ARCHI

TECTURALREPRESENTATI
ON AND DETAI
LING REPORT
DRUG REHABI
LITATI
ON CUM DEADDI
CTI
ON CENTRE,KARANJADE,PANVEL

ROHI
T SUNI
LDHOTE |SI TECTURE |1511
R J.J.COLLEGE OF ARCHI
 OVERVI
EW
The epidemi c ofsubst
ance abusein young generati
on hasassumed al armi ng dimens i
onsinIndia.Changi ng cul
turalvalues,incr easing
economi cstr
es sand dwi
ndli
ng supporti
ve bondsar eleadi
ng toi ni
tiati
on intos ubs tance use.According tothe World Healt
h Or gani zati
on
(WHO) s
ubstance abus ei
spersi
stentorsporadic drug us
eincons i
stentwi t
h orunr elated t
o accept able medicalpractice.
Karanjade isa node clos
eto Panveland fallsunderRaigad dis
trict.Iti
sa ver yr ecent lydeveloped towns hi
p outofa compl ete vil
lage.Itisan
under developmentt ownshi
p underCI DCO.And ci dco i
str
ying to make sur e ofal lnecessit
iesto be achieved bythisarea forits
sel
f-sustai
nabi l
ity.

AI
M
Thisdissert
at i
on mainlyfocuseson a creat i
ng posi
tive s
paceswhi ch helpthe addi ctins uch a wayt hattheirinvolvementul timatelyleadsto
the dis
tract i
on ofthe subst
ance.Thatwi l
lhelp people maintaina substance-fr
ee lif
es t
yle.Ichos eitinthe hopesofr ai
sing awar enessof
addiction and solve s
ome oft he underlyi
ng is
sueswi threhab centres.The goalisto des ign t
hatcan hel p peoplet r
ansiti
on from a rehab
treatmentt o going home.A pr ogramme t ype thatwillteach people how to maintaina s ubstance-
free li
fe aft
ert heyhave t he propermedi cal
care atr ehab,becaus ethe addicti
on doesnotgo awayi mmedi atel
y.Itishardf ors omeone who hass uffer
ed from a substance abus eto go
backi ntos ocietyand tos t
aycl ean.Relaps eratesare veryhigh and verycommon

-To creat
e a heal i
ng and int
eracti
ve envi
ronmentwhi ch notonlymakespat i
ents
r
ecoverbet terbutal s
o make them readytosocial
ise again.
-To dealwitht he psyche ofan addictbyprovi
ding a healthyand pos
iti
ve envi
ronment
forhiscure and fasterrecovery.

OBJECTI
VES
-To under s
tand the behaviourpat tern and l
iving conditi
on ofaddictsi
n orderto pr
ovide suit
abl
e envi
ronment
.
-To comf ortthe addictin diff
erentspaceswi t
ht he playofs pacesand senses
.
-Breaking the mentalrestraintsofthe pati
ent sand pr epari
ng them t
owar dsa bri
ghterfuture.
-To explorethe oppor t
unitiesofmaki ng architecture become partofheal i
ng pr
oces s
.
ON
NTRODUCTI
I
 STAGEI The des ign concepthasbeen i nspired by t he li
fe cycl e oft he
cicada,an i nsect whi ch s pends mos t ofi tst i
me i ni sol ation ADULT
under ground i nit’sinitialtime per i
od.
The spacesar e Finalform oft he i
nsect .
An anal ogycan t her efore be dr awn bet ween i tsl i
fe-cycl e and A cicada’ sli
fe cycle can thus
,
all
ocat ed accor di
ng
tothe f untion and that of t he r ehabi l
itation pr ocedur e t hat a dr ug addi ct ed be vaguel ycor rel
at ed tothat
wor kfl
ow oft he rehab person under goesi na r ehabi lit
at ion facili
ty. ofa pat i
entwhen he ent er
sa
facili
ty. A cicada s pends much of i t’sl ifeti
me under gr ound whi ch rehabili
tation facil
ity.
meansi tisexpos ed t ol ightmuch l essint hisper iod whi ch f act
can be ar chi t
ectur ally exploited i nt he des i
gn i n a cr eat ive
way.
MOLT
Fourthstage,wher ethe
Thiscan be done bymodul ati
ng f enes tr
at i
onsi ns uch a manner
insectmakesan exos kelt
on
thatthe amountofl i
ghtenet r
ing t he room var iesaccor dingly
CONCEPT & FORM DEVELOPMENT

