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Training Portfolio- Manpreet Singh Bawa

Page 1

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-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


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