Architecture portfolio-Anurag kumar by Anurag Kumar

Architecture portfolio Anurag kumar Selected works 2016-2021

27.12.1997 Date Of Birth

Male Gender Contact

Education

Bachelor Of Architecture Indo Global College Of Architecture,Mohali

+91-8968148977 E-mail

Curriculam Anurag Kumar Global College Of Architecture, Vitae Indo Mohali.

A Strong Believer In The Strenth Of Design And What It can Be Achieve Through The Process Of Space Making Coupled With Synthesis, Aimed At Humanizing Architecture At All Scale.

Indian Nationality

Ak1402087@gmail.com

www.linkedin.com/in/anurag77

Senior Secondry School Goethal’s Public School, Bhagalpur

Residential address

Secondry School M.S. High School

House no, 152-C, New Railway Colony,Barauni,Bihar.

Software Skills

Work Experience

Six Month Internship

Creative Consortium,Pnchkula

(Institutional And Commercial Projetcs)

English ,Hindi Language Passion Cricket Photography Sketching Reading

Academic

1. Amphibious House Muzaffarpur,Bihar

2. Hotel Punjab

3. Auditorium Punjab

Contents

Internship 4. Hospital

Shri Muktasar Sahib ( SDH Malout District )

Cocurricular

5.Architectural competition

Miscellaneoous

6.Photography,Art work and 3D Visualization 3

01. Amphibious House Project Type : Amphibious House (Architectural Thesis) Location : Muzaffatpur,Bihar. Site Area : 42000 sqm.

Natural disaster is seen in contemporary literature as consequential events that are set in motion by natural hazards resulting in loss of life, damage to existent infrastructure and destruction of housing. This project aims to offer guiding criteria for flood resilient housing recovery after natural disaster, with particular emphasis on permanent housing solutions. The design is focused on housing and resilient techniques used in vernacular house forms.The development of housing community by incorporating different modern materials.

The Rationale of the study

Floods are among the most disastrous natural calamities. The intergovernmental panel On climate change (ipcc) predicts that climate change is likely to cause an increase in flood Hazards in many areas of the world. Flood damage to agriculture, households, livelihoodsystems, infrastructure and public utilities amount each year, in addition to the loss of precious human and cattle life. The on-going loss of infrastructure, property, human life, crops, agricultural land, and livestock during floods results in huge personal and economic loss. Continuous damage to infrastructure and reduced access to health and social services makes it difficult for rural communities to get out of extreme poverty or have a new start

Flood Hazard map of Bihar

IRS satellite image showing the pre-flood situation in Bihar

IRS satellite image showing the flood situation in Bihar

Normal Southwest monsoon rainfall distribution

Annual Normal Rainfall distribution

Site Profile

Why Bihar ?

Bihar is india’s most floodprone state, with 76% population in the north bihar living under the recurring threat of flood devastation.About 73.06% Of bihar’s geographical area, ie 68,800 square kilometres (26,600 sq mi) out of 94,160 square kilometres (36,360 sq mi), is flood affected. The problem is particularly acute in north bihar, where almost 76% of the population--about 50 million people--lives under the constant threat of floods. Bihar is facing the impact of climate change, rainfall patterns here are getting Disturned. Rains come in bouts followed by long dry spells.

Site Plan

‘Bihar floods a political disaster not a natural one’

About the site

Shekhpur,muzaffarpur is located at 25°54′- 26°23′n and 84°53’ -85°45’e. It has an average elevation of 170 meters (557 feet). The geographical area of muzaffarpur is 317591 hectare. There are many important rivers around the district like bagmati, gandak, burhi gandak and lakhandeyee which leave a highly fertile land. The district has generally a humid climate except during summer which is rather Dry. The site plan consists of a thick alluvial mantle of drift origin overlying in most part. The soil is mainly young Loam rejuvenated every year by constant deposition of silt, clay and sand brought by different streams.

Platforms are aligned parallel to roads

Wind and wave

Wind

Site plan ( During flood )

Platforms are oriented towards sun set

Concept- Recreating Imagery

The basic human need for a person residing in flood prone area is to get a habitable space , means of earning/survival and to stay safe during flood based on which i have tried to achieve 3 strategies for the possible solution i.e, Protection,Production and Connection.

Concept Behind Floating

According to the archimedes’ principle, the upward force, the fluid subjects the object to, is the same as the weight of fluid volume misplaced by the object (impulse | = density of the fluid x volume of misplaced fluid x gravity’s acceleration). It has to be greater than the weight of the object on it (p = density of the object x volume of the object x gravity’s acceleration). As the volume of misplaced fluid is the same as the object’s submerged volume, the decisive factor in the calculations is the density. Summarizing, , the premise I (or dr) > p (or do) has to be verified.

Ptotection

Production

Connection

The concept of an amphibious house requires a buoyant foundation system.Used plastic barrels (drums) are easily found in bihar. They are used tostore industrial waste and other substances. As for the projects foundations , those with 208 ltr capacity have been used . They are cheap and durable and required no maintenance.

Stage describes the ideal stage of the structure where no Signs of flood is present then after house starts leaving its ideal stage to elevating stage.

In this stage the flood occurs and the process of Amphibious house initiates.

Water Character

Formal Aspect

Sructure

Comfort

Seakeeping

The plan of the House is rectilinear having a circulation along the length which connects the two zones of the unit . There are two zones in the project one part contains the served space which contains multipurpose and sleeping area and the other part houses the service which is wash , kitchen , toilet , cattle keeping area , attic and storage in both the levels . In between these two zones a courtyard is designed. The two zones are borderd by gardens each side with extended verandah . The whole platform is raised on columns that helps to raise at times of flooding . It changes its height as the water level goes up . The footings of those columns are strong enough to keep the unit stable upto 1.5 m high water level during flood . Entrance of the unit is provided with a ramp which ensures accesiibility of differently able people .

Unit 1

Unit 2

Unit 3

Community Centre

Unit 1 Attic Floor Plan

Unit 2 Ground Floor Plan

Unit 1 Ground Floor Plan

Unit 2 Ground Floor Plan

Plans

Unit 3 Attic Floor Plan

Unit 3 Ground Floor Plan

Drums

Floating structure elevation

Bamboo joints

Section

Materials

The preliminary design statement for the Amphibious Bamboo was for it to be a lightweight structure that retains the traditional style of housing.The structure is to be built mainly from bamboo, where it is abundan locally and can be easily treated for preservation. By examining the local housing types and traditional ways of living in Bihar, the structure is to be built on stilts for it to be able to withstand minor floods.