forittoli
ve ins
ide above
aswel lass ervest he requi rement saccor ding t ot he f unct ion the ground s
urface before
thatt he gi ven room s erves .
Ast he pat ientpr oceedswi tht he final
lycoming out.

STAGEI
I treat
habit
ment dur
abl es
ati
on,t
paces i ncr
he amountofnat
eas es gradual l
urall
y conveyi
ightent
ng i
er
ndir
ing t
ect l
he
ya
sense of ps ychologi cal and emot i
onal bet terment t o t he
Joi
ning t
he spacesand inhabitant swhi ch playsa ver yi mpor t
antr oleint hispr oces sof
ori
entigthe f
orm to
deaddi cti
on .
avoid maximum
possi
ble heatgain.

D ESIG N LATENYMPH
Co-livi
ng

CONCEPT
Thi
rds tage ofcyclein whi
ch i
t
space t o
goesf urt
herdeeperunder
recreate
ground and lateron comesnear
the very
the gr
ound s ur
face.
essence
ofhome
forthe

39%
patients.
STAGEI
II
LIG H T
PENETRATI
ON
Creati
ng level
sto have
EARLY NYMPH ACCOMODATI
ON
open ter
racesused as
i
nteracti
ve spaces. Second st
age i
nthe
ins
ect’scycl
ein whi
ch
itgoesundergr
ound in GROUP COUNS-
seclus
ion. ELLI
NG ROOM
Thisi
sdone t o promot e
int
eraction of patients
with each ot her i n
additi
on t o that wi th

34%
the counsell
ors o ast o
ORI
ENTATI
ON
promot e s ocial wel l
STAGEI
V EGG LIG H T being ofthe patients
.
PENETRATI
ON
I
niti
als tage in
Connect i
ng the spaces the l
ife cycle
via cover
ed pas sages ofthe ci cada.
to make the s
tructur
e
entirel
yacces ibl
e. I
NDI
VIDUALCOUNSELLI
NG ROOM
Second step inthe process,theser oomsar e where
the pati
ents’substance abus e his
tor yi
st aken i
nto
accountand as sesmenti sdone accor di
ngly and
personalat tent
ion is gi
ven t o each new pat i
ent
heret oini
tiatethe rehabil
itati
on pr ocedure.

LEVELS
29% LIG H T
PENETRATI
ON

STAGEV
Shaping t
he r oof
syst
emst o give t
he RELAPSEROOM SI
DEEFFECTSOFWI
DHRAWAL

facil
ityan i
nteresti
ng
The fir
stand mos timportantper iod forthe patientin
for
m and el evati
on.
the rehabi li
tati
on f acili
ty.Patientsar e expos ed to
mi ni
mum l i
ghtinisde the r
oom s o asto preventt hem
from get ti
ng tri
gger ed oranxiousdur i
ng the r
el apse
per i
od dur ing which iti
sobs erved thatt he pat ient
s

23%
tend tot urn aggres i
ve due to the sudden cuti nt he
avai l
abi l
ity of t heir respect i
ve s ubstance of

FORM DEVELOPMENT LIG H T

addi ction.
POCKETS PENETRATI
ON
 The graph s howst he
mont hly numberof
sunny,par tly cloudy,
overcastand
precipit
at i
on days .
Dayswi thl esst han
20% cloud coverar e
The di
agram for considered ass unny,
Panvelshowst he with 20-80% cl oud
dayspermont h, coveraspar tly
duri
ngwhi ch the cloudy and wi t
h
wind r
eachesa mor ethan 80% as
cert
ainspeed. overcast
S
YSI
C ANAL

