITE COUNTER TOP
C2 500X700
C2 500X700
FINISH FLOOR LEVEL 975 EQ.
EQ.
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
FLOOR BEAM AS/STRUCTURE
1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS 450
CLIENTS: ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION
EQ.
890
2030
2015 EQ.
1845
EQ.
05
ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS:
SECTION 2-2' COMMON TOILET
ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050
EQ.
BAL.
7040
EQ.
STRUCTURAL CONSULTANTS : TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA
1350
1250 EQ.
STRUCTURAL CONSULTANTS :
B8
EQ.
STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
A16
B8
A16
MEP CONSULTANTS AND QS : CONCEPT MEP SOLUTIONS 2ND FLOOR, TRADE FAIR OFFICE, HITEX EXHIBITION CENTER, IZZAT NAGAR, HYDERABAD- 500 084
EQ.
EQ.
EQ.
EQ.
DESCRIPTION
REVISION
EQ.
600
450
600
DATE
GRANITE COUNTER TOP
WASH BASIN AS/SPECS.
450
450 EQ.
WASH BASIN AS/SPECS.
ISSUES
MIRROR AS/SPECS. 565
600
975
600
565
800
A16
300
800
MIRROR AS/SPECS.
300
17
3350 9 EQUAL TILES
3350 9 EQUAL TILES
15
300
4000
300
FINISH FLOOR LEVEL
FINISH FLOOR LEVEL
LANDSCAPE CONSULTANTS : SATISH KHANNA ASSOCIATES, NEW DELHI
FLOOR BEAM AS/STRUCTURE
WATER PROOFING AS/SPECS
2 EQ.
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
885
1850
2075
500
3850
EQ.
CILL 2 EQUAL TILES BAL
6 EQUAL TILES
7 EQUAL TILES
9 EQUAL TILES
MIRROR AS/SPECS. GRANITE COUNTER TOP
GRANITE COUNTER TOP 1100
800
FINISH FLOOR LEVEL
450
MIRROR AS/SPECS.
1100
450
EQ.
925
3350
Job Title
EQ.
9 EQUAL TILES
3350
ȭ
800
450
ȭ
VITRIFIED TILES 300X300MM
1100
800
800
FINISH FLOOR LEVEL
1100
1200
9 EQUAL TILES
ROOF CEILING LAYOUT PLAN COMMON TOILET
EQ.
925
Client's Signature
Architect's Signature
BAL
4000
EQ.
9 EQUAL TILES
C1 700X700
03
CILL
6 EQUAL TILES
BAL
VITRIFIED TILES 300X300MM
3350
C1 700X700
6 EQUAL TILES
BAL
4000
B8
8 EQUAL TILES
FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085
500
2610
EQ.
EQ.
FLOOR BEAM AS/STRUCTURE
WATER PROOFING AS/SPECS
GOVT. MEDICAL COLLEGE AT PADERU OF VISAKHAPATNAM DISTRICT, ANDHRA PRADESH
HOSPITAL Drawing Title
TOILET DETAILS (T-05 & T-06) Document Release Type
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
FLOOR BEAM AS/STRUCTURE
WATER PROOFING AS/SPECS
FLOOR BEAM AS/STRUCTURE
TENDER DRAWINGS Job No. Scale
2020/09 1:30 17/09/2020
06
PAGE-29
SECTION 3-3' COMMON TOILET
07
SECTION 4-4' COMMON TOILET
NORTH
Drawn by Manpreet Singh Bawa Checked by Prateek Bhatnagar AUTHORITY:
Drawing No.
A-GMCP-HP- 4014 Revision No.
R0
NOTES 7A
7A
11A
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
11A
8700
FINISH FLOOR LEVEL WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS FLOOR BEAM AS/STRUCTURE
600
12 MM DROP
12 MM DROP
KEY PLAN:
12 MM DROP
12 MM DROP
EQ.
3350
450
450
325 EQ
ȭ
735
START TILE
1500
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS FLOOR BEAM AS/STRUCTURE
EQ.
1000
325 EQ
ȭ
START TILE
12 MM DROP
ȭ
ȭ
12 MM DROP
ȭ 325 EQ
ȭ EQ 325
ȭ EQ 325
1000
ȭ EQ.
EQ.
810
1000
FINISH FLOOR LEVEL
ȭ C1 600X700
1500
C1 600X700
D1
3350
9 EQUAL TILES 615
EQ.
VITRIFIED TILES 300X300MM
995
ȭ
EQ 325
ȭ 735
12 MM DROP
1500
1500
615
BAL
ȭ
12 MM DROP
EQ 325
ȭ
1000
ȭ
325 EQ
ȭ
4190
150
4190
ȭ 735
1710
995
ȭ
ȭ 9 EQUAL TILES
ȭ
4790
150
2150
ȭ
150
515
4 EQUAL TILES
2150
995
12 MM DROP
1300
BAL
5 EQUAL TILES
BAL
1 EQUAL TILE
EQ.
