2019_Ronak Kothari_CV_Portfolio

Page 1

P O R T F O L I O r o n a k

k o t h a r i

SELECTED WORKS

(2013-2018)


RONAK KOTHARI Indian born, June 10th 1995 ronakkothari21@gmail.com +91 9167306090 9/10, Shree Nath Krupa, Sector 11, Vashi, Navi Mumbai.

Based in Navi Mumbai, I am a graduate in B.Arch at the University of Mumbai. The knowledge and experience acquired during the course along with some professional encounters has developed a critical sense and an understanding about this field which also is quiet open to new experiences. Looking at the bigger picture and applying that understanding on the smallest of details is what architecture is for me.

C U R R I C U L U M

V I TA E


Skills:

Awards:

Autocad

NICEE Earthquake Resistent Design Workshop

Sketch Up

1st Runner up

Vray for SU

Other Skills / Interests:

Revit Lumion Adobe PS

Hand Drafting

|

Model Making

Photography

|

Graphic Design

Adobe ID Adobe AI

Languages:

Adobe LR

English

Education:

2013-2018

|

Hindi

|

Gujarati

Pillai College of Architecture Bachelors in Architecture, University of Mumbai CGPA- 7.75 / 10

2011-2013

St. Mary’s Junior College 12th Grade, HSC Board Percentage- 85.00

2011

St. Mary’s Multipurpose High School 10th Grade, SSC Board Percentage- 89.45

Activities/Participations:

2018

Taj Amity Pavilion Design Competition, Archdais.

2018

Aquatecture Design Competition, Volume Zero.

2018

Marsception Design Competition, Volume Zero.

2016

NICEE Earthquake Resistent Design Workshop IIT Kanpur

2015-2016

Sports Secretary PiCA Students Council

2015

Student Head Alegria publicity team

Work Experience:

2017

ABM Architects Internship, 4 months

2017

Virtuo Design Internship, 2 months


“Each new situation requires a new Architecture”

- Jean Nouvel


C O N T E N T s 01 SPORTS THERAPY

01

02 MOTHER & CHILD

09

03 ART INSTITUTE

15

04 AYURVEDIC CENTRE

21

05 MARSCEPTION

33

06 AQUATECTURE

35

07 TAJ AMITY PAVILION

37


------ ACADEMIC WORK ------

01 SPORTS THERAPY

SPORTS THERAPY AND REHABILITTION CENTRE GHANSOLI, NAVI MUMBAI

1


To provide a facility for In-

the physical and psychological

Mumbai as it is in between both

dian athletes that acts as a

healing that needs to be rein-

the old Mumbai airport and the

place to get evaluated, get

forced in the Indian Sport envi-

upcoming Navi Mumbai airport

treated as well as heal till

ronment which helps the sports

for better accessibility. The

the time he/she gets back to

person to get back in the game

approach majorly concentrates

the sports again. Sports Sci-

with 100% potential he/she has

on the philosophy of growth and

ence and Sports Medicine along

to offer. The site for this

biophilic

with

Rehabilitation

project is strategically cho-

is expressed through Healing

are the fields that deals with

sen to be in Ghansoli in Navi

Gardens throughout the campus.

Physical

architecture

which

2


1. The placement of the high performance unit (2 indoor courts and 1 outdoor Field) creates the first pathway that cuts them from the main entry to the entry that connects the adjacent sports centre.

2. A

25m

swimming

pool

is

placed in between the 2 indoor courts above which a sports pavilion is designed that allows the patients a visual access to the high performance unit that motivates them.

3. The is

second

access

designed

to

route

connect

the treatment unit and the rehabilitation

unit

and

reaches the building services

block,

whose

roof

acts as healing garden as well as a viewing deck.

4. The rehabilitation block is elevated for wind circulation

throughout

the

structure as well as to allow them to have a view of the creek. It is connected to both the sports pavilion and garden.

PATINA OF TIME : THE PRESENCE OF HEALING GARDENS AS WELL AS LANDSCAPE POCKETS THROUGHOUT THE STRUCTURE IS USED AS AN ANAL-

OGY TO GIVE A SENSE OF GROWTH TO THE FIT AND RECOVERING SPORTSPERSON AS IT CONTINUOUSLY CHANGES THROUGH THE PASSAGE OF TIME.

3


MUMBAI - NAVI MUMBAI

CREEK

15M WIDE ROAD

SPORTS CENTER

30 M WIDE ROAD

MAIN

SERVICE

MANGROVES

ADJACENT

SPORTS

CENTRE

n

Roof Plan

Night View

4


SOUTH ELEVATION

WEST ELEVATION

SECTION AA’

SECTION BB’ 5


n

GROUND FLOOR PLAN

n

FIRST FLOOR PLAN

n

SECOND FLOOR PLAN

6


DETAIL AT A BROWN ANODISED ALUMINIUM BOX SECTION (200MM X 100MM)

2.7M

0.3M

10 MM THICK COPPER FLASHING

0.4M 1.1M

FLASHING BOLTED ON I SECTION BEAM

0.4M

250 MM THICK EXTENSIVE ROOF GARDEN SOIL DRAINAGE PLATE (1:12) 1.5M

60 MM THICK METAL DECKING

1.9M

4.3M

200 MM THICK RCC

ISMB 250 STEEL I SECTION

DETAIL AT B

TAPERING STEEL I SECTION BEAM HOLLOW RECTANGULAR SECTION STRUCTURAL FRAME

2.4M 2.4M

GLASS REINFORCED PLASTIC PANELS

1.1M

DETAIL AT B DETAIL AT C

0.7M

0.8M

0.7M

STRIP SECTION 1

1.1M

1.1M

SECTIONAL 3D

0.5M

2.0M

0.9M

10 MM THICK COPPER FLASHING 0.7M

GRAVEL

0.5M

200 MM RCC (1:2:4)

60 MM DRAINAGE PLATE

FLASHING BOLTED ON I SECTION BEAM 60 MM THICK METAL DECKING 2.0M

900 x 700 MM RCC BEAM

ALUMINIUM FALSE CEILING HOLDER

0.9M

STRIP SECTION 2 7

1.3M

DETAIL AT C


BROWN ANODISED ALUMINIUM BOX SECTION (200MM X 100MM)