The pr eci
pitation
diagram forPanvel
showson how many
dayspermont h,
certain precipitati
on
amount sare
reached.I nt ropical
and mons oon The maximum
temperature di
agr am
MATI

cli
mat es,the
amount smay be forPanveldisplays
under esti
mat ed. how many daysper
monthr each certain
temperatures.
CLI
 The "mean dai lymaxi mum"( soli
dr ed li
ne)s howst he
maximum t emper ature ofan aver age dayf orever y
mont hforPanvel .Li
kewi se,"mean dai lyminimum"
(sol
id blue li
ne)s howst he average mi nimum
temper ature.Hotdaysand col d nights(dashed red
and blue li
nes )show the aver age ofthe hot t
estday
and coldes tni ghtofeach mont h ofthe las
t30 year s.
Forvacat ion pl anning,you can expectt he mean
temper atures ,and be pr epared forhot terand col der
days.Wi nd speedsar e notdisplayed perdef ault
,but
can be enabl ed att he bottom oft he graph.
C ANAL
MATI
CLI S
YSI
 JANUARY FEBRUARY MARCH
JAN-
MARCH

APRI
L MAY JUNE
S
YSI

APR-
JUNE
ND & SOLAR ANAL

JULY AUGUST SEPTEMBER

JUL-
AUG

OCTOBER NOVEMBER DECEMBER

DESI
GN APPLI
CATI
ONS

The di
agramss how t
he effectofs
unlighton the bui
ltf
orm.
WI

Accordingl
ythe buil
ding hasbeen ori
ented along t
he Nor
th -Sout
h
axi
s.Thismini
mi s
esthe heatgaininthe st
ructure.

The wind f
low diagram showst hatthe pocketshave been des
ign to
SEP-
DEC maximi s
et he vent
ilat
ion i
nt he s
tructure maki
ng i
tnatr
all
yvent i
lat
ed
and reducesneed f orarti
fii
alvent i
lati
on.
 L
BUI YS
ORANAL
T-F S
I

S
UNPAT
HDI
AGRAM
S
YSI
ON ANAL

S
OLARINS
ULATI
ON
DIAGRAM
NATI
LLUMI

SUNPAT
HDI
AGRAM
I

S
OLARLI
GHTI
NG
DI
AGRAM KARANJ
ADE,
PANVEL
 REASONSFOR SI
TESELECTI
ON
Karanjade i
sa node cl oseto Panveland f allsunder
Raigad di
str
ict.Itisa veryrecent lydeveloped
t
owns hi
p outofa compl ete vi
ll
age.I tisan under development
township underCI DCO.And ci dco i st
rying t
o make s ure ofall
necess
iti
est o be achieved bythisar ea fori
tss el
f-s
ustainabili
ty.

TodayKar anjade i sa sel

f-sust
ainabl e neighbour hood with
f
acili
tiess uch ass chool s,hospit
al s
,banksand of fi
ces .Karanj
ade
hasdevelopmenton one s i
de ot hersi
de bei ng bar r
en land and hill
yit
keepsthe ar ea'scli
mat e quite cooland pol lut
ion free throughoutt he
year.The l ocali
typos sessesan integrated transpor t
at i
on sys
tem
comprisi
ng roads ,rail
waysand ai rways.Kar anjade islinked to Mumbai
and ot
herkeyar easar ound byJNPTRoad,Ur ban Road,Par gaon Road
and the As ian Highway47.
TE
SI
 Karanjade i
sa node clos
et o Panveland fall
sunderRai gad di st
rict.Itisa
ver
yr ecentlydeveloped township outofa complete vi
llage.I tisan
underdevelopmentt ownship underCI DCO.And cidco istryi
ng t o make sure
ofallnecessit
iest
o be achieved byt hisar
ea fori
tsself
-sustainabi l
ity.