1315
1750
100
4 EQUAL TILES
BAL
2150
450
1450
4 EQUAL TILES
BAL
9 EQUAL TILES
450
1300
1 EQUAL TILE
4000
325
BAL
1440
1025
2040
ȭ
EQ.
ȭ
ȭ
810
ȭ
460 325
1500 EQ.
550
565
ȭ
1140
EQ.
ȭ
810
ȭ
EQ.
04
SECTION 1-1' COMMON TOILET
FIXTURE LAYOUT PLAN 01 COMMON TOILET
11A 7A
7A
11A
FINISH FLOOR LEVEL
8700
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
3350
1800 9 EQUAL TILES
9 EQUAL TILES
1200
450
450
1200
3 EQUAL TILES
50 3 EQUAL TILES
START TILE
START TILE
START TILE
565
6 EQUAL TILES
DATE
START TILE
DESCRIPTION
REVISION
GRANITE COUNTER TOP
WASH BASIN AS/SPECS.
BAL
BAL
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS FLOOR BEAM AS/STRUCTURE 1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS
BAL
1500
START TILE
ISSUES MIRROR AS/SPECS.
1400
EQ.
3 EQUAL TILES 1000
12 MM DROP
ȭ
1500
4 EQUAL TILES
BAL
1800 7 EQUAL TILES
BAL
C1 600X700
CLIENTS: ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION
SECTION 2-2' COMMON TOILET
05
02
9 EQUAL TILES
3350
BAL
WASH BASIN AS/SPECS.
FINISH FLOOR LEVEL
800
EQ. 735
7 EQUAL TILES
1400
615
ȭ BAL
START TILE
565
GRANITE COUNTER TOP
BAL
BAL
4000
4 EQUAL TILES
1440
START TILE
4190
13 EQUAL TILES
BAL
MIRROR AS/SPECS.
12 MM DROP
C1 600X700
D1
VITRIFIED TILES 300X300MM 4 EQUAL TILES
ȭ 325 EQ 325 EQ
ȭ
EQ 325
ȭ ȭ
BAL
START TILE
EQ 325
ȭ
BAL 3 EQUAL TILES 1000
ȭ EQ.
12 MM DROP
615
12 MM DROP
ȭ
ȭ
EQ 325
ȭ 735
1500
1500
2000
800
BAL
1990
4 EQUAL TILES BAL
ȭ
EQ 325
BAL
1450
ȭ
6 EQUAL TILES
450
1000
2040
ȭ
150
1450
BAL 2 EQUAL TILES 90
BAL
ȭ
12 MM DROP
START TILE
450
1400
565
BAL
150 150
4 EQUAL TILES
3 EQUAL TILES 1000
325
2300 4 EQUAL TILES
6 EQUAL TILES
460 325
12 MM DROP
EQ.
BAL BAL
4190
13 EQUAL TILES
EQ.
ȭ 735
ȭ
4790
ȭ
810
325 325 EQ EQ 3 EQUAL TILES
6 EQUAL TILES
1025
BAL
ȭ
BAL
1750
1585 EQ.
START TILE
5 EQUAL TILES
BAL
EQ.
ȭ
ȭ
9 EQUAL TILES
ȭ
100
810
ȭ
12 MM DROP
600
START TILE
12 MM DROP
EQ.
ȭ
1140 3 EQUAL TILES
START TILE
12 MM DROP
ȭ
START TILE
500
500
FLOOR BEAM AS/STRUCTURE 1400
ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS: ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050
FLOORING LAYOUT PLAN COMMON TOILET
STRUCTURAL CONSULTANTS : TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA
7A
11A
STRUCTURAL CONSULTANTS :
D1
D1
STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
MEP CONSULTANTS AND QS : CONCEPT MEP SOLUTIONS 2ND FLOOR, TRADE FAIR OFFICE, HITEX EXHIBITION CENTER, IZZAT NAGAR, HYDERABAD- 500 084
8700
LANDSCAPE CONSULTANTS :
FINISH FLOOR LEVEL
FINISH FLOOR LEVEL
SATISH KHANNA ASSOCIATES, NEW DELHI
WATER PROOFING AS/SPECS
WATER PROOFING AS/SPECS
FLOOR BEAM AS/STRUCTURE 2950
650
9 EQUAL TILES
BAL
1200
450
1200 700
FINISH FLOOR LEVEL
START TILE
WASH BASIN AS/SPECS.
TOILET DETAILS (T-07 & T-08)
Document Release Type
TENDER DRAWINGS
WATER PROOFING AS/SPECS
Job No. FLOOR BEAM AS/STRUCTURE
FLOOR BEAM AS/STRUCTURE
C1 600X700
ROOF CEILING LAYOUT PLAN COMMON TOILET
HOSPITAL Drawing Title
RCC SILL
WATER PROOFING AS/SPECS 525
475
475
1050
2 EQ. EQ.
C1 600X700
GRANITE COUNTER TOP 1100
START TILE
MIRROR AS/SPECS.
Job Title
GOVT. MEDICAL COLLEGE AT PADERU OF VISAKHAPATNAM DISTRICT, ANDHRA PRADESH
950
Scale
2020/09
SECTION 4-4' 07 COMMON TOILET
NORTH
1:30 17/09/2020
SECTION 3-3' 06 COMMON TOILET 03
4 EQUAL TILES
EQ.