STEEL BOX SECTION RAFTERS PROJECTING OUTSIDE GRP PANELS GLASS REINFORCED PLASTIC PANELS

550 x 400 MM RCC BEAM

HOLLOW RECTANGULAR SECTION STRUCTURAL FRAME GUTTER HOLDING PLATE METAL GUTTER

GLASS REINFORCED PLASTIC PANELS

DETAIL AT A

1.5M

DETAIL AT E

1.0M

0.4M 1.0M

100 MM RCC SLAB

GUTTER HOLDING PLATE GUTTER HOLDING PLATE

1.8M

ANGLE CLEATS

4.9M

METAL GUTTER 100 x 65 MM BROWN ANODISED ALUMINIUM FRAME 10MM THICK FIXED GLASS PANEL FIXED GLASS FRAME IN ELEVATION

DETAIL AT E

8.7M

0.8M

0.5M 0.9M

FINISHED FLOOR LEVEL OF THE BVASKETBALL COURT

25MM EXTERNAL PLASTER

1.4M

0.5M VATA

1.3M

DOWNSTAND RCC BEAM OF RAFT FOUNDATION

STRIP SECTION 3

CONSOLIDATED HARDROCK BED

0.5M

50 MM BLINDING BED

DETAIL AT D

0.2M

DETAIL AT D

8


------ ACADEMIC WORK ------

02 MOTHER & CHILD

MOTHER AND CHILD WELFARE CENTRE RAJARHAT, KOLKATA

9


The site for this project is

a lake which is adjacent to the

volved around ‘open spaces,’na-

loctaed in the city of Kolk-

site for the Mother and Child

ture’ and ‘inter connectivity

ata in a newly developing town

welfare centre. The theme of

through

simple

of Rajarhat. Just besides the

the project being ‘well being’,

Staying

connected

site, there happens to be huge

the approach for the develop-

can immensely improve the well

eco park which also consist of

ment of this welfare centre re-

being of the patients.

While nature is important for

members sometimes and affects

along with incorporating na-

the improvement of health, hos-

the efficiency with which they

ture inside the structure with

pitals and healthcare centres

move

campus.

the help of healing gardens and

always struggle with orient-

This design focuses on this as-

open terraces at almost every

ing the patients, the family

pect of Orientation at the mac-

floor of the structure.

members as well as the staff

ro as well as the micro level

throughout

the

orientation’. to

nature

10


1

2

The primary central corridor is branches out 2 symmetric

secondary

corri-

dors and divides both the wings into 3 blocks each.

n

VIEWIN

3.2m

WATER

D

A

O

R

E

D

I

W

M

5

G DEC

LVL

K

BOD

STAFF

COL D STO RAG

E

COL D STO RAG E MEA T

COL D STO RAG E VEG

Y

DINN

ING

DISP

EXE

OSA

CUT

L

IVE DINN

ING

CLA SS IV FEM ALE

WAS

HING

3.3m

x 6.4m

MALE

7.7m

VISITOR

TOILET

STA

FF LOC

x 4.8m

KER

S

R

S DINN

ING

O

ALE

TOILET

D

FEM

PRE

PAR

ATIO

R

R

N

CLA SS IV MAL E LOC KER S

MAL E TOI STAFF

I

MALE

O

FOO D MAN SERVICE AGE S R

D

E

C

FEM ALE STA TOI FF

I DOWN

SER

VING

W

PRE

W I D E

C O R R I D O R

STAIR

M

UP

FEM ALE NUR LOC SES KER S 8.6m

5

D

3 M

A

x 3m

S LIFT

WAITIN

G

O

2.5m

OFF ICE CLINIC MAN 3.4m AGE x 2.1m R ATT.

SEK

x 2.5m EEPING

PAN

MULTIU

3.2m

SER

TRY

STA

S LIFT

TOILET

S

FF WO

x 2.5m

3 M

RK ROO ATT . TOI M LET

W I D E

R

S

2m x

THE

-2.35

m

RAP

Y

REC

ER

2.7m

4m x

4.9m

x 3.5m

RAC

TION

2.9m

ROOM

3m x

G

MOBILE EQU IPM x 3m ENT

G DEN

TAL

x 2.4m

3m

-2.35

4.6m m

M

WAITIN

WAITIN

TOILET

G

3.9m

x 5.5m

ION

3m x

G

1.70

REC

ILL TES

T

O

1.6m

ECG

3m x 4.9m

TOILET

3m x

x 4m

ADM

x 3m

ECH

EPT

1.6m

EPT

ION

x 7.2m

CRR

UNL

5

1.7m

3m x

OAD

x 3m

ING

2.7m

LET

ASS

.