TodayKar anj ade isa s elf-

sustai
nabl e neighbour hood wi thfacil
iti
essuch as
schools,hospi t
al s
,banksand of f
ices.Kar anjade hasdevel opmenton one
side othersi
de bei ng barren land and hill
yitkeepst he area'sclimate quite
cooland pol lution free throughoutt he year .The localit
ypos sessesan
integrated t
rans por t
at i
on s ys
tem compr i
sing roads ,r
ailwaysand ai r
ways .
Kar anj
ade islinked t o Mumbaiand ot herkeyar easar ound byJNPTRoad,
Urban Road,Par gaon Road and t he Asi
an Hi ghway47.
TE
SI
 Bui
l
dingEnvel
ope
Fenestr
ation:
GlassbyS aintGobain
Product:SGG NanoWi nt
erMis
tKT164
VLT:.
47
SHGC:0. 47
ShadingCoef fi
cient(
SC):0.
54
UVal ue:1.9

Manual l
ycalcul
at i
ngper centageofabovegr adefloorar eameet i
ngt heUDIrequirementf
or90% oft
hepot enti
aldayli
tti
me
i
nayear . FLOORAREA=54. 22S
QM.
DAYLI
TAREA=27.27SQM.
I
nadi recti
onper pendiculart
ot hefenestrati
on,multi
plydayli
ghtex t
entfactor(
DEF )bytheheadheightofthefenestr
ati
onor
PERC.DAYL
ITAREA=50.2%
ti
l
lanopaquepar t
it
ionhigherthanheadhei ghtofthef enes
trat
ion,whicheveri
sless.
I
nt hedir
ectionparallel
tothef enes
trat
ion,dayl i
tar
eaex t
endsahor i
zontal
dimensionequaltothewidthofthefenest
rati
onplus VLT
>3.
30
eit
her1met eroneachs i
deoft heaper ture,orthedist
ancet oanopaquepar t
it
ion,orone-hal
fthedis
tancet oanadj acent FORWEST,
f
enes t
rati
on,whicheverisleast. DEF=1.5
NG ENVELOPE

WI
NDOW T
O WAL L
RAT
IO

Wal
lAr
ea=34. 47s
qm.
Window 1=3.75
Window 2=9.90

W1+W2=13.
65

WWR=Wi
ndow ar
ea/Wal
lar
ea

WWR=13.65/34.
47
=0.395
Window t
owall
rat
ioforthe
gi
venwalli
s39.
5% below 40%
LDI

aspergi
venst
andar ds.
BUI
 Equi
val
entSHGC Cal
cul
ati
on

SEF=(C3xPF3)+(C2xPF 2)+(C1xPF)+C0
Where,
PF=Proj
ect
ionFact
or,and,C0,C1,C2,C3arecoef
fici
ent
sof
Shadi
ngEquival
entFact
ors(SEF
),l
i
stedi
nTabl
e4-
12andTabl
e4-
13.

WINDOW 1
SWest=(C3xPF 3)+(C2xPF 2)+(
C1xPF )+C0
SWest=(1.52x(
0.4)
3)+( (
-2.
51)x(
0.4)2)+(
2.3x0.
4)+0.
76
SWest= 0.
09728-0.4016+0.92+0.76
SWest=1.377

Ther
efor
e,equival
entSHGCEas t=0.
47/
1.377=0.341
Hencetheverti
calfenes
trati
onontheeastfaçadewil
lcompl
yasperpr
escr
ipt
ive
approach,
astheequi
valentSHGC isles
sthanmaxi
mum al l
owed.

