P.Nikshiptha | UG Architecture Portfolio 22'

U N D E R G RA D UATE

ARCHITECTURE P O R T F O L I O 2 01 8-2022

N I KS H I PTH A P E DDI R EDDY

C U R R I C U L A M V I TA E

NIKSHIPTHA PEDDIREDDY

ABOUT ME 5th September, 2000.

Vijayawada, Andhra Pradesh, India.520004

+91-6304396228

p.nikshiptha0509@gmail.com

@nik_ship_tha

ACADEMIC PROJECTS Languages: English, Telugu, Hindi.

sem-1 : Information centre in Fort Kochi.

sem-2 : Residence for Weaver community in

sem-3 : Police Station redesign at Koramang

sem-4 : Mixed-Income group Housing proje at native place, Vijayawada.

sem-5 : Century of Things - Factory Design,

EDUCATION

Kanakpura Road, Bengaluru.

sem-6 : Campus Design in Church Street, B R V College of Architecture, Bengaluru.

sem-7 : Community center, Restoration of C

Bachelor of Architecture

Sri Sarada Junior College, Vijayawada.

11, 12

WORKSHOPS AND COMPETITIONS • Bamboo Workshop, 2019.

• Vernacular Mud wall Workshop, 2019.

St.Johns E.M High School, Vijayawada.

4-10

• Special Mention in ‘Disaster Relief Shelter . by Mango Architecture, 2021.

SOFTWARE

SKILLS

I am a student at R V College of Architecture, currently pursuing my 4th year of Architecture undergraduate. I am looking forward to a hands-on work experience, and would like to explore and learn new things about architecture.

I belive that Architecture connects people and can evoke emotions that makes the space alive.

So, I procure to include inhabitants opinions and perspectives, while designinga project.

My interests are in heritage, vernacular-style projects that explore the past and enrich the present.

n Bengaluru.

gala,Bengaluru

ect

, near

Bengaluru.

OTHER SKILLS

Chikkajala Fort.

• Digital and Hand drafting • Sketching, Doodling • Model making • Photography

S

r’ competition

CO CURRICULAR ACTIVITIES • Head of Publicity Committee, Dimensions 14 RVCA 2022.

• Member of Quiz Committee, Dimensions 13 RVCA 2019.

PUZZLED YET SOLVED

THE THREE VOLUMES

INTERACTION

CONNECTIONS MULTIPLICITIES

1000

LAYERED PLAN

OTHER WORKS

7

DRAWINGS

70

1000

TECHNICAL

TETRIS

01 02 03 04 05 06 07

32 - 39

7

26 - 31

70

40 - 45

1000

20000

46 - 53

60000

18 - 25

12 - 17

C O N T E N T S

T

6 - 11

01

6

STUDIO : VII PROJECT TYPE : Community Welfare Centre SITE LOCATION : Chikkajala, Banglore, Karnataka, India.

PUZZLED I

Y E T SOLV E D

PROJECT BRIEF : To explore the precinct of chikkajala fort to understand the layer of it’s significance while making a meaning of the precinct in contemporary times by doing a spatial configuration.

To understand the layers of history and decipher the significance of this precinct.

The final intervention need to be a comprehensive architectural expression which must be public in nature and respect the layer of existing built entity.

MENTORS : Ar.Bikram Chakraborty, Ar.Dinesh Rao, Ar.Hiranmayi Shankavaram, Ar.Suman Paul.

HANDMADE MODEL

7

SITE PLAN

The Site, Chikkajala fort is 10 kms away from Bengaluru airport.The fort has a Colonnade, a Temple and a Kund. The site has a historical significance, so the research and site study included about the possibilities and stories of what the site could be. So the fort itself is a puzzle to us to find out what it used to be.

So as to respecting the historic sense of the site no part of the fort is demolished and the programmes are arranged in and on the existing colonnade and in unbuilt area that are like puzzled pieces.

And then there are pathways that leads to every program of the built. So the project is “Puzzled yet Solved”.

EXTENDING AND REARRANGEMENT OF THE GRID

NEW STRUCTURE INTERPENTRATING INTO EXISTING BUILT AREA

8

- The project c e-governance a - Giving import - To continue th

GROUND FLOOR PLAN

consists of programmes which help the people in the community like skill development centre, library, and also gathering spaces. tance to the kund the main pathways are arranged all around it and the smaller paths to wander around. he rhythm of the existing, the grid is extended and rearranged

EXISTING BUILT

PUZZLE PIECES

EXISTING GRID

9

VIEW FROM THE HIGHWAY

NEW STUCTURE ON EXISTING

SECTION AA’

SECTION BB’

10

NEW BUILT STRUCTURE- LIBRARY, SKILL DEVELOPMENT

A New structure is built on the existing stucture without demolishing it. So New structure is made of steel members which form like a truss for support and interpenetrating the steel grid into the existng grid, where the existing grid is 2400mm x 2400mm and the new grid is 5100mm x 5100mm.

FIRST FLOOR PLAN

MATERIALS Existing structure -------> Stone Masonry New Structure -------> Steel Truss Framework, Concrete Slab, Timber Partitions

11

02

12

STUDIO :V PROJECT TYPE : Factory Design (The Culture of Small enterprise) SITE LOCATION : near Kanakpura Road, Bengaluru, Karnataka

THE THREE VOLUMES I (2 VO LU M E S + 1 COLON N A D E )

PROJECT BRIEF : IT IS A CENTURY OF THINGS A series of participatory investigations & architectural experiments comprehending the co-sentence of everything relating to making things. A triangular site… an alternative approach…disaggregated...heterogeneous.....differentiated. Small stories of manufacturing.....making.....estates....economies....sustenance..... earning. An architecture of deliberate disembodied imagination. An architecture of good intentions.

MENTORS : Ar. Dev Bildikar, Ar.Adnan Nakhoda, Ar.Pankaj Shivarama, Ar.Nilay Patalia.

13

SITE PLAN

Programs 1. EMBASSY OF SMELL: Perfumery

450 Sqm.

2. MONKEY FACTOR: Plant Retail

450 Sqm.

3. CROSS STITCH: Quilt Making/Tapestry Making

450 Sqm.

4. LETTER OF SPIRIT: Print Making

450 Sqm.

5. 24FPS: Short Film Studios

450 Sqm.

6. GAME OF MIRRORS: Glass Making

450 Sqm.

7. THEOREM PYTHAGORAS: Learning aids

450 Sqm.

8. COMMON ESTATES: Retail Front, Cafes, Energy, 600 Sqm. Communication, Security, Parking 9. 15% Circulation

.

550 Sqm. Total 4300 Sqm.

PROCESS

INITIAL CONCEPT - REFLECTING THE METRO PILLARS AS A COLONNADE

14

T th s 7 p

GROUND FLOOR PLAN

The project is about a colonnade flanked by two huge volumes, where the two volumes are the functional blocks and he colonnade is the retail area.The concept of colonnade is from mirrorring the metro pillars and also it gives a ense of welcoming the public to the retail area. And the two volumes with the mezzanine floors, courtyards contain 7 programs and covered with the framed roof with metal panels. The retail space that is located between the two parallel colonnades acts as a grand entry to the building and also attracts people moving oustside the building.