2.2m

EXA

3m x

M ROO

4m

M

CHA

1.9m

NGING

x 1.7m

LIGHT ROO / DARK M 3m

CHA

1.9m

NGING

x 1.7m

x 3.5m

M

W

TRE

LVL

REC ALE

E TOI

RRR

4.6m

SUITE

E TOI

FEM

MAL

1.7m

CR

LET

TOILET

WAITIN

Y

ENT

WAITIN

4.6m

ION

ALE

3m x

3.6m

ENT AUD IOMETR

1.8m

EPT

x 7.4m

FEM REF

W I D E

I

SICAL

x 5.3m

YG LAS

2m x

SUB

MAL

7.3m

ER

D

SER

2.7m

EXA

2.5

x 2.7m

E YG LAS

OPH THA L CR

2.5

MULTIU

3.1m

PHY

RAG

x 2.7m

A

SER

1.6m

O

2.7m

M

D

x 3m

ING LVL

STO

C O R R I D O R

PRO CED URE TRE ATM / x 3.5m ENT

W I D E

E

SER

x 3m

OD TAK

x 2.1m

1.70

MULTIU

3.1m

MULTIU

3.1m

5.3m

DOWN

C O R R I D O R

BLO

PRO CED URE TRE ATM / x 3.5m ENT

2.7m

SER

x 3m

1.70

x 3m

P LIFT

C O R R I D O R

3.1m

MULTIU

CASE

S LIFT

SER SUB

HOU

3.1m

STAIR

6m x

CASE

MULTIU

3.1m

M ROO

2.9m

M

x 4.3m

CR ROO

STO 5.3m RAG x 6.8m E OFF ICE PHA 2.3m RMACI x 3m ST

P LIFT

2.9m

PAN

3.2m

TRY

x 4.5m

SUB

R

ION

CUB

ICLES

E

x 2.6mAL

W I D E

TRIAGE

OFF

1.8m

ICER

x 2.7m

C O R R I D O R

TRO

LLEYS

W

REC

RAG

2.2m

E

NUR SE WO STA TION RK

EPT

x 8m

ION

5.8m

M

6.3m

STO

2m x

I

D

3 M

MEDIC

5.3m

I

R

3 M

W

D I

EPT

x 2.8m

C

ION

D

O

CASE

3.7m

R

ISTRAT

3.8m

UP

STAIR

REC

O

C O R R I D O R

REG

x 4.6m

USG

3m x

S LIFT

NCE

4.7m

G

S LIFT

ING

x 4.9m

INSURA

W I D E

UP

3.9m

PHY

SEK

x 2.5m EEPING

WAITIN

CASE

MOGRA

x 2.3m

HOU

2.4m

3m x

BILL STAIR

M

MAM

SER VICE COU NTE 3.20m RS

S LIFT DOWN

x 3.7m

E

C O R R I D O R

x 2.6m

5

MORTU ARY CAB INET

4m x

5.6m

MAL

E TOI

FEM

ALE

LET

M

W I D E

R

2.9m

3 M

TOILET

ENT

x 8m

RY

5

LVL

WAITIN

6.3m

2.2m

G

WHEEL

4.5m

x 3.8m

CHA

IR BAY

SEC

4.5m

URITY

x 2.5m

LVL

2.05m

1.85

2.05m

LVL

m LVL

1.65m

LVL

1.45

m LVL

1.25

m LVL

1.05

m LVL

0.85

5

m LVL

M

W

I

D

E

R

A

O

D

LVL 0.0

CORRIDOR LEVEL PLAN

The corridor encompasses all the basic services of the structure.

11

ROOF PLAN

CORRIDOR LEVEL PLAN WITH SITE

1:200


These ‘connectors’ connects the east and the west wings at the first level as well as

it

helps

in

orienting

all the new patients arriving via the main corridor.

3

4

The courtyards around the central blocks, the viewing galleries at the ends of the secondary corridors and the deck acts as nature outlets for the structure

RS

TRO

LLEY

D

S FLAT

3 M

WOR

K IRON

TION

A

WOR

5.3m

MAN

LINE N DISP OSA L /HOL D x

2.5m

CASE

HAN DWA GOW SH/ NING LOB

3.2m

ALE

R

LES

HVA

3.5m

x 5.3m

1.5 M

C

3.2m

x 7m

1.5 M

M

2.7m

GER

3.6m

x 2.6m

NUR SE STA TION

CO

LVL

LOU

NGE

U

-2.35mR

T YA

RD

MICR

NEO NAT OLO OFF GIST 2.6m ICE x 2.8m

m

x 3.7m

5

QUIE

2.3m

NOU RISH MEN - INTE T NSIV x 2m OFF ICE

M

m

2 IN

W I D E

4.7m

REC

2.5m

EPT

x 2.9

2.3m

x 1.8

ALE

MAL

FEM ALE CHA 3.2m NGIN

PICU

4.8m

ANE

TEC HNIC CHA IAN NGIN x 2.5m G

3.2m

RAT

IVE ROO

x 4.1m

M

OPE

4.5m

RAT

x 5.7m

IVE ROO

M

M

STO

x 2.5m

2m x

RAG

E

2.5m

5.5m

MAN

2 IN

2 IN

7.7m

EQU

5.7m

TRE

OVE

7.2m

NT BAY

2.4m

WHE

ENT

NUR SE WOR KST

E

ET ASS

2m

2.7m

REC

2.7m

x 2.8m

R O A D

3 M

SER

I

Y WEL

W

1.5 M

x 3m

E C O

RR

IDO

L BAB

x 2.6m

Y NUR

SER

Y

R

2 IN

5.9m

N

x 2.3m

W I D E

2.6m

3.8m

EPT

x 4m

ION

x 2.2m

ITY

2 IN

5.8m

1 WAR

x 3.7m

D

STAIR

CASE

OBS ERV ATIO ROO N M

3.4m

6 IN

6.2m

3.5m

WC LDR x 3m

MAL

W I D E

C O R R I D O R

OBS ERV ATIO ROO N M

3.4m

x 2.6m

D

6m x

x 4.5m

M

x 2.6m

1 WAR

x 6.3m

5 IN

IRB

x 2.6m

1 WAR

5.2m

D

7 IN

6.7m

1 WAR

x 6.4m

D MAL

E TOIL

IRB 5.3m

2.5

x 2.6m

C O R R I D O R

ON CAL L DR

x 3.4m

3.2m

D

D

S LIFT

NUR SE STATION 1.6m

2m x

1 WAR

x 3.4m

1 WAR

x 4m

Y UTIL

HAIR

OBS ERV ATIO ROO N M

LDR

4.4m

D

D

DIRT

.

