Devina Khanna Architectural Portfolio

Page 1

DEVINA KHANNA ARCHITECTURAL PORTFOLIO SELECTED WORK 2016-2019


DEVINA KHANNA CONTACT

PROFILE

devinakhanna15@gmail.com

A driven , diligent and ambitious student currently in 4th year, seeking a position as an architectural intern in a firm that provides engaging and challenging work environment.

R-3/68 Raj Nagar Ghaziabad

In this world of competition , I’m just here to be a better version of myself.

15|05|1998 +91 9910013697


PROFESSIONAL PROFICIENCY

EDUCATION 2014 Class 10 : Science , Maths, English, Social studies, German School : Amity International School CGPA : 10 2016 Class 12 (major) : Accountancy, Business Studies, Mathemaics, English, Sculpture School : Amity International School, Noida, Sector 44 Score: 91% 2016 - 2021 4 years in B Arch degree Sushant school of Art & Architecture,

Intern at Design and Development Atelier (DADA, Gurgaon) Duration : 4 weeks

EXTRA CO CURRICULAR A part of the NASA fashion trophy as designer, went to zonal level in Gwalior Madhya Pradesh. Painted a wall in college during college fest , 2017. Designed a terrace with landscaping and furniture during college fest, 2018. Head of fashion trophy Zonasa Chandigarh, 2018

SOFTWARE SKILLS Microsoft office

Participated in CSEB production workshop at Auroville.

Autocad Sketchup

ARCHITECTURAL COMPETENCY

Illustrator Photoshop Indesign

Digital Fabrication

Rhino

Model Making

Conceptual Graphics

Vrayy

REFERENCES

ARCHITECTURAL DOCUMENTATION Measured Drawing: Bhuj, Gujarat Settlement Study : Manglagiri, Andhra Pradesh Dissertation : Role of Corporates in production of a Contemporary city

Mr Himanshu Sanghani Associate Dean , SSAA +91-8447272105 Mr. Gaurav Sanan Visiting Faculty +91-9811133044


CONTENTS

01 02 03 04 STEP BY STEP MATRIXPHERE INCREMENTAL HOUSING MIXED USE PROJECT

MANGALAGIRI PLAZA CRAFTS MUSEUM

NEST COLIVING


C5

C6

C

CF

UP

MUMTY LEVEL +12900

ST3 WIDTH 1800 TREAD 300 RISER 150

CE

CF

-10 -9 -8 -7 -6 -5 -4 -3 -2 -1

DN

BASEMENT

C6

C5

L

-11 -12 8 7 6 5 4 3 2 1

C5

GROUND FLOOR

C6

C

TERRACE LEVEL 9900

L

30 29 48 47 46 45 44 43 42 41

1ST FLOOR

CE

31 32 33 34 35 36 37 38 39 40

DN

UP

SECOND FLOOR LEVEL +6900

FIRST FLOOR LEVEL +3900

ST3 WIDTH 1800 TREAD 300 RISER 150

2ND FLOOR GROUND FLOOR LEVEL +900 SITE LEVEL +450 GROUND LEVEL -+00

30 MM THICK STONE 20 MM THICK MORTAR BRICK

150 MM THICK RCC SLAB

BASEMENT LEVEL -3600 EXCAVATION LEVEL -4200

DETAIL A

PROJECT

CULTURAL CENTRE

BRICK WALL

05 06 07 08 TITLE

PLASTER 12 MM

STAIRCASE

TERRACE

TILE FOR SKIRTING

SECTION A A'

DETAIL B

INSTITUTION WORKING DRAWINGS

ARCHITECT

DEVINA KHANNA

SCALE

DATE

MADE BY

SIGN

DWG NO.

REV NO.

DADA INTERNSHIP

NASA FASHION TROPHY

MISCELLANEOUS


O1

STEP BY STEP INCREMENTAL HOUSING SEMESTER: VII LOCATION : Beverely Park, Gurgaon YEAR: 2019 The project is a large housing complex which has been dissected into its built, open and community aspects. The idea is to create a place through innovative forms, technologies and creation of an environment that can face challenges of the future with respect to family size, job stability and social changes. It has been designed keeping in mind the ever changing needs of the citizens and how it can adapt and expand with the coming years.


O2


O5


O6

GRADUAL CHANGE IN FSI

NATURAL BOUNDARY TO CONNECT WITH THE CITY

TWO LEVELS FOR EXPANSION

CHANGE IN ORIENTATION TO CREATE AN INNER REALM & PRIVACY

INDIVIDUALITY IN GROUP HOUSING

DIVIDING INCREMENT SPACE


O7 INCREMENTING IDEOLOGIES

HALF HOUSES FOR INCREMENTING

BALCONIES FOR INCREMENTING

INCREMENTING ON TWO DIFFERENT LEVELS

FUTURE PLANS

FUTURE BAY ELEVATION

Incrementality is promoted in the group housing by introducing opportunities at two levels in order to generate different possibilities of expanding the space . It allows to increment indoor or outdoor, with different function, also at two levels.


CLUSTER PLANS

O8


O9


1O SECTION

PHYSICAL MODEL


11

MATRIXPHERE MIXED USE PROJECT SEMESTER: VI LOCATION : Nehru Place YEAR: 2019 The project is a large-scale multi-functional building or a set of buildings placed in a larger urban setting like Nehru Place. The core focus is on a commercially viable, economically responsive, Mixed Use Building, with a good balance between commerce and hospitality with an interesting insert of an X-Factor program. The X-factor proposed in the project is an open cinema which enhances the economic factor and links back to one of the primary activity and culture of Nehru Place in the city which helps in reviving the identity of Nehru Place.


