Sumanth N | Rv college of architecture | ug portfolio

a rchitec t ure

p o r t f o l i o

s u man t h . n

ABOUT ME

1. I believe in "Simplicity is a great virtue" but

COMPETITION

2ND PRIZE - IPSA DESIGN TROPHY 2022 INDIA international conference

it requires hard work to achieve it and

(GROUP OF 2)

education to appreciate it.

OTHER ACTIVITIES 2. Designing simple solutions is often foundation to providing all other systEM

-bike RIDING AND EXPLORING

qualities.

-LOVE TOWARDS NATURE -CRICKET,bgmi -PARTICIPATIng COMPETITION AND

3. My design thinking is more towards Architectural simplicity, minimalist and linear aproach towards the design and SITE

TOURNAMENTS -HEALTH AND AWARENESS -PHOTOGRAPHY

RESPONSIVE which reflects the contemporary nature and sustainable

TECHNICAL ABILITIES

features.

-DIGITAL ART AND SKETCHING -MODEL MAKING AND HANDICRAFT -LEADING IN GROUP ACTIVITY - FAST LEARNER -TIME MANAGEMENT

SOFTWARE SKILLS

AUTOCAD SKETCHUP V RAY INDESIGN PHOTOSHOP REVIT Q GIS MICROSOFT ENSCAPE lumion

m trace procreate

CV

INDEX

01. in-between -the lighthouse site location : surathkal .manglore

SUMANTH .N MAIL SUMANTHORANGE1115@GMAIL.COM

02. dhi -campus design

PHONE +91 7406042103

site location : SURATHKAL,MANGLORE

+91 9652970407

ADDRESS VASANTHANAGAR HULIYAR 572218

03. measured

TUMKUR (DIST)

-mixed use building

KARNATAKA site location : banglore

LANGUAGES KANNADA ENGLISH HINDI TELUGU

04. sudhaya -housing for migrants

EDUCATION site location : shimla

VIDYA VARIDHI INTERNATIONAL SCHOOL

NARAYANA IIT ACADEMY NIZ

RV COLLEGE OF architecture

TUMKUR

BANGLORE

CGPA 9.2

MADHAPUR, HYDERABAD CGPA 9.2

2006-16

2016-18

2018-2023

05. vruksha (competition) -the treehouse site location : indore (mp)

IN.BETWEEN project brief: reinterpretation of existing surathkal lighthouse on the shore of arabian sea. to explore the idea of territory.

25M

50M

N

100M 1:50 A2

elem en t

s ea

li g h t h ouse-f u n c t i on

v er t i c al

sky

v i s ual balan c e m i n i m ali s t ap p r oac h

h or i z on t al elem en t s ea

lan d

public-art gallery

e le vati o n

se cti o n

v i e w i n g element 1 . t o w ards sea 2 . t o w ards light hou se

G F E

D

C B

A

1

2

5M

10M

N

20M 1:8 A2

dhi project brief: marine institute and a museum in connection with the lighthouse. location:surathkal,manglore(karnataka) lighthouse

marine institute

l ig h t h o us e

l ig h t h ou se

site

site

25M 25M

50M

N

50M

N

100M 100M 1:75 A2

1:75 A2

lig hthous e re spo n d in g to

f ac i n g t o w ar ds

na tu ral elem en ts in site

l i ght ho us e

sea

r e f l e c t i n g t he 2 bar t y p o l o gy

de s i gn e l e me n t s o f l i o ght ho u s e

lowest level ( w at e r b o dy ) place d acco rdi n g to s i te co n di ti o n s

c o mp ar at i v e l y f l at l an d

in connecti o n w ith the lig ht ho u se

200m buffer

3m co n to ur dro p

concept

1.public entry to site 2.student and staff entry to site 3.parking 4.stone walkway 5.open air theatre 6.playground

10M

25M

N

50M 1:20 A2

m as t er p lan

1.entry to basement 2.cafeteria 3.washroom 4.auditorium 5.marine museum 6.library 7.office 8.classrooms 9.dormiteries 10.cable car station

exp l ode d v iew

measured 40 M

w or k i n g drawings project brief: this is a mixed

stratergies and nature centric

56 M

use building with passive design SITE

approach to meet the comfort of the occupance in

urban scenario.