WINDOW 2
NG ENVELOPE

SWest=(C3xPF 3)+( C2xPF2)+(C1xPF)+C0

SWest=(1.52x(
0.84)3)+((
-2.
51)x(0.
84)
2)+(2.
3x0.
84)+0.
76
SWest= 0.
899-1.769+1.932+0.76
SWest=1.82

Ther
efor
e,equival
entSHGCEas t=0.
47/
1.822=0.257
Hencetheverti
calfenes
trati
onontheeastfaçadewil
lcompl
yasperpr
escr
ipt
ive
approach,
astheequi
valentSHGC isles
sthanmaxi
mum al l
owed.

Pr
oject
ionF
act
or

WINDOW 1
LDI

PF=H/V=600/1500
=0.
4

NDOW 1

NDOW 2
WINDOW 2
BUI

PF=H/V=1850/2200

WI

WI
=0.
84
 Wal
l
Cal
cul
ati
onf
orUVal
ueofWal
lsys
tem:

R1:Res
is
tanceofLayer1(10mm Pl
ast
er)=0.067
R2:Res
is
tanceofLayer2(230mm F
lyAshBr
ick)=
d2/k2= 0.
23/
0.63=0.638
R3:Res
is
tanceofLayer3(20mm pl
ast
er)=0.133

Rt=R1+R2+R3
=0.
067+0.
638+0.
133
=0.
838
RT=Rsi
+Rt+Rse=0.
838+0.
17+0.
04
RT=1.
048

UVal
ue=1/
RT=1/
1.048=0.
95

Buil
dingmat eri
alschoicesareimpor t
antins us
tainable
des i
gnbecaus eoft heextensi
venet workofact i
vities
suchasex tr
act i
on,processi
ngandt r
ansportati
ons teps
requiredformaki ngamat eri
al,andact i
vit
iesi
nvol ved
thereafterti
llbuil
dingconstr
uctionandevent hereaf t
er.
Theseact ivi
ti
esmaypol l
utetheai r
,soi
landwat er,as
wel l
asdes t
roynat ur
alhabitat
sanddepl etenatural
resources.
NG ENVELOPE
LDI
BUI
 WATER REQUI
REMENTCALCULATI
ON

REHAB BLOCK

NUMBER OFPATIENTS=250
CONSUMPTION PER HEAD PER DAY = 135 Lt
s
WATER COMSUMPTION OFREHAB BLOCK= 250 x135 = 33,
750 Lt
s

PUBLI
C OUTREACH BLOCK

NUMBER OFVISI
TORS=450 Lt s
CONSUMPTION PER HEAD = 15
WATER CONSUMPTION OFPUBLI CH OUTREACH BLOCK = 450 x15 = 67,
500 = Lt
s

TOTALWATER CONSUMPTI
ON
= CONSUMPTI
ON OFREHAB BLOCK + CONSUMPTI
ON OFPUBLI
CH OUTREACH BLOCK
= 33,
750 + 67,
500 = 101,
250 l
itr
esperday

WATER TANK CALCULATI

ONS UGT
P.
R
UGTCALCULATI ON
TANK CAPACI TY REQUIRED =1, 01,250 CU.M.
ASSUMING HEII
GHT= 3M
BASEAREA = 33,750 SQ.M.
THEREFORELENGTH X BREADTH = [ 2X]X [ 3X]= 33750
THEREFOREX = 7.5
ONS

THEREFORETANK DI MENSI ON = 3 X7.5 X 15 M

PROVIDEOHT= 3 X 7. 5 X 7.
5M

ASPER NBC,
WATER REQUI REMENTOFSTATI C TANK FOR GI VEN PROJECT
= 100000 LTRS.
CALCULATI

THERFORE,ASSUMI NG HEIGHTOFUG STATI C TANK = 4.