735
800
725
BAL
735
1100
725
3 EQUAL TILES
800
D1
EQ.
START TILE
BAL
VITRIFIED TILES 300X300MM EQ.
1100
EQ.
FINISH FLOOR LEVEL
BAL 4 EQUAL TILES
3 EQUAL TILES
950
BAL
VITRIFIED TILES 300X300MM
450
725
Client's Signature
Architect's Signature 9 EQUAL TILES
4 EQUAL TILES
695
1050 475
725
9 EQUAL TILES
EQ. 475
4790
260 650
LINTEL
1990 6 EQUAL TILES
BAL
4000
875
2 EQ.
EQ.
875
950
950
495
EQ.
1050
995
2 EQ.
2 EQ.
CILL
1230
9 EQUAL TILES
650
3350
875
4000
EQ.
525
725
495
EQ.
EQ.
EQ.
EQ.
545
FLOOR BEAM AS/STRUCTURE 275
FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085
Drawn by Manpreet Singh Bawa Checked by Prateek Bhatnagar AUTHORITY:
Drawing No.
A-GMCP-HP- 4015 Revision No.
R0
PAGE-30
25
27
FFL. +90.00
D9
225 01
108
D9
925
2670
2300
2400
(2 EQ. TREADS)
(2 EQ. TREADS)
600
600
5300 225
2400
01
LANDING
925
FD
(2 EQ. TREADS)
600
(2 EQ. TREADS)
2000
141
137 126 128
130
132
2700
134
136
915
2700
01
FD
LANDING FFL. +110.20
1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS
CLIENTS:
ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION
(9 EQ. TREADS)
D9
DESCRIPTION
REVISION
2670
2300
2400
143
FFL. +106.20
(10 EQ. TREADS)
THIRD FLOOR
118
139
2300
01
120
124
2150
106
122
915
DATE
225
2400
104
3000
ISSUES
2300
(10 EQ. TREADS)
600
110 98 102
2400
5300
112
100
W4 7700 3000
2000
114
(2 EQ. TREADS)
116
600
(2 EQ. TREADS)
600
5300
90
96
15a 5305
2000
2150
2000
2300
2300
92
D9a
2670
2300
(10 EQ. TREADS)
FFL. +106.20
(10 EQ. TREADS)
D9
01
FD
LANDING
FFL. +98.00
2300
01
14a
225
4530
2400
225
2150
108
2300
2400
106
2400
2000
104
3000
2400
102
LANDING
3460
D10
2300
100
4530
600
110 98
2300
225
94
915
13a
W4
2400
2670
112
01
FD
FIRST FLOOR
15a
7700 3000
2000
114
(2 EQ. TREADS)
116
D9a
925
225
2300 (2 EQ. TREADS)
600
5300
90
2700
(9 EQ. TREADS)
5305
225
225 2400
925 4530
92
54
02
94 96
52
915
02
2300
(10 EQ. TREADS)
01
14a 3460
D10
7700 3000
2400
50
2700
D9
02
D9a
13a
5305
W4
225
48
02
15a
02
D10
55 44 46
KEY PLAN:
2000
59
GROUND FLOOR
02
14a 3460
61
FFL. +94.00
LOWER GROUND FLOOR
13a
FD
(9 EQ. TREADS)
D9
36
57
2300
01
38
42
LANDING
2000
LANDING (7 EQ. TREADS)
915
2700
225
2150
23
2700
2300
(10 EQ. TREADS)
40
(2 EQ. TREADS)
(2 EQ. TREADS)
600
21
2400
2400
FD
2670
2300
2400 600
5300
28 17 19
225
2000
32 30
2300
01
34
W4 7700 3000
2000
01
9
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
15a 5305
2300
2000
3300
11
D9a
4530
27
13 15
2150
25
225
2400
23
2100
2300
(10 EQ. TREADS)
915
2150
21
2400
2300
1
19
600
3
14a 3460
D10
7700 3000
2000
5
13a
W4
225
4530
7
(2 EQ. TREADS)
9
D9a
2670
2300 11
2350
2150
225
2400
900
5300
(3 EQ. TREADS)
4530
13
17
2300
FD
2050
(12 EQ. TREADS)
15
01
D10
925
2350
15a 5305
225
225 225
14a 3460
W4 7700 3300
2055
D9a
925
D10
13a
5305
02
15a
3460
02
14a
02
13a
ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS:
THIRD FLOOR
ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050
FOURTH FLOOR
STRUCTURAL CONSULTANTS : TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA
STRUCTURAL CONSULTANTS :
02
3460
FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085
225
W4
LOWER GROUND TO GROUND FLOOR
4000
2000
148.15
300
27
GROUND FLOOR TO FIRST FLOOR
4000
2000
148.15
300
27
FIRST FLOOR TO SECOND FLOOR
4000
2000
148.15
300
27
4200
2000
150
300
28
2400
148.15
300
27
148.21
300
28
Job Title
SECTION X
SECTION Y
MS SIDE FIXED RAILING: ELEVATION SCALE-1:20
Building Name
2670
SCALE-1:20
151
X
2400
7700 3000 (10 EQ. TREADS)
FD
01
Y
2400 LANDING FFL. +114.35
300
D9
ROUGH LINE (STRUCTURAL LINE) CONSIDER THIS LINE TO CAST RCC STEPS
02
MS HANDRAIL: ELEVATION SCALE-1:20