TENSILE STRUCTURE

FRAMED STUCTURE WITH THE ALUMINIUM PANELS

15

ISOMETRIC VIEW

VIEW TO CAFETERIA

SECTION CC’

LONGITUDINAL ELEVATION

16

UNLOADING DECKS

PHO HUM CAP

S

OENIX MAN PITAL

L

AKA

D DOD

RA M

ND ASA

N

ATIO

ST ETRO

MAHA (C

9M WIDE ROAD MEZZANINE FLOOR PLAN

VIAGAMUS MATERIALS NAVARANTAN GARDENS TECHNOLOGY Aluminium metal panels and glass panels are used in the roof.

The roof is made of truss members to form a frame that holds the panels. And the bricks are used in the walls.

SECTION AA’

17

03

18

STUDIO : IV PROJECT TYPE : Mixed-Income group Housing project SITE LOCATION : Payakapuram, Vijayawada, Andhra Pradesh.

INTERACTION

CO M M U N I T Y H OUS I N G PR OJ EC T PROJECT BRIEF : Site: 60m x 100m Total number of units to be designed is – 36 units + community center. The nature and typology of the units are based on the native site study. The Housing project is to be designed for the communities present in the native region and based on their nature of living.

Three kinds of units need to be designed in terms of area- 6 large, 9 medium, 21 small/regular.

MENTORS : Ar.Bakul Jani, Ar.Archita Bandopadhyay, Ar.Abhinaya Gnanesh

19

(for farmers

- The houses are arranged facing eachother.

- The entrance of the house is defined by wooden pillars for welcoming the people and has a plinth at the entrance so that people can sit and interact with neighbors.

- Small discussions among the community are held under a tree in the courtyard.

- The cowshed is at the backyard with an open space.

- There are benches(arugu)between every two adjacent gates of the house as shown. This is used by the family members in the evenings to sit and chat with the neighbors.

CONTEXT PLAN

TOTAL BUILT-UP AREA = 2743.19sq.m UNBUILT AREA = 3256.81sq.m

SITE DIMENSIONS

60m x 100m = 6000sq.m (24 small units + 9 medium units + 6 large units) SMALL UNIT > GF > 51.75sq.m x 16= 828sq.m > FF > 46sq.m x 8 = 368sq.m

20

MEDIUM UNIT> GF > 92sq.m x 9

= 828sq.m

LARGE UNIT > GF > 67.5sq.m x 6 > FF > 67.5sq.m x 6

= 405sq.m = 405sq.m

SHARED SPACES STREETS - 2188.5 sq.m OPENSPACES - courtyard - 600.77sq.m - parking area - 201.83sq.m COMMUNITY HALL - 356.63sq.m COWSHED - 264.22sq.m WAREHOUSE - 61.34sq.m STAIRCASE - 67.68sq.m

LARGE HOUSING UNIT s who work on their own land)

GROUND FLOOR

FIRST FLOOR

g

e

e y

MEDIUM HOUSING UNIT (for farmers who work on others land)

GROUND FLOOR

TYPE B - ON FIRST FLOOR

TYPE A - ON GROUND FLOOR

SMALL HOUSING UNIT (for daily wage workers)

21

ELEVATION OF LARGE UNITS

REAR ELEVATION OF MEDIUM UNITS

22

SITE PLAN AT GROUND FLOOR LEVEL

VIEW OF COURTYARD

SITE PLAN AT FIRST FLOOR LEVEL

23

KEY PLAN

SECTION BB’

SECTION AA’

24

COW SHED

STREET VIEW

25

04

26

STUDIO : VI PROJECT TYPE : Mixed-Income group Housing project SITE LOCATION : Church Street, Bengaluru, Karnataka.

CONNECTIONS AND MULTIPLICITIES PROJECT BRIEF : The site chosen is fragmented, yet emblematic of the city, neighbourhood, our institutions and learning experiences.The site comprises of 3 parts: Site A - [un]campus - L –shaped 1.5 acre / extremity of Church Street Ideating newer meanings and engagement with and amongst campuses and institutions lies at the crux of this exploration.

Site B - Testing waters - Church street as connection between the sites.

The insert is to be the face of the campus and has to reach out to the city with tangible, programmatic and intangible strategies.

Site C - incu-ba[i]t-e - 4620sqm / thoroughfare between MG road & Church St. The space designed to be an intellectual and explorative way of introducing and grappling with city, site and institutional intent.

MENTORS : Ar.Meera Vasudev, Ar.Smaran Mallesh, Ar.Deepa Suriyaprakash, Ar.S Madhuri Rao

27

- Continuty of the street and road.

- Multiplicity in different directions.

28

SITE PLAN

AERIAL VIEW

WAY TO UNDERGROUND

The Church street and the MG road extends into the site.Programes are immersed into the ground, sense of curiosity of knowing what is happening in the underground.

SECTION

29

PROCESS

Initial concept - Floating volumes

Multiplicity- Replicating the surrounding buildings

Radiating volumes- continuty with the site, context.

Tube - connection that binds building.

GROUND PLAN

30

Layered volumes that are connected by the tube

AERIAL VIEW

EXTERIOR VIEW

INTERIOR VIEW

STUDIO VIEW

SECTION

SECTION

31

: V, VI, VII. : Construction drawings

1000

6000

1000

05

STUDIO PROJECT TYPE

19000

1000

20000

1880

60000

SPACE FRAME

a space frame or space structure is a truss-like, lightweight rigid structure constructed from interlock

1000

32

7

1000

LAYERED PLAN PLAN

50 DIA STRUT

70

7

70

Advantages of Space Frame Systems · -It is light weight · -Fast, Reliable design & costing · Smart Solutions · Wide, Clear Column-Free Spans · Capacity for any loading · Less structure mass & foundation cost · Durable materials & protective finishes · Economical enhancement of existing buildings · Reduced design & fabrication times & costs · Construction is simple, safe and fast

TREAD CONNECTOR

VIEW OF SPACE FRAME COLUMN DETAIL

TECHNICAL DRAWINGS WO R K IN G D RAWI N G S Site: 50m x 40m The aim is to create a Mixed use building that accommodates 40% Mercentile and 60% Office of Total Built Up Area) – -Retail Floors (One Anchor Shop on both floors combined) -Office floors (Single tenant) -Maximum allowable FAR and allowable Occupational efficiency to be achieved by Design.

-NBC and Region Specific (Bengaluru) Byelaws to be followed TOP GRID STRUTS BOTTOM GRID

RCC COLUMN

0000

1200

MENTORS : Ar.Indranil Bhattacharya, Ar.Anupriya Saxena, Ar.Nishant Bharadwaj, Ar.Rohith Nambiar.

M M BC The studio aim is to have a knowledge about various building materials and building techniques. And to draft construction drawings and details.

MENTORS : Ar.Phani Ram Pingali, Ar.Sameer Sharma, Ar.Shweta Pedaparthi, Ar.Nishant Bharadwaj.

