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MANAS KHANNA ( BORN ON 06-09- 1996 )
I am Manas Khanna a 23 year old graduate . I have completed my bachelors from Vastu Kala Academy College of Architecture, GGSIPU. I am a responsible diligent worker who is passionate and dedicated towards my work. I have an eager interest in designing and problem solving. I have honed a variety of skill sets through my studies, travels and life experiences and hope to gain some more from working in your esteemed firm !
CONTACT
9
A -39 D.T.C Colony, Hari Nagar, New Delhi - 110064
Š
( +91 ) 9873888246
0
manas 6991 k @ gmail.com
www.instagram.com / khanna_manas /
n
www.facebook.com/manas.khanna343 /
OBJECTIVE AND INTEREST I'am interested in architectural design at different scales, urban design, project management, planning, use of different materials, new construction techniques and technologies, the need for sustainability and digital designing.
ACADEMICS
8th Semester : Thesis- Aqua Marine Centre cum Oceanarium ( Excellence Award)
7th Semester : Community Centre, East Of Kailash, Delhi
Dissertation- Indoor Air Quality 6th Semester : Commercial Complex, Agra
Enthusiastically willing to learn and add value to the organization by utilizing my skills and talent.
5 th Semester : L.I.G. Housing, Mundka, Delhi 4th Semester : Ooty Visitor Centre, Ooty
EDUCATION VASTU KALA ACADEMY, COLLEGE OF ARCHITECTURE, G .G .S.I . P.U, NEW DELHI
2014 - 2019
3rd Semester : Women Opportunity Griha, Jail road,Delhi
2nd Semester : Vacation House, Rishikesh 1st Semester : Cafeteria and Office Extension
B. ARCH ( AVG 74 % )
2014
M .C.L SARASWATI BAL MANDIR SR . SEC. SCHOOL, NEW DELHI GRADUATED 12th CLASS WITH 86.5 %
WORK EXPERIENCE
M . C. L SARASWATI BAL MANDIR SR . SEC. SCHOOL, NEW DELHI
2012
GRADUATED 10th CLASS WITH C.G. P.A - 8.8
COMPETITIONS:
•Louis I Kahn Trophy 2014 15 •Annual NASA Design Competition 2015 16 •Hudco Trophy 2015-16 (Published in DAF 2016 magazine) •Laurie Baker Centre Trophy 2016 •G Sen Trophy 2016 17 •Annual NASA Design Competition 2016 17 •Zonal NASA Design Competition 2016 (Special mention 1) •120 Hours Competition 2017 •Annual NASA Design Competition 2017 18 -
NATA SCORE: 126
INTERESTS
PHOTOGRAPHY
PAINTING
MOVIES
SKETCHING
TRAVELLING
&
SOCIALIZING
OTHER QUALITIES
tlQjp
RESPONSIBLE
LEADERSHIP
^ ^
< & SPORTS
CRAFTS
LANGUAGES KNOWN
ENGLISH
HARD- WORKING
HINDI QUICK LEARNER
PUNJABI
-
-
-
-
-
INTERNSHIPS:
Internship at ARCOP ASSOCIATES, G.K 1, New Delhi •Summer Duration: 1 month 2017
Pratical training ARCOP ASSOCIATES, G.K 1, New Delhi •Duration : 9 months at
SOFTWARE SKILLS
I A
*
2018 - 2019
PHOTOSHOP
AUTOCAD
I have actively participated in various competitions, seminars, hands on workshops and events that were held in NASA conventions and college events
REVIT
LUMION
SKETCHUP
0
MS OFFICE
n NASA
Served as the UNIT SECRETARY of the college in NASA year 2016-17.