location:banglore (south facing site)

2 4 M R OAD

construction type:composite structure

P AR K

1.electric room 2.fire staircase 3.pump room 4.return exhaust (basement 1) 5.supply exhaust (basement 1) 6.dg set,ht yard 7.ahu room 8.washroom 9.HVAC RETURN EXHAUST 10.retail floor 11.office floor 12. PUBLIC SITOUT 13.EMERGENCY FIRE EXIT

F I R E S H AF T H V AC R ET UR N DU C T P H E SH AF T

ELEC T R I C AL S H AF T

LI F T S H AF T

exp lod ed v i ew

GR O UND F LOOR PLA N (RE TAI L ) A

FO U R T H F LOOR P LAN ( OF F I C E)

40

A

B

C

D

A

B

C

D

2 1.75

UP

6 2

STORE ROOM

MENS WASHROOM

PACKAGED UNIT

FIRE SHAFT PHE SHAFT

MENS WASHROOM

6

6

PHE SHAFT

0.6 AHU SHAFT

ADMINISTRATION

AHU ROOM

WOMENS WASHROOM

0.75

0.75

0.6

0.6

A

TRAIL ROOMS

B

C

D

B

C

2.3 0.6

5

5

ELECTRICAL SHAFT

A

FIRE EXIT STAIRCASE 2

2.8

2.2

2

6

CABIN

0.6 0.85

4 UP UP

UP FIRE EXIT STAIRCASE 2

40

WORKERS WORKSPACE

3.15

3.8

6

A

2.8

MEETING ROOM

DN DN

DN

3.15

CABIN

WOMENS WASHROOM

6

6

AHU ROOM

6

AHU SHAFT FIRE SHAFT

PACKAGED UNIT

7

7

0.6

ELECTRICAL SHAFT

1.75

1.8

4

6

7

7

ADMINISTRATION PACKAGED UNIT

3.15

2.47 MENS WASHROOM

FIRE SHAFT PHE SHAFT

DN DN

DN

1.75

6

1.8

0.6

WOMENS WASHROOM

1.8

0.75

0.75

WOMENS WASHROOM

4 MEETING ROOM

3.15

3.8

2.2

0.6 UP

CABIN

6

UP

ENTRY T0 BASEMENT

WORKERS WORKSPACE

1'

4

8

DN

DN

SHOWCASE

CABIN

1.75

WORKSPACE

6

0.6

3.15

0.6

AHU ROOM

3

AHU ROOM

6

4

UP

STORE2.4 ROOM

MENS WASHROOM

PHE SHAFT

AHU SHAFT UP UP

FIRE SHAFT

PACKAGED UNIT

UP

6

1.75

2.8 0.6

3.15

3

2.4 0.6

2

1.8

AHU SHAFT

INTERNAL STAIRCASE

RESTING AREA

8

UP

FIRE EXIT STAIRCASE 1

RECEPTION

6

1.8 0.6

2.8

56

BMS ROOM

6

2.4

6

3 EMERGENCY FIRE EXIT

3.8

3.1

MAIN ENTRY

8

3.5

4.8

EMERGENCY FIRE EXIT

2.4

BMS ROOM

RECEPTION

1.8

4.5

0.45

1.8

0.45

2.8

2.4

6

6

2 3.15

8

3

8

1.8 PUBLIC/VEHICLE MOVEMENT

WORKSPACE 4

1'

1.25

SHOWCASE

8

3

0.6

4

DG SET 4000X6000

8

8

DN

DN

UP

YARD

4000X6000

2

8

1.8

FIRE TRUCK MOVEMENT

UP

UP

2.75

6

UP

3.15

HT

0.45

4

4

56

1

0.45

0.6

FIRE EXIT STAIRCASE 1

2.8

INTERNAL STAIRCASE

RESTING AREA

8

3.8

ELECTRICAL SHAFT

1.8

SUPPLY AIR SHAFT

SECURITY BAGGAGE

0.6

6

EXHAUST AIR SHAFT

2.6

2.2

2.2 0.6

ELECTRICAL SHAFT

0.85

FIRE EXIT STAIRCASE 2

2.8 5

TRAIL ROOMS

5

2

BILLING

FIRE EXIT STAIRCASE 2

2.8

ENTRY T0 BASEMENT 0.45

0.45 6

A'