12


13

TWO LEVELS TO SEGREGATE PUBLIC - PRIVATE

ACTIVE FRONTAGE

STRATEGICALY PLACED FUNCTIONS FOR VIEWS


14

NTEGRATION OF PROGRAMMES WITH EACH OTHER

INTEGRATION OF PROGRAMMES WITH EACH OTHER

INTEGRATION OF PROGRAMMES WITH EACH OTHER INTEGRATION OF PROGRAMMES WITH EACH OTHER

ITERATION 2 ITERATION 2

ITERATION 1 ITERATION 1

ITERATION ITERATION 3 3

ITERATION 2

ITERATION 1

ITERATION 1

ITERATION 3

ITERATION 2

ITERATION 3 X FACTOR

XXFACTOR X FACTOR FACTOR

RESIDENCE

RESIDENCE RESIDENCE

RESIDENCE

OFFICE

OFFICE

OFFICE OFFICE

HOTEL

HOTEL

HOTEL HOTEL

RETAIL

RETAIL

RETAIL PHYSICAL CONNECTIVITY RETAIL PHYSICAL CONNECTIVITY VISUAL CONNECTIVITY VISUAL CONNECTIVITY PHYSICAL CONNECTION PHYSICAL CONNECTIVITY

ITERATION 4

VISUAL CONNECTIVITY VISUAL CONNECTION

ITERATION 5 ITERATION 5

ITERATION 44 ITERATION

ITERATION 4

ITERATION 5

ITERATION 5

MASSING NEHR

U PL AC

E

NEHR

U PL AC

NEHR

E

U PL AC

E

NEHR

U PL AC

E

SITE

U PL AC

SITE PROPOSED ROAD

SITE

E

PROPOSED ROAD

SITE

NEHR

U PL AC

E

SITE

SITE

PROPOSED ROAD

PROPOSED ROAD

ACCORDING TO PROGRAMMATIC COMPATABILITY

SITE ACCORDING TO ECONOMIC FACTOR

RESTRICTED ROAD

RESTRICTED ROAD

SITE

SITE

ACCORDING TO PROGRAMMATIC COMPATABILITY SITE

ACCORDING TO ECONOMIC FACTOR RESTRICTED ROAD

RESTRICTED ROAD

PROPOSED ROAD

PROPOSED ROAD

NE

HR

NEH

RU

PLAC

E

HR

E

NE

HR

LAC

E

UP

LAC

RESTRICTED ROAD

E

SITE

SITE NE

HR

UP

PROPOSED ROAD

LAC

E

ITERATION 3

SITE

ACCORDING TO PROGRAMMATIC COMPATABILITY

RESTRICTED ROAD

UP

LAC

ITERATION 2

ITERATION 1 SITE

ACCORDING TO ECONOMIC FACTOR NE

UP

UP

LAC

E

PROPOSED ROAD

SITE

SITE SITE

SITE

PROPOSED ROAD

PROPOSED ROAD

RESTRICTED ROAD

ACCORDING TOSITE VIEWS SITE

RESTRICTED ROAD

RESTRICTED ROAD

RESTRICTED ROAD PROPOSED ROAD

PROPOSED ROAD

ACCORDING TO VIEWS SITE ITERATION 4 RESTRICTED ROAD

ACCORDING TO VIEWS ZONING

ZONING

SITE

SITE ACCORDING TO VISUAL CONNECTIVITY (COURTYARDS)

ITERATION

ACCORDING TO VISUAL CONNECTIVITY SITE (COURTYARDS) 5 FINAL

DEVINA KHANNA SEMESTER 6 160BARCHI121 ACCORDING TO VISUAL CONNECTIVITY STUDIO 3A (COURTYARDS) RESTRICTED ROAD

DEVINA KHANNA 160BARCHI121 STUDIO 3A

SEMESTER 6

ITERATION


15

ECONOMIC

X factor , which was the open cinema designed to attract footfall and collect revenue from the economic front.

STRUCTURE

Diagrid structure has been used for the residential cantilever. Cantilevers tend to define zones for different functions.

MIXING PROGRAMMES

There are 3 different function in one block sharing the same core at one place.


WATER BODY

16 GROUND FLOOR PLAN - LOBBY

RIAN ENTRY/ EXIT ADMIN 8000X7000 RECEPTION LUGGAGE ROOM 5000X2500

RETAIL

RETAIL UP

EXIT FOR HOTELS/ OFFICES

LH3

LH4

LH1

LH2

ST1 CORE FOR RESIDENCE

FOYER

DROP OFF FOR HOTEL/OFFICE

UP

S3

LO2

LO1

SERVICE ROOM

KITCHEN 16000X8000

ALL DAY DINING

+750

TOILET

WAITING ROOM

S1

ST2

S2

OFFICE CABINS 5000X5000

RAMP 1

4TH FLOOR PLAN - OFFICE TO BASEMENT1

RY/ EXIT FOR RESIDENCES

FROM BASEMENT1

CANTEEN 16000X8000

RES 320

MEETING ROOM 16000X8000

FIRE EXIT

LH3

LH4

LH1

LH2

CORE (RESIDENCE) COWORKING AREA 28000X16000

S3 LO1

SEMINAR 16000X16000

LO2

UP

HRUPLACE ST2

MEETING ROOM 16000X8000 S1 S2

7TH FLOOR PLAN - OFFICE

LH3

LH4

LH1

LH2

CORE FOR OFFICE

ST2

S1 S2

ST1 CORE FOR RESIDENCE S3

SERVICE ROOM 14000X4000

Devina Kh 160BARCH SSAA|6 TH S


O17 BASEMENT PLAN

ELEVATIONS

MATRIXPHERE , NEHRUPLACE

Devina Khanna 160BARCHI121 SSAA|6 TH SEMESTER

FRONT ELEVATION

MATRIXPHERE , NEHRUPLACE

Devina Khanna 160BARCHI121 ELEVATION MATRIXPHERE ,SIDE NEHRUPLACE SSAA|6 TH SEMESTER

Devina Khanna 160BARCHI121 SSAA|6 TH SEMESTER

The idea is to develop a mixed use project based on ideas derived from the site, an modern aproach based idea and an idea that defines the role of the project in the larger context of the city. Residence & hotel are placed strategically , that the residence gets a view of the park right in front and tourist living in the hotel can see Lotus temple