MS SIDE FIXED RAILING: ELEVATION SCALE-1:20
Date
2020/025 1:50 21-05-2021
Drawn by FINISH LINE
TYP. DENOTATION OF STEP IN PLAN SCALE-1:10
GOOD FOR CONSTRUCTION Job No. Scale
50
TERRACE FLOOR
PAGE-31
STAIRCASE DETAIL ST - 06 Document Release Type
300
163
50
161
H-01
50
159
3000
300
153 157
Legend
TEACHING HOSPITAL Drawing Title
50
2300
RAILING SIDE FIX
915
155
GOVERNMENT MEDICAL COLLEGE AT PADERU, VISAKHAPATNAM DISTRICT, ANDHRA PRADESH
145
2150
2300
147
2400
(2 EQ. TREADS)
600
5300
2000 2000
SCALE-1:20
2300
4530
4000 4000
Client's Signature
Architect's Signature
225
(10 EQ. TREADS)
149
01
THIRD FLOOR TO FOURTH FLOOR FOURTH FLOOR TO TERRACE FLOOR
QS CONSULTANTS : NAYABHARAT BUILDTECH SERVICES 7-1-376/450, NEW SANTOSH NAGAR COLONY SANTOSH NAGAR, HYDERABAD - 500 059
300
225
SATISH KHANNA ASSOCIATES, NEW DELHI
5305
2400
925
D9a
LANDSCAPE CONSULTANTS :
X
SECOND FLOOR TO THIRD FLOOR
D10
MEP CONSULTANTS : RK PROJECT CONSULTANTS BHAVANI AVENUE KAVADIGUDA SBI COLONY, SECUNDERABAD- 500 020
15a
02
14a
02
02
13a
STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
Manpreet Singh
Checked by
Prateek Bhatnagar
AUTHORITY:
NORTH
Drawing No.
PAD-H01-ARC-GFC-402
15a
D10 D9a
150
100
100
200 200
5,6(56 # 00 139
137
5,6(56 # 00
W4
WALL IN ELEVATION
122 120
WALL IN ELEVATION
116 114
))/ 726
118
5,6(56 # 00
5,6(56 # 00
112 110
135 100
133
128
5,6(56 ))/ # 00726
100
137
100
27 EQ. RISERS OF 148 MM EACH
27 EQ. RISERS OF 148 MM EACH
100 100 100 100
132 130
FD
))/ 726
100 100 100 100
136
5,6(56 # 00 5,6(56 # 00
134
100
950
))/ 726
5,6(56 # 00
5,6(56 # 00
950
141 5,6(56 # 00
143
Column / beam as/struc.
WALL IN ELEVATION
150
28 EQ. RISERS OF 148 MM EACH
W4
WALL IN ELEVATION
145
126
))/ 726
5,6(56 # 00
150
28 EQ. RISERS OF 148 MM EACH
147
100
WALL IN ELEVATION
FD
159 157 155
5,6(56 ))/ # 00726
149
100
161
153
))/ 726
163
Column line in elevation
KEY PLAN:
300
5,6(56 # 00
WALL IN ELEVATION
300
200
WALL IN ELEVATION
W4
150
))/ 726
200
300 300
200
300
300
100 100
300
200
200
150
200
100 100
200
100
5,6(56 # 00
5,6(56 # 00 5,6(56 # 00
126
5,6(56 # 00
FD
112
))/ 726
110
96 94 92
WALL IN ELEVATION
90 88
))/ 726
5,6(56 # 00
5,6(56 # 00
82
81
59
))/ 726
5,6(56 # 00
5,6(56 # 00
32
))/ 726
5,6(56 # 00
30 28
27
34 5,6(56 # 00
36
WALL IN ELEVATION
))/ 726
200
150 65
225
WALL IN ELEVATION
W4
15 13 11
7 5
))/ 726
))/ 726
9
5,6(56 # 00
3 1
))/ 726
54
WALL IN ELEVATION 5,6(56 # 00
5,6(56 # 00
5,6(56 # 00
48 46
44
42
))/ 726
28 26
5,6(56 # 00
17
21
GOVERNMENT MEDICAL COLLEGE AT PADERU, VISAKHAPATNAM DISTRICT, ANDHRA PRADESH
1
/9/ 602 75
75
Building Name
FD 3
))/ 726
600
Client's Signature
Architect's Signature
Job Title
19
5,6(56 # 00
8
QS CONSULTANTS : NAYABHARAT BUILDTECH SERVICES 7-1-376/450, NEW SANTOSH NAGAR COLONY SANTOSH NAGAR, HYDERABAD - 500 059
23
15
LANDSCAPE CONSULTANTS : FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085
FD
5,6(56 # 00
STRUCTURAL CONSULTANTS :
MEP CONSULTANTS : RK PROJECT CONSULTANTS BHAVANI AVENUE KAVADIGUDA SBI COLONY, SECUNDERABAD- 500 020 SATISH KHANNA ASSOCIATES, NEW DELHI
5,6(56 # 00
5,6(56 # 00
STRUCTURAL CONSULTANTS : TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
51
30
602
ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050
35
5,6(56 # 00
ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS:
FD
27 EQ. RISERS OF 148 MM EACH
21
5,6(56 ))/ # 00 726
ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION
73
5,6(56 # 00
WALL IN ELEVATION
23
75
69
25
Column line in elevation
CLIENTS:
61
27 EQ. RISERS OF 148 MM EACH
WALL IN ELEVATION
38
27 EQ. RISERS OF 148 MM EACH