0.45 6 BILLING

2

8

2

8

0.45 8

2

6

EXHAUST AIR SHAFT

0.6

2 MAIN ENTRY

SUPPLY AIR SHAFT

SECURITY BAGGAGE

3.5

8

2.6

2.2

1.75

8

1

24

0.45

4.5

R O AD

0.45

0.45

UP

2.75

6

8

YARD

8

4

DG SET 4000X6000

4000X6000

PUBLIC/VEHICLE MOVEMENT 1.25

0.45

0.45 6

8

BA S E MENT - 1 PLA N

1.75

8

6

A'

24

ROAD

B

6

0.45 6

2

8

40 A

0.45 8

2

2

bas i c s i t e c alc u lat i on s

-si t e ar ea- 2 2 5 0 s q m

D

C

2

-ma x p er m i s s i b le f ar i s 2 .5

5.2

0.6

PHE SHAFT 900 X 1500MM

PUMP ROOM

4 0 %r et ai l= 2 2 5 0

6

7

UP

-ma x b u i ld u p ar ea 2 .5x2 2 5 0 = 5 6 2 5 PUMP MACHINE ROOM

BASEMENT-1 ENTRY

FIRE SHAFT 900 X 1500MM

5.2

6 0 %r et ai l= 337 5

1.9862

6

0.6

6

UG TANK OPENING 0.75 DN DN

-ma x g r ou n d c ov er ag e= 4 5 %s i t e ar ea

UG TANK OPENING UP UP

40

2 WAY DRIVEWAY A

FIRE EXIT STAIRCASE 2

2.8

B

6 5

2

0.6

5.2

ELECTRICAL SHAFT

D

C

-ma x h ei g h t of t h e bu i ld i n g =

ELECTRICAL ROOM

1.5( r oad w i dt h +f r on t s et bac k)

FIRE EXIT STAIRCASE 1 7

2.8

0.6

PHE SHAFT 900 X 1500MM

UP UP

PUMP MACHINE ROOM 2 WAY DRIVEWAY

PUMP ROOM

6

4

0.6

6

UP

48

= 10 12 .5 s q m

6

3.15

BASEMENT-1 ENTRY

FIRE SHAFT 900 X 1500MM

5.2

3.15

= 1.5 ( 2 4 +8 )

DN DN

3

1.9862

UP

0.6

0.75 6

0.6

6

8

UG TANK OPENING

DN

=48m

UG TANK OPENING

3.15

6 UP

2 WAY DRIVEWAY

2 WAY DRIVEWAY

0.6

8

ELECTRICAL ROOM

5

4

48

0.6

6

5

2

0.6 ELECTRICAL SHAFT

6

FIRE EXIT STAIRCASE 2

2.8

FIRE EXIT STAIRCASE 1

1

2.8

UP

2.4

2.4

2.4

2.4 3.15

2.4

2.4

2.4

0.45

8

2.4

8

DN

8

2.4

0.45

UP

0.45

2 WAY DRIVEWAY 0.45

6

ALL DI MEN S I ON S AR E I N M 0.6

UP

8

2.4

3

2.4

2 WAY DRIVEWAY

6

5M

10M

N

6

2

8

8

HT

2

8

FIRE TRUCK MOVEMENT

20M 1:10 A2

SMOKE DET ECT ORS RCP LAYO UT-GF

SP R I N K LER R C P LAY OUT - 4 T H F

40 A

B

C

D

A

B

D

C

2 1.75

6 2

7

0.6

B

C

2.4

6 2.4

7

7

ADMINISTRATION

FIRE SHAFT

0.6

8 4

6

2

8

8

2

UP

6

UP

8 3.15

6

8

8

DN

DN

UP

0.6

4

3

3

0.45

2.8

1.8

8

INTERNAL STAIRCASE

RESTING AREA

8

2.4

3.15

1.75

4.8 RECEPTION

0.45

1.8

2.75

1.75 0.6

0.45

0.6

4

56

1

BMS ROOM

0.45

1.8

FIRE EXIT STAIRCASE 1

2.8

6

2.47

5

5

2.4

6

2

6

EMERGENCY FIRE EXIT

4.5 1.75

ELECTRICAL SHAFT

1.8

2.4 0.6

FIRE EXIT STAIRCASE 2

2.8

0.6 3.5

3.8

3.1

2.2

0.6

2.6

CABIN

6

2.2

ELECTRICAL SHAFT

0.85 3

1'