SIDE ELEVATION


18

PHYSICAL MODEL


19

MANGALAGIRI PLAZA CRAFTS MUSEUM SEMESTER: IV LOCATION : Vadalapuri Centre YEAR: 2018 The idea is to create an identity through culture, speed and visual conceptions. There is a loss of tangible identity of Mangalagiri in Andhra Pradesh. There is no sense of pride or cultural consciousness due to upcoming Amravati , capital of the state. The basic premise of the studio was to analyse the cultural and socio economic patterns to recreate the craft , to express identity or transplanted to manifest belonging. The process of creation of this identity starts with the speed of the architecture which connects of their belongingness to Mangalagiri’s culture. This space of work will be based on an abstraction of reveal & conceal explored and analysed. The next step deals with the translation of these visual conceptions into built reality spatiality, form, materiality & symbolism. Lastly it deals with identity an appreciation of Architecture of change & continuity. This is about deciding and articulating local culture & architecture into the overall approach towards the Mangalagiri manifested by our architecture.


20


21

WINDOWS ON EYE LEVEL OF PASSERBY TO BRING IN CULTURAL CONNECT WITH THE PEOPLE

REVEAL - CONCEAL : THE ARCHITECTURE FROM THE FRONT TENDS TO CONCEAL , WHICH KEEPS THE USER INTRIGUED

LIGHT PLAY :SKY LIGHT STRATEGICALLY PLACED IN EXHIBITION SPACE


22

SECTION

WHAT ? Mangalagiri ‘lost’ its identity, by building something in the centre of the town that will not only becomes a symbol for the town that’s near Amravathi but also revive the culture. There was a need to strengthen the core of the town, also at the same time have a connection with the craftsmen so they can revive back. WHY? Mangalagiri’s essential components are its weaving community and temples. It has lost its presence, division between the western and eastern side of Mangalagiri has further led to the problem. Considering the situation where Amravathi is coming up like force that needs to be reckoned with, Mangalgiri has to stand with its identity so neither does it grow under the shadow of the Amravathi nor does it becomes a town which people cross just to get to Amravati HOW ? Through the lens of reveal conceal, From the Vadalapuri centre side, the architecture is only revealing on upper level so that it creates a visual connectivity Whereas , Inside the complex the architecture is concealed but slowly reveals itself and keeps the user intrigued.


23

NEST COLIVING FOR SINGLE MOTHER SEMESTER: II LOCATION : Gurgaon YEAR: 2017 They say it takes a village to raise a child — but in the modern city, there is no village. It’s not that kids are that hard, it’s that the modern world isn’t build with them in mind. Nest is a new kind of architecture to solve the crisis of single parenting. Nest is a coliving designed for about 5 to 10 single mothers to live together. It’s a home that is A-class toddler safe and provides the play equipment, creche, and the sheer space that kids need. Most important of all, it allows kids to grow together in a child-pack, and mothers to practically and emotionally help each other. It’s the village in city that every small child and mother needs. The design was pursued with considering design principles - in this hierarchy , focus , symmetry and repetition.


24


25

DWELLING UNIT

HALL DWELLING UNIT

DWELLING UNIT DWELLING UNIT

DWELLING UNIT CRECHE

DWELLING UNIT

DWELLING UNIT

DWELLING UNIT

DWELLING UNIT

DINING AREA

PAR

KIN

G

DWELLING UNIT

CAFE

ADMIN

FOCUS : CRECHE TO BE CENTERAL FOCUS ,WITH CHANGE IN FORM

OFFICE & CO WORKING

RETAIL

HIERARCHY: TO EMPOWER THE WOMEN

ORGANIC : TO FILL IN THE VOIDS OF SINGLE PARENTING THROUGH NATURAL CURVES


26 UNIT PLAN

ELEVATION

SECTION


27

BUILDING CONSTRUCTION The project includes working drawings for an institutional design, done in semester 6 building construction.


28

-42000

-52000


29 CB CC 4980

1520

2770

CG 3180

4900

4820

CJ

1820

5360

C

EQ

L

EQ

EQ

2891

C1

SF2

1461

W3 AXX

W3 AXX

W7 AXX C

CI

CH

W3 AXX C

L

1310

2310

L

7000

1310

W3 AXX

L

CF

2630

C

EQ

CE

CD

2310

CA

PLAN

C2

LIBRARY ACRYLIC PAINT

D2 AXX

PLINTH LVL + 900

VINYL OIL PAINT

GROUND LVL + 450

UP

1600

LIBRARY VINYL ACRYLIC OIL PAINT PAINT

6050

19874

1600

0 -1 -2 -3

1310

C3

4970

19083

C

L

W7 AXX

-2 -1

ST3 WIDTH 2180 TREAD 300 RISER 150

UP

5002

24 23 22 21 20 19 18 17 16 15 14 13 12

UP

UP

DN

DN

D4 AXX -2 -1 0 1

2 3 4 5 6 7

C4

0 1 2 3 4 5 6 7 8 18 -17 -16

2030

ST2 WIDTH 2180 TREAD 300 RISER 150

D4 AXX

SF3

C5

-3 -4 -5 -6 -7 -8 -9 -10

5300

1310

LIFT SHAFT (2000 x 2500)