0

king struts in a geometric pattern.

1000

20000

STUDENT NAME:

P.NIKSHIPTHA USN:

SEM:

5

IRW18AT079

SEC:

B

PLATE TITLE:

SPACE FRAME

SUBJECT CODE:

PLATE NO.

18ARC5.2

8

SUBJECT NAME:

MATERIALS AND METHODS IN BUILDING CONSTRUCTION V INTERNAL MARKING:

1

_

2

_

LATE

_

RV COLLEGE OF ARCHITECTURE

33

pr

1

2

2300

3

6000

4

2850

FIRE TRUCK ENTRY

3750

5

6

2850

7

3750

8 13745

6600

1500

CL

k

FIRE TRUCK EXIT LT KIOSK

HT YARD 9000 x 4500

0.00 10300

6000

ENTRY/ EXIT

DG 6500 x 2000

W A

9

RMU

TRANSFORMER

HT

6001

7200

3450

a

3257

N 3

1

5

7

11

9

13

D2

1400

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

W2

1200

3000

b

manhole

1.

300

300

.

2080

MID-LANDING

1800

2.

1658

UP

1400

DN

LANDING

D2 28

26

24

21

19

15

17

1500

electrical shaft

3300

distribution boards

2100 2600

1200

O

2600

lIFT shaft

1100

security check+ baggage

1200 D3

fire shaft

900

1500

3450

shaft

+1200

2

AHU ROOM

hvac shaft

lIFT shaft

A-302

V2

600

c

1100

D2

V2

D1

A-302 2

2850

d

50000

e

billing counters

6300

l

DN

D2

D2 13

5

3

1

300 1400

300

UP

DN

1400

1400

1400

A-301

15

17

19

21

24

26

1 LANDING

A-301

28

D1

2090

2260

3650

D3

900

D3

6300

1 V1

1

1800

1800

2300

B'

lIFT shaft

goods lIFT shaft

store room D1

1400

3750

V1

V1

D4

D4

1

2850

1700

1

2300

V1

V1

3300

D4

PHE shaft

900

6850

4

D4

D4

700

3

D3

D4

2850

900

1

2

i

2700

2350

W1

s

W1

6000

1200

450

4

300

WD DRAWINGGROUND FLOOR PLAN 2850 3750

900

1100

FT

1100

550

540

10

550

1100

900

10300

HT

13

1200

1400

W2

1658 1400

3000

MID-LANDING

15

17

3300

2100

1100

2600

1200

1100 1200 D3

fire shaft

900

3450

2600

V1

1500

shaft

GD1

2850 50000

6300 2800

2400

D2

D2 11

7

5

3

1

1400

300

MID-LANDING

1400

UP

DN

1400

W2

9

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

1400

3200

A-301

15

17

19

21

24

26

1 LANDING

A-301

28

D1

2260

3650

D3

900

D3

900 D3 D4

1

store room

V1

1800

lIFT shaft

1800

2300

D4

V1

1 V1

700

3300

1700

2300

D4

1

900 V1

2850

D1

PHE shaft

goods lIFT shaft

2700

1400 2350

W1

W1

2000

6000

550 k

D3

SLOPE

550

10

540

550

150

1. All dimensions are in millimeters(mm).

2.This drawing is a copyright and 300 owned by this firm, is not to be produced, copied, handover to t parties.

3300

900

D3

900

900

240

1810

6850

550 2000

2500

10

150

3300

1100

2

OPENINGS SCHEDULE:

3 section bb'

150 6850

1810

900

4

300

3750

2

2

SL

900

900

900

300

150

NOTES:

section bb'

A'

2

OP

E

450

1

550

11

19

lIFT shaft

lIFT shaft

MATERIAL SCHEDULE:

2

1

540

FT `

200MM BRICK WALL

550

V1

550

STARTRCC TILE SHEAR 2OO MM WALL

START TILE

FT

SECTION AA’ START TILE

4700

START TILE

3800

3750

2510

4 3750

435

800

450

450

section aa'

4

1000 3690

1500

1200 900

soil pipe 1 waste wat supply pip waste pipe strom wat

RCC COLUMN 600x600

EARTH

revised drawings

300

150

B

B

8190

3

435

3

900

2

900

2

2500

910

1500

1500

115 mm brick wall

1700

900

910

3800

1500

4700

900 1500

9

UP

21

billing counters

DN

13

1

h

j

550

7

300

24

1500

i

10

540

300 540

1100

900

B

E

700

1

540 1

V1

550

5

DN

26

electrical shaft

hvac shaft

security check+ baggage

f

SLOPE

400 1100

V1

700

OP

550

540

V1

3300

V1

550 400 1100

V1

D4

540

E OP SL

550 700

400 1100

540

D4

700

540

D4 SLOPE

plan

700

1

540

540 V1

V1

550

550

SL

700

400

800

3300

V1

400 1100

540

D4

700 OP E

800

400

800 800

2850

SLOPE

800

5

8190

TOILET PLAN

240

5

5

10

3

1800

28

e

5

1500 1000

`

FIRE TRUCK EXIT RMU

TRANSFORMER

1

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

LANDING

D2

600

AHU ROOM

d

1100

D4

SLOPE

PHE SHAFT

A'

2

SL

5

D4

1000 800

toilet oilet plan

8190

D4

1

3

910

D4

1

1

3

FT

800

PHE SHAFT

9 6000

HT YARD 9000 x 4500

300

.

distribution boards

900

D4

5

SLOPE

2

1500

5

8 13745

LT KIOSK

manhole

c

START TILE 366

SECTION BB’

D3

10mm tile drop

5

5

540

734

300

900

3010

1100

2500

450 4700

FT

D4

1

3

3

642

3800

550

700

1

540

1500 10mm tile drop D3

2

3800

4700

700

550 1

540

358

550

550

1000

1100 550

1100

550

2

900

900

550 1

540 V1

D4

FT

7 6600

D2

b

g

V1

400 1100

V1

2

5

3

FT

34

300 300

700

1

540

B'

V1

3300

V1

400 1100

D4

700

550 540

E

V1

800

1604

800

3

section bb' 3300

SLOPE

2

SLOPE

2

550

SLOPE

D4

SL OP E

854 2110

700

400

540

800 800 800

1256

4

SLOPE

FT

A'

2

D4

3650

D3

ROAD

6 3750

D3

10mm tile drop `

10mm tile drop

5

5 2850

a

900

400

5

4 3750

ENTRY/ EXIT

DG 6500 x 2000

OP

5

D3

WIDE

3 2850

0.00

5

SL

2 6000

FIRE TRUCK ENTRY

D4

3

E

24 M

1

1

OP

734

2

D4

SL

1

4

1

SLOPE

2

PHE SHAFT

642

300

key plan

START TILE 366

1

3

358

D4

FT

SLOPE

A toilet plan

j

150

450

1604

854 2110 1256

2

900

2300

5

4

CLIENT - Mr.X 1810

6850

D4

2850

3750

4

3300 400

D4

A

2850

3

1

1604

5

E

240

2

OP

3

D3

WELL-WALLED ARCHITECTS

3010

150

D4

D4

SL

2

2

5

i

D3

A-302

D3

3300

4

SLOPE

h

A

550

project consultant

10mm tile drop 10mm tile drop

1

j

550

D3

2

i

10

540

2000

SLOPE

P 1 V R

START TILE 366

734

V1

2

642

2300

4

358

2500

5

400

D3

3800

E

4700

3

OP

B'