NASA - National Association of Students of Architecture
01
THESIS: AQUA MARINE CENTRE CUM OCEANARIUM SOMNATH, GUJARAT
02
INTERNSHIP WORKS ARCOP ASSOCIATES, NEW DELHI
03
COMMUNITY CENTRE EAST OF KAILASH, NEW DELHI
04
ANNUAL NASA DESIGN COMPETITION 2017 GURUGRAM, HARYANA
05
LOW INCOME GROUP HOUSING MUNDKA,NEW DELHI
06
NASA INDIA HUDCO TROPHY 2016 PICNIC HUT, ASHOK VIHAR, NEW DELHI
07
COMMERCIAL COMPLEX AGRA, UTTAR PRADESH
08
OOTY VISITOR CENTRE (SPA AND FITNESS CENTRE) OOTY, TAMIL NADU
09
WOMEN OPPORTUNITY GRIHA TIHAR JAIL, NEW DELHI
10
WORKING DRAWINGS AND MISCELLANEOUS PHOTOGRAPHY, SKETCHING, MODEL MAKING
SEMESTER
08
AQUA MARINE CENTRE
CUM OCEANARIUM SOMANTH ,
ARCHITECTURAL THESIS
GUJARAT
PbAGES TO VISIT IN SOMNATH
SITE STUDY AND ANALYSIS
LANDMARKS & SURROUNDINGS
INDIA
SITE The SITE is located in the Gir Somnath District of Gujarat, India . It is located on the southern corner of the Kathiawar peninsula with its headquarters at the town of Veraval. Gir Somnath District was split from
Junagadh district in August 2013, when seven new districts came into existence in Gujarat.
SITE LOCATION: DISTRICT: LONGITUDE : LATITUDE:
DISTANCE FROM MAJOR AREAS
The Gujarat coastline is known for its ecological and economic wealth, the state government therefore plans to establish a Marine Research Conservation and Information [ MRCI ] centre cum
DELHI: AHMEDABAD: JAIPUR : MUMBAI: SURAT: BANGALORE:
Oceanarium on PPP basis under the ICZM Project to nurture a long term sustainable development ethos.
Map
0m 1m
Satellite
10 m 11 m
12 m
13 m 14 m
15 m 16 m
17 m 18 m 19 m 20 m 21 m
22 m
23 m
. TOPOGRAPHY : CONTOUR LEVELS ( Difference lm )
Map data © 2018 Google Imagery © 2018 CNES / Airbus DigitalGlobe
SOMNATH, GUJARAT GIR,SOM NATH 20°53'41.95 " N 70° 23'38" E
Terms of Use . Report a map error
SITE
1350 Km 410 Km 1080 Km 910 Km 640 Km 1850 Km
Somnath has an area of 10.9 Sq. Km and is situated in GIR Somnath district south of Gujarat . It is a small town which is almost twice the size of the walled city SHAHJAHANABAD ( old delhi ) which is 6.1 Sq.
4. HOTEL ATITHIGRUH : 1.2 km
TRANSPORTATION
BUS G.S. R.T.C and VOLVO Buses available every hour from
AUTORIKSHAW Autorikshaw stand at 350M.
somnath to nearby places like Rajkot, Ahmedabad, Gandhinagar
RAILWAY TRAIN Nearest Railway Station Somnath at 1.3 km
Diu Airport at 82 km East
Railway Station Veraval at 4.6 km
Veraval Junction is a fairly busy railway junction station for Western Railways and is served by more than 14 pairs of regional and long- distance trains.
Daily ( or multiple daily ) trains connect it to major cities in Gujarat such as Ahmedabad, Bharuch, Jamnagar, Junagadh, Porbandar, Rajkot, Surat and Vadodara. Daily connections are also available to many other towns in Gujarat such as Keshod,
Jetalsar, Gondal, Wankaner, Surendranagar, Viramgam, Nadiad, Anand, Valsad, Vapi, Dahod and Godhra .
AIRPLANE Keshod Airport at 63 km North .
Daily long distance trains connect Veraval to several cities in India including Bhopal, Jabalpur, Itarsi, Ratlam, Ujjain and Mumbai. Pune, Trivandrum, Kochi, Kollam, Kottayam, Thrissur, Kozhikode, Kannur, Mangalore, Karwar, Madgaon, Ratnagiri and Panvel are some of the cities connected by weekly long distance trains.
The nearest airports are Diu And Rajkot. Daily Flights connect Rajkot and Diu to Mumbai.
£
THESIS: AQUA MARINE CENTRE CUM OCEANARIUM /
7
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INDUSTRIAL AREA
mm SOMNATH VILLAGE HOUSING
SITE AREA = 4 HECTARES (40,000 Sq. M = 9.88 ACRES )
ARABIAN SEA
DEMOGRAPHICS According to recent censes ( 2011) Population of study area is 220115.
Veraval is rapidly growing in seafood -industry which was started through government initiative now is in its prime and many importers are attracted towards Veraval from around the globe. While dealing study area ( 10 Km radius from project site ) as per secondary data ( Population Census 2011) the total population is 2,01,115 in 37634 total households. Highest population in study area is Sutrapada City ( 19665 ).