-11 -12 -13 -14 -15

C6

8 9 10 11

SF3

SF2

6110

7829

C7

16 15 14 13 12 11 10

9

8 5

4

UP

3

2

6

5

4

UP

3

2

1

GROUND LVL + 450

15

70

3

17

19

1

0

-1

-2 -3

D2 AXX

24

18

PLINTH LVL + 900

C9 UP

EXHIBITION-2 ACRYLIC PAINT

MARBLE OIL PAINT

8000

6

7

3969

C10

EXHIBITION-2 ACRYLIC PAINT

5470

7

MARBLE OIL PAINT

4

12

48

C11 21960 4130

8

5250

C8 9

C12

8440

16 15 14 13 12 11 10

6140

25 24 23 22 21 20 19 18 17

C13


UP

-21 -22 -23 -24 -25

-4 -3 -2 -1 ST3 WIDTH 1800 TREAD 300 RISER 150

CE

STAIRCASE

C5C5

CF CF

C6

L

2ND FLOOR

24 23 22 21

UP

CE CE

C6

C5

CF

CF

150 MM THICK RCC SLAB

C5 C5 C5

CF CF

-13 -14 -15 -16 -17 -18 -19 -20 -21 -22 -23 -24 -25

CK WALL

ASTER 12 MM

SECTIONCE C5

CF

WIDTH 1800 TREAD 300 RISER 150

C5

BASEMENT

C6 DN

UP

CF

C5

CF

C

L

UP

C5

CE

C

CE CE

DETAIL A

SECTION A A' DETAIL B

C6

BRICK 30 MM THICK STONE

C5

20 MM THICK MORTAR BRICK

30 MM150 THICK MMSTONE THICK RCC SLAB 20 MM THICK MORTAR BRICK

150 MM THICK RCC SLAB

150 MM THICK RCC SLAB

DETAIL A DETAIL A

C6

C8

BRICK WALL

DETAIL A

MUMTY LEVEL +12900

PLASTER 12 MM BRICK WALL PLASTER 12 MM

SECTION A A

BRICK WALL

TILE FOR SKIRTING

PLASTER 12 MM

DETAIL B

DEVINA KHANNA

SECTION A

TILE FOR SKIRTING

SECTION A A'

TILE FOR SKIRTING

DETAIL B

SCALE

DATE

MADE BY

SIGN

DETAILREV B NO.

DWG NO.

TERRACE LEVE 9900

SECOND FLOOR +6900 MUMTY LEVEL +12900

PARAPET LEVEL 10800

2

TERRACE LEVEL 9900

FIRST FLOOR L +3900

2ND FLOOR

SECOND FLOOR LEVEL +6900

GROUND FLOO +900 SITE LEVEL +450

GROUND LEVEL -+00

BRICK

51 52 53 54 55 56 57 58 59 60

FIRST FLOOR LEVEL +3900

DETAIL A

GROUND FLOOR LEVEL +900 SITE LEVEL +450

BRICK WALL PLASTER 12 MM

ST3 WIDTH 1800 TREAD 300 RISER 150

ST3 WIDTH TREAD RISER

20 MM THICK MORTAR

20 MM THICK MORTAR

UP

UP

30 MM THICK STONE

150 MM THICK RCC SLAB

CE

2ND FLOOR

RISER 150

30 MM THICK STONE

DN

31 32 33 34 35 36 37 38 39 40

DN

BRICK

WIDTH DETAIL TREAD B 1800 300

C6

L

50 49 68 67 66 65 64 63 62 61

30 29 48 47 46 45 44 43 42 41

C6

LL

31 30 DN 150 MM THICK RCC SLAB 29 32 48 33 51 L 473050 3431 DN 49 4629 DN 35 3252 53 45 4868 36 33 44 4767 37 3454 31 30 43 4666 3555 65 UP A32 38 DN 29 42DETAIL 45 39 3656 4841 4464 33 40 3757 47 4363 34 3858 UP 62 46 42 UP 35 3959 BRICK WALL 45 4161 36 4060 44 ST3 PLASTER 12 MM 37 43 38 WIDTH 1800 42 UP 39 TREAD 300 ST3 41 40ST3 2ND FLOOR RISER 150 WIDTH 1800 TERRACE TILE FOR SKIRTING WIDTH 1800 TREAD 300 TREAD 300 RISER 150 ST3 RISER 2ND FLOOR 150

CE

FLOOR

ST3 WIDTH 1800 TREAD 300 RISER 150

1ST FLOOR

L

C6 C6

31 32 33 34 35 36 37 38 39 40

DN

C

C6

STAIRCASE

C

30 29 48 47 46 45 44 43 42 41

C5

CULTURAL CENTRE

RISER 150

C5

ST3 WIDT TREA RISER

20 MM THICK MORTAR

51 L52 BASEMENT LEVEL 53 -10 5451 -3600 EXCAVATION LEVEL -9 55 52 PROJECT 5153 -8 56 -4200 -7 57 5254 -6 58 5355 56 59 -5 54 5557 -4 60 -3 5658 TITLE -2 5759 -1 5860 UP ST3 59 60 1800 WIDTH TERRACE TREAD 300 ST3 ST3RISER 150 ARCHITECT WIDTH WIDTH 1800 1800 ST3 TERRACE TREAD 300 TREAD 3001800 WIDTH TERRACE GROUND RISER 150 RISER 150 300 TREAD