2110

1256 2300 854

3650

SL

1

2

2

4

SLOPE

k

A g p

3010

2

h

3300

1

j

r

MID-LANDING

W2

3200

7

9

2

1

h

11

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

A-302

g

2400

2800

f

1500

1200 3600

600

START TILE

START TILE

sheet title

project consultant

1

2

2300

3

6000

4

2850

5

3750

2850

6

7

3750

8 13745

6600

WELL-WALLED ARCHITECTS

9 6000

CLIENT - Mr.X

key plan 24 M

1 2300

2 6000

WIDE

3

4

2850

FIRE TRUCK ENTRY

3750

5 2850

ROAD

6

7

3750

8

6600

13745

DG 6500 x 2000

FIRE TRUCK EXIT LT KIOSK

10300

1200

1400

W2

1400

3000 6300 2800

1500

1100

2600

1200

1100

D3

2400

50000

900

2

2850

V1

3300 3450

A-302

2

W2

7

5

3

1

300

1400

300

UP

DN

1400

1400

3200

9

1400

15

17

19

21

24

26

1

LANDING

A-301

28

D1

2260

3650

900

D3

900

D3

D4

store room

1

V1

6000

1

D4

V1

V1

700

1700

2700

2300

1800

3300

V1

lIFT shaft

1800

goods lIFT shaft

1400

V1

D4

D4

1

1

900

2300

2300

1

2850

D1

PHE shaft

D4

NOTES:

shaft

2600

10300

1658

15

17

2100

MID-LANDING

D4

k

11

HT

13

MID-LANDING

19

lIFT shaft

lIFT shaft

D2

D2

11

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

D3

j

2

DN

13

1 A-301

i

9

11

9

UP

21

1200

fire shaft

GD1

1

g

7

7

300

24

hvac shaft

security check+ baggage

2

AHU ROOM

billing counters

f

5

5

DN

26

electrical shaft

D2

600

A-302

e

3

3

1800

LANDING

1500

d

1

RMU

TRANSFORMER

1

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

.

28

c

h

2350

W1

W1

13

D2

1400

1200

3000

.

6050

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

MID-LANDING

1800

sub main panel (retail)

1400

UP

Total built-up area = 5,028.19 sq.m

1400

DN

LANDING

BMS ROOM 28

fresh air shaft

26

24

21

19

15

17

sub main panel (office)

1500

distribution boards

3300

1. All dimensions are in millimeters(mm).

2.This drawing is a copyright and owned by this firm, is not to be produced, copied, handover to third parties.

300

300

manhole

electrical shaft

main panel

2100

1100

1200

12650

1100

FIRE TANK 150 CUBIC.M

lIFT shaft

ELECTRICAL ROOM

FAR = 5,028.19/2250 = 2.23

1200

fire shaft

900

3450

OPENINGS SCHEDULE:

utility

2600

1500

hvac shaft

accp

battery

2

c

lIFT shaft

2600

D2

600

A-302

b

A-302 2

2850

d

50000

e

Ups

6300

V2

legend

2OO MM RCC SHEAR WALL

6050

2800

g

115 mm brick wall

12850

f

Setbacks front= 10m back = 8m sides = 8m

200MM BRICK WALL

fire pumps exhaust fan

RCC COLUMN 600x600

PUMP ROOM+FIRE ROOM exhaust fan

EARTH 13

11

7

9

5

3

Height of building =24m = G+5

1

D2

1200

1

V2

1800

1400

A-301

revised drawings

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

MID-LANDING

UP

DN

1400

1

300

1400

3200

300

LANDING

15

17

19

21

24

26

A-301

28

3650

h

HT YARD 9000 x 4500

TOTAL SITE AREA = 1\2 (50+40)50 = 2250 sq.m D2

manhole

distribution boards

a

9 6000

ENTRY/ EXIT

0.00

a b

i

D4

1200

1200

LIFT PIT

2300

hydralic lift machine room

2300

2850

D2

D2

j

phe shaft

exhaust air shaft

LIFT PIT hydralic lift machine room

2700

2350

sheet title

6000

A-103 basement 1

project consultant

WELL-WALLED ARCHITECTS

P.NIKSHIPTHA 1RW18AT079 V sem B sec RVCA

2300

k

CLIENT - Mr.X

key plan 24 M

WIDE

ROAD

WD DRAWING- BASEMENT 1 FLOOR PLAN 1

2

2300

6000

3

4

2850

FIRE TRUCK ENTRY

3750

5

2850

6

7

3750

8

9

13745

6600

6000

ENTRY/ EXIT

DG 6500 x 2000

projec

FIRE TRUCK EXIT

LT KIOSK

HT YARD 9000 x 4500

0.00

RMU

TRANSFORMER

HT

10300

a

3

1

5

7

9

11

WEL ARC

13

D2

300

300

1400

1200

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

manhole

MID-LANDING

.

1800

1658

UP

1400

DN

W2

3000

b

LANDING

28

26

24

21

19

1

15

17

1500

electrical shaft

3300

distribution boards

2100

1100

1200

lIFT shaft

shaft

hvac shaft

V1

1500

2600

D2

600

2600

1100

lIFT shaft

1200 D3

fire shaft

900

3450

security check+ baggage

2

AHU ROOM

A-302

c

GD1

A-302 2

d

2850

project consultant 2

50000

2

6300

6000

2400

2800

f

DN

D2

D2

13

11

7

5

3

1

1400

300

MID-LANDING

1400

UP

DN

1400

1400

W2

9

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

3200

1

h

5

6

7

8

9

billing counters

WELL-WALLED ARCHITECTS g

4

3

1

e

2

A-301

15

17

19

21

24

26

2850

3750

2850

3750

1

6600

7376

6398

CLIEN

LANDING

A-301

28

D1

2260

3650

D3

900

D3

900

i

D3

D4

1

V1

2850

key

store room

D4

1800

D4

V1

1

V1

700

1

V1

V1

goods lIFT shaft

1400

D4

D4

2300

lIFT shaft

1800

1

900

1700

PHE shaft

2300

1

3300

D1

D4

j

2350

W1

W1

6000

2700

2300

k

CLIENT - Mr.X +29550

1650

key plan NOTES: WIDE

1

2300

2

6000

3

4

2850

FIRE TRUCK ENTRY

3750

5

2850

6

7

3750

8

13745

6600

DG 6500 x 2000

9

6000

ENTRY/ EXIT

FIRE TRUCK EXIT

LT KIOSK

HT YARD 9000 x 4500

0.00

OVER HEAD TANK

+27900

ROAD

2400

24 M

1. All dimensions are in millimeters(mm).

2.This drawing is a copyright and terrace +25500 owned by this firm, is not to be produced, copied, handover to third parties.