5,6(56 # 00
1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS
78
71
55
40
/9/
5,6(56 # 00
5,6(56 # 00
))/ 726
81
57
5,6(56 # 00
W4
WALL IN ELEVATION
))/ 726
200
27 EQ. RISERS OF 148 MM EACH
57 55
46
))/ 726
WALL IN ELEVATION
52
225
19
FD
50
27 EQ. RISERS OF 148 MM EACH
63 61
WALL IN ELEVATION
48 5,6(56 # 00
WALL IN ELEVATION
65
54
44
5,6(56 # 00
82
W4
98
84
5,6(56 # 00
150 65
100
96
))/ 726
27 EQ. RISERS OF 148 MM EACH
75 73
DESCRIPTION
REVISION
102
88
67
Column / beam as/struc.
5,6(56 # 00
5,6(56 # 00
5,6(56 # 00
ISSUES DATE
105
WALL IN ELEVATION
77
5,6(56 ))/ # 00 726
79
Column line in elevation 71
84
28 EQ. RISERS OF 150 MM EACH
WALL IN ELEVATION
W4
5,6(56 # 00
28 EQ. RISERS OF 150 MM EACH
102 100
))/ 726
109 107
104
5,6(56 ))/ # 00 726
128
124
108
130
116
106
98
D9
300
300
14a
100 100
13a
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
Legend
TEACHING HOSPITAL ))/ 726
H-01
Drawing Title
600
STAIRCASE DETAIL ST - 06 Document Release Type
GOOD FOR CONSTRUCTION Job No. Scale Date
SECTION- 1
SECTION- 2
2020/025 1:50 21-05-2021
Drawn by
Manpreet Singh
NORTH
Drawing No.
PAD-H01-ARC-GFC-402A
Checked by
Prateek Bhatnagar
AUTHORITY:
PAGE-32
38a
39a
600
2150
FD
(11 EQ. TREADS)
2050
DATE
39a
1050
200
4925
1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS
225 65
CLIENTS:
525
ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION
6700
6700
525
ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS:
(11 EQ. TREADS)
3300
102 104
MUMMTY
(2 EQ. TREADS)
F4
2575 LANDING FFL. +106.35
300
2050
(1 EQ. TREADS)
STRUCTURAL CONSULTANTS : TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA
STRUCTURAL CONSULTANTS : STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
1400
MEP CONSULTANTS : RK PROJECT CONSULTANTS BHAVANI AVENUE KAVADIGUDA SBI COLONY, SECUNDERABAD- 500 020
01
LANDSCAPE CONSULTANTS :
01
01
SATISH KHANNA ASSOCIATES, NEW DELHI
FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085
1800
1800
4925
W4
108
01
2000
01
2000
2050
01
106 110
2000
W4
81
1400
79 82
ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050
10970
8440
100
7350
7350
77
(11 EQ. TREADS)
3300
75
QS CONSULTANTS : NAYABHARAT BUILDTECH SERVICES 7-1-376/450, NEW SANTOSH NAGAR COLONY SANTOSH NAGAR, HYDERABAD - 500 059
F4
FD
FD
2150
W4
DESCRIPTION
REVISION
F5
1050
1050
1050
2000
ISSUES
02
38a
98
86
2150
7350
3300
FIRST FLOOR
84
F4
W4
96
88
FFL. +102.00
FD
5225
3250
225
225 65
01
02
200
2275
73
3300
2150
(2 EQ. TREADS)
02
600
LANDING
4925
FFL. +98.00
39a
1575
90 (11 EQ. TREADS)
LANDING
02
02
3125 (2 EQ. TREADS)
92
8440
01
F4
D11
F5
94
01
5225
D11
2050
W4
54
W4
38a
5225
225
52 55
GROUND FLOOR
39a
1575
6700
6700
2050
(2 EQ. TREADS)
02
38a
1050
1050
W4
LOWER GROUND FLOOR
F5
48 50
4925
FFL. +94.00
61 59 57
23
25
46
1400
27
71
63
1800
2275
LANDING
F4
FD
8440
21
525
8440
2150
30
KEY PLAN:
225 65
2000
(2 EQ. TREADS)
F4
19
01
5050
FFL. +90.00
17
32
28
01
LANDING
34
200
2275
69
2050
FD
15
1400
23
600
67
1800
25
2050
01
27
2150
2425
21
3125 (2 EQ. TREADS)
65
2000
19
3300
17
1
525
44
36 (11 EQ. TREADS)
3
8440
15
225 65
2050
42
38
6525
5
225
(11 EQ. TREADS)
40 13
2275
2050
600
2000
(2 EQ. TREADS)
11
7
(11 EQ. TREADS)
2100
(7 EQ. TREADS)
2050
7350
225 65 525
9
8440
225
(11 EQ. TREADS)
100
1575 200
2050
2100
2000
900
3125
2000
(3 EQ. TREADS)
2050
1575 200
D11
F5
3300
1050
3250
6400
225
D11
F5 1050
1575
39a 5225
1050
D11
F5
38a
5225
1050
5225
3300
39a
02
02
02
38a
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
02
02
02
SECOND FLOOR
Client's Signature
Architect's Signature
W4
TERRACE
Job Title