L

11 12 13 14 15 16 17 18 19 20 ST3 WIDTH 1800 TREAD 300 RISER 150

CE

CE

C7

L

10 9 28 27 26 25 24 23 22 21

CE

CE CE

C6

C

C6

C

L

62 61

SECTION A A' ST3

C

L

1ST FLOOR

50 DN 49 68 -11 6750 DN 49 -12 66DN 8 65 5068 7 64 4967 DN 66 6 6368 65 UP 5 6267 64 4 6166 65 63 3 UP 64 62 UP 2 63 61 1

-12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1

UP

C

C5

CF

C6 C6 C6

C

C5 C5

C6

C5 C5

CF CE CF

CF

WIDTH 1800 GROUND TREAD 300 LEVEL RISER -+00 150

LC

CE

CE

CECE

BRICK

C6

CL

CF

C6

C5

CE CF

11 12 L1311 51 14 52 15 12 FLOOR LEVEL FIRST 53 16 13 +3900 54 17 14 1115 55 18 1216 56 19 1317 57 20 581418 591519 601620 ST3 17 18 1800 WIDTH GROUND 19 300 FLOOR LEVEL TREAD ST3 20 ST3 1ST FLOOR +900 RISER 150 WIDTH 1800 SITE LEVEL WIDTH 1800 TERRACE TREAD 300300 TREAD +450 1ST FLOOR ST3 RISER 150150 RISER

10 9 DN 28 5027 10 4926 DN 9 DN 68 25 28 67 24 27 66 26 2310 65 DN 9 UP 22 25 64 24 2128 63 27 23 UP 62 26 22 UP 61 25 21

L

C6 C6C6

C

-2 -1

30

BASEMENT GROUND CE FLOOR

C5

C6 BASEMENT

C C RISER 150 L

C5

CF

LE FOR SKIRTING

SECOND FLOOR LEVEL WIDTH 1800 +6900 TREAD 300C6

C5C5

CE CFCF

C

UP

2 1

C5

CE CE CE

C6

C5

CE CF

-4 -3 -2 -1

L 10 31 11 30 C -1012 9 DN 29 -11DN 32 -9 13 48-12 28DN 33 47 8 27 34 -814 -10 26 46 7 -11 35 -7 15 25 DN L 36 -6 16 -9 45 6 -12 8 -8 44 5 24 37 -517 7 -7 -4 18 43 4 23 38 UP 6 UP -6 42 3 22 39 -3 19 5 UP -5 -10 -2 20 41 -112 21 40 -121 4DN -9 -1 -4 3 -3 8 -8 UP 2 -2 7 -7 1 ST3-6ST3-1 6 ST3 5 -5WIDTH WIDTH 1800 1800 WIDTH 4 TREAD 300 -4 3001800 TREAD 1ST FLOOR 3 TREAD 300 -3 2ND FLOOR RISER RISERST3 150 150 UP GROUND 2 -2 RISER 150 1 -1 WIDTH 1800 FLOOR TREAD 300 GROUND RISER 150 ST3 C FLOOR WIDTH 1800 TREAD 300 GROUND RISER 150 CC 30 MM THICK STONE L FLOOR

CF

CE CE

20 MM THICK MORTAR

L

CF

C5

C6

C

C5

11 10 -13 -12 9 DN 12 -11 -14 28 13 -10 -15 27 14 -9 -12 -16-13 26 15 -8 -11 -17-14 25 16 -7 -10 -18-15 24 17 -6 -9 -16 23-19-17 18 -5 -8 22-20 UPUP 19 -4 -7 -18 -21-13 -12 21 20 -6 -3-11 TERRACE LEVEL -22-14 -19 -23 -2-10 -5 -20 -15 9900 UP -24 -21 -1-9-4 -16 ST3 -17 -22 -25 -8-3 -23 -2 -7 -18 ST3 WIDTH 1800 -24 -6-1 -19 TREAD WIDTH 3001800 1ST FLOOR -25 UP RISER -5 -20 TREAD 150 300 -4 -21 BASEMENT ST3 RISER -3 150 -22 WIDTH 1800 -23 -2 TREAD 300 -24 -1 BASEMENT RISER 150 -25 C ST3

CF

30 MM THICK STONE

C5 C5C5

CF CF CF

L

CF

GROUND FLOOR

CECE

MUMTY LEVEL C6 +12900

C5

-2 -1

ST3 ST3 WIDTH 1800 1800 WIDTH TREAD 300 300 TREAD RISER 150 150 RISER

BASEMENT

C6C6

C

UP

UP -21 -22 -23 -24 -25

2 1

TERRACE

TILE FOR SKIRTING

GROUND LEVEL -+00

SECTION A A'

DETAIL B 1 BASEMENT LEVEL -3600 EXCAVATION LEVEL -4200

SECTIONAA'

BASEMENT LEV -3600 EXCAVATION LE -4200


31 TOILET

8150

D0

D1

DE

C

C

L

C

950

C

C

L

L

Janitor room

L

L

950

D2

950

1600 1850

600x300 ceramic Tiles

Skirting 20mm

950 950

S1

A

B

2100

800

800

800

800

800

Ground floor finish level

170

400

150MM THK.R.C.C SLAB

2200 10750

DD

830 710

520

170

300X300 Vitrified Tile, laid on 15mm cement sand mortar

250MM SUNK, LIGHT WEIGHT FILING

SECTION B-B'

600 800

800

L

C

800

A

800

D

800

400

B

C

L

C

650

950

1600

L

C

650

950

950

950

650

650

3280

L

C

650

650

2100

L

C

370

1050

900

DC

1600

C

C

1500

C

Janitor room

C

C

L

520

1200

820

700

600

170

170

Ledge wall 230mm

1700

L

L

L

SECTION A-A'

L

PLAN

1800

850

1800

1800

1800

1800

1200

Panel lights

1200

1200MM HIGH ACP CLADDING ON MS MEMBERS M.S RECTANGULAR HOLLOW SECTION (RHS) 2050 VERTICAL MEMBER- JOINERY AS PER VENDOR

3687

1200

600

1800

1800

METAL PLATFORM

LIFT 1900x3000

2000

1450

Skirting 20mm thk

FAN

M.S RECTANGULAR HOLLOW SECTION 150 (RHS) HORIZONTAL-JOINERY AS PER VENDOR

B'

℄ 1175

1800

℄ EQ.