RMU

TRANSFORMER

HT

10300

a

3

1

5

7

9

11

13

b

300

300

.

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

MID-LANDING

1800

1658

UP

1400

DN

W2

1400

1200

3000

D2

manhole

LANDING

28

26

24

21

19

15

17

1500

3300

distribution boards

electrical shaft

2100

2600

1200

lIFT shaft

shaft

hvac shaft

1100

lIFT shaft

GD1

A-302 2

2850

d

2

2

billing counters

6300

50000

1

e

4050

D3

900

1200

fire shaft

2

3450

security check+ baggage

A-302

AHU ROOM

2600

V1

1500

1100

D2

600

c

4222

NOTES

g

SD1

2400

2800

f DN

D2

D2 11

9

7

5

3

1

300

300

1400

3200

13

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

A-301

MID-LANDING

1400

UP

DN

1400

1400

1

h

W2

OPENINGS SCHEDULE: 15

17

19

21

24

26

2260

3650

900

5th floor +21450

D3

D4

1

store room

V1

D4

1800

D4

V1

1 V1

700

V1

goods lIFT shaft

1400

V1

2300

lIFT shaft

1800

D4

D4

1

1

900

1700

2300

1

3300

D1

PHE shaft

D4

2850

1. All di millim 2.This d owne prod partie

A-301

D1

D3

900

i

2700

2350

W1

W1

4050

k

2300

6000

j

1

LANDING

28

D3

4th floor +17400

OPENI 4050

1. All dimensions are in millimeters(mm).

2.This drawing is a copyright and 3rd floor owned by this firm, is not to be +13350 produced, copied, handover to third parties.

MATERIAL SCHEDULE:

4050

NOTES:

OPENINGS SCHEDULE: 200MM BRICK WALL 2nd floor +9300

2OO MM RCC SHEAR WALL

115 mm brick wall

4050

legen soil pipe 100 dia waste water pipe 100 dia supply pipe 25 dia waste pipe 1st 40floor dia +5250 strom water 150 dia

2

2 W

RCC COLUMN 600x600

11

4050

EARTH

R ground floor +1200

E

1200

revised drawings

gl +0

200MM BRICK WALL

basement 1 -2850

soil pipe 100 dia basement waste water pipe2 100 dia -6300 supply pipe 25 dia waste pipe 40 dia strom water 150 dia

RCC COLUMN 600x600 sheet title EARTH

SECTION 11’

Ase

3450

section

basement 4 -13200

sca 3450

P.NIKSHIPTHA 1RW18AT079 V sem B sec RVCA

she

basement 3 -9750

revised drawings scale - 1:100

3450

3450

2OO MM RCC SHEAR WALL

115 mm brick wall

revi

2850

MATERIAL SCHEDULE:

P.NIK 1RW V sem RVCA

basement 5 -16650

35

project consultant

2

2300

3

6000

4

2850

3750

5

6

2850

7

3750

8 13745

6600

WELL-WALLED ARCHITECTS

9 6000

CLIENT - Mr.X

key plan

550

1

24 M

1

2

2300

WIDE

3

6000

4

2850

FIRE TRUCK ENTRY

3750

5

ROAD

6

2850

7

3750

8

6600

13745

6000

ENTRY/ EXIT

DG 6500 x 2000

FIRE TRUCK EX LT KIOSK

0.00

HT YARD 9000 x 4500

RMU

TRANSFORMER

HT

10300

5

7

11

9

13

300 1400

1200

MID-LANDING

1800

1658

UP

1400

DN

W2

3000

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

LANDING

28

26

24

21

19

15

17

1500

3300

distribution boards

electrical shaft

2100

1100

1200

shaft

hvac shaft

1100

lIFT shaft

D3

900

1200

fire shaft

2

3450

security check+ baggage

2600

V1

1500

lIFT shaft

2600

D2

600

AHU ROOM

GD1

A-302 2

2850

d

2

2

50000

1

e

6300

billing counters

g

2400

2800

f DN

D2

D2 13

11

W2

7

5

3

1

300

1400

3200

9

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

MID-LANDING

1400

UP

DN

1400

1400

1

h

A-301

15

17

19

21

24

26

1 LANDING

A-301

28

D1

1025

2260

900

D3

900 D3 D4

store room

1

1700

1

1800

2350

2400

6000

2700

D1

W1

W1

2300

k

goods lIFT shaft

1400

V1

D4

D4

1 V1

lIFT shaft

2300

1

D4

V1

700

3300

V1

2300

1

D4

2850

V1

D4

PHE shaft

900

1800

3650

D3

i j

NOTES:

a

3

1

7

5

11

9

1. All dimensions are in millimeters(mm).

2.This drawing is a copyrig owned by this firm, is not produced, copied, hando parties.

13

D2 D1

V2

1400

1200

6700

1400 28

26

24

21

19

15

17

1500

electrical shaft

640

6450

5706 distribution boards

2100

p

p

lIFT shaft

OPENINGS SCHEDULE:

u

100

u

2600

1200

1100

D2

3536 2600

3450

1100

lIFT shaft

S

1200 900

fire shaft SD1

2

u

p

p

u

p

S

u

p

3500

W3

2

2850

u

u p

p

p u p OFFICE cafe u

u p

u

u

u

u

6300

u

p

legend

W2

u

p

u

u

p

u

p

p

u

p

u

p

6930

W2

f

u

p

W2

cubicles

200MM BRICK WALL

sm be

2OO MM RCC SHEAR WALL

sm a

W3

p

u

W2

u p

p

p W2

sp 115 mm brick wall

u

2800

p

p

u

p u

p

p u

u

W2

u

13

11

7

9

5

3

u

p

u p

u

u p

p

p

1

su re

EARTH

re l su

D2

1400

1200

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

MID-LANDING

u p

p

p u

u

u

p

p

p

u

W3

p

u

revised drawing

1

DN

LANDING

19

21

24

26

A-301

28

1850

2260

3650

D3

p

u p

u

u

900

D3

pantry

900

i

p u 6450

p

6420

u

1

D4

u

p conference room

p

MANAGER OFFICE

D3

3000

17

6900

15

5820

A-301

D4

400

UP

A

u

1800

1400 1400

1

3200

300

2850

W3

1

3300

2500

D4

1

1

D4

D4

p

pu

u

u p

server room elv shaft

5050

W2

PHE shaft

900

p

u

D4

700

D2

1

j

W2

6000

sheet title

CRCP-105 3rd office

2300

1200

REFLECTED CEILING PLAN- OFFICE k

up pe

RCC COLUMN 600x600

1360

A-302

u

50000

1400

UP

DN

hvac shaft

d

g

MID-LANDING

1800

LANDING

9695

common space

.

u

AHU ROOM

600

1500

3300

open to sky

1500

p

u p

4300

675

3000

11624

c

e

300

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

A-302

b

h

3

1

D2

manhole

c

A-302

10300

a b

project consultant

1

2

2300

6000

3

4

2850

5

3750

6

2850

7

3750

8

9

13745

6600

6000

P.NIKSHIPTHA WELL-WALLED 1RW18AT079 ARCHITECTS V sem B sec

CLIENT -RVCA Mr.X

key plan

PLAN SCALE- 1:20

24 M

1 2300

2 6000

WIDE

3

4

2850

FIRE TRUCK ENTRY

3750

5 2850

ROAD

6

7

3750

8

6600

13745

DG 6500 x 2000

9 6000

ENTRY/ EXIT

FIRE TRUCK EXIT LT KIOSK

0.00

HT YARD 9000 x 4500

RMU

TRANSFORMER

HT

10300

3

1

5

7

11

9

13

300

MID-LANDING

1800

1658

UP

DN

W2

1400

1200

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

.