FEMALE 108152
MALE 111963
MALE 1000
.
701 PEOPLE/ Sq Km
POPULATION DENSITY
61%
LITERACY RATE 18% WORKING POPULATION
FEMALE 965
SEX RATIO
NON- WORKING POPULATION
Veraval and Somnath has a predominant Gujarati population. Amongst Gujaratis, Jains (Oswal ), the sonis (Jewellers,mainly from the clans of Dhakan, Patt, Sagar, etc.), the Kharwa, Ahir brahma smaj and the Kolis Turks, Rajwadibhois, Hadi, Lohanas, Maleks, Memons, Patnis and Raykas. There is also a sizable population Sindhis.
WARM-HUMID CLIMATE ANNUAL AVERAGE TEMP : 28.4 DEG .C ANNUALTOTAL RAINFALL: 777.5 MM PREDOMINANT WIND DIRECTION : S, SW, NE
Gujarati and Hindi are the most common languages in the town. The Somnath temple is just 1.2 Km. away from SITE. According to tradition, the Shivalinga in Somnath is one of the twelve jyotirlingas in India, where Shiva is believed to have appeared as a fiery column of light. The jyotirlingas are taken as the supreme, undivided reality out of which Shiva partly appears [ Fisheries have always been the main industries in the town and OCCUPATION are dominated by the Kharwas ( fisherfolk ). Veraval also has a large boat making industry. Veraval is home to HINDUISM 68.33% a large number of fish processing factories in G.I .D.C which export R prime quality seafood to USA, Japan, SE Asian, Gulf and EU E ISLAM 30.71% Countries. L Regional research centers of CIFT and CMFRI situated at Veraval CHRISTIANITY 0.29% have done Yeoman service in development of fisheries sector in G Gujarat . JAINISM 0.42% I There are various chemical, thread and cement companies around Veraval which provide employment to the local youth . SIKHISM 0.11% The major ones being Indian Rayon Unit of Aditya Birla NUVO BUDDHISM 0.11% Ltd., Gujarat Ambuja Cement Ltd, Gujarat Siddhee Cement Ltd and Gujarat Heavy Chemicals Ltd .
Annual Weather Averages in Veraval Based on weather reports collected during 2005-2015.
SEISMIC ZONE- III
Jan
Apr
0.1
0.4
0.9
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
112.8
328.4
284.3
131.8
8.6
10.8
0.1
•Importance factor 1:1.5
•Response Reduction Factor R :5 •Type of soil: Hard soil N -
Wind Speed ( m/ s )
.
Above 30 0 29 0 - 30 0 28 0 - 29 0 27 0 - 28 0 26 0 - 27 0 25 0 - 26 0 24 0 - 25 0 23 0 - 24 0
\
/
16
22 0 - 23 0
-
21 0 220 20 0 - 21 0
19 0 - 200
180 - 190 170 - 180 160 170 150 1 6 0 14 0 - 150
Calm
Jr
001 %
-
gj
130 - 140
12 0 - 130
i
11 0 - 120 100 - 11 0
9 0 - 100 80 90 70 80
]
\
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60
I I
5%
r l
Wind Rose for 10 years ( 25km offshore from the site)
-
I
4030 20-
-
1.3 > win<
A l l Year
All Year Climate & Weather Averages in Veraval High Temp: 34 °C
Precipitation: 73.3 mm
Wind: 13 km/h
Low Temp: 16 °C
Humidity: 70%
Pressure: 1009 mbar
Mean Temp: 27 °C
Dew Point: 21 °C
Visibility: 6 km
70
60 50 40 30
10- 20 Below 1 0
FLORA
-VIEW OF ARABIAN SEA FROM THE SITE. - ALREADY A TOURIST SPOT (SOMNATH )
200 metres
ARABIAN SEA
Mar
•Zone factor Z:0.16
| 50
ON-SITE PHOTOGRAPHS
Feb
•Veraval falls under Seismic Zone
°
61%
The site is adjacent to a beach road which runs parallel to the beach .
PROJECT SITE
-EASILY ACCESSIBLE THROUGH VARIOUS MEANS
Trees: Indian Beal
-DIVERSITY OF MARINE LIFE IN THE OCEAN.