ED OF ACP ED OF PLATFORM

3330

METAL PLATFORM

FAN

C ℄

1450

℄ EQ.

75

SECTION C-C'

1200

℄ 50

C

ED OF PLATFORM ED OFACP

1800 M.S RECTANGULAR HOLLOW SECTION (RHS) HORIZONTAL-JOINERY AS PER VENDOR 1200 1200MM HIGH ACP CLADDING ON MS MEMBERS M.S RECTANGULAR HOLLOW SECTION (RHS) 3600 VERTICAL MEMBER- JOINERY AS PER VENDOR

1200 1450

1200 1800

1800 1800

1800

2250 1800 930

600

M.S RECTANGULAR HOLLOW SECTION (RHS) VERTICAL MEMBER- JOINERY AS PER VENDOR

1200

Smoke Detectors

M.S RECTANGULAR HOLLOW SECTION (RHS) HORIZONTAL-JOINERY AS PER VENDOR

SECTION D-D' 1200MM HIGH ACP CLADDING ON MS MEMBERS M.S RECTANGULAR HOLLOW SECTION (RHS) VERTICAL MEMBER- JOINERY AS PER VENDOR

1800

850

1800 1800

EQ

℄ EQ

FFL OF PLATFORM

1800

SECTION CC'

1200

1200

L clamp Rivet Dry partition

3687

1200

1200 1800

1450

1450

1800

1800

PARTITION FIXING DETAIL 1200

1200 1450 3600 1200 1450

1800

1800 1800

1800

TOP OF ACP TOP OF PARAPET

CLAD

1800

1800

℄ EQ

Hinges

SECTION BB'

Panel lights

3355

℄ EQ

M.S RECTANGULAR HOLLOW SECTION (RHS) HORIZONTAL-JOINERY AS PER VENDOR

FFL OF PLATFORM

Sprinklers

600

1200MM HIGH ACP CLADDING ON MS MEMBERS TOP OFACPREFLECTED CEILING PLAN

℄ 1175

600

750

1200

1450

600

B

℄ EQ.

1500

1200

1200

℄ EQ.

2075

Smoke Detectors Sprinklers

1800

REFLECTED CEILING PLAN

DRY PARTITION FIXING DETAIL

M.S RECTANGULAR VERTICAL MEMBER- J

M.S RECTANGULAR HORIZONTAL-J


1450 CANOPY LEVEL (LVL + 4450) 1500

2015

32

DOUBLE HEIGHT ENTRANCE LOBBY

2300 W 09

450

FGL. +214.05 SWEET EARTH FOR PLANTING

600

NTA (LVL -600)

DRAIN BOARD WITH 160 GSM THK. GEOTEXTILE LAYER AS/ STRUCTURAL SPECIFICATION

40 MM THK. STONE AS/ APPROVED SAMPLES 100 MM THK. PCC BED AS/ STRUCTURE

SECONDARY WATERPROOFING AS/ STRUCTURE

LIGHT WEIGHT FILL AS/ STRUCTURE

SCREED LAID TO SLOPE AS/ STRUCTURE

PRIMARY WATERPROOFING AS/ STRUCTURE

PRIMARY WATERPROOFING AS/ STRUCTURE RCC SLAB AS/ STRUCTURE

RCC SLAB AS/ STRUCTURE

℄ ℄

1200MM HIGH ACP CLADDING 1200MM HIGH ACP CLADDINGEQ. ON MS MEMBERS ON MS MEMBERS M.S RECTANGULAR HOLLOW SECTION (RHS) M.S RECTANGULAR HOLLOW SECTION (RHS) VERTICAL MEMBERJOINERY AS PER VENDOR VERTICAL MEMBERJOINERY AS PER VENDOR

3330

C

FAN

C

CANOPY LEVEL (LVL + 4450)

FAN

200X200 AC SLEEVE

DR.

C

65 MM Ø FIRE SLEEVE I.L:- 2570 MM

C

80 MM Ø FIRE SLEEVE I.L:- 2570 MM

DROP DOWN PARDI AS STRUCTURE

COVE

slope

1100

200

slope

200

200

SECOND FLOOR FFL (LVL + 6350)

ED OFACP ED OFACP℄ 1175 M.SHOLLOW RECTANGULAR HOLLOW M.S RECTANGULAR SECTION (RHS) SECTION (RHS) HORIZONTAL-JOINERY HORIZONTAL-JOINERY AS PER VENDORAS PER VENDOR

3330

METAL PLATFORM METAL PLATFORM

150

150

CANOPY AS PER DETAIL

LIFT LOBBY

3 BHK TYPE C ( UNIT 2)

PARAPET

FIRST FLOOR FFL (LVL + 3400)

W 09

2350

DW 28

GROUND FLOOR FFL (P. LVL + 450)

1700

D 01

2950

4450

1200MM HIGH ACP CLADDING 1200MM HIGH ACP CLADDING ON MS MEMBERSON MS MEMBERS M.SHOLLOW RECTANGULAR HOLLOW M.S RECTANGULAR SECTION (RHS) SECTION (RHS) VERTICAL MEMBERVERTICAL MEMBER- JOINERY AS PERJOINERY VENDORAS PER VENDOR

1500

D 01

4475

D 01

1200

DOUBLE HEIGHT LOBBY

LIFT LOBBY

3 BHK TYPE C ( UNIT 2)

450

1175

75

℄ ED OF PLATFORM ED OF PLATFORM

900

50

℄ EQ. ED OF ACP ED OF ACP ED OF PLATFORM ED OF PLATFORM

2075

B'

EQ. EQ.