1400

3000

D2

manhole

LANDING

28

26

24

21

19

15

17

1500

3300

distribution boards

electrical shaft

2100

1100

1200

shaft

hvac shaft

1100

lIFT shaft

1200 D3

fire shaft

900

3450

security check+ baggage

2

AHU ROOM

2600

V1

1500

lIFT shaft

2600

D2

600

c

A-302

10300

a b

GD1

A-302 2

2850

d

2

2

billing counters

6300

50000

1

e

g

DN

D2

D2

A-301

11

7

5

3

1

1400

300

MID-LANDING

1400

UP

DN

1400

W2

9

300

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

1400

3200

13

1

h

2400

2800

f

15

17

19

21

24

26

1 LANDING

A-301

28

D1

2260

3650

D3

900

D3

900

i

D3 D4

store room

1

1800

1800

2300

D4

1 V1

V1

700

V1

lIFT shaft

goods lIFT shaft

1400

V1

D4

D4

1

1

900

1700

2300

1

3300

D1

PHE shaft

D4

2850

V1

D4

2700

2350

W1

W1

NOTES:

a

3

1

5

7

11

9

1. All dimensions are in millimeters(mm).

2.This drawing is a copyright and owned by this firm, is not to be produced, copied, handover to third parties.

13

D2

1400

1200

3000

.

MID-LANDING

1800

u

LANDING

BMS ROOM

u

fresh air shaft

sub main panel (retail)

1400

UP

DN

1400

6050

TRED = 30Omm RISER = 150mm WIDTH= 1400mm .

28

26

24

21

19

15

17

sub main panel (office)

1500

electrical shaft

3300

distribution boards

main panel

2100

1100

1200

u

OPENINGS SCHEDULE:

utility

12650

1100

FIRE TANK 150 CUBIC.M

lIFT shaft

ELECTRICAL ROOM

u

u

u

u

u

u

u

u

u

u

u

u

u

u

u

900

1200

fire shaft

u

accp

battery

2

3450

lIFT shaft

2600

1500

u

c

hvac shaft

2600

D2

600

A-302

b

300

300

manhole

16000

k

2300

6000

j

A-302 2

2850

d Ups

u

legend V2

to yard hydrants

6300

50000

e

u

u

u

exhaust fan

u

u

u

u

u

115 mm brick wall

PUMP ROOM+FIRE ROOM

u

11

7

9

5

3

u

1

u

u

u

u

u

u

u

u

upright sprinklers pendent sprinkler

RCC COLUMN 600x600

supply diffuser return diffusers

EARTH

recessed led type led type 2 suspended led

D2

1400

1200

300

revised drawings

TRED = 30Omm RISER = 150mm WIDTH= 1400mm . .

V2

MID-LANDING

1

1800

1400

UP

DN

1400

3200

A-301

LANDING

15

17

19

21

24

26

A-301

28

3650

u

u

u

u

u

u

u

u

u

u

u

i

u

u

u

u

u

u

u

u

u

u

u

D4

1200

1200

LIFT PIT

6000

exhaust air shaft

LIFT PIT hydralic lift machine room

2700

2300

2300

hydralic lift machine room

2300

2850

phe shaft

D2

D2

u

REFLECTED CEILING PLAN- BASEMENT

36

u

exhaust fan

u

k

smoke detectors above false ceilin

p

13

1

j

u

12850

2800

u

300

h

smoke detectors below false ceilin

2OO MM RCC SHEAR WALL

speakers

6050

f g

200MM BRICK WALL

fire pumps

u

2350

u

u

u

sheet title

CRCP-103 basement 1 P.NIKSHIPTHA 1RW18AT079 V sem B sec RVCA

DE

3000

240MM TH WALL

240MM THICK WALL

HANGER ROD

1580

19MM PLYWOOD MIRROR

2400

HANGER ROD 19MM PLYWOOD

LANCOME PARIS

MIRROR 6MM PLYWOOD 250

6MM PLYWOOD

DRAWER

SAFE

550

SAFE

SECTION BB'

SECTION AA'

SCALE- 1:20

SCALE- 1:20

C

3000 600

240MM TH BRICK WALL

600

580

HANGER ROD

550

B 1160

1020

2400

19MM TH PLYWOOD

A'

6MM PLYWOOD

675

230 TH BRICK WALL

19MM PLYWOOD

MIRROR

SECTION CC'

STUDENT NAME:

SCALE- 1:20

PEDDIREDDY NIKSHIPTHA

WALK-IN-WARDROBE-VII IRW18AT001 SEM

SEM:

USN:

175

SEC:

B

7

PLATE TITLE:

WALK-IN WARDROBE

135

SUBJECT CODE:

230 TH BRICK WALL

PLATE NO.

18ARC72

SHEET NO.

1

2

SUBJECT NAME:

TRUSS

B'

C'

TRUSS

_

GO CHANGE THE WORLD

PURLIN dia75 STRUT TUBE dia 40

EAVE PROJECTION OF 500MM

1330

I SECTION 240 x 150

A

TRUSS

I SECTION 240 x 150

A'

TOP CHORD dia 90 GI SHEET

A

A

J BOLT

500 A'

TRUSS SECTION

TUBULAR STEEL TRUSS -V SEM

TOP CHORD dia 90

BASE PLATE 200X 240

TOP CHORD dia 90

BOTTOM CHORD dia 75

J BOLT

COLUMN 240 X 150

GUSSET PLATE 8MM

PURLIN dia 75 GUSSET PLATE 12 MM

TOP CHORD dia 90

GI SHEET 4MM

FLASHING A'

I SECTION 240 X 150

AT RIDGE

BASE PLATE 200X 240

FLASHING

PURLIN dia 75

GUTTER

TOP CHORD CHORD 95 BOTTOM diaDIA 75

GUTTER

BOTTOM CHORD dia 75

GUSSET PLATE 12 MM

16000

PURLIN 75 DIA

PURLIN dia 75

BOTTOM CHORD dia 75

GI SHEET

BOTTOM CHORD dia 75 GUTTER

667 16000

2159

EAVE PROJECTION OF 500MM

SCALE- 1:250

1330

A

KEY PLAN

ETAILED SECTION

LATE

TIE dia 24

240 TH WALL

A'

LE- 1:250

2 _

Prof. Phani Ram, Asst. Prof.Sameer Sharma

2159

1330

ON 240 x 150

_ (Marks)