3.4m

2m x

WC IRB

2.3m

M

-2.00m

4.4m

WID

LDR

5.5m

5.9m

1 WAR

x 3.4m

1 WAR

x 3.4m

S LIFT

D

Y NUR

x 2.6m

WC

HEAL GARD ING ENS

2 IN

5.9m

2 IN

ATIO

ELC

TOIL

3m x

D

CASE

L BAB

ET

ET

ATM

x 4.4m

NUR SING ROO M x

RY

NUR SE STA TION

IPME

x 2.4m

1 WAR

x 5.3m

D

4.5m

x 28m

2.8m

ION

3.2m

1 WAR

x 4.5m

BED TRO STA TION LLEY

3m x

UB

5.9m

D

R

STAIR

WEL

5.3m

1 WAR

x 4.5m

AGE

4.2m

2.4m

EPT

x 6m

T

TRY

REC

2 IN

ETIS

DING

x 2.5m

6m x

REC

m

3m x

1.9m

PAN

WAITING

C O R R I D O R

STH

x 2.8

HOL

x 6m

SCR

2.5

PICU

2.9m

PRE

2.4m

S LIFT

x 3.9m

MAL

E TOIL

4.7m

G

x 5m

x 2.7m

5.3m

W I D E

D

ET

2 IN

x 2.7m

x 2.7m

TOIL

1 WAR

x 4.5m

E TOIL

OPE

A

ALE

ET

4.7m

x 2.9m

PICU

4.8m

3 M

FEM

TOIL

2 IN

PICU

4.8m

x 5m

D

1.70

FEM

m

x 1.6m

PICU

.

1 WAR

x 4.8m

ION

m

TRO LLEY HOL DING

x 1.8m

IST

5

LVL

T ROO

x 2.7

CON TRO L ROO M

2.3m

UP

W I D E

4.5m

C O R R I D O R

E

x 2.5m

T

x 2.3mROOM

S LIFT

WAITING

-2.00m

P LIFT S LIFT

MED ICAT AND ION STA x 2.4m T LAB

QUIE

P LIFT

E

5 M

LVL

OFF

ION

TOR 2.3m

ET ASS

x 2.6m

L STO

RE

Y

EPT

x 2.2m

W I D E

1.45

R ERA

HEAL GARD ING ENS

ISTR

m

ICE 3m x1.9m

REC

.