8

6

TRAIL ROOMS

0.6 UP

FIRE EXIT STAIRCASE 2

3.15

3.8

2.2

MEETING ROOM

DN

UP

WORKERS WORKSPACE

1.75 4

DN 4

CABIN

WOMENS WASHROOM

0.75

0.6

2.8

2.3 0.6

1.75

AHU ROOM

1.8

0.75

3.15

4

MENS WASHROOM

6

PHE SHAFT

6

6

0.6

WOMENS WASHROOM

3

3 0.6

PACKAGED UNIT

3.15 1.8

AHU ROOM

2.47

AHU SHAFT

6

2.4

STORE ROOM

MENS WASHROOM

PHE SHAFT

1.75

2.8 0.6

FIRE SHAFT

0.6

2

1.8

PACKAGED UNIT

2.3

3

6

1.8

4

56

1.75

0.6

3.15

C

0.6

6

3.8

6

6

6

1.8

AHU SHAFT

B

5

5 0.85

2.8

A

2.8

0.6

UP

0.6

D

2.2

2

6

A

2.8

4

6

40

0.6

3.15

3.8

8

A

4

D

0.75

0.6

6

6

0.75

3.15

6

6

6

7

0.6

1.8

4

WORKSPACE SHOWCASE

4

0.6 0.45

3.1

0.45 6

4.8

0.45

8

0.45

2

BILLING

8

2

8

8

ENTRY T0 BASEMENT

2

6

1.75

8

2.2

6

EXHAUST AIR SHAFT

2

MAIN ENTRY

0.6 SUPPLY AIR SHAFT

SECURITY BAGGAGE

3.5

8

2.6

1'

2.2

8

E

0.45

1

24

0.45

4.5

ROAD

0.45

0.45

UP

2.75

6

8

YARD

8

4

DG SET 4000X6000

4000X6000

PUBLIC/VEHICLE MOVEMENT 1.25

0.45

0.45 6

L I GH TING RC P LAYOUT B-1

0.45 8

2

8

0.45 6

2

8

1.75

8

6

24

A'

A

B

6

2

se r v i c es r eq u i r em en t

ROAD

40 C

D

2

5.2

sp r i n k ler s y st em ( ac c n bc )

7

6

1.s prinkler placement-3m radius 0.6

2.sprinkler should be placed atleast

5.2

1.9862

6

0.6

450mm fromth glazing.

6

0.75

3.15

3.sprinklers are not provided in

40 2.8

B

5

6

D

C

2

0.6

basement ramp,staircase lobby

6

A

5.2

48

staircase,liftlobby,fire exit passsage service rooms.

7

0.6

PHE SHAFT 900 X 1500MM

PUMP MACHINE ROOM

PUMP ROOM

6

4

6

UP

0.6 2.8

BASEMENT-1 ENTRY

FIRE SHAFT 900 X 1500MM

3.15

0.6

1.9862

8

UG TANK OPENING

sm ok e det ec t or s ( ac c n bc )

6

0.6

6

3

5.2

0.75 DN

UG TANK OPENING

3.15

1.radius of 7.5m

6

UP

2 WAY DRIVEWAY FIRE EXIT STAIRCASE 2

5

2

8

0.6

5

ELECTRICAL ROOM

4

48

0.6

6

2.connected to elv shaft

0.6 ELECTRICAL SHAFT

6

2.8

FIRE EXIT STAIRCASE 1

1

2.8 2.4

2.4

2.4

2.4

2.4

0.45

8

2.4

2.4

2.4

0.45

3.15

8

2.4 UP

0.45

8

2 WAY DRIVEWAY

0.45

6 DN

ALL DI ME NS I ON S AR E I N M 0.6

UP

8

2.4

3

2.4

2 WAY DRIVEWAY

6

5M

10M

N

6

2

8

8

HT

2

8

FIRE TRUCK MOVEMENT

20M 1:10 A2

ba s i c c a l cu la t ions and r e qui re me n ts o ft he a . OC C U P A N C Y

bui l di n g ( ac c t o n b c )

c.stan dard di m en s i on an d r eq ui r em en t s of se rvi ce sp ac es

floor area lo ad factor

occupancy/ floor

retail staff

gf - 68 0

3 ( reta il )