( Aeglemarmelos), MangoMangiferaindica, BanyanFicusbenghalensis, JamunSyzigiumcumini,Umbar ( Ficushispida ), ImliTamarindusindica, Thespesiapapulnea Indian tulip tree,A
SITE HAS TREES WHICH NEEDS TO BE REMOVED.
- SITE IS SITUATED NEAR THE VERAVAL PORT WHICH IS A SOURCE OF AIR AND NOICE POLLUTION.
.OOSE TOP SOIL ON THE SITE. PROJECT SITE
rtocarpusheterophyllus( Jackfruit
Shrubs: Prosopisjuliflora,Plumaria alba
.
-THREAT OF HIGH TIDES AND HURRICANE -PROXIMITYTO A GRAVEYARD.
HerbS: Lantana
SITE LOCATION: SOMNATH GUJARAT SITE AREA: 40,000 SQ. M. (10 HECTARES) / / PERMISSIBLE F.A.R: 1 PERMISSIBLE GROUND COVERAGE: 33% = 13,200 MAXIMUM PERMISSIBLE HEIGHT = 15 METRES /
Creation of a space that acts as a dynamic interace between two or more components rather than a static object is an exciting challenge. /
I
The components in this case are tourist and research zones, both of which are of interest to the author for their potential to serve large sections of the public and draw people from different areas towards one point. This thesis would examine the generation of an iconic form that would reflect the connection between man and sea and serve not only as a receptacle for a fusion of education and entertainment, but also as an example of it.
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DEGAS CHAMBERS
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Aquarium life support system design plays a major role in enhancing the physical health and well- being of the species in any aquarium . Aquarium life support systems ( LSS ) are not just another water treatment plant, in overall design and philosophy the aquarium LSS is an inherent part of the living ecosystem and fundamentally different from a conventional pool filtration plant.
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THESIS: AQUA MARINE CENTRE CUM OCEANARIUM
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THESIS: AQUA MARINE CENTRE CUM OCEANARIUM
The concept revolves around adding experience and emotions for the visitors while exploring the marine species. This concept is achieved by following a particular path for circulation and movement of the public.
EXPLODED PERSPECTIVE SECTIONS ( OCEANARIUM )
The design is in such a way that the visitor would feel like It will be designed to they are in a different habitat where they would feel the provide an entertaining and educative experience ocean environment while living and watching the to visitors. It is also creatures. important from the point The concept is to promote research and disseminate of view of breeding & information about marine life through experience. preserving threatened marine species.
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infotainment form an integral part of the facility 4th or 5th generation aquarium along with 3rd generation aquariums for certain species
Variety of add-on features like dolphin shows, seal/ sea lion shows, penguins, polar animals etc Several filler features like restaurants, gift shops , ball room , etc usually available
Around 500 species
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MUSEUM OF MARINE HISTORY STORAGE I.VI 16600
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DHOLPUR STONE CHISELED FINISH
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DHOLPUR STONE SANDBLASTED FINISH
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STEEL CLADDED COLUMNS
STONE SIZE LEGEND
REMARKS
A
H= 600, L= As per division
Staggered
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A3
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One on one
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SECTION EE ( PART B ) SCALE - 1 :100
X -200 7660
X -210 5215
X-220 5225
X -230 5225
X-240 5225
X -250 5225
X -260 5225
X-270 5225
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FLOORING LAYOUT PLAN Scale -1:50
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LVL +2100 B.O.STONE
REFER DWG. NO. , I MEL-A-700 FOR CILL | 1
DETAIL R.C.C. lintel as/specs
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12x6mm groove in plaster
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12x6mm groove in plaster
of Courtyard as/ Layout plan
Coping as/detail
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Line of
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C.L. of grooves in plaster to align with C.L. of grooves on main entrance door
[Refer Detail:4 "1
Align Grooves
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C.L. of grooves in plaster to align with C.L. of grooves on main entrance door
in 1500
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Plastered/ Painted surface as/ approval/spe s
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Grab rail as/specs O
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330
485
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480 —
480
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stone flooring as/approval/specs
485
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Door bell as/ electrical plarf
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18mm thk. stone cladding on wall as/approval/specs
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LVL +100
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LVL +00 FINISH FLOOR LVL
100mm high stone skirting as/approval/specs