1.70

S LIFT

GEN

PHO TOC OPY STA TION / ARY x 3m

RAG

x1.8m

TING

3 M

ET ASS

x 2.6m

2.8m

ASE

STO

x 3.3

FRO ZEN SAM STO RAG PLE x 1.6m E

WRI

3.2m

TOIL

1.8m

1.8m

IN

x 2.4m

L DOC

4.8m

1.70

STAIRC

2.8m

ORT

x 4m

NT BAY

x 3.6m

3.3m

HK

HEM

2.9m

3.4m

ON CAL

3.1m

3.4m

4.8m

P LIFT

Y BIOC

2.9m

SAT

S

UP

ION

x 3m

E

C O R R I D O R

S LIFT

m

HK

CASE

3.4m

x 2.7m

2.8m

ISOL ATIO ROO N M

S

Y

LOG

m

CLIN ICAL PAT HOL x 3.3m OGY

x 3m

x 2.2m

O

ACT IVE REC SEC ORD URE x 2.7m PRIN TING

EPT

x 2.8

LOG

m

1.5m

2.9m

IPME

x 2.2

ISOL ATIO ROO N M

DIRT UTIL Y ITY

x 2.6m

2.5

x 2.7m

4.7m

W I D E

OBIO

x 3.3

ANT

ET

3 M

ATO

x 2.7

P LIFT

FF TOIL

UNIT

HEM

2.9m

REP

3.4m

CLE AN UTIL ITY

TOIL

1.8m

ET

AIR

NA

34m

GY

ANT

2.6m

3.1m

M

SAU

OLO

x 2.7m

DELUG SHOW E ER

2.9m

EQU

x 2.6m

M

x 4.2m

ICU

TOIL

1.70

M

2.6m

3.1m

RD

RD ROO

x 4m

x 4.2m

ICU

R O A D

TYA

x 3.4m

BOA

4.8m

UR

-2.35m

CEO

3.6m

WAITING

M

ET

2.5

W

CO

LVL

W I D E

I

x 2.6m

E TOIL

ALE

L

D

EAD

MAL

FEM

HAL

AND

4.1 m

REC

SER

2.9m

x 3.2m

2.9m

WAITING

5.5m

ICU ADM

W I D E

C O R R I D O R

D

OP.H

3.6m

INAR

x 3.9m

GER

HEA

STE RILIZ ATIO ZON E N

T

x 2.8mROOM

U

2.6m 2

1.8m

5 M

R E D

ICAL

x 2.7m

G

MED . DEC EQUIPME 3.2m ONT NT x 2.6m AMIN ATIO N

QUIE

2.6m

SCB

NUR SE STA TION

x 4.2m

S ICU

SEM

MED

2.6m

IC UNIT

2.6m

11.3m

3.6m

U

2.6m 2

C O R R I D O R

3.1m

x 2.5m

x 3.8m

E

STAIR

x 2.5m

MANA

x 1.6m

CASE

3.2m

x 4.2m

ELECTR

CON ROO TROL M

ON ROO

MANA

2.8m

BY

SCB

ICU

NTS

ER

R

2.6m

S LIFT

USSI

x 7.5m

SOIL ED RET URN

2m x

STAIR

MED REC ICAL ORD x5.8m S

3.3m

UNTA

ANAG

DISC

5.9m

x 5.7m3

S LIFT

TRY

x 2.5m

ACCO

AST.M

IDO

6m x

5.3m

STA FF CHA NGIN

2.1m

LEVEL

U

2.6m 2

SPA

CLE AN WRA AND PAC P x 2.5m K

U

HAN DWA GOW SH/ NING LOB

3m x

W I D E

2.5m

PAN

2.8m

RR

ICU

ICU

2.6m

PING

3.2m

RE

2.6m 1

R

TION

E C O

3m x

3 M

EKEE

x 2.5m

IDO

SE STA

WID

SCB

C O R R I D O R

O

2.5m

GER

x 2.5m

RR

NUR

3

3m x

HOUS

MANA

2.9m

STO

2.7m

2.7m

S LIFT

GER

x 2.5m

x 3.2m

SCB

E C O

2.8m

LEVEL

ET

S LIFT

MANA

2.9m

WID

RILE

3.6m

ET

TOIL

x 14m

LINE N INSP ECT & MEN ION DING x

2.5m

U

2.6m 1

3m x

BY

FEM

AGE

K TAB

x 2.4m

STE

SCB

3m x

E TOIL

ICE

x 2.9m

ING

C O R R I D O R

STAIR UP

EEP

INDU STR IRON IAL STA WORK TION 1.9m

STA

W I D E

OM

MAL 2.8m

SEK

x 1.8m

U

x 2.6m1

C O R R I D O R

DYE

SS

2.7m

R O A D

PRO

x 3.2m

OFF

HOU

2.3m

RCIS

SCB

m

W I D E

BLE

m

PRE

M

TUM -2.00

BED

4 x 2.4m

W I D E

FLAT

S

x 2.2m

LEVEL

PUM

5.3m x 2.2m

OFF ICE BIOENG

EXE

m

x 3.2m

W I D E

ELECTR ONIC WOR KST ATIO NS 4m

ERY

A AND

x 3.2

ON CAL L DOC TOR

3.8m

M

WOR CAR KSHOP, PEN TRY x 4.3m & JOIN

WAS HER EXT 4.8m RACTOR x 6.7m

5.2m

R O A D

E

2.85m

HYG IENE WAS 2.7m HER

2.2m

W I D E

x 3.6

W I D E

RAG

x 2.85m

4.85m

2.7m

DING

2.5

ET

NT HOL

2.8m

5 M

STO

2.7m

REC EIVING HOL DING SOR TING x

3 M

ET

TOIL

5 M

IPME

2.7m

C O R R I D O R

C O R R I D O R

E TOIL

ALE

EQU

4m x

W I D E

MAL

FEM

AIRB ORN CUB E ICLE

FEE DING ROO M

CON TAIN WAS ER 4m x HING

2.5

INFL AMM STO ABLE RAG E 2.2m

4m x

4.85m

COM PUT ER POW 3.3m ER ROO ROOM x 2.3m M

2.7m

3.4m

5m x

WOR MEC KSHOP, HAN ICAL & ELE CTR x 2.7m ICAL

R

x 2.7m

C O R R I D O R

4m x

OFF ICE MAN AGE

1.70

P OFF

2.8m

YOG

CLIN ICAL HOL DING WASTE

DRO

4.4m

1.70

WAS TE HOL GAR DING BAG , E 3.4m

HEN

2.7m

OFF ICE SYS OPE TEM RAT ORS SWIT & CHB x 3.6m OAR D

D

A

4m x

KITC

4.5mx

O

R

E

D

I

W

M

5

FEM

ALE

E TOIL

ET

FEM

ALE

TOIL

ET

ET

TOIL

ET

DIRT

Y UTIL

ITY

5

M

W

I

D

E R

O

A

D

BASEMENT LEVEL PLAN

The corridor is elevated at

FIRST LEVEL PLAN

reach the corridor level en-

to

prevent

the

parking

as long as 40m of ramp that

level has to go 2.2m up to

and admin area. This was done

would acquire a lot of space.

basement

level

THIRD FLOOR PLAN WITH SITE

high

whop-

ramps that start from ground

1:200

4m

single

FIRST FLOOR PLAN WITH SITE

1:200

ping

a

2.2m from ground level so the

BASEMENT LEVEL PLAN WITH SITE

trance and 2m down to reach

THIRD LEVEL PLAN

1:200

corridor

and

12


SECTION AA’

EAST WING BACK VIEW

13

EAST WING FRONT VIEW


SECTION BB’

WEST WING VIEW

WEST WING VIEW

14


------ ACADEMIC WORK ------

03 ART INSTITUTE

ART INSTITUTE DOMBIVLI, THANE DISTRICT

15


The site for this project is

The

proposed

art

school

is

upper floors was undertaken.

located on the highway connect-

stacked vertically due to lack

And since learning spaces were

ing Shilphata and dombivli and

of horizontal spread of the

a mixture of classrooms and

is separated by the residen-

site. Hence, an approach where

studios, both the spaces merged

tial Palava city by a tributary

all the public spaces are al-

to form a common entity where

of river Ulhas. The site also

located on the bottom floors

transition between classes and

consists of a holding pond just

while creating leisure as well

studios was not distractive for

next to the tributary.

as contemplating spaces on the

the students.

16


1ST YR

2ND YR

3RD YR

4TH YR

MISC

PAINTING

40

40

40

40 x 2

FASHION

20

20

20

20 x 1

SCULPTURE

10

10

10

10 x 2

CERAMICS

10

10

10

classes only

80

80

80

120

80

80

As each year has equal strength

one of the block is pushed out-

All the public zones are placed

of students, it is first stacked

wards so that it creates floor

in the bottom on either side

on top of each other and misc.

space for other activities clos-

of the entrance which includes

on side of the base block.

er to classrooms and studios.

amphitheatre and workshops.

Configuration of Studios and Classrooms

Two pairs of studios and classrooms are arranged in such a way that each studio has a direct access to its respective classrooms. Such a configuration allows the studio to have openings from three of its sides. And a common place for two studios acts as a balcony or as a terrace as they are stacked, letting the sunlight inside the configuration. 17


TR Y

VA

AR

LA

UT

PA

IB

CIT

OF

Y

UL HA S RI VE R

HO LD IN G PO ND DO

24

M

W

ID

E

R

O

MB

I IVL

H - S

ILP

T HA

O A R

AD

AD

n

ROOF PLAN

north side view

west side view

18


G FLR PLAN

1ST FLR PLAN

SOUTH WEST ELEVATION

2ND FLR PLAN

4TH FLR PLAN

SECTION BB’

5TH FLR PLAN

6TH FLR PLAN

19

NORTH EAST ELEVATION


NORTH WEST ELEVATION

SECTION AA’

SOUTH EAST ELEVATION

20


------ ACADEMIC WORK ------

04 AYURVEDIC CENTRE

AYURVEDIC TREATMENT CENTRE KARJAT, RAIGAD DISTRICT

21


The site for this project is

for a particular amount of time

to

located in the rural regions

or people visit the outpatient

as well as for wind circula-

of Karjat and is surrounded by

department

just

tion throughout the structure.

mostly agricultural lands and

come and leave on the same day.