68 0/ 3 = 226

10%(226)=23

1 f -610

6( reta il )

61 0/ 6= 1 01

10%(101)=11

2f - 42 5

6( reta il )

4 25/6= 7 0

10%(70)=7

3f - 42 5

1 0( o ffic e)

4 25/1 0= 4 2

t o t al s t af f = 4 1

4f -5 10

1 0( o ffic e)

51 0/ 1 0= 51

5f - 605

1 0( o ffic e)

605/ 1 0= 60

6 f - 700

1 0( o ffic e)

7 00/ 1 0= 7 0

7f - 7 95

1 0( o ffic e)

7 95/ 1 0= 7 9

1.li ft l o bby- 1.5 ( dep t h of li f t ) 2.pump ro o m - 12 5 m s q 3.e l e ctri ca l r oom - 36 m sq 4 .ahu ro o m ar ea= f loor ar ea( 0 .0 2 ) 5.ramp slop e 1:10

t o t al visitors=356

6.two way d r i v e w ay - m i n of 6 .5 m 7.parki n g 2 .5x5 m ( c ar 8.to tal e lec t r i c al load = 36 1.5 kva(10 %+20 %) on d em an d

to ta l = 7 0 0 p

tran sfo rm er c ap ac i t y = 6 30 kv ( n ear es t stan dard) 4 m x6 m

b. bui l di n g w at er usa ge r e qui re me n t domestic

flushig

-retail staff (41x25l/day) = 1025l

-retail staff (41x20l/day) = 820l

-retail visitors (356x5l/day) = 1780l

-retail visitors (356x10l/day) = 3560l

-office workers (303x25l/day) = 7575l

-office workers (303x20l/day) = 6060l

total

total

=10380l

dg se t =60 0 k v a 4 m x6 m

d.l i ft hc c alc u lat i on s - assuming lift at speed of 1.5 m/s of rtt 165 seconds -lift 1(2.8x2.4) 26p gf-7f lift 2(2.8x2.4) 26p gf-7f lift 3(2x1.7) 6p 3f-7f

=10440l

q1(0.8) q1(0.8) q2(0.8)

-hc=300/rttxno.p(q1xn1+q2xn2) -13.2%

SE R V I C E S suspended light

uprightsprinklers

hvac duct

smoke detector

electrical line

1'

4

3

from

0.6

ahu room

phe shaft

3.9 2.6 2

0.5

2.4

0.6

0.6

4

0.6

0.6

0.8

0.6

0.6

0.4

6 through workspace

DET A I L E D OF F ICE S ECT ION(WI TH SE RVI CE S)

1.2

through column-beam

ALL DI M EN S I ON S AR E I N M

de t a i l e d dra w ings 2 1.1 FIN PLATE

axon om et r i c v i ew

GLASS FINS TO SUPPORT DGU TYPE 1

1'