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LVL +00 FINISH FLOOR LVL
SECTION 1-1
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R.C.C. lintel as/specs
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MEL-A-700 FOR CILL ; DETAIL
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REFER DWG. NO. MEL-A 700 FORCILL DETAIL '
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LVL +2335
LVL +2100 B.O.STONE
! ;REFER DWG.NO.[ i
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B.O.BEAM
| - ll . . v/
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12x 6mm Groove in Stone
beam LVL +2975 FINISH FLOOR LVL
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LVL +100
Plaster and Painted As / Approval /Specs
ROUGH OPENING
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Finished wall Line of 12x 6mm Groove 18mm Stone beam in Plaster surface Top
150
N
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Line of beam
LVL +2335 B.O.BEAM
LIFT LOBBY MASONRY PLAN Scale -1 :50
STONE
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LVL +2975 FINISH FLOOR LVL
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TILE (600 X600)
100mm high stone skirting as/approval/ specs
Door bell as/ electrical plan
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100mm high(max.) stone skirting as/approval/specs
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485
1 of Opening
480
/ 330
. 330 ,
480
.3300 485 Eq
Eq
18mm thk. stone cladding on wall as/approval/specs
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Brickwork
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of Lobby
FOYER STUDY
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LIFT SHAFT
Detail - a scale 1:2
Termination Line of Align Finished Slab 6x 6mm groove in stone at junction i / —18mm thick stone cq cladding i
- la aDetail scale 1:10
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Cement plaster as /specs
Cement plaster as/ specs
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Brick work
FOYER
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6x6mm groove
[Refer Detail [ a]
6x 6mm groove in stone at junction
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6 x6mm groove at junction
Column as per structure
Extended
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35 x40 Wooden block as/specs
JC7
of Lobby
18mm thick stone as/specs
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6x 6mm groove in stone Line of Column — 18mm thick stone cladding
-2a aDetail scale 1:10
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OPEN TO SKY
— 18mm thick stone top —
1050 High Parapet
m
17
B. O. STONE : LEVEL +2100 MM
35x40mm Wooden block as/ specs
"
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Brick work as/structure
17mm thick plaster as/specs
x 6mm groove at — 12 junction
KITCHEN
Bench for seating
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junction
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_ 12x6mm groove at mm thick stone — 18 cladding in front
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Min. blunt edge
B. O. BEAM/ STONE : LEVEL +2335MM
) Align
35 x40 Wooden block as /specs
FOYEI
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35mm thick cement plaster — 18mm thick stone top
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LIFT LOBBY
LIFT SHAFT
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18 mm thick stone top CN
ALIGN
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18mm thick stone cladding
00
05
12x 6mm groove in plaster
CNJ
18 mm thick stone top
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12x 6mm groove in Stone at junction installed
ALIGN CN
Plaster and Painted As/Specs
6x 6mm groove at junction
Plaster and Painted As/Specs .
|
Line of beam
Line of beam
I L
_
X
REFERDWG. NO. IMEL-A-700 FORCILL ! DETAIL '
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100mm thick slab inserted 75mm inside the wall as /Detail
J
HE .
Grabrail as/specs
OPEN TO SKY
Grabrail as/specs
COURTYARD
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OPEN TO SKY COURTYARD
o
in
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SFCTION 4-4
. 35
Cement plaster as/specs 18mm thick stone cladding as/approval/ specs
\ / Align ! 12 x6mm groove in stone j skirting as/ approval 18mm thick stone skirting to match flooring as/ approval/ specs 16-18 mm thick stone flooring laid in slope as /aapproval/ specs
100mm high stone skirting as/approval/specs
\ \
SECTION 3-3
-4 eDetail scale 1:10
12x12mm Groove in Plaster
,
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LIFT SHAFT
LIFT OPENING
18 mm thick Stone Top as /specs
As/Plan REFER DWG. NO. ! MEL-A-700 FOR CILLl DETAIL _ /
Lift Opening as /plan
Plaster as /specs
Cement plaster
as/specs
V^AIign 12x 6mm groove in plaster 18mm thick stone skirting to match flooring as /approval/specs - 16-18mm thick stone flooring laid
in slope as/aapproval/specs
25 mm thick flooring sub base as/approval/specs - Structural Slab
-5 0Detail Scale:- 1:20
-3 a aDetail scale 1:10
25 mm thick flooring sub base as/ approval/specs - Structural Slab
-3 aDetail scale 1:10
EXTERNAL WALL SKIN SECTIONS TSl]
s:
TSl]
STAIR
1
3
2
A
4
B
C
D
E
F
-
LVL. 03
Block work as/slructure
Top of Coping Top of Coping
Refer Detail- 03
CM
O
Beam Bottom /Tie Lvl.