Diagram of the rainwater harvesting and storage sytems

Floating detail of pathway

The materials used in this project are all abased on vernacular architecture found around rural areas,with the expection of foundations plastic barrels.WOOVEN BAMBOO is used for façade of the house. Corrugated galvanized iron sheets are used for the roofing to further lighten the weight of the house. This material is lightweight, readily available, and a more durable alternative to thatch roofs.

Front Elevation Crops

Cow dung,compost

More hyacinth (Water lattuce) Bamboo rafters More hyacinth

Flood water/stagnant water

Top view of connected floating rafters

Floating garden

A flood resitient agriculture system, namely Hydroponics (or growing plants in water), has been given,to meet increasing demand vegetables during flood season.

• Hydroponics is an approach of soil less agriculture where water is considered as the basic medium of plant growth with inputs of nutrient into water. • In its simplest form, a fioating raft system for locally grown consists of a sheet of foam with holes cut in it for the net pots that will hold the plants

02. Hotel

Project Type : Hotel Location : Punjab Site Area :12140.57 sqm.

In the past, people travelled for business or pleasure,but today, they travel for both. Business travelers want the option of getting to know the area and sights in the towns and cities they visit, and need easy access to activities that they can fit in around their business schedule.

Punjab is a state in northern India. Forming part of the larger Punjab region of the Indian subcontinent, the state is bordered by the Indian states of Himachal Pradesh to the north and northeast, Haryana to the south and southeast, and Rajasthan to the southwest, by the Indian union territory of Chandigarh to the east, and by the region of Jammu and Kashmir administered by India as a union territory, to the north. It is also the site of some of his greatest architectural creations. The city has had far-reaching impact,ushering in a modern idiom of architecture and city planning all over Indi. It is as famous for its landscaping as for its architectural ambience.

PLACING THE BUILDING:

Form And Conceot

Wind Direction and Orientation- The Building is N-W Oriented.Maximum number of rooms donot experience the West Sun and wheever required reflective glass is used so as to reflect back maximum solar radiation. As the region experiences wind from N-W to S-E for most of the year, so placement of building properly fits according to wind direction. Swimming Pool in front so as to allow cool air to flow while kitchen and back of the house faces S-W.

The generic appearance of the building: the volumetry, form and shape of the building, captured in essence and not in detail is- as the floors increases the area of the upgoing floor decreases that is creating visual interest using levels. This levelling is done to give height to the building while also providing comon areas/ balconies for the guests onvarious floors Movement through the site: Types of roads(A) main access road: entry for guests. The road leads to both basement and surface parking. (B) exit road: direct exit after drop off (C) service road: for trucks and other service providing vehicle access from cbd’s service road. (D) staff road: entry and exit for staff. The road leads to both basement and surface parking. Access to the building: (A) guest entry: from drop off (B) service entry: located in back of the house (C) basement : for staff or guest parking . Site plan

O M

P ST

E C VI E R OR SE C

M O O

C VI

R SE

EC EL

G IN N OM IO O IT R D N NT O A C PL

R AI

PARKING 24 CARS

ER IL OM BO RO

E IL

U LA AC WAS H AR

AD M

ION

E SE

INES CH

AN INDI

ID E

E C VI R E SE OR C

K UP PIC OD N FO CTIO SE

ER E AT G W RA KS O AN T

C O R R ID O R

E AF

U Q

TOILET (F)

ON G- RATI N VE PA NO EPRE PR EA AR

OL CO

F AF ST

WAT

YS LE OL N TR CTIO SE

R FE

TION RA G- PA VE EPRE PR EA AR

N O

Y L DA ING AL OK CO

E VIC E R OR SE C

TOILET (M)

DISH

H IN

DIAN

ION

L O TR M N O O C RO

N IO

T N O ES FR FIC F O

L O TR M N O O C RO

ION

E C VI E R OR SE C

VE TI S U ICE EC FF EX O

E R

P P

C P

PARKING 22 CARS

L AL ) H T2 E C UE AN NQ TR (BA

PARKING 19 CARS

slope

- 1:10

Basement 1

Basement 2

r pa ng

ki ry

BUILDING

Area statement

(a) SURFACE PARKING: 65 GUESTS: 19 CARS BANQUET: 46

(b) BASEMENT PARKING: BASEMENT 1:- 25 CARS BASEMENT 2:- 50 CARS BASEMENT 3:- 75 CARS

slope - 1:10

TOTAL= 20,283.76 sq.m. TOTAL SITE AREA= 12140.57 sq.m. THEREFORE, FAR= 1.67 GROUND FLOOR: 2801.05 sq.m. 1ST FLOOR : 3400.8 sq.m. 2ND FLOOR : 1588.6 sq.m. SERVICE+3rd+4th : 1597 x 3= 4791 sq.m. 5th + 6th FLOOR : 1261 x 2= 2522 sq.m. 7th + 8th FLOOR : 1093 x 2= 2186 sq.m. 9th to 12th FLOOR : 757 x 4 = 3028 sq.m.

PARKING: 2 TYPES OF PARKING-

t en

Ground floor

Ramp detail

service and staff entry

DIS

E VIC E R OR SE C

ET IL

TE WA

A N U

M O O R

C KIT

PR N G- RATIO N VE PA NO EPRE PR EA AR

OL R CO

N TIO RA G- PA VE EPRE PR EA AR

EA AR

SH H WA

Y L DA ING AL OK CO

E VIC E R OR SE C

E C VI E R OR SE C

YM G

SE K UP PIC OD FO CTION SE

EC EX

ION

AL M

S R KE C

IAN IND

E TIV

M O O

AL M

IAN H IND UT SO CTION SE

YS LE OL TR CTION SE

AN O

T N

E TIV U EC EX

E sa py ruo CE

N TD

B EL

4 3

AIL KT C

O C

R BA

O R

C IS D

VIC

E VIC E R OR SE C SE U G O H PIN E KE

IN EP

SE G

SE U O

E TIV U

O O R

LC BA

Y N O

TIV

E M O O

.U Y N O

E VIC R E SE OR C

M O

TIV

EC EX

VIC

LC BA

N O LC BA

. .