The spaces like workshop and

small G and G + 1 structures

Hence, the approach taken for

the living quarters for staff

if any. An ayurvedic treatment

this design was to have an in-

and manager has been seperated

centre is a place where people

ter-connected single structure

from the main structure as the

either come to stay and heal

that has courtyards as an access

activity

where

they

the

external

does

environment

not

coincide.

22


IPD and OPD being the most important depart-

reception

admin

dining

ipd

ments dealing with the patients,

library

is

consid-

ered to be placed near the library and dining.

opd

Whereas reception has a

gym

treatment

direct connection with the admin and OPD and a semi direct connection to

IPD

for

direction

purposes.

All the spaces are arranged

The reception is merged with

The opd waiting area above is

according to the zoning above

the structure and is directly

then connected to opd consul-

as well as creating an acces-

connected to admin below and

tation rooms below via ramp and

sible courtyard in the center.

opd waiting above via ramp.

creating a courtyard below.

n

23

ROOF PLAN


GROUND FLOOR PLAN

FIRST FLOOR PLAN 24


SECTION AA’

WEST ELEVATION

SOUTH EAST ELEVATION

25

SITE SECTION AA’


FIRST FLOOR COURTYARD

FIRST FLOOR COURTYARD

CONSULTATION COURTYARD

SECONDARY ENTRY

26


C

RCC BEAMS 200 MM x 300 MM

F

N

F +13870

SKYLIGHT LEVEL

D

A

PLAN FOR DETAIL AT A 1:50

N

D

D

W

N ±11115

W

PARAPET LEVEL

1025

W +10090 TERRACE LEVEL

600

V +9360

LINTEL LEVEL

N

V1

V

D1

R

F1 Q1 C1 L3

D1

+7740

SILL LEVEL

+6840

SECOND FLOOR LEVEL

+6240

LINTEL LEVEL

600

900

D1

1620

W2

DOUBLE BED ROOM

V1

N

2100

D1

F1 Q1 C1 L2

D1

+4620

SILL LEVEL

600

900

D1

1620

W2

DOUBLE BED ROOM

+3720

FIRST FLOOR LEVEL

+3120

LINTEL LEVEL

+1500

SILL LEVEL

V1

D1

F1 Q1 C1 L1

600

900

D1

1620

W2

DOUBLE BED ROOM D1

+600

GROUND FLOOR LEVEL

±0.00

GROUND LEVEL

SECTION AA'

------ ACADEMIC WORK (WORKING DRAWING) ------

1:50

77

0

23

0

8

22

30

40

00

B'

77

0

7

00

C1

30 22

35

0 45

0

00 12

1360

C29 14

2

15

1 43

44

G

C3 15

52

2

3098 230 885 2500 1000

11

DOUBLE BED ROOM

D2

5800 x 4200 MM

16

TR UP RIS EAD ER :3 :13 20 0 +6 00

19058

4500 1000

12

1200

F1 Q1 C1 L1

17 18

CUTOUT ABOVE

W2

2500

F

L O 1: 60P E

C7

3140

E

3

Sill height: 1200MM from unfinished floor level. Lintel level : Bottom of beam.

S

5

4

C6

1085

4455

885

6

C32

C31

4270

+2290 1300

+1510

7

V1

13

1000

12

2000

11

770

C30 10

1885

8 9

230

7

44

D1

2070

1855

C2

W2 Sill height: 900MM from unfinished floor level. Lintel level : Bottom of beam.

1200

32

1115

F1 Q1 C1 L1

300

50MM Ø Stainless steel pipe as handrail supported by 40MM x 80MM Stainless steel Box Section.

1115

2000

1885

L O 1: 60P E S

270

1885

L O 1: 60P E

1770

5800 x 4200 MM

D1

1315

1200

2500

0

13

C35

4455

DOUBLE BED ROOM

400

C1

4730

2599 1090 450 3600 2060

Sill height: 1200MM from unfinished floor level. Lintel level : Bottom of beam.

D2

44

D

4455

5

C5

A

15

55 E

13

9 85

45 0

1050

9 18

1085

C34

CUTOUT ABOVE

D1

A

C

885

E

13 61

V1

40

C9

Sill height: 900MM from unfinished floor level. Lintel level : Bottom of beam.

V1

C33

70

5

W2

885

15

55 L

1:60 O P

61

20 70

3

S

1:60 O P

V1

F1 Q1 C1 L1

D2

D1

93

L

00

4

B

5800 x 4200 MM 400

C1

60 P 1: O L S

E

14

DOUBLE BED ROOM

6

5

21

3 0

C1

18

22

15 21

0

E

16

15

55

0

D1

0

2 45

C37 D1

D2 20

0

D2

5

2

23

6220

TREAD:300 1 RISER:150

4 3 2 C36

C1

V1

40

86

5

C1

V1

D1

85

UP

.

48

1

E 60 P 1: O L S

D1

D1

5

S

C1

17 7

77 0

23 17

23 0

TR RIS EAD ER :6 :15 00 0

D2

UP

D2

0 9 3

V1

0

86

28

10

85

8

23

40

48

85

00

88 5

5 65

0 0

77

S un ill h Lin finis eigh te he t: 9 l le d 0 ve flo 0M l : or M Bo le fr tto vel. om m of be am

70

1

70

G

L 49 E 00 BE x DR 37 O F1 00 O C1 Q1 M L1

1

60

15

5

C1

10

85

C38

18

D1

D1

27

77 0

88 5 30

41

15

S un ill h Lin finis eigh te he t: 9 l le d 0 ve flo 0M l : or M Bo le fr tto vel. om m of 35 S be 70 un ill he am Lin finis igh . tel he t: 1 lev d fl 20 el oo 0M : B r le M ott ve fro om l. m of be am .