s p i d er g laz i n g s y s t em f i t t i n g d et ai l 4

GLASS FINS TO 3 SUPPORT DGU TYPE 2

s c ale 1:4 - bu i ldi n g ext er i or f ac ad e

SPLICE PLATE A

2.6

A

40

SPIDER FITTING B

C

D

0.6

A

B

2 1.75

UP

50mm concealed channel for electrical 0.6 wire AHU SHAFT

STORE ROOM

MENS WASHROOM

7

AHU SHAFT

0.02

ADMINISTRATION

1.2

25mm th hardwood table top

2

PACKAGED UNIT

0.15

FIRE SHAFT PHE SHAFT

6

PHE SHAFT

0.2

FIRE EXIT STAIRCASE 2

UP

GLASS FINS TO SUPPORT 2.8 DGU TYPE 2

0.3

1.02

0.6

5

2.6

TOUGHNED GLASS

CABIN

6

0.3 2.2

TRAIL ROOMS

ELECTRICAL SHAFT

0.85 SPLICE PLATE

MEETING ROOM

storage space

3.15

3.8

WORKERS WORKSPACE 0.7500

UP

GLASS FINS TO SUPPORT DGU TYPE 1

2.8

0.3

0.3

FIRE EXIT STAIRCASE 2

5

6

3.15

ELECTRICAL SHAFT

1.8

SPIDER FITTING

2.4

BMS ROOM

6

EMERGENCY FIRE EXIT

3.8

0.8

SPLICE PLATE

0.4

0.2

0.4

RECEPTION

Leg space 20mm th plywood supports open storage space

6

SHOWCASE

ENTRY T0 BASEMENT

scale 1:8 2

6

3

0.6

WORKSPACE 4

1200 2.2

desk screen with aluminium frame Drawer below

0.6

60X40MM C CHANNEL PERPENDICULAR AT 600 CC

-o f f i c e w orks pa ce

EXHAUST AIR SHAFT

2.6 50X50MM L ANGLE CLEAT AT 600 CC

MAIN ENTRY

SUPPLY AIR SHAFT

SECURITY BAGGAGE

3.5

CONNECTOR

8 PERFORATED GYPSUM BOARD 12MM

2.75

50X50MM L ANGLE CLEAT AT 600 CC YARD

0.45

2

8

8

8

PUBLIC/VEHICLE MOVEMENT 1.25

HANGER 0.45

0.45

0.45 8

2

8

0.45 6

2

8

8

1.75

6 2'

1

2

2

1'

3

4

5

6

7

A'

60X40MM C CHANNEL PERPENDICULAR AT 600 CC

24

ROAD

+31.65 TERRACE

PERFORATED GYPSUM BOARD 12MM

+27.75 7TH FLOOR

60X40MM FURRING CHANNEL AT 600 CC

+23.85 6TH FLOOR

+19.95 5TH FLOOR

+16.05 4TH FLOOR

+12.15

40 A

B

6

3RD FLOOR

D

C

2

+8.25 2ND FLOOR

5.2

+4.35

0.6

PHE SHAFT 900 X 1500MM

PUMP ROOM

+0.45 GROUND FLOOR

6

7

UP

1ST FLOOR

PUMP MACHINE ROOM

BASEMENT-1 ENTRY

FIRE SHAFT 900 X 1500MM

5.2

-3.85

1.9862

UG TANK OPENING

6

0.6

6

BASEMENT-1

0.75 DN

UG TANK OPENING

3.15

-7.25

UP

BASEMENT-2 2 WAY DRIVEWAY

FIRE EXIT STAIRCASE 2

-10.65

ELECTRICAL SHAFT

6

BASEMENT-3 0.6

5

2.8

-14.05 BASEMENT-4

4

0.6 FIRE EXIT STAIRCASE 1

2.8

2 WAY DRIVEWAY

UP

ALL DI MEN S I ON S AR E I N M

3.15 DN

0.6

3

s c h e m a t i c SEC T ION

6

48

ELECTRICAL ROOM

8

UP

2 WAY DRIVEWAY

6

5M

10M

N

6

2

8

4

DG SET 4000X6000

CONNECTOR 6

6

FIRE TRUCK MOVEMENT

4000X6000

29 RODS

1.02

0.45

UP

52

HT

0.45

8

1

4.5

60X40MM C CHANNEL PERPENDICULAR AT 600 CC

telescopic channel

5

HANGER RODS

60X40MM FURRING CHANNEL AT 600 CC

1.2

1.8

BILLING

60X40MM C CHANNEL PERPENDICULAR AT 600 CC

25mm th hardwood table top

3.15

1.8

UP

of f i c e f urnit u re

0.4

0.60.6 1.2 1'