A.H BA

M O O R

L O TR M N O O C RO

U O H

BE MA D STE R O R O M

E E VIC R E SE OR C

A.H

E C VI R E SE OR C

E R O C

MP 6X

VIC E

R SE M O

A.H Y N O

R E

O U LIQ

R SE VIC

Ninth to twelfth floor Seventh & Eight floor Floor plans

TIV

R U

. .U

O M

A.H

S C ER O V R IC E E

S C ER O V R IC E E O O R E

N O LC

EC U

TIV

Fifth & Sixth floor Fourth floor

EX EX

Y N

M O O

LC BA

O O R E R

TIV E

EC U EC

TIV

O H

G IN EP KE

U O H

IO AT

R C VIC O E R E

VIC

R SE

ION

Third floor Second floor Fisrt floor Basement 3

CT SE SE

R SE TR SE OLLE CT YS ION

EA AR INE

N CH

G BE UE D ST R O O M

Front elevation

Rear elevation

Left side elevation

Right side elevation

Layout plan of a Presidential suit Area- 90 sqm.

Layout plan of an Executive room Area- 60 sqm.

Section xx’

Layout plan of Deluxe room Area- 36 sqm.

03. Auditorium

Project Type : Auditorium Location : Punjab Site Area :50002 sqm.

Auditorium, a design that canvary in different aspects based upon the crowd that gathers,the function of the place and the amount of intecllectual happenings that abide within the structure.

This project involves detailed design and planning, including careful reflection of all the possible uses of the space as well as practical planning elements which consider legal health and safety requirements, capacity, ease of access, corporate branding, lighting, ventilation, air quality and comfort.

This Auditorium holds the capacity of 700 people in which ground floor consists of exhibition hall and auditorium and fisrt floor the same excluding ehhibition area. Jali work is used on the front facade of the auditorium for better light and ventilation.

Site plan

EXIT

GREEN ROOM 3.5X4.5M

LVL +1700MM

STORE ROOM 3X6M

EXIT

GENTS TOILET

LADIES TOILET

SWINGS

GREEN ROOM 3.5X4.5M

BACK STAGE

GREEN ROOM 3.5X4.5M

LVL +425MM

STAGE 22MX8.5M

ORCHESTRA PIT LVL -125MM

LVL -575MM

LVL +150MM

LVL +3200MM

LVL +2300MM

LVL +1425MM

LVL +375MM

32MX30M

GREEN ROOM 3.5X4.5M

Plinth lvl + 300

GREEN ROOM GREEN ROOM 3.5X4.5M 3.5X4.5M

First floor lvl + 3800 UP

VIP ROOM 8.5X4.5M

2.5X2.5M

PANTRY 3X6M

Second floor lvl + 7300 UP

EXIT

GENTS TOILET

LADIES TOILET

EXIT

GENTS TOILET

DOWN

GREEN ROOM 3.5X4.5M

LVL +1700MM

STORE ROOM 3X6M

Second floor lvl + 7300 LADIES TOILET

First floor lvl + 3800

GREEN ROOM 3.5X4.5M

BACK STAGE

TRANSITION SPACE

VIP ROOM 8.5X4.5M

2.5X2.5M

Second floor lvl + 7300 ENTRY

GREEN ROOM 3.5X4.5M

LVL +425MM

STAGE 22MX8.5M

ORCHESTRA PIT LVL +50MM

LVL -375MM

35MX12M

PROJECTOR ROOM 10X3M

LVL +3200MM

LVL +2500MM

LVL +1625MM

LVL +575MM

32MX30M

GREEN ROOM GREEN ROOM 3.5X4.5M 3.5X4.5M

SWINGS

TRANSITION SPACE 3X3M

ENTRY

LVL +3200MM

UP LVL ±0

PANTRY 3X6M

First floor lvl + 3800 EXIT

LADIES TOILET

GENTS TOILET

Plinth lvl + 300

Right side elevation Plinth lvl + 300

Left side elevation Ground floor

Front elevation LVL ±0

First floor lvl + 3800 Plinth lvl + 300

Section First floor

Second floor lvl + 7300

04. Internship work Project Type : Hospital Location : Shri Muktasar Sahib ( SDH Malout District ) Site Area :6795 sq.ft.

During my internship period ,I have learnt and experienced most about hospital designing and working drawings,including others detailed drawings related with the project.

The drawings of the project presented here in shows the GFC of a 25 bedded hospital at Malout . It was a government project of a civil hospital.

135'-9'' 5'-0"

PROPOSED NEW PARKING 50'X55' 20' WIDE ROAD LVL ± 43'-3''

45'-9"

EXISTING RESIDENCE

CAR PARKING

LVL ± 49'-6''

UNDER GROUND WATER STORAGE TANK +PUMP ROOM AND SPACE FOR ELECTRICAL PANEL SUB STATION 42'X56'

LVL ± 37'-9''

ELECTRICAL PANEL ROOM

PUMP ROOM

39'-3"

105'

CAR PARKING

LVL ± 44'-0''

W A L L

SCOOTER PARKING

20' WIDE ROAD

CAR PARKING

CONNECTION TO OLD BLOCK

B O U N D A R Y

20' WIDE ROAD

M A I N R O A D

EXISTING PARKING

MAIN DOUBLE STOREY HOSPITAL BLOCK PROPOSED NEW PARKING 60'X15'

Site plan

PROPOSED NEW PARKING 34'X15'

EXISTING ROAD AS PER SITE

EXISTING PARKING

135'-9"

11' C1

PROJECTION AT FIRST FLOOR 4'-9" WIDE

2 1

W9 1,DUCT 6'-6"X10 12"

WC 5'-0"x3'-112"

REGISTRATION COUNTER 6'-0"x8'-6"

C1 W2

W9 W9 1,DUCT 6'-6"X10 21"

6'-6" C1

33 4"

W9 1,DUCT 6'-6"X10 21"

1'-3" WIDE PROJECTION UP

1" 9'-42

MCH 12'-121"x8'-9"

GAS STATION 16'-6"X25'721"

C3 D'

C1 W9

LVL+1'-0"

2,DUCT 5'-121"X10 12"