GOVERNMENT MEDICAL COLLEGE AT PADERU, VISAKHAPATNAM DISTRICT, ANDHRA PRADESH
MUMTY
Building Name
Legend
TEACHING HOSPITAL X
300
27
4000
148.15
300
27
FIRST FLOOR TO SECOND FLOOR
4000
2000
148.15
300
27
SECOND FLOOR TO THIRD FLOOR
4200
2000
150
300
29
Y
300 300
50 SCALE-1:20
SECTION Y SCALE-1:20
MS SIDE FIXED RAILING: ELEVATION SCALE-1:20
ROUGH LINE (STRUCTURAL LINE) CONSIDER THIS LINE TO CAST RCC STEPS
MS HANDRAIL: ELEVATION SCALE-1:20
MS SIDE FIXED RAILING: ELEVATION SCALE-1:20
Date
2020/025 1:50 19-05-2021
Drawn by FINISH LINE
TYP. DENOTATION OF STEP IN PLAN SCALE-1:10
GOOD FOR CONSTRUCTION Job No. Scale
50
SECTION X
PAGE-33
STAIRCASE DETAIL ST - 05 Document Release Type
300
148.15
2000
50
2000
50
4000
GROUND FLOOR TO FIRST FLOOR
300
X
LOWER GROUND TO GROUND FLOOR
H-01
Drawing Title
Manpreet Singh
Checked by
Prateek Bhatnagar
AUTHORITY:
NORTH
Drawing No.
PAD-H01-ARC-GFC-402
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
KEY PLAN:
38a
39a
39a
38a
FINISHING & WATER PROOFING AS / SPECS.
WALL IN ELEVATION 100
200
100
300
300
200
150
100 200
300
5,6(56 # 00
2115
WALL IN ELEVATION
SHAFT COVER SLAB
5,6(56 # 00
110
5,6(56 # 00
108 106
100
5,6(56 # 00
96
5,6(56 # 00
94
WALL IN ELEVATION
92 90 88 84 82
5,6(56 # 00
86
29 EQ. RISERS OF 150 MM EACH
100
29 EQ. RISERS OF 150 MM EACH
100
WALL IN ELEVATION
104
WALL IN ELEVATION
102
ISSUES
100 98
))/
5,6(56 # 00
96726
5,6(56 # 00
92
90
88
WALL IN ELEVATION
86 84
))/ 726
81
))/ 726
))/ 726
81
5,6(56 # 00
82
PRESSURIZATION SHAFT
108
5,6(56 # 00
110
2000
))/ 726
DATE
DESCRIPTION
REVISION
79
69
5,6(56 # 00
67 65
WALL IN ELEVATION
63 61
5,6(56 # 00
57 55
54
))/ 726
59
77
WALL IN ELEVATION
75 1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS
73 71
5,6(56 # 00
))/
69 726
5,6(56 # 00
65 63
WALL IN ELEVATION
61 59 57 ))/ 726
54
5,6(56 # 00
55
PRESSURIZATION SHAFT
75
27 EQ. RISERS OF 148 MM EACH
5,6(56 # 00
27 EQ. RISERS OF 148 MM EACH
WALL IN ELEVATION
44 42 40
WALL IN ELEVATION
36 32 30
))/ 726
24
WALL IN ELEVATION
11 5,6(56 # 00
9
WALL IN ELEVATION
7 5 3 1
))/ 726
EXIT
36
34
5,6(56 # 00
WALL IN ELEVATION
32 28 26
STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
MEP CONSULTANTS : RK PROJECT CONSULTANTS BHAVANI AVENUE KAVADIGUDA SBI COLONY, SECUNDERABAD- 500 020 LANDSCAPE CONSULTANTS : SATISH KHANNA ASSOCIATES, NEW DELHI
FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085 QS CONSULTANTS : NAYABHARAT BUILDTECH SERVICES 7-1-376/450, NEW SANTOSH NAGAR COLONY SANTOSH NAGAR, HYDERABAD - 500 059
5,6(56 # 00
22 20
WALL IN ELEVATION
16 12
7
5 3 1
))/ 726
5,6(56 # 00
Job Title
GOVERNMENT MEDICAL COLLEGE AT PADERU, VISAKHAPATNAM DISTRICT, ANDHRA PRADESH Building Name
Legend
75
5,6(56 # 00
Client's Signature
Architect's Signature
18 14
))/ 726
/9/ 602
))/
42 726 38
5,6(56 # 00
ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050
STRUCTURAL CONSULTANTS :
44
5,6(56 # 00
24
5,6(56 # 00
46
))/ 726
ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS:
TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA
48
30
5,6(56 # 00
27 EQ. RISERS OF 148 MM EACH
525
28 26
5,6(56 # 00
34
27 EQ. RISERS OF 148 MM EACH
5,6(56 # 00
ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION
STRUCTURAL CONSULTANTS :
50
WALL IN ELEVATION
PRESSURIZATION SHAFT
PRESSURIZATION SHAFT
150
27 EQ. RISERS OF 148 MM EACH
5,6(56 # 00
27 EQ. RISERS OF 148 MM EACH
WALL IN ELEVATION
52
CLIENTS:
600
TEACHING HOSPITAL
H-01
Drawing Title
STAIRCASE DETAIL ST - 05 Document Release Type
GOOD FOR CONSTRUCTION Job No. Scale Date
2020/025 1:50 19-05-2021
Drawn by
Manpreet Singh
NORTH
Drawing No.