35

SIN

W

C4

L 49 E 00 BE x DR 37 O F1 00 O M C1 Q1 L1

00

22

2

.

G

1

5

16

77

0

88

5

S un ill h Lin finis eigh te he t: 9 l le d 0 ve flo 0M l : or M Bo le fr tto vel. om m of be am

SIN

W 12

28

S

1

17

00 40

30 22

C1

4

3

49 E 00 BE x DR 37 O F1 00 O M C1 Q1 L1

00

0

86

L1

0

0 77

0 77 00 10

1

70

70

GL

W

35

35

SIN

12

C8

88

5

S un ill h Lin finis eigh te he t: 9 l le d 0 ve flo 0M l : or M Bo le fr tto vel. om m S of un ill he be Lin finis igh am tel he t: 1 . lev d fl 20 el oo 0M : B r le M ott ve fro om l. m of be am .

D1

40

48

85

27

C1

49 E 00 BE x DR 37 O 00 O M Q1

74

0

4

F1

13

40 7

5

C1

V1

22

30

00

60

21 15

40 22

12

D2

.

GL

1

0

85

1:60 O P

SIN

W

C2 10

00

00

22

11

5

10

77

00

0

88

5

S un ill h Lin finis eigh te he t: 9 l le d 0 ve flo 0M l : or M Bo le fr tto vel. om m of be am

L

7

08

16

77

0

00

77

70

12

C1

35

49 E 00 BE x DR 37 O 00 O F1 M Q C1 1 L1

17

6

S un ill he Lin finis igh tel he t: 1 lev d fl 20 el oo 0M : B r le M ott ve fro om l. m of be am .

GL

1

63

70

SIN

W

S

40

77

00

0

10

9

400

19

Sill height: 900MM from unfinished floor level. Lintel level : Bottom of beam.

20

D1

22

C25

45

0

J K

C26

23 DOWN

24

C27

1:50

4

97

2

1

10

TREAD:600 RISER:150

50MM Ø Stainless steel pipe as handrail supported by 40MM x 80MM Stainless steel Box Section.

L

450

3777

450

C24

C23

C22

1779

5320

450

9

450

12676

M

N

P

Q

R B

27

3

C28

UP

53

C21

GROUND FLOOR PLAN

655

H

230 655

21

S

T

U

V

W

A'


F

NO F

ALL

ON

DETAIL AT B 1:5

DETAIL AT D

DETAIL AT C 1:5

DETAIL AT B 1:5

DO

D

1:5

DETAIL AT C

DETAIL AT D

1:5

AN AR

D

1:5

G

FO ENG

G

ALL C

INT

EXT

C

TH AR WIT

E B B

KE

1:25

FASTENERS EXTERIOR ALUMINIUM CAP

WEATHER SEALANT

FASTENERS EXTERIOR ALUMINIUM CAP

GLASS SEALANT

EXTERIOR ALUMINIUM CAP

GLASS SEALANT

FLASHING WEATHER SEALANT

GLASS

DETAIL AT A

WEATHER SEALANT

GLASS

1:25

DETAIL AT A 1:25

SETTING BLOCK

EXTERIOR ALUMINIUM CAP

FLASHING

GLASS

SETTING BLOCK

GLASS

WEATHER SEALANT

1

WEATHER SEALANT

FLASHING

FLASHING

A

WEATHER SEALANT

FINIS

WA NO.

FIXED GLASS

DETAIL AT E 1:5

DETAIL AT F 1:5

DETAIL AT E

1:5

DETAIL AT F

1:5

Q1

FIXED GLASS

DETAIL AT G

NO.

DETAIL AT G

1:5

CEIL C1

RCC BEAMS 200 MM x 300 MM

1:5

FLO

RCC BEAMS 200 MM x 300 MM

NO. F1 +13870

SKYLIGHT LEVEL

A

DOO +13870

NO.

SKYLIGHT LEVEL

PLAN FOR DETAIL AT A D1 1:50 PLAN FOR DETAI D2 1:50

A

WIN NO. ±11115 RCC COPING

D1 VATA LINTEL

D1

DRIP MOULD

1025

600

F1 Q1 C1 L3 RCC BEAM 230 x 450 MM

RCC BEAM

LINTEL LEVEL OR CHAJJA

+6840

SECOND FLOOR LEVEL

+6240

LINTEL LEVEL

+7740

600

EXHAUST FAN

F1 Q1 C1 L2

D1

V1

C1 L2

+3720

FIRST FLOOR LEVEL

+3120

LINTEL LEVEL 600

HALF BRICK THICK WALL

W2 CLOSET HINDWARE CLIPPER EWC WATER CAT NO. 92026 (79x41x72MM)

FINISHED FLOOR LEVEL TILES OVER F1 Q1 CONCRETE SCREED

D1

D1

F1 Q1 C1 L1

RCC SLAB 150 MM

RCC SLAB 150 MM

EXTERNAL WINDOW

GROUND LEVEL

SILL LEVEL

GROUND FLOOR LEVEL

±0.00

GROUND LEVEL

E

+600

SU

EXHAUST FAN

W D

RCC LINTEL 75MM

BATHROOM WALL TILES 600 x 300 MM

RCC COLUMN 230 x 450 MM

SH

V1

1:50

SE

I

I

I

VENTILATOR GLASS LOUVERS FINISHED FLOOR LEVEL TILES OVER CONCRETE SCREED

50 MM Ø STAINLESS STEEL PIPE AS HAND RAIL

VENTILATOR MARBLE FRAME

DOOR

S

FINISHED FLOOR LEVEL TILES OVER CONCRETE SCREED

N

HALF BRICK THICK WALL HINDWARE CLIPPER EWC WATER CLOSET CAT NO. 92026 (79x41x72MM)

N

S

S ONE BRICK THICK WALL

40 x 80 MM STAINLESS STEEL BOX SECTION

ONE BRICK THICK WALL WITH 12MM INTERNAL PLASTER AND 25MM EXTERNAL PLASTER.