9" WIDE SPACE FOR PLANTERS

UP R-6" T-1'-0"

2'-9"

UP R-6" T-1'-0"

PROJECTION AT FIRST FLOOR 4'-9" WIDE

EMERGENCY ENTRANCE

RAMP UP

3"Ø R.C.C GOLA TB2

2 1

1'1' 4'-9"

1" 4'-72 1" 5'-72

TOILET 3'-6"X5'-0"

TERRACE FLOOR Lvl.+37'-9"

LEDGE WALL UPTO 4'

GYNAE OPD 12'-121"x11'-421"

PASSAGE 10'-421" WIDE 1" 15'-12

GLASS PARTITION ABOVE COUNTER COUNTER HEIGHT 3'-6" FROM FFL

D4 TOILET 3'-6"X5'-0"

1" 6'-12

10'

1" 25'-72

WAITING AREA 10'-9"x8'-1021" 6'

BATH 5'-0"x4'-0"

1'-3" WIDE PROJECTION

1" 72

WARD 10'-412"x16'712"

WARD 10'-412"x17'-0"

UP R-6" T-1'-0"

1" 4'-12

LVL+1'-0"

1" 42

RAMP UP 1:10 SLOPE

WC 5'-0"x3'-112"

PARTICAL BOARD PACKING IN FRONT OF WINDOW

W2 W9 W9 1,DUCT 6'-6"X10 21"

PAEDIATRICS OPD 12'-121"x11'-0"

4,ELEC. DUCT 2'-3"X2'-0"

23 4"

1" 5'-72 C3

LEDGE WALL UPTO 4'

5'-0"

W - 4'-6" T - 1'-0" R - 6"

LOBBY

1'-6"

4 12" THICK. & 3'-0" HIGH RCC PARAPET WALL

PROJECTION OF FIRST FLOOR RAMP

SECOND FLOOR Lvl.+25'-6"

412"x1'-6" R.C.C TIE BEAM FB2

ENTRANCE TO OPD

D4 INTERNAL WC WALL UPTO 7'-0" HIGH

SHE TOILET 11'-3"X17'-0"

DRINKING C2

PRIVATE WARD 10'-421"X17'-0"

1" 2'-12

PAEDIATRICS WARD 33'-721"x17'-0"

FIRE DUCT UP 1'-721"x2'-9"

1" 1'-102

W - 4'-6" T - 1'-0" R - 6"

PRIVATE WARD 10'-1021"X17'-0"

C1 V1

W9 W9 1,DUCT 6'-6"X10 21"

1'-9"

C1 V3

W4 W9 1,DUCT 6'-6"X10 21"

1'-3" WIDE PROJECTION

1" 42

First floor

STORE 5'-0"X6'-9"

TOILET 4'-421"X6'-9"

1" 1'-42

WAITING 10'-421"x8'-121"

STORE 10'-421"x8'-1021"

C1 W4

TOILET 4'-421"X6'-9"

1" 34'-102

FEEDING ROOM 11'-0"x8'-1021"

3'-6"

W2 1'-3" WIDE PROJECTION

C1 W2

W9 W9 1,DUCT 6'-6"X10 12"

PROCEDURE ROOM 11'-0"x7'-9"

W9 1,DUCT 6'-6"X10 12"

1" 72

C1 W2

C1 W

10' OPEN TO SKY

WARD 33'-721"x17'-0"

NURSE STATION 10'-3"X9'-9"

DOCTOR'S ROOM 10'-421"X9'-1021"

TOILET TOILET 5'-1021"X9'-9" 5'-421"X9'-9"

1" 3'-102

5'-9"

RAMP UP

ELEC DUCT 2'-3"X2'-0"

2,DUCT 5'-112"X10 12"

W 1'-3" WIDE PROJECTION

GB2

4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

FIRST FLOOR Lvl.+13'-6"

412"x1'-6" R.C.C TIE BEAM 112" THICK VITRIFIED TIILES ON 112" THICK P.C.C 6" THICK R.C.C SLAB

4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

1" 42

1" 5'-72

6'-6"

1'-9"

PANTRY 5'-421"X6'-1021"

1" 1'-72

1" 42

8'-3"

PANTRY 5'-1012"X6'-1021"

1" 6'-42

1" 3'-102 4'-3"

BATH 4'-412"X5'-0"

BATH 4'-421"X5'-0"

WC 3'-6"X5'-0"

JANITOR

6'-9"

50'

LIFT 6'-0"X8'-0"

PRIVATE WARD 10'-0"X17'-0"

WC 3'-6"X5'-0"

DIRTY

WC 3'-6"X5'-0"

6'-6"X10 21"

1" 1'-102

10'-9"

UTILITY 3'-9"x8'-412"

1" 6'-42

112" THICK VITRIFIED TIILES ON 112" THICK P.C.C 6" THICK R.C.C SLAB M.S GRILL DESIGN

10'-3"

4,DUCT W9 3'-0"X1021"

7 7' 8 8'

PANTRY 5'-0"X7'-1021"

PRIVATE WARD 10'-421"X17'-0"

TOILET 5'-6"X7'-1021"

10'-9"1,DUCT

1'-3" WIDE PROJECTION

1" 1'-102

10'-9"

N N'

PLINTH LEVEL (Lvl.+1'-6") MADE UP LVL+6" NGL (±0)

M.S GRILL DESIGN

1'-6"

STORE 5'-1021"x17'-0"

1 2

10'-9"

1" 3'-102 9'

7" 6'-416

1'-3" WIDE PROJECTION

10'-9"

5'-9" WIDE RAMP SLOP 1:10

TOILET 5'-0"X8'-9"

10'-9" 1,DUCT 6'-6"X10 " B W9

1" 42

10'-9"

1" 42

6'-6"

3,DUCT

6'-9" " A'

1 W9 3'-0"X10 2

2' 3

3'-6"

1'-3" WIDE PROJECTION

1" 8'-102

41" 9" 2

6'-6"X10 12" W9

C' 4'-6"

12'

1" 7'-102

1 2

10'-9"1,DUCT

1'-9"

1" 42

2'-9"

A' A

135'-9"

12' 9" 10'-3"

MADE UP LVL+6"