630

B' FAN

EQ. EQ.

2075

FAN

1200

50

2000

2000

METAL PLATFORM

1200

600

ROAD LVL (LVL 0) NTA (LVL -600)

FFL OF PLATFORM

3355

3355 ℄

600

SECOND FLOOR FFL (LVL + 6350)

1500 NTA (LVL -600)

1200MM ACP EDHIGH OF ACP CLADDING ON MS MEMBERS 1200MM HIGH ACP M.S RECTANGULAR SECTION CLADDING ON HOLLOW MS MEMBERS (RHS) HORIZONTAL-JOINERY AS PER M.S RECTANGULAR HOLLOW SECTION VENDOR (RHS) HORIZONTAL-JOINERY AS PER M.S RECTANGULAR HOLLOW SECTION VENDOR (RHS) VERTICAL MEMBER- JOINERY AS M.S RECTANGULAR HOLLOW SECTION PER VENDOR (RHS) VERTICAL MEMBER- JOINERY AS PER VENDOR

METAL PLATFORM

METAL PLATFORM

F' F'

EQ

℄ EQ

EQ

4550

4437.796671

4475

2000

600

NTA (LVL -600) 40 MM THK. STONE AS/ APPROVED SAMPLES 100 MM THK. PCC BED AS/ STRUCTURE LIGHT WEIGHT FILL AS/ STRUCTURE

SCREED LAID TO SLOPE AS/ STRUCTURE

PRIMARY WATERPROOFING AS/ STRUCTURE

PRIMARY WATERPROOFING AS/ STRUCTURE

RCC SLAB AS/ STRUCTURE

COVE

1100

150

150

LIFT LOBBY

3 BHK TYPE C ( UNIT 2)

PARAPET

1155

FIRST FLOOR FFL (LVL + 3400)

ENTRANCE LOBBY

2950

D 01

NTA (LVL -600)

450

ROAD LVL (LVL 0)

600

3 BHK TYPE C ( UNIT 2)

630

1200 GROUND FLOOR FFL (P. LVL + 450)

LIFT LOBBY

1100

630

900

DOUBLE HEIGHT LOBBY

D 01

1200

450

2350

1700

2950

W 09

DW 28

600

4450

4475

4450

FIRST FLOOR FFL (LVL + 3400)

1500

D 01

1450 CANOPY LEVEL (LVL + 4450)

200

200

slope

200

CANOPY AS PER DETAIL

500 MM SUNK

1500

DROP DOWN PARDI AS STRUCTURE

200X200

65 MM Ø FIRE SLEEVE I.L:- 2170 MM

SECOND FLOOR FFL (LVL + 6350)

80 MM Ø FIRE SLEEVE I.L:- 2570 MM

500

65 MM Ø FIRE SLEEVE I.L:- 2570 MM

1450

200X200 AC SLEEVE

SECOND FLOOR FFL (LVL + 6350)

GROUND FLOOR FFL (P. LVL + 450)

450

450

780

DW 28

550

GROUND FLOOR FFL (P. LVL + 450)

780

2300

D 01

600

ROAD LVL (LVL 0)

DR.

1500

CANOPY AS PER DETAIL

1250

RCC SLAB AS/ STRUCTURE

slope

TOP OF PARAPET 1200MM HIGH ACP CLADDING ON MS MEMBERS 1200MM HIGH ACP CLADDING RECTANGULAR MS MEMBERSHOLLOW ℄ M.SON SECTION (RHS) M.S RECTANGULAR HOLLOW HORIZONTAL-JOINERY AS PER SECTION (RHS) VENDOR HORIZONTAL-JOINERY AS PER M.S RECTANGULAR HOLLOW VENDOR SECTION (RHS) VERTICAL M.S RECTANGULAR HOLLOW MEMBER- JOINERY AS PER SECTION (RHS) VERTICAL VENDOR MEMBER- JOINERY AS PER VENDOR

slope

DR. 200

FIRST FLOOR FFL (LVL + 3400) 4450

OF ACP TOP TOP OF PARAPET

℄ slope

1450

TOP OF ACP

1225 EQ

DOUBLE HEIGHT ENTRANCE LOBBY

1200

600 1200 600

EQ

1200EQ

600

2950

1225 EQ

EQ

CANOPY LEVEL (LVL + 4550)

2015

SECONDARY WATERPROOFING AS/ STRUCTURE

1200

450

2000

FAN FAN

1200

1200

EQ

EQ

EQ 1225

2000

SECOND FLOOR FFL (LVL + 6350)

200X200 AC SLEEVE

D 01

780

2300

EQ

50

630

PRIMARY WATERPROOFING AS/ STRUCTURE RCC SLAB AS/ STRUCTURE

DRAIN BOARD WITH 160 GSM THK. GEOTEXTILE LAYER AS/ STRUCTURAL SPECIFICATION

NTA (LVL -600)