+4030 (Lintel)
\
Refer Detail-03 Terrace Waterproofing as/ Detail/Specs
FALSE CEILING
FALSE CEILING
Stone Coping as/Detail
I
Line of portal in elevation
&
Lift Lobby /Stilts
o
TOILET
ASSISTED UNIT
+00
Line of Column in Elevation
.-
Align
600
'*
600
600
600
600
Stone Cill as/Detail
Floor Finish As/Specs
Floor Finish As/Specs
/
u PART SECTION 7- 7 (SI TOWER )
s: A
"
600
LOBBY
Road LvL(lnternal) /
s:
600
\
PART SECTION 1-1 ( S2 TOWER )
A
600
/
-
PASSAGE
Stone Cill as / Detail
/
Beam as/Struc.
RCC members for Pergola
Refer Dwg, No. MEL A-700 for Cill Details
\
Pathway / Landscape Lvl.
as/Detail
rv Window as per
--
Refer Dwg. No. MEL A 700 for Cill Details
Coping
Refer Detail-04
/i VOID
Floor Finish As/Specs
Detail/Specs
+150 (FFL)
Tie Beam
<
Window as/Detail/Specs
O
Refer Detail- 04 Block work as/Struc .
.
Brickwork as/structure
2
INSIDE
in CNJ
Apartment Lvl.
i
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B.O Lintel /FC Bottom
+405 (FFL)
LOBBY
RCC Beam as/ struc.
OUTSIDE
/
Refer Detail- 03
Floor Finish As/Specs
RCC Beam as/ struc
False ceiling as/specs/approvec
+125
//
Upturn concrete work as/ Detaii
TERRACE
as/Detail Refer Detail- 02
.
—
RCC Beam as/ struc.—
::
Upturn concrete work
+4630 (BOB )
Y
/
Stone Coping as/Detail
. m
R
Q
K
LIVING
BALCONY
+6315 (TOS)
+5255 LVL.
P
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for Balcony Details
+5680 LVL.
N
V
Refer seperate drawing
LVL. - 02
+6355 (FFL)
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in
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//
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Window as/Detail/Specs
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14
LIVING
+9290 (TOS)
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B
PART SECTION 17 (SI TOWER )
1
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C
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N
A
-
+9330 (FFL)
LVL. 03
MASTER BED ROOM
BEDROOM
v
-
H
+9290 (TOS)
\ in
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Refer Dwg. No. MEL-A-700 for
t
^
^^
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ft
sa
-
LVL_ 02
+6355 (FFL)
It m
+6315 (TOS) +5680 LVL.
Top of Coping
+5255 LVL.
lQB.of Coping
BEDROOM
Refer Detail-03
CN
Stone Coping as/Detail
Stone Coping as/Detail.
Blockwork as/Detail /structurel
Refer Detail- 04
VOID -
+4630 (BOB )
Beam Bottom /Tie Lvl.
Beam as/structure
eI
Alig
+4030 (Lintel)
B.O Lintel /FC Bottom
'/ /
vss
.
.. .
.
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Align FALSE CEILING
VOID
:• f efer Det '
X
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i x
Beam as/Struc.
TFRRAC
ir
False Ceiling as/Specs/Approved
Sx
Block work as/Struc.
»
Refer Detail-03 as/Detail
RCC Tie Beam as/ struc.
Line of portal in elevation
| OUTSIDE | Brick wall in elevation
|INSIDE |
Window as per
Window as per
^
Refer Dwg. No. MEL -A -700 for Cill Details \ NURSE STATION
+150 (FFj.)
ft
+125
O
±00
Lift Lobby /Stilts
o
-
M
Detail/Specs
Detail/Specs
Road Lvl.(Internal)
Refer Dwg. No. MEL -A-700 for Cill Details
ENTRANCE LOBBY
Stone Cill as / Detail
Floor Finish As/Specs
Line of portal in elevation
PART SECTION 4 -4 ( S 2 TOWER )
Refer Dwg. No. MEL-A-700
ENTRANCE
-x i PART SECTION 5 -5 ( S 2 TOWER )
u
u PART SECTION 10A (SI TOWER )
J
// //
/
f
Refer Dwg. No. MEL A 70Q for Cill Details
- - --
for Cill Details
LOBBY
Floor Finish As/Si
Pathway / Landscape Lvl.