Ground floor

121" TH. TILE TERRACING 3" TH. MUD PHUSKA BITUMEN MEMBRANE 6" TH. R.C.C SLAB DUCT 1'-3" WIDE M.S GRILL DESIGN

1" 3'-102 2'

WARD 10'-412"x17'-0"

TROLLEY BAY 11'-1021"x9'-721" 1" 11'-102

DW1

9" WIDE SPACE FOR PLANTERS

DISPENSARY 10'-421"x6'-6"

STORE 4'-121"x11'-3"

TOILET 10'-412"x17'

GLASS PARTITION

WAITING 11'-0"x25'-721"

REGISTRATION 5'-1012"x9'-1012"

C1 W6

12' 9" 10'-3"

1" 1'-72

NURSE STATION 11'-6"x7'-0"

1" 9'-72

STORE 4'-6"x9'-1012"

W7 D2

7'-9" D2

HANDICAPED 4'-9"x7'-0"

1" 7'-12

D2 20

8'-3"

FIRE DUCT 1'-721"x2'-9"

GLASS PARTITION ABOVE COUNTER

DOCTOR'S ROOM 10'-421"x10'-0"

INTERNAL WC & HANDICAP TOILET WALL UPTO 7'-0" HIGH

1" 10'-42

TOILET 3'-6"X5'-9"

SMO 12'-112"x10'-9"

DUCT TERRACE Lvl.+42'-6"

4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

DRESSING ROOM 10'-421"x6'-6"

1" 42

6'-6"

1" 42 1" 5'-12

10'-9"

ULTRA SOUND 10'-4 1/2"x10'-3"

16 11

1" 5'-42

3'-9"

1" 5'-12

1" 6'-42

1 STORE 1'-102"

10'-0"x5'-421"

HE TOILET 9'-112"x17'-0"

1'-3"

TOILET 5'-0"x5'-0"

SHE TOILET 11'-3"X17'-0"

DRINKING

10'-9" 1,DUCT

N N'

TOILET 4'-712"x5'-0"

OWC 3'-9"X5'-0"

INTERNAL WC WALL UPTO 7'-0" HIGH

WC 5'-0"X3'-6"

1" 4'-102

WC 3'-421"X5'-0"

10'-0"

MINOR OT/ LABOUR ROOM 10'-0"x17'-0"

WC 3'-412"X5'-0"

10'-9"

LIFT 6'-0"X8'-0"

10'-9"

1'-6"

1'-9" 7'

NURSE STATION 5'-3"x8'-0"

1" 6'-42

6'-6"X10 12"

1" 1'-102

TOILET 3'-9"X8'-0"

10'-9"

1 2

W3 C1

3'-3"

1" 3'-102 4'-3"

3'-6"

TOILET TOILET 1 5'-6"X7'-1021" 5'-0"X7'-102"

10'-9" 1,DUCT 6'-6"X10 " B W9

INTERNAL WC WALL UPTO 7'-0" HIGH

1" 7'-102

10'-9" 1'-3" WIDE PROJECTION

6'-9"

50'

6'-9" A'

V2 C1

7'-9"

EMERGENCY

7 7' 8 8'

3,DUCT 1 W9 3'-0"X10 2"

8' C1

6'-3"

16'-9" WARD

4,DUCT W9 3'-0"X1021"

10'-6"

1" 25'-72

1'-3" WIDE PROJECTION

22'-0"x17'-0"

4'-6"

12'

6'-6"X10 12" W9

2' 3

2'-9"

10'-9"1,DUCT

41" 9" 2

1 2

1" 3'-102

1" 42

5'-9" WIDE RAMP SLOP 1:10

A' A

PB2

112" THICK VITRIFIED TIILES ON 112" THICK P.C.C 6" THICK R.C.C SLAB

B' 4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

Section Through duct

DUCT SECTION 135'-9"

6'-9"

GLASS PARTITION ABOVE COUNTER COUNTER HEIGHT 3'-6" FROM FFL

1" 3'-102 4'-3"

7 7' 8 8'

1" 1'-72

1" 6'-42

MINOR OT 10'-412"X16'-3"

NURSE STATION 1 5'-102" X10'-1021"

STORE 5'-421"X10'-1021"

TOILET 4'-421"X6'-9"

TOILET 3'-921"X6'-0"

C1 V1

TOILET 4'-421"X6'-9"

PRE-OPERATIVE 10'-412"X9'-1012"

PREPARATION ROOM 10'-412"X9'-1012"

PASSIVE LABOUR ROOM 10'-412"X9'-1012"

W9 1,DUCT 6'-6"X10 21"

C3 4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

D4 TOILET 4'-0"X6'-9"

SECOND FLOOR Lvl.+25'-6"

1'-3" WIDE PROJECTION

1" 42

4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

135'-9"

12'

4'-6"

6'-9" A'

3,DUCT 3'-0"X10 12"

10'-9"

10'-9" B

1,DUCT 6'-6"X10 21"

10'-9"

1" 3'-102 9'

10'-9"

1,DUCT 6'-6"X10 21"

FIRE FIGHTING WATER TANK 10'-0"x15'-1021"x6'-0"

MACHINE ROOM

SOLAR PANEL C2

C2 C2

N N'

FIRE DUCT 1'-721"x2'-421"

10'-9"

6'-6"

4'-9" WIDE PROJECTION

W - 4'-6" T - 1'-0" R - 6"

ELEC. DUCT 2'-3''x2'-0''

OPEN TO SKY

NGL (±0)

KHURRA 1'-6"x1'-6"

1,DUCT 6'-6"X10 21"

1" 42

Terrace floor

KHURRA 1'-6"x1'-6"

1,DUCT 6'-6"X10 21"

1,DUCT 6'-6"X10 12"

112" THICK VITRIFIED TIILES ON 112" THICK P.C.C 6" THICK R.C.C SLAB

2' KHURRA 1'-6"x1'-6"

1,DUCT 6'-6"X10 21"

KHURRA 1'-6"x1'-6"

2,DUCT 5'-121"X10 12"

(Lvl.-5'-3")

1'-9"

1" 1'-72

KHURRA 1'-6"x1'-6"

GB2

PLINTH LEVEL (Lvl.+1'-6")

1" 6'-42

7 7' 8 8'

112" THICK VITRIFIED TIILES ON 112" THICK P.C.C 6" THICK R.C.C SLAB

TERRACE LVL + 37'-9"