PAD-H01-ARC-GFC-402A
Checked by
Prateek Bhatnagar
AUTHORITY:
PAGE-34
NOTES
A16 A15
A14a
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
E1
E2
E4
E3
3640
2500
8900
KEY PLAN:
DETAIL-4 (CORNICE DETAIL)
SCALE- 1:10
DETAIL-1 (GUTTER DETAIL)
SCALE- 1:10
65
100
65
DOUBLE HEIGHT LOBBY
ISSUES
DETAIL-2 (COPING DETAIL)
DETAIL-6 (PORCH CORNICE DETAIL)
SCALE- 1:10
28.04.2021 R1
ADVANCE COPY_SOFT COPY
24.05.2021 R0
GFC
SCALE- 1:10 1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS
DESCRIPTION
REVISION
75 MM TOTAL FINISHING MARGIN
75 MM TOTAL FINISHING MARGIN
250
DATE
CLIENTS:
ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS: ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050 STRUCTURAL CONSULTANTS : TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA
STRUCTURAL CONSULTANTS : STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
HVAC AND ELECTRICAL CONSULTANTS : ENVIROTECH DESIGN PVT LTD. G- 73 BASEMENT, SHAHEEN BAGH, JAMIA NAGAR NEW DELHI 110025 PLUMBING AND FIRE FIGHTING : MKG ENGINEERING SERVICES PVT. LTD. A-8,PARYAVARAN COMPLEX INDRA GANDHI NATIONAL, OPEN UNI. RD. NEW DELHI- 110 030, INDIA LANDSCAPE CONSULTANTS :
E4
SATISH KHANNA ASSOCIATES, NEW DELHI
2500
FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085
E3
QS CONSULTANTS :
C16 W4
C18
36975
4080
14
2975
DETAIL-3(CORNICE DETAIL)
6075
DETAIL-7 (JAALI FIXING DETAIL_ELEVATION )
6
SEC
3640
13
12
C16
1400
NAYABHARAT BUILDTECH SERVICES 7-1-376/450, NEW SANTOSH NAGAR COLONY SANTOSH NAGAR, HYDERABAD - 500 059
2320
Building Name
6170 W4
PLAN
1400
1180 7675
3590
Drawing Title
1180
A14a
5160
2800
2450
W4
SKIN SECTION - 6 & 7 GOOD FOR CONSTRUCTION Job No.
SECTION THROUGH BLOCK-1
Scale Date
C1
2605
C1
C1
1140
18d 18e
3090
1210
18f 19a
PLAN
2820
4430
19b
2400
19c
Drawn by
C1
C1
620
2020/025
Checked by
Prateek Bhatnagar
(KHURRA DETAIL)
SCALE- 1:10
NORTH
1:50
24-05-2021
Manpreet Singh Bawa
1210
20a 20b 20c
H-01
Document Release Type
DETAIL-7 PLAN SCALE- 1:5 E1
Legend
TEACHING HOSPITAL
1400
2450
A15 8900
6875
W4
645
A16
2415
7
1400
C1
Job Title
GOVERNMENT MEDICAL COLLEGE AT PADERU, VISAKHAPATNAM DISTRICT, ANDHRA PRADESH
SEC
E2
SCALE- 1:5
Client's Signature
Architect's Signature
SCALE- 1:10
Drawing No.
PAD-H01-ARC-GFC-307 Revision No.