LIGHT WEIGHT FILL AS/ STRUCTURE

M.S RECTANGULAR HOLLOW SECTION (RHS) VERTICAL MEMBER- JOINERY AS M.S RECTANGULAR HOLLOW SECTION PER VENDOR (RHS) VERTICAL MEMBER- JOINERY AS PER VENDOR M.S RECTANGULAR HOLLOW SECTION (RHS) M.S RECTANGULAR HOLLOW HORIZONTAL-JOINERY AS PER SECTION (RHS) VENDOR HORIZONTAL-JOINERY AS PER 1200MM HIGH ACP CLADDING VENDOR ON MS MEMBERS 1200MM HIGH ACP CLADDING ON MS MEMBERS ED OF ACP

600

SWEET EARTH FOR PLANTING

ROAD LVL (LVL 0)

3000 x 1900

40 MM THK. STONE AS/ APPROVED SAMPLES

TOP OF PARAPET

FFL OF PLATFORM FFL OF PLATFORM

D 01

100 MM THK. PCC BED AS/ STRUCTURE

100 MM Ø FIRE SLEEVE I.L:- 2170 MM 65 MM Ø FIRE SLEEVE I.L:- 2170 MM

TOP TOP OF PARAPET OF ACP

1500

1450

TOP OF ACP

SECTION DD' SECTION DD'

CANOPY LEVEL (LVL + 4450)

W 09

ED OF PLATFORM

W 09

FGL. +214.05

600

4470 2950

℄ ED OF ED ACP OF PLATFORM

GROUND FLOOR FFL (P. LVL + 450)

ROAD LVL (LVL 0)

450

ROAD LVL (LVL 0)

SECTIONS

NTA (LVL -600)

1250 450

1225

50

F

ED OF PLATFORM ED OF ACP

200X200 AC SLEEVE

2015

LIFT 3000 x 1900 LIFT

600

2000

2000 ED OF PLATFORM

1125

100 MM Ø FIRE SLEEVE I.L:- 2170 MM 65 MM Ø FIRE SLEEVE I.L:- 2170 MM

1450

F DOUBLE HEIGHT ENTRANCE LOBBY

GROUND FLOOR FFL (P. LVL + 450)

℄ 1125

C CLADDIN M.S RECTANGU M.S RECTANGULAR HO VERTICAL MEMBE VERTICAL MEMBER- JOIN M.S RECTANGU HORIZONT M.S RECTANGULAR HOL HORIZONTAL-JOIN FFL OF

FIRST FLOOR FFL (LVL + 3400)

D'

1200

500

500mm SUNK

CANOPY LEVEL (LVL + 4450)

D'

1200

FAN

TOP OF ACP TOP OF ACP TOP OF PARAPET TOP OF PARAPET

PLATFORM

METAL PLATFORM

FAN

℄ EQ

SECTION CC' SECTION CC'

D

FFL OF PLATFORM

METAL PLATFORM

1200MM HIGH ACP SECOND FLOOR FFL NG ON MS MEMBERS (LVL + 6350) ℄ 1200MM HIGH ACP ℄ DDING ON MS MEMBERS LLOW SECTION (RHS) ℄ 1125 ERY AS PER VENDOR CANOPY LEVEL R HOLLOW SECTION (RHS) (LVL + 4450) 1125 JOINERY AS PER(RHS) VENDOR LLOW SECTION ERY AS PER VENDOR R HOLLOW SECTION (RHS) FIRST FLOOR FFL (LVL + 3400) JOINERY AS PER VENDOR

EQ EQ

FFL OF PLATFORM

SECTION BB' SECTION BB'

D

EQ EQ

600

EQ EQ

600

2950

600

1200

M.S RECTANGULAR HOLLOW SECTION (RHS) M.S RECTANGULAR HOLLOW SECTIONAS (RHS) HORIZONTAL-JOINERY PER VENDOR HORIZONTAL-JOINERY AS PER VENDOR 600

1200MM HIGH ACP CLADDING ON MS ℄ 1200MM HIGH ACP CLADDING ON MS MEMBERS MEMBERS M.S RECTANGULAR HOLLOW SECTION (RHS) EQ M.S RECTANGULAR VERTICALHOLLOW MEMBER-SECTION JOINERY(RHS) AS PER VENDOR VERTICAL MEMBER- JOINERY AS PER VENDOR M.S RECTANGULAR HOLLOW SECTION (RHS) M.S RECTANGULAR HOLLOW SECTION (RHS) HORIZONTAL-JOINERY AS PER VENDOR HORIZONTAL-JOINERY AS PER VENDOR

1200

600

600

M.S RECTANGULAR HOLLOW SECTION (RHS) M.S RECTANGULAR HOLLOW SECTION (RHS) AS PER VENDOR VERTICAL MEMBERJOINERY VERTICAL MEMBER- JOINERY AS PER VENDOR

1200

1200MM HIGH ACP CLADDING 1200MM HIGH ACP CLADDING ON MS MEMBERS OFACP ON TOP MS MEMBERS

TOP OFACP 1175

1175

1200

℄ ℄

600

B

METAL LIFT PLATFORM 1900x3000

B LIFT 1900x3000

M.S RECTANGULAR HOLLOW SECTION M.S RECTANGULAR HOLLOW SECTION (RHS) HORIZONTAL-JOINERY AS PER ℄ AS PER (RHS) HORIZONTAL-JOINERY VENDOR VENDOR

1200

EQ. EQ.

75

1200

1450

ACP CLADDING

600

D 01

780

GROUND FLOOR FFL (P. LVL + 450)

ROAD LVL (LVL 0)

4550

1250

2950

INTERNSHIP 2019

4437.796671

4450

4475

FIRST FLOOR FFL (LVL + 3400)


33

MISCELLANEOUS WORK 2015-2019


34


35 FASHION TROPHY NASA

2017

2018

COLLEGE FEST


36 MISCELLANEOUS


DEVINA KHANNA | +91-9910013697 | devinakhanna15@gmail.com


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