6'-9"

FIRST FLOOR Lvl.+13'-6"

5' 6

FB2

1" 42

KHURRA 1'-6"x1'-6"

3'-6'' HIGH PARAPET BRICK WALL

1" 3'-102 4'-3"

50'

1" 6'-42

3'-6'' HIGH PARAPET BRICK WALL

KHURRA 1'-6"x1'-6" 63

KHURRA 1'-6"x1'-6"

2' 3

KHURRA 1'-6"x1'-6"

3'-6'' HIGH PARAPET BRICK WALL

1,DUCT 6'-6"X10 21"

1" 7'-102

1 2

10'-9"

1'-9"

41" 9" 2

1" 42

Second floor A' A

121" TH. TILE TERRACING 3" TH. MUD PHUSKA BITUMEN MEMBRANE 6" TH. R.C.C SLAB

2,DUCT 5'-121"X10 12"

TB2

1'-3" WIDE PROJECTION

RAMP DOWN

W3 1'-3" WIDE PROJECTION

ACTIVE LABOUR ROOM 12'-0"X9'-1012"

TOILET 4'-0"X6'-9"

3"Ø R.C.C GOLA

TERRACE FLOOR Lvl.+37'-9"

TOILET 4'-412"X6'-9"

GLASS PARTITION ABOVE COUNTER COUNTER HEIGHT 3'-6" FROM FFL

D4 TOILET 3'-9"X6'-9"

C1 D5

W9 W9 1,DUCT 6'-6"X10 21"

1'-3" WIDE PROJECTION

ELEC DUCT 2'-3"X2'-0"

4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

DIRTY UTILITY 6'-0"x4'-3"

TOILET 3'-9"X6'-9"

SEPTIC DELIVERY 9'-721"X17'-0"

NURSE STATION 6'-9"x12'-3"

3'-6" 1' 1'

1" 102

SEPTIC OT 10'-0"X17'-0"

STORE 6'-0"x5'-0"

1" 4'-12

W10 W9 1,DUCT 6'-6"X10 21"

1'-3" WIDE PROJECTION

STORE 5'-421"X6'-9"

CHANGING ROOM 5'-721"X6'-9"

POST OPERATIVE 10'-412"X9'-1012"

1" 2'-42

CHANGING ROOM 6'-9"X6'-9"

W9 W9 1,DUCT 6'-6"X10 21"

1" 1'-72

NURSE STATION 10'-412"X10'-3"

ANESTHESIST 10'-421"X9'-1021"

1'-9"

W - 4'-6" T - 1'-0" R - 6"

GYNACOLOGIST 10'-1012"X9'-1012"

5'-9"

5' 6

GLASS PARTITION ABOVE COUNTER COUNTER HEIGHT 3'-6" FROM FFL

C1 TOILET 6'-9"x4'-0"

6'-6" 4 21" THICK. & 3'-0" HIGH RCC PARAPET WALL

FIRE DUCT 1'-721"x2'-9"

SCRUB

AUTOCLAVE 6'-0"x7'-0"

1" 3'-42

4,DUCT 3'-0"X1021"

C1 D3

10'-9"

COPING

1" 42

12'-3" 9" 10'-3"

1" 7'-102 1'-9" 7'

D2 GLASS PARTITION ABOVE COUNTER COUNTER HEIGHT 3'-6" FROM FFL

1" 6'-42

PECO 10'-0"x16'-3"

NICO 10'-421"x17'-0"

LIFT 6'-0"X8'-0"

TOILET 3'-9"X8'-0"

1" 2'-72

1" 1'-102

NURSE STATION 10'-412"x9'-712"

OT 22'-0"X17'-0"

10'-9"1,DUCT

N N'

6'-6"X10 12"

1" 3'-102 9'

W10

1" 1'-102

10'-9"

1'-9"

10'-9"

12' 9" 10'-3" 1'

10'-9"

1 2

12' 10'-3"

3'-6"

10'-9" 1,DUCT 6'-6"X10 " B W9

FEEDING ROOM 10'-1012"X7'-112"

4 50'

10'-9" 1'-3" WIDE PROJECTION

2' 3

6'-9" A'

1" 1'-12

1 2

3,DUCT 3'-0"X10 21"

4'-6"

12'

6'-6"X10 21" W9

1" 7'-616

10'-9"1,DUCT

41" 9" 2

1" 42

1" 3'-12

A' A

112" THICK VITRIFIED TIILES ON 112" THICK P.C.C 4" THICK STITCH SLAB 3" THICK P.C.C 6" THICK P.C.C RAMMED EARTH

Typical section of floor

MUMTY TERRACE Lvl.+49'-6"

PROJECTION Lvl+1'-3"

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl+

W10

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl±0" PROJECTION Lvl+1'-3"

PROJECTION Lvl+1'-3"

UNISTONE TILE ON 1/2'' TH. PLASTER 3'-6" HIGH PARAPET WALL

3'-6" HIGH PARAPET WALL

26'-412"

Lvl±0"

Lvl+5'-6"

Lvl±0"

PROJECTION Lvl+1'-3"

3'-6" HIGH PARAPET WALL

PROJECTION Lvl+1'-3"

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl +1'-3"

Lvl±0"

Lvl +1'-3"

PROJECTION Lvl+1'-3"

11'-3"

PROJECTION Lvl+1'-3"

ACRYLIC SMOOTH PROJECTION EXTERIOR PAINT Lvl+1'-3"

Lvl +1'-3"

ACRYLIC SMOOTH EXTERIOR PAINT PROJECTION Lvl+1'-3"

3'-0" HIGHT PARAPET WALL

ACRYLIC SMOOTH EXTERIOR PAINT PROJECTION Lvl+1'-3"

Lvl+5'-6"

Lvl±0"

PROJECTION Lvl+1'-3"

3'-0" HIGHT PARAPET WALL

Lvl±0" PROJECTION Lvl+1'-3"

Lvl+5'-6"

11'-3"

W6 W2

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl±0"

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl±0"

PROJECTION Lvl+1'-3"

11'-3" 9" 11'-3"

Lvl-9"

Lvl-16'-712"

REAR ELEVATION Rear elevation

Lvl±0"

PROJECTION Lvl+1'-3"