240 TH WALL

667

OJECTION M

2159

ALL

1

SCALE- 1:2

15

RIDGE

INTERNAL MARKING:

TELESCOPIC CHANNEL

15

64000

667

3200 3200

MATERIALS AND METHODS IN BUILDING CONSTRUCTION VII

COLUMN 240 X 150

I SECTION 240 X 150

J BOLT

GI SHEET 4

PURLIN d

TOP CHORD 90

TUBULAR TRUSS:

J BOLT

LIGHT IN WEIGHT DETAILED TRUSS SECTION

STRUT TUBE dia 40

-

TOP CHO

SECTION AA’

ECONOMICAL GI SHEET 4MMUSAGE IS HOLLOW TUBES ARE USED SO MATERIAL REDUCED PURLIN dia 75 COUNTER DEFLECTION AND SAGGING J BOLT

TOP CHORD 90

AT RIDGE

STRUT T

37

7260

DETAIL AT CORNER CABINET SCALE- 1:5

KITCHEN DESIGN -VII SEM OVERHANG CABINET

BED ROOM

CHIMNEY

600

3200 X 3800

3000

LIBRARY

620

3000

300 X 300 TILES

535

20MM TH GRANITE

215 175

900

WASTE BIN PULL-OUT CABINET DRAWER

WICKER BASKET

95 190

200

75MM SKIRTING

SECTION AA' SCALE- 1:20

C

B

4030

1190

SECTIO

2000

4030

450

980

B

920

SCALE- 1:2

450

850

GI SHEET TOP CHORD

ANGLE TIE

3

4

5

A'

2800

A

1550

3rd floor +13350

1000

150x75x10

B'

2800

ANGLE TIE 50x50x5

13000

1300

TRUSS

1300

1300

1300

RIDGE J BOLT

202

100x75x10

ATE 240x200

1000

1000

1000

1000

upto 12 m

1000

2500

4050

GUSSET PLATE 8MM T 5000

ANGLE TIE 50x50x5

RD1

upto 7.5 m

upto 10 m

TRUSSES:

600

600

COLUMN 240x150

8520

3880

2500

AT RIDGE

ELEVATION SCALE- 1:200

65x65x6

EAVE BOARD

CLADDING DETAIL OF ACP BY JOINING ITS FRAMES

70

-VI SEM

600

upto 7.5 m

TRUSSES: ALUMINIUM ANGLE system whi - Its a triangulated BRACKET CORRAGATED SHEET 840x2400 roof load. and to maintain ho - trusses are use in factories, w AL . ANGLE stadiums, auditoriums, conve STUDENT NAME: 50 x 50 x 2 mm ANGULAR TRUSS: P.NIKSHIPTHA - Generally Angles,USN: Channels, T BACKER ROD IRW18AT079 - The sections used may be TH eq PLATE TITLE: 100x75x10 - This type SILICON of truss is economi the WEATHER ANGULAR be TRUSS tensile and compressive stre 25

ALUMINIUM ANGLE BRACKET

143 50

AL . ANGLE 50 x 50 x 2 mm 50

BACKER ROD 50

AL. ANGLE CLEAT 18 x 18 x 2 mm

SUBJECT CODE: Alu AL. ANGLE CLEAT 18ARC5.2 fac 18 x 18 x 2 mm SUBJECT NAME: sho It MATERIALS A RIVET CORRAGATED SHEET 840x2400 cei BUILDING CO

ALUMINIUM PANEL WEATHER SILICON

56000

SCALE- 1:2

- trusses are use in factories, warehou stadiums, auditoriums, convention ce 27 ANGULAR TRUSS: SUPPORT FRAME - Generally/ Angles, Channels, T section MASONRY - The sections used may be equal or u - This typeMT of BOLT trussMBx75 is economical and tensile upto 10 m and compressive stress.

FASTENERS

FASTENERS

COLUMN 240x150

30

- Its a triangulated which helps DETAIL AT RIDGEsystem IN TRUSS roof load. and to maintain horizonta -VII SEM

178

FRAME / MASONRY

50

ATE SUPPORT 240x200

100

DETAIL A

5

GI SHEET

DETAIL8mmAT th GUTTER IN TRUSS GUTTER -VII SEM

38

SCALE- 1:20

A'

150x75x10

1200

1300

1500

4050

100x75x10

gl +0

1300

PLAN AT 40

1600

EAVE BOARD

J BOLT

TOP CHORD

1300

AT RIDGE

BOLTS

1st floor +5250

1300

GUTTER

GI SHEET

65x65x6

1300

B'

2800

1600

4050

8mm th

2nd floor +9300

TION

2800

14000

A

ground floor +1200

W3

2800

TOP CHORD

ANGLE T

BOTTOM

GUSSET PLATE 8MM TH

3000

W3

5

105 42

3000

2800

PURLIN

55

4050

SCALE- 1:20

1120

2300

4050

100x75x10

C'

4th floor PLAN AT 700 MM +17400

GI SHEET

SD1

EAVE PROJECTION 600 MM

TOP CHO

100x75x10

4222

J BOLT

I SECTION 240 x 150

GI SHEET

63

4050

TRUSS

ALUMINIUM RIDGE CLADDING J BOLT PANEL

202

BOLTS

5th floor 240 TH WALL +21450

A'

2800

TRUSS

2400

900

GI SHEET

1550

2800

14000

470

3150

+29550

1500

2800

3430 470

3430

2800

terrace +25500

1

5

6

BOTTOM CHORD

2400

7

8

9

EAVE PROJECTION 600 MM

1000

I SECTION 240 x 150

2

570

1930

240 TH WALL

A

CLADD GLAZIN

535

TRUSS

PURLIN

DETAIL B

SCALE- 1:2

INTERNAL MARKING SS SCREW · It ALUMINIUM PANEL 1 STUDEN w P.NIK · It USN: · It IRW1 RV COLLEG · It PLATE 100x75x10

_

400

SCALE- 1:100

LIVINGTV UNIT

A

UNIT

290

LIVING ROOM 3500 X 4500

325

500

50MM WOOD

810

50MM WOOD

250

Y UNIT

SAMSUNG 40' TV

KEYPLAN

ON BB'

20

PHILIPS

TATASKY DISH SETUP

PHILIPS SPEAKERS

DRAWER

DRAWER

700 2100

2310

SAMSUNG 40' TV

900

325

PHILIPS SPEAKERS

325

2310

SCALE- 1:50

NICAM HIFI STEREO

325

725

10

525

325

TURBO DRIVE

35

75

75

EURO-STYLE HINGE

20

ELEVATION

A'

SCALE- 1:20

DETAIL OF HINGE SCALE- 1:2

SECTION

SECTION

SCALE- 1:20

SCALE- 1:20

2620

500

565

815

505

35 10

STUDENT NAME:

PEDDIREDDY NIKSHIPTHA USN:

T

SEM:

SEC:

7

IRW18AT001

ORD

B

PLATE TITLE:

400

SUBJECT CODE:

TIE

18ARC72

M CHORD

PLATE NO.

2

19MM PLYWOOD

SHEET NO.