AUTHORITY:
SECTION THROUGH BLOCK-5
PAGE-36
NOTES
A16 A15
A14a
- Dimensions are not to be scaled. - All Dimensions are in Millimeters unless stated otherwise. - All Levels are in Millimeters and relate to ........... Datum level. - The contractor shall verify all dimensions, details,specifications & site conditions & shall report any error, omission and/or anomaly to the Campus Designer before commencement of work. - For construction purposes, the dimensions shall not be measured directly of the drawings. The drawings shall not be used for construction until they are issued for construction. -These drawings are to be read in co-ordination with HVAC, Electrical, Plumbing drawings & all relevant sections of specifications.. -All shop drawings should be provided to the Architects for approval.
E1
E2
E4
E3
3640
2500
8900
KEY PLAN:
DETAIL-4 (CORNICE DETAIL)
SCALE- 1:10
DETAIL-1 (GUTTER DETAIL)
SCALE- 1:10
65
100
65
DOUBLE HEIGHT LOBBY
ISSUES
DETAIL-2 (COPING DETAIL)
DETAIL-6 (PORCH CORNICE DETAIL)
SCALE- 1:10
28.04.2021 R1
ADVANCE COPY_SOFT COPY
24.05.2021 R0
GFC
SCALE- 1:10 1. SHUTTERING DRAWING TO BE PROVIDED TO THE CAMPUS DESIGNER FOR APPROVAL. 2. VENDORS TO PROVIDE SHOP DRAWINGS FOR THE APPROVAL FROM THE ARCHITECTS
DESCRIPTION
REVISION
75 MM TOTAL FINISHING MARGIN
75 MM TOTAL FINISHING MARGIN
250
DATE
CLIENTS:
ANDHRA PRADESH MEDICAL SERVICES & INFRASTRUCTURE DEVELOPMENT CORPORATION ARCHITECTS, MASTER PLANNERS,HOSPITAL PLANNING & INTERIORS: ARCOP ASSOCIATES PVT. LTD. A-15, Pamposh Enclave, G.K. 1, New Delhi 110048 Phone : 011 - 26442050 STRUCTURAL CONSULTANTS : TPC TECHNICAL PROJECTS CONSULTANTS PVT. LTD. B-74 , SECTOR 57 , NOIDA - 201301 , UTTAR PRADESH ,INDIA
STRUCTURAL CONSULTANTS : STEADFAST STRUCTURAL CONSULTANTS BRANCH OFC. PLOT NO.572 , H NO.MIG-5; ROAD NO.-1 KPHB, KUKATPALLY HYDERABAD
HVAC AND ELECTRICAL CONSULTANTS : ENVIROTECH DESIGN PVT LTD. G- 73 BASEMENT, SHAHEEN BAGH, JAMIA NAGAR NEW DELHI 110025 PLUMBING AND FIRE FIGHTING : MKG ENGINEERING SERVICES PVT. LTD. A-8,PARYAVARAN COMPLEX INDRA GANDHI NATIONAL, OPEN UNI. RD. NEW DELHI- 110 030, INDIA LANDSCAPE CONSULTANTS :
E4
SATISH KHANNA ASSOCIATES, NEW DELHI
2500
FACILITY SUPPORT PLANNERS : ATN CONSULTANTS A-8/58, ROHINI SECTOR-16 NEW DELHI - 110085
E3
QS CONSULTANTS :
C16 W4
C18
36975
4080
14
2975
DETAIL-3(CORNICE DETAIL)
6075
DETAIL-7 (JAALI FIXING DETAIL_ELEVATION )
6
SEC
3640
13
12
C16
1400
NAYABHARAT BUILDTECH SERVICES 7-1-376/450, NEW SANTOSH NAGAR COLONY SANTOSH NAGAR, HYDERABAD - 500 059
2320
Building Name
6170 W4
PLAN
1400
1180 7675
3590
Drawing Title
1180
A14a
5160
2800
2450
W4
SKIN SECTION - 6 & 7 GOOD FOR CONSTRUCTION Job No.
SECTION THROUGH BLOCK-1
Scale Date
C1
2605
C1
C1
1140
18d 18e
3090
1210
18f 19a
PLAN
2820
4430
19b
2400
19c
Drawn by
C1
C1
620
2020/025
Checked by
Prateek Bhatnagar
(KHURRA DETAIL)
SCALE- 1:10
NORTH
1:50
24-05-2021
Manpreet Singh Bawa
1210
20a 20b 20c
H-01
Document Release Type
DETAIL-7 PLAN SCALE- 1:5 E1
Legend
TEACHING HOSPITAL
1400
2450
A15 8900
6875
W4
645
A16
2415
7
1400
C1
Job Title
GOVERNMENT MEDICAL COLLEGE AT PADERU, VISAKHAPATNAM DISTRICT, ANDHRA PRADESH
SEC
E2
SCALE- 1:5
Client's Signature
Architect's Signature
SCALE- 1:10
Drawing No.
PAD-H01-ARC-GFC-307 Revision No.
AUTHORITY:
SECTION THROUGH BLOCK-5
PAGE-36
MANPREET SINGH BAWA B.Arch Batch 2016-2021 Unversity School of Architecture and Planning, Guru Gobhind Singh Indraprastha University. Arcop Associates Pvt. Ltd., Gurugram. Connect: +91-78387-19545 manpreet.bawa@outlook.com