Lvl±0" Lvl±0"

Lvl±0"

Lvl±0" PROJECTION Lvl+1'-3"

Lvl +1'-3"

Lvl±0" Lvl±0"

Lvl±0"

PROJECTION Lvl+1'-3"

ACRYLIC SMOOTH EXTERIOR PAINT PROJECTION Lvl+1'-3"

Lvl±0" ACRYLIC SMOOTH EXTERIOR PAINT

PROJECTION Lvl+1'-3"

Lvl±0"

Lvl +1'-3"

PROJECTION Lvl+1'-3"

Lvl±0"

PROJECTION Lvl+1'-3"

Lvl +1'-3"

PROJECTION Lvl+1'-3"

Lvl±0"

11'-3" MADE UP LVL+6"

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl±0"

3'-6" HIGH PARAPET WALL

Lvl±0"

Lvl±0" Lvl±0"

Lvl-9"

3'-0" HIGHT PARAPET WALL

PLINTH LEVEL (Lvl.+1'-6")

Lvl +1'-3"

3'-0" HIGHT PARAPET WALL

Lvl-16'-712"

UNISTONE TILE ON 1/2'' TH. PLASTER

Lvl±0"

PROJECTION Lvl+1'-3"

Lvl±0"

Lvl-±0''

3'-6" HIGH PARAPET WALL

PROJECTION Lvl+1'-3"

Lvl±0"

UNISTONE TILE ON 1/2'' TH. PLASTER

3'-6" HIGH PARAPET WALL

Lvl±0"

3'-0" HIGHT PARAPET WALL

12MM V-SHAPED GROOVE IN PLASTER

3'-6" HIGH PARAPET WALL

PROJECTION Lvl+1'-3"

FIRST FLOOR Lvl.+13'-6"

5'-9" WIDE RAMP (SLOPE 1:10)

Lvl±0"

12MM V-SHAPED GROOVE IN PLASTER

UNISTONE TILE ON 1/2'' TH. PLASTER 3'-6" HIGH PARAPET WALL

Lvl-9"

ACRYLIC SMOOTH EXTERIOR PAINT

W10

SECOND FLOOR Lvl.+25'-6"

DW1

3'-6" HIGH PARAPET WALL

Front elevation

MUMTY TERRACE Lvl.+49'-6"

TERRACE FLOOR Lvl.+37'-9"

Lvl±0"

PLINTH LEVEL (Lvl.+1'-6") MADE UP LVL+6"

ACRYLIC SMOOTH EXTERIOR PAINT

3'-0" HIGHT PARAPET WALL

FIRST FLOOR Lvl.+13'-6"

Lvl+

26'-412"

Lvl±0"

SECOND FLOOR Lvl.+25'-6"

3'-6" HIGH PARAPET WALL

Lvl+ 26'-412"

UNISTONE TILE ON 1/2'' TH. PLASTER

UNISTONE TILE ON 1/2'' TH. PLASTER 3'-6" HIGH PARAPET WALL

Lvl±0"

11'-3"

TERRACE FLOOR Lvl.+37'-9"

1'-0"

3'-6" HIGH PARAPET WALL

UNISTONE TILE ON 1/2'' TH. PLASTER

PROJECTION Lvl+1'-3"

Lvl±0" PROJECTION Lvl+1'-3"

W ACRYLIC SMOOTH EXTERIOR PAINT

Lvl±0"

Lvl±0" Lvl±0"

Lvl±0"

9" THK & 9" HIGH TOE WALL

UNISTONE TILE ON 1/2'' TH. PLASTER

TB2

GLASS PARTITION

TB2

NURSE STATION

CORRIDOR (8'-3'' WIDE)

1'-3" WIDE PROJECTION

STORE

6" THICK R.C.C SLAB 112" THICK VITRIFIED TIILES ON 112" THICK P.C.C

3'-6"

SECOND FLOOR Lvl.+25'-6"

FB2

1'-3" WIDE PROJECTION

NURSE STATION

CORRIDOR (8'-3'' WIDE)

SHE TOILET

FB2

FB1

INTERNAL WC WALL UPTO 7'-0" HIGH

12' 10'-3"

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl±0"

NURSE STATION

ACRYLIC SMOOTH EXTERIOR PAINT

TB1

3"Ø R.C.C GOLA

STORE

6" THICK R.C.C SLAB 112" THICK VITRIFIED TIILES ON 112" THICK P.C.C

12' 10'-3" NGL (±0)

1'-9" 12'-3" 9" 10'-3"

4'-9" WIDE PROJECTION

NGL (±0)

12MM V-SHAPED GROOVE IN PLASTER

PLINTH LEVEL+1'-6"

Right side elevation

Lvl-17'-3"

MADE UP LVL+6" (Lvl.-5'-3")

CHANGING ROOM

GYNACOLOGIST

FB1

FB2

GB2

GB1

TROLLEY BAY

4'-9"

CORRIDOR (8'-3'' WIDE)

W E L L

3'-6"

CORRIDOR (8'-3'' WIDE)

FB1

PANTRY

FIRST FLOOR Lvl.+13'-6"

PLINTH LEVEL (Lvl.+1'-6")

ACRYLIC SMOOTH EXTERIOR PAINT

L I F T

TB1

GB1

CORRIDOR (8'-3'' WIDE)

NURSE STATION

TB2

FB2 PANTRY

112" THICK VITRIFIED TIILES ON 112" THICK P.C.C

1'-3" WIDE PROJECTION 3" THICK P.C.C 4" THICK STITCH SLAB AS/DETAIL 112" THICK VITRIFIED TILES ON 112" THICK P.C.C

PB2

1'-9"

Section AT BB’

1'-3" WIDE PROJECTION 6" THICK R.C.C SLAB

TOILET

PLINTH PROTECTION WALL

DEPTH 5'-9"

RAMMED EARTH

GB2

PB1

PB2

6" THICK R.C.C SLAB 112" THICK VITRIFIED TIILES ON 112" THICK P.C.C

1'-3" WIDE PROJECTION

FEEDING ROOM

3'-6"

TB1

3"Ø R.C.C GOLA

RAFT REINFORCEMENT

3'-6" 1' 1'

TB2

9" 11'

3"Ø R.C.C GOLA

COPING

Lvl-17'-3"

4'' TH. MACHINE ROOM SLAB WITH MESH REINF.