2

SUBJECT NAME:

DETAIL OF HINGE

20

PLAN AT 200MM

MATERIALS AND METHODS IN BUILDING CONSTRUCTION VII

00 MM

EURO-STYLE HINGE

DRAWER

KITCHEN

SCALE- 1:2

GO CHANGE THE SCALE- 1:20

INTERNAL MARKING: 1

2

LATE

_

_

_

WORLD

(Marks) Prof. Phani Ram, Asst. Prof.Sameer Sharma

SANDWICH WALL PANELS

DETAIL B

30000 10025

10024

9953

ROOF PANEL

DETAIL A

Z-PURLIN 120 x 50

PEB FRAME

SANDWICH WALL PANELS

6300 1200 1200 1200 1200

TH

PEB FRAME DETAIL C

300

PLINTH

SANDWICH PANELS -VI SEM

INSULATION BOARD

ROOF PANEL GASKET-VAPOUR BARRIER

165

PROFILE FILLER 40

135

30

40

176

WALL PANEL

T sections are used. qual or unequal. ical and accept ess.

SANDWICH ROOF PANEL INSULATION

INSULATED GUTTER

GASKET-VAPOUR BARRIER

SANDWICH WALL PANELS

SANDWICH WALL PANELS

Z PURLIN 170 x 50

Z PURLIN 170 x 50 PEB FRAME

PEB FRAME

ELS

NT NAME:

KSHIPTHA TITLE:

COVER FLASHING

230

ich helps to transfer orizontal stability.

OAM warehouse, 40 ention centers etc...

18AT079

SELF-DRILLING SCREW

COVER FLASHING

190 165 56

upto 12 m

SCALE- 1:100

120

LE

SECTION

SEM:

5

SEC:

B

DETAIL A SCALE- 1:5

DETAIL B SCALE- 1:5

SANDWICH PANELS ARE MANUFACTURED IN A CONTINUOUS PROCESS OF JOINING THE INSULATING CORE WITH EXTERNAL LINING, MOST

STUDENT NAME:

PEDDIREDDY NIKSHIPTHA

39

06

40

YEAR : 2021 PROJECT TYPE : Disaster Relief Shelter SITE LOCATION : Disaster hit regions in India.

TETRIS COMPETITION BRIEF : AREA: 18 sq.m for a family (incremental) The aim was to design a temporary shelter for natural disaster victims. The challenge is to design a transportable, sustainable shelter that can support a sizable community and requires little maintenance. Making it ideal for deployment to any disasterstricken area lacking basic facilities and it also helps restore personal space and a sense of dignity for the victims.A self-contained, modular refugee-shelter unit is to be designed. It can be mass-produced with a minimum of materials and is easily stockpiled, making it a versatile emergencyshelter unit.

TEAM-MATES : K.Bhavana, R.Amruth Sai Charan.

MENTORS : Ar.Nishant Bharadwaj, Ar.Mayank Singh

41

The design is named after the puzzle “Tetris” .The conc an inspiration in which pieces fit together to maximize t

> FOLDING- BEDROOM PROTOTYE

> FOLDING- LIVING ROOM PROTOTYE

FOLDING MECHANISM: The folding is inspired from snapology. The rigidity and flexibility of the structure is retained after multiple folds and unfolds.

PAPER MODEL

42

cept is to formulate a flexible and modular housing for disaster victims. The tetris game concept is taken as the usable space. The shelters are strategically placed to provide common spaces for each family by retaining the idea of privacy .The prototypes are designed in a way to fit into each other and form a bigger module.The modules are in a basic shape to emphasize on practical functionality of the design. The prototypes are made of Polycarbonate wall panels which can be unfolded on the site. The folding mechanism makes the transportation and construction easier. The construction can be done by 5-10 people on site.

d

There are two prototypes: living , Bedroom.

These prototypes become a module containing a livingspace ,a bedroom and a bathroom. Every prototype is attached with a set of sola-panels which would provide electricity to the in dividual prototype .The bedroom prototype is provided with a water storage system which stores the rainwater. The water system is provided just above the bathrooms which make the circulation of water easier. The water-system contains an R.O purifying system which supplies drinking water to the modules.

>

INSTALLATION

>

- Install the emergency flooring which is developed using wooden pallets. It is a modular flooring sysytem is easier to install.It was introduced by an Indiegogo campaign.

- The prototypes are unfolded by removing the interlock between them.

- The unfolded prototypes are made rigid by installing wall panels on either side of the structure.

- The prototypes are brought together to make modules.

- The modules then form clusters.

STACKING PROCESS: The prototypes are interlocked into each other to form a strong bond. This makes it easier to transport.

> 43

COURTYARD VIEW

INTERIOR VIEW

ENTRANCE

BEDROOM PROTOTYPE

CLUSTER PLAN

18m X12m Cluster Size Each module/Family gets 19.5sq.m area including the bathroom

44

LIVING ROOM PROTOTYPE

The proposed clusters optimize the modules and are used for common interactive spaces. Within the clusters there are common interactive spaces which can be used as therapeutic spaces.

B

A’

A

COMMUNITY SPACE

B’

SITE PLAN

SECTION AA’

SECTION BB’

45

07

46

MAP CREATED BY QGIS SOFTWARE

OTHER WORKS

47

The lotus leaf has two different patterns : voronoi and venetion network.

A surface is created by lofting a curve with two sine curves. By component ‘populate geometry’ we get random points on the surface.

Voronoi network: by creating a voronoi boundry with the populated points and by ‘brep I brep’ we get the network on the surface.

Venation network: the popultaed points are used to create the network and piped.

DIGITAL ARCHITECTUREGRASSHOPPER SOFTWARE

48

RHINOVAULT - GRASSHOPPER - First a planar surface is created.

- Then a mesh is created on the surface.

- Deconstruct mesh to get vertices.

- And mesh edges to get lines.

- These lines are multiplied by using number slider to adjust the heigth of the vault.

- The vertices are given load to adjust the form of the vault.

- Some anchor points are choosen where the vault meets the ground.

- the kangroo bouncy solver is used to get the final result of the vault.

RELUX SOFTWARE Lighting fixtures used: - KSDLHS10CF-W40 Ceiling mounted luminaire 10w LED 4” Standard Downlight - Cool White - LICHT + RAUM, U70 (U70 LED WAND 1160) - Glamox, C10-W (C10-W 128 CO) mounted on wall Calculation algorithm used Average indirect fraction Maintenance factor = 0.80 Total luminous flux of all lamps = 13900.00 lm Total power = 182.0 W Total power per area (20.00 m²) = 9.10 W/m² (3.50 W/m²/100lx)

49

ACRYLIC - CANVAS PAINTING

HANDMADE MODEL

50

DIGITAL POSTER

WATERCOLOUR RENDERING

51

PHOTOGRAPHY

52

MUDWALL WORKSHOP

BAMBOO WORKSHOP

53

THANK YOU...!!!

+ 9 1- 6 3043962 28 p.nikshiptha0 50 9@g ma i l .co m NIKSHIPT HA PE D D I E R E DDY