DN

4

3

0.8 0.60.60.60.6

2.8

DN

2.4

2.4

UP

3.15

TOUGHNED GLASS

UP

pla n a n d t op v iew

1.8

0.45

8

56

3.2

4

4

0.6 FIRE EXIT STAIRCASE 1

2.8 FIN PLATE TO FIX T SLAB

INTERNAL STAIRCASE

RESTING AREA

0.8

1.8

ROUTEL

CABIN

WOMENS WASHROOM

0.75

0.6

MENS WASHROOM

DN

FIN PLATE

AHU ROOM

0.15

0.65

DN

3.2

WOMENS WASHROOM

FIN PLATE TO FIX T SLAB 0.75

pull-out drawer hafele euro hinge 15mm th plywood partition

6

AHU ROOM

2 1.1

ROUTEL

0.5

FIRE SHAFT

PACKAGED UNIT

2.6 2

12mm desk screen 6

7

3.9

50mm dia wire manager

SPLICE PLATE

C

20M 1:10 A2

sudhaya project brief: community living for migrant labours from konkan coast to shimla,a space to house their aspirations and to help them adopt to the new context. location east shimla (himachal pradesh)

6.lightweight

5.steel trusses -long span

materials

structure

-sustainable

-wooden partition

mate ri als

-flexibility

living 4.staggeredness

3. migrant workers

-economy -living

structure

dependency

-to get views -topography

mi gran ts co n ce pt

view

public public

hot air 1.design challenges

2.solutions

-landslide -thermal comfort -topography

si te

-build less

strate rgy

-low ceilng height, -tightghtly packed

-on site construction cold air

settlement,

c old w i n d f r om h i m alay as site

north

vi e ws

v alley

s ite s t u dy

1.entrance 2.gathering space 3.open workshop 4.housing 5.restaurant 6.food processing unit 7.vertical circulation 8.management 9.training 10.anganwadi 11.dorms 12. recreation

1.entrance 2.gathering space 3.vertical circulation 4. restaurant 5.open workshop 6.parking

m a s t e r p l an

10M

25M

N

50M 1:15 A3

vruksha ipsa trophy-2022 -2nd prize, international conference challenge 2: treehouse project brief: designing a single unit of 60 msq treehouse ,a dream place capable of inspiring the imagination every guests offering a unforgattable

PRODUCED BY AN AUTODESK STUDENT VERSION

holiday experience..

SL LIN

e l e vati o n

cro ss se c t i on

SITE : WONDERLAND WONDERLAN AT, AT, VILLAGE VILLAGE DATODA, DATODA, PRODUCED PRODUCED BY

BY AN AN AUTODESK AUTODESK STUDENT STUDENT VERSION VERSION

LATITUDE LATITUDE :: 22°35’12.35 22°35’12.35 LONGITUDE: LONGITUDE: 75°53’52.1 75°53’52.1

CLIMATE CLIMATE -Madhya Madhya Pradesh Pradesh has has aa comp comp 1.hot 1.hot dry dry summer summer (April-June (April-Jun 2.monsoon 2.monsoon rains rains (July-Septe (July-Septe 3.cool 3.cool and and relatively relatively dry dry win win

l on git udinal s ect io n

The The average average wind wind speed speed -- 3 3 The The average average temperature temperature -- 2 2 The The average average reletive reletive humidit humidit Predominantly Predominantly wind wind blow blow fro fro The The driest driest month month -- April-3 April-3 m m The The greatest greatest amount amount of of prec pre PRODUCED BY

BY AN AN AUTODESK AUTODESK STUDENT STUDENT VERSION VERSION PRODUCED

irregular structural element truss

ORIENTATION ORIENTATION && PLACEME PLACEME

reflecting the stabilty of a tree

response to sun light

branches

LOPE ANALYSIS SLOPE ANALYSIS AND AND VALLEY VALLEY NES OF INES OF SITE SITE

SITE SITE ANALYSIS ANALYSIS AND AND PLACEMENT PLACEMENT ON ON SITE SITE

2M 105 105MMLVL LVL

97 97MMLVL LVL

SITE SITE SECTION SECTION ALONG ALONG THE THE POSITIONING POSITIONING OF OF DESIGN DESIGN

4M

8M

N

1:4 A3

ar t w ork an d i llu str ati o n

i

would

like

to

thank

my

to

be

best,and

inspiring

me

there

guide

to

me

my

when

i

teachers for

needed.

for being