N

S

100MM Ø SOIL PIPE SILL LEVEL SKIRTING 10MM

FINISHED FLOOR LEVEL

LINTEL VATA

I

BRICK BAT COBA (300MM)

I

I

RCC SLAB 150 MM

RCC SLAB 150 MM

DRIP MOULD

RCC SLAB 150 MM RCC BEAM 230 x 450 MM

RCC BEAM

LINTEL LEVEL OR CHAJJA

RCC LINTEL 75MM EXHAUST FAN

W1

EXTERNAL WINDOW

BATHROOM WALL TILES 600 x 300 MM

RCC COLUMN 230 x 450 MM

V1 VENTILATOR GLASS LOUVERS FINISHED FLOOR LEVEL TILES OVER CONCRETE SCREED

50 MM Ø STAINLESS STEEL PIPE AS HAND RAIL

VENTILATOR MARBLE FRAME

DOOR

100MM Ø SOIL PIPE SILL LEVEL ONE BRICK THICK WALL

40 x 80 MM STAINLESS STEEL BOX SECTION

SKIRTING 10MM

M

ST

±0.00

D

D

W1

CL

+1500

E

E

LINTEL LEVEL OR CHAJJA

SECTION AA' SECTION AA' 1:50

LINTEL LEVEL

GROUND FLOOR LEVEL

RCC BEAM 230 x 450 MM

RCC BEAM

+3120

+600

600

RCC SLAB 150 MM

DRIP MOULD

FIRST FLOOR LEVEL

SILL LEVEL

BRICK BAT COBA (300MM)

LINTEL VATA

PIL

+3720

+1500

600

D1

W2

DOUBLE BED ROOM FINISHED FLOOR LEVEL

C1 L1

900

D1

SILL LEVEL

1620

V1

ONE BRICK THICK WALL WITH 12MM INTERNAL D1 PLASTER AND 25MM EXTERNAL PLASTER.

RO TH

SILL LEVEL

900

ONE BRICK THICK WALL

DOUBLE BED ROOM D1

NO.

1620

V1

LINTEL LEVEL

+4620

SILL LEVEL 40 x 80 MM STAINLESS STEEL BOX SECTION

+6240

+4620

VENTILATOR MARBLE FRAME

DOOR

100MM Ø SOIL PIPE

SKIRTING 10MM

SECOND FLOOR LEVEL

VENTILATOR GLASS LOUVERS F1 Q1

D1 50 MM Ø STAINLESS STEEL PIPE AS HAND RAIL

+6840

900

D1

FINISHED FLOOR LEVEL TILES OVER CONCRETE SCREED

W2

DOUBLE BED ROOM

900

2100

D1

SILL LEVEL

1620

RCC COLUMN 230 x 450 MM

D1

V1

1620

W2

BATHROOM WALL TILES 600 x 300 MM

600

2100

EXTERNAL WINDOW

D1

LINTEL LEVEL

VEN NO.

REV

SILL LEVEL

RCC LINTEL 75MM

V1 DOUBLE BED ROOM

+9360

+7740

V1

W1

+10090 TERRACE LEVEL

1620

W2

DOUBLE BEDRCC ROOM SLAB 150 MM

RCC SLAB 150 MM

W2

900

F1 Q1 C1 L3

D1

900

D1

W2

BRICK BAT COBA (300MM) DOUBLE BED ROOM V1

RCC SLAB 150 MM

D1

LINTEL LEVEL

1620

V1

600

D1

+9360

FINISHED FLOOR LEVEL WITH WATER PROOFING

BRICK BAT COBA (300MM)

PARAPET LEVEL

+10090 TERRACE LEVEL

ONE BRICK THICK PARAPET WALL WITH 25MM EXTERNAL PLASTER.

FINISHED FLOOR LEVEL WITH WATER PROOFING

±11115

600

ONE BRICK THICK PARAPET WALL WITH 25MM EXTERNAL PLASTER.

W1

PARAPET LEVEL

1025

RCC COPING

FINISHED FLOOR LEVEL TILES OVER CONCRETE SCREED

ONE BRICK THICK WALL WITH 12MM INTERNAL PLASTER AND 25MM EXTERNAL PLASTER.

HALF BRICK THICK WALL HINDWARE CLIPPER EWC WATER CLOSET CAT NO. 92026 (79x41x72MM) FINISHED FLOOR LEVEL

150MM PCC (1:3:6)

GULLY TRAP LID

RUBBLE SOLING

100MM Ø SOIL PIPE INSPECTION CHAMBER (400 x 600 x 400 MM)

DPC 75 MM THICK

RUBBLE SOLING

PAVER BLOCKS

HARD MURUM

VATA

RCC PLINTH BEAM 230 x 450 MM

RCC PLINTH BEAM 230 x 450 MM

HARD MURUM

HARD MURUM RCC COLUMN 230 x 450 MM

RCC COLUMN 230 x 450 MM

RCC PEDESTAL FOOTING

RCC PEDESTAL FOOTING

150MM PCC (1:3:6)

150MM PCC (1:3:6)

RUBBLE SOLING

RUBBLE SOLING

HARD MURUM

HARD MURUM

STRIP SECTION A 1:20

STRIP SECTION B 1:20

STRIP SECTION C 1:20

28 A

N

D

O

A A

A

FO EN

IN

EX

TH A W

KE

1:2

1

W

FIN

Q1

NO

CE

C1

NO

FL

F1

NO

DO

D1

NO

D2

W

NO

W1

W2

VE

V1

NO

RE

NO

R T

P

M

C

S

S

W

S

S


------ ACADEMIC WORK (MODEL MAKING) ------

01 SPORTS THERAPY

29

02 MOTHER & CHILD


03 ART INSTITUTE

04 IUCAA

30


------ ARCHITECTURAL COMPETITIONS ------

05 MARSCEPTION

GALE CRATER, MARS

06 AQUATECTURE

ALUVA, KERALA

07 TAJ AMITY PAVILION

MUMBAI, MAHARASHTRA

31


32


33


34


35


36


37


38



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