5M

NE
4.5 X LX B = 100

NTERNALWATER SUPPLY LI
FFT OHT
THERFOREL= 6. 6 M & BREADTH =3.3M P.R
DIMENSI ONSOFUG STATI C TANK = 3 X 3.
3 X 6.6M

FOR OVERHEAD STATIC TANK ,ASSUMEHEI

GHT= 1. 5M
THERFORE,LX BX 1.5 = 10
THERFOREL= 3. 6M,B = 1.
8M
THERFOREDI MENSIONSOFOVERHEAD STATI C TANK

NE
= 1.
5 X 1.
8 X 3.
6M

PALLI
I

CI
MUNI
 PARKI
NG REQUI
REMENT
CALCULATI
ON

REHAB BLOCK

BUI
LTUP AREA = 3500 SQ.M.
NUMBER OFCAR PARKI NGS= 5500/100 = 35
NOS.
NUMBER OFAMBULANCEPARKI NGS= 3

PUBLI
C OUTREACH BLOCK

NUMBER OFVI
SITORS=450
NUMBER OFCAR PARKI
NG = 450/12 = 37.
5=
38

TOTALCAR PARKI
NG = REHAB BLOCK +
PUBLI
C OUTREACH BLOCK
= 35 + 38 = 73 NOS.

NOTE:10 % VI
SITORSTO BEADDED
TOTALCAR APRKING = 73 + 7.
3 = 80.
3 = 81
NOS.
TOTALAMBULANCEPARKI NGS= 3
TOTALTWO WHEELER PARKI NGS= 8
ONS
CALCULATI
 FI
RE EXI
TS

FI
RE STAI
RCASE
RE EXI
FI RCASES
TS& STAI
 RAI
NWATER HAVESTI
NG
AREA OFROOF= 7, 740 SQ.M.
AVERAGEANNUAL RAI NFALL= 2.25M
RUN OFFCOEFFICIENT= 0.9
AVG .WATER HARVESTING POTENTIAL = 7740 X 2.
25 X 0.
9=
15,
673.5
TANK DESI
GNED TO HOLD 15,637.
5 CU.M.OFWATER

TANK DIMENSI
ON CALCULATI
ON
HEIGHTOFTHETANK IS4M
THEREFOREBASEAREA OFTANK = 15637.
5 /4 = 3909.
375

THERATIO OFTANK'SLENGTH :BREADTH = 2: 3

THERFORE[2X]X [3X]= 3909.
375
THEREFOEX = 25.
51
THERFORETANK DI MENSIONSARE= 4 X 51 X 76
WHICH ISNOTFEASI BLE
THEREFOREWATER I SRECHARGED I
NTO THEGROUND
THROUGHR STORM WATER DRAI NAGE

TANK TO BEDESI
GNED FOR 200 CU M.
THEREFOREASSUMI NG HEIHT= 3M
BASEAREA = 200 /3 = 67 SQ.M.
THEREFORE[2X]X [3X]= 67
THEREFORETANK DIMENSI X 10M X 3M
ONS
CALCULATI

RAI
NWATER HARVESTI
NG RAI
NWATER HARVESTI
NG
DI
AGRAMATI
C REPRESENTATI
ON FLOWCHARTDI
AGRAM OFPROCESS
 CALCULATI
ONSFOR STP

TOTALWATER REQUI REMENT= 101250L/DAY

TO STP = 80% OFTOTAL= 81000 L/DAY
WATER RECOVERED FROM STP = 64800 L/DAY

HEIGHT0FSTP = 4M
WIDTH OFSTP = 6M
THERFOREL= 64. 8/24 = 2.
7

THERFORESPACEREQUI
RED FOR STP PLANT= 2.
7X 4X 6M
ONS
CALCULATI

SEWAGETREATMENTPLANTDI
AGRAMATI
C REPRESENTATI
ON SEWAGETREATMENTPLANTWORKFLOW OFPROCESS
STRI
P SECTI
ONS
STRI
P SECTI
ONS
STRUCTURALPLAN
 CROSSBRACI
NG

PURLI
NS
LS

C -SECTION
ON DETAI

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NG
MEMBERS

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EATI PORTALFRAMEPLAN
[NTS] [
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CONSTRUCTI

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NETWROK

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EATI ON
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EXPLODED REPRESENTATI
ON