6" TH. R.C.C SLAB BITUMEN MEMBRANE 3" TH. MUD PHUSKA 121" TH. TILE TERRACING

3'-6"

Lvl-23'-7 1/2"

9" THK & 9" HIGH TOE WALL

PRIVATE WARD

12' 9" 10'-3" 1'

3'-0" HIGHT PARAPET WALL

ACRYLIC SMOOTH EXTERIOR PAINT

1'-3" WIDE PROJECTION

12' 10'-3"

ACRYLIC SMOOTH EXTERIOR PAINT

SECOND FLOOR Lvl.+25'-6"

ACRYLIC SMOOTH EXTERIOR PAINT

Lvl±0

11'-3"

Section AT AA’

Lvl±0

Lvl-17'-3"

Lvl±0

MADE UP LVL+6"

6" THICK P.C.C

1'-9"

ACRYLIC SMOOTH EXTERIOR PAINT

11'-3" FIRST FLOOR Lvl.+13'-6"

3'-0" HIGHT PARAPET WALL

11'-3"

SECOND FLOOR Lvl.+25'-6"

Lvl-23'-7 1/2"

ACRYLIC SMOOTH EXTERIOR PAINT

PB2

PB1

RAMMED EARTH

TERRACE FLOOR Lvl.+37'-9"

Lvl-23'-7 1/2"

4" THICK STITCH SLAB AS/DETAIL 112" THICK VITRIFIED TILES ON 112" THICK P.C.C

PLINTH PROTECTION WALL

1'-3" WIDE PROJECTION Lvl-23'-7 1/2"

COPING

Lvl-58'-0"

3'-6" HIGHT PARAPET WALL

3" THICK P.C.C D4

PB1

PB2

12MM V-SHAPED GROOVE IN PLASTER

TERRACE FLOOR Lvl.+37'-9"

3'-6" HIGHT PARAPET WALL

1'-3" WIDE PROJECTION

CORRIDOR (8'-3'' WIDE)

(Lvl.-5'-3")

Left side elevation

SHE TOILET

PLINTH LEVEL (Lvl.+1'-6")

MADE UP LVL+6"

GB2

INTERNAL WC WALL UPTO 7'-0" HIGH

12MM V-SHAPED GROOVE IN PLASTER

GB1

INTERNAL WC WALL UPTO 7'-0" HIGH

6" 3'

4'-9" WIDE PROJECTION

GB1

GB2

1'-3" WIDE PROJECTION

PLINTH LEVEL (Lvl.+1'-6")

MUMTY TERRACE Lvl.+49'-6"

FIRST FLOOR Lvl.+13'-6"

Lvl±0"

11'-3"

FIRST FLOOR Lvl.+13'-6"

Lvl±0"

11'-3"

SECOND FLOOR Lvl.+25'-6"

12MM V-SHAPED GROOVE IN PLASTER

11'-3"

TERRACE FLOOR Lvl.+37'-9"

1'-3" WIDE PROJECTION

12' 10'-3"

Lvl-27'-3"

TERRACE FLOOR Lvl.+37'-6"

3'-6" HIGHT PARAPET WALL

Lvl-44'-9"

COPING

6" TH. R.C.C SLAB BITUMEN MEMBRANE 3" TH. MUD PHUSKA 121" TH. TILE TERRACING

8" TH. SLAB AS/DETAIL

Lvl-66'-3"

FIRE FIGHTING WATER TANK

9" 6'-3"

MUMTY TERRACE Lvl.+49'-6"

1'-9''

6" THICK P.C.C

05. ANDC

(Competition)

Project Type : Urban transformation Location : Punjab university, Chandigarh

About the site

The site is loacated in Punjab university, Chandigarh , is a liminal connecting space that remains in the backdrop to highlight the connect with category or reference point.The space is a negelcted space which is only used to link the spaces but it’s exixting was not yet recognised properly.

Top view

The site is planned and moulded in such a way so as to create sustainable designed space. Use of materials like rammed earth , grass backer,dried netimer grass bamboo etc has helped the dess to achieve the sustainability standards to an extent.Moreover some / material from the demolition sites was also used. These elements have been worked and evolved from cinematica equipments to blend and harmonize the betwixt space with the building and the purpose.

Reeled wall structure

Directions

Punjab univerwsity

The path is designed evolving the form from a camera reel which creates beautiful shadows on the ground in two different times of the day ( according to the sunpath studied ) . Rammed earth is used as material to create this wall structure,these structures endure indefinitely and can be constructed for less than two - thirds of the cost of standard frame houses . Soil is a widely available,inexpensive and sustainable resource.

Roofing - Roofing of thr path is designed with basically two materials pur alternatively.i.e,-

1- Polycarbonate sheets -The sheets have various listed properties as high clarity and light transmission , high heat resistance , weather and uv resistant excellent impact strength , thermoformable intermediate ,

2- Dried vetivar grass - This is placed on alternate wooden meshes in the roof of

terrace : vetiver grass has a better quality for roof thatching as the culms and leaves of : vetiver are coated with wax , and have a unique scent that repels insect and fungal attacks . The thatches with more or denser vetiver grass will be more durable and sustainable .

Camera holding the tree - The sculpture of a camera holding a tree is placed at a focal pot in the site utilizing the tree’ssize ano dominance at the site camera is created using waste materials as rims and tubes of tyres , and other materials from demolition site. Here camera is theatre and tree is imagined as a struggling person who wants to ecxel the field of theatre indeed .

Grass backer - This is a heavy duty thick slip resistant polyethylene plastic mesh grid for re-

inforcing and protecting grassed surfaces prone to wear , rutting which can result in a muddy surface incapable of withstanding pedestrian traffic . Instead putting some solid material , the backer was put in the path to preserve grass and create a path at the same time.

Filming the film

This isthe focused elemant of the site which is a 6’ height wall that narrates the tale of human’s injustified bhaviour towards nature by painting different frames of story which ultimately leaves the viewers with a buring questio and consequently a nature preserving message.

06.Photography

Art work

3D Visualization

Contact

+91-8968148977

Ak1402087@gmail.com

www.linkedin.com/in/anurag77

House no, 152-C, New Railway Colony,Barauni,Bihar.