FALSE CEILING
Window as per Detail/Specs
Block wall As/Structure
O
/
Line of column
| lNSIDE|
Line of portal in elevation
Apartment Lvl.
/
RCC Beam as/ struc I
False ceiling as per specs/approved
Window as/Detail/Specs
+405 (FFL)
X
Align
! i J
Lintel as/Structure
TE ;RACE
worlc
•
£
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| OUTSIDE | CM
RCC Beam as/ struc .
TERRACE
work as/ Detail
Details
,,
BEDROOM
I It
x
as/Detail Brickwork as/ Detail/structure
%
+
Upturn concrete
a
1
m
X
-Refer Detail-06
—, !
1
SH3
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l cill Detail f ="f Stone Coping
Refer Dwg, No. MEL-A-700 for Cill Details
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SlnnaPill aciflota l
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Floor Finish As/Specs
1 fs SI
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TOWEPXRT SECTION - 14 ( S 2 TOWER )
PART SECTION 11 (SI TOWER )
THE MELIA - LUXURY GROUP HOUSING
VARIES (FFL) Mumty Roof Lvl.
+7630 (TOS)
S1
yfe
LVL. - 02
+ 6355 (FFL )
+63l6 (tSSj
.
VARIES (FFL ) Terrace Lvl. + 4755 ( TOS )
+4630 (BOB)
REFER SEPARATE DETAIL FOR DROP OFF PORCH
03
Slone Coping as /Detail
B.O Lintel/FC Bottom
RCC Beam as/ struc .
False ceiling as per specs/approved
BtDKOUM
Slone
TERRACE
Refer Detail- 02
L
Slone Coping
Slone Coping as/De il Terrace Waterproofing as/Detail/ Specs
TERRACE
Beam Bottom/Tie Lvl.
+4030 (Lintel)
-
Refer Detml 03
r
TOP of Coping
+5680 LVL
A
Refer Detail- 02 RCC Beam as/ struc .
25 X 10 Conlinuous groove Plaster
False ceiling as per specs/approved
Window as per Delail/ Specs
OJ
PASSAGE
'J Window as per Detail/Specs
V
Floor FII s As Spec
PART SECTION 26 ( SLC)
FALSE CEILING
rf
TERRACE
_U >turn concrete v )iK asTJetan
.
—"
Align
L~
AsISpecSj
Road Lvl ( Internal )
±00
"
VOID
Alignj
Floor Finish
Landscape Lvl.
+125
i 1
Refer Detail- 04
Block work As/Structure
MEL- A-700 for Cill Details
Slone Cill as /Delail
!!L
'
M-BEDROOM
Stone Coping as/Detail
-
\
Pathway/
Refer Detail-03 Stone Coping as/ Detail
'
for Cill Details
Refer Detail-03
< ir
PASSAGE
Refer Dwg. No.
MEL- A-700
+405 (FFL)
Refer Dwg. No. MEL-A-700 for Cill Details
COURTYARD
Refer Dwg. No.
Refer Detail-02
FALSE CEILING
—
/
$
-
O &
+6355 (FFL) +6315 (TOS )
LVL. 02
+5680 LVL.
Top of Coping
VARIES FFL & ++4755 TOS + 4630 BOB & (
(
W
Line of portal in elevation
(
o
CM
in
-
in
Refer Detail-03
Refer Detail- 03
Stone Coping as/Detail
Terrace Waterproofing as/Detail /Specs
) Terrace Lvl.
)
Detail-03 Stone Coping as/Detail
)
VOID
if
Terrace Waterproofing as/Detail/Specs
TERRAdE
Beam Bottom/Tie Lvl.
Refer Detail-03 Stone Coping as/Detail \
Stone Coping as/Detail
Terrace Waterproofing as/Detail/Specs
TERRA!
.
VOID
Terras Waterproofing as/ Detaii/Specs
I
RCC Beam as/ struc
RCC Beam as/ struc Align RCC Beam
Align
lign
\
False ceiling as per specs/approved
False ceiling as per specs/approved
Window as per Detail/Specs
ENTRANCE LOBBY
RCC Beam as/ struc.
lign
False ceiling as per specs/approved
False ceiling as per specs/approved
Window as per Detail/Specs
Window as per Detail/Specs
Window as per Detail/Specs
/
STILT
Floor Finish AS/SP
CS
0
D
u
Refer Dwg. No. MEL A 700 for Cill Details Stone Cill as/Detail
*
Refer Dwg. No. MEL A 700 for Cill Details
--
Club Lvl.
+405 ( FFL)
PART SECTION 16 ( SI TOWER )
PART SECTION 10 (SI TOWER )
±O
0 °
- --
Refer Dwg. No. MEL-A 700 for Cill Details
Refer Dwg. No. MEL-A 700 for Cill Details
Floor Finish As/Specs
Stone Cill as/Detail Floor Finishl As/Specs
--
-
H
Stone Cill as/Detail Floor Finish As/Specs
Floor Finish As/Specs
-
- Stone Cill as/Detail
PART SECTION 21 ( SLC)
Road Lvl.( Internal )
PART SECTION 22 ( SLC)
PART SECTION 24 ( SLC)
PART SECTION 23 ( SLC )
<L
<L
<L
Stone coping
S1
SLOPE
+5680 (Top of Coping) Top of Parapet
10
jn
(15)
(16)
•v
8/
Metal Dowel @ 600mm C/C 100 mm Thk. PCC Ledge to “ Support Concrete Coping -Chicken Wire Mesh Anchored to structure as/specs - Plaster as/specs. -8 X 8 Continuous groove b/w IPS & Plaster
75
STAIRCASE
K'
EQ. EQ. y
i
Void
200 / 230
230/200 mm thk. Parapet Wall
o
Corner to be Rounded (R=50 mm )
STAIRCASE
i
^
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Stone Cooing as/Detail
Conc.Coping as/Detail
I
i
•
Refer Detail-03
COMMON
Terrace Waterproofing as/Detail/Specs
ARFA
Ref( r
fi
S one Cc a i/Detail
_
STAIRCASE
Lintel as per structure/specs.
Tie Beam as/Struc.
)n
Floor Finish As/Specs
-
i
Top of Parapet
-
Refer Dwg. No. MEL -A-700 for Cill Details Stone Cill as/Detail
'
.
Plaster as/specs. J
Floor Finish As/Sipecs
1
U
PART SECTION 18 (SI TOWER )
PART SECTION 20 ( SI TOWER )
_
Chicken Wire Mesh Anchored to structure as/specs Beam As/Struct.
<L
as/specs/details Beam As/Struct.
-
- Plaster as/ specs. .230/200 mm thk. Parapet Wall
i
f
EQ.
;
EQ.
H-
(250mm Max. ) Terrace Finish
RCC Up stand beam as/Struc.
ni'N
AYR
Coping
-
DETAIL 04
Tape Crete water proofing course as/specs/details
As/Struct.
Weather Drip Course in Plaster 15x 10,
-
Smooth Finished IPS Laid To Slope Towards Khurra ( 65 mm )
o
As/ Struc.
V)
<
:
Brickbat Coba Water Proofing as/ tender specs. (Avg. Thickness - 150mm)
Plaster as/ specs. .230/200 mm thk. Parapet Wall
EQ. I EQ .
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Chicken Wire Mesh
Anchored to structure as/specs
Metal Dowel to hold parapet @600 c/c along whole length m C/C 8 X 8 Continuous groove b/w IPS & Plaster Corner to be Rounded
V
I
-
i
RCC Up stand beam as/Struc
.
Metal Dowel to hold parapet @600 c/c along whole length m C/C 8 X 8 Continuous groove b/w IPS & Plaster Corner to be Rounded
d
( R =50 mm ) Slope Dn. to khurra
«5
55 j
Parapet Coping DETAIL 03
<
-
( 250mm Max.) Terrace Finish
( R =50 mm) S Slope Dn. to khurra 4—
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Tape Crete water proofing course as/specs/details
;
RCC Slab
/
t
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V
;
230/200 mm thk . Parapet Wall
Coping
0
/
Plaster as/specs.
A i
DETAIL 06
\
^
^
200 30
Plaster as/specs.
Coping
\
Weather Drip Course in/ Plaster-15x 10
:
— Tape Crete water-
/ - - proofing course
200 230
230/200 mm thk . Parapet Wall
.
.
•
EQ. EQ .
.
Void
EQ EQ.
Refer Dwg. No. MEL-A-700 for Cill Details
JEQ
'
,
Chicken Wire Mesh Anchored to structure as/specs
v
5)
\
.
-Metal Dowel @ 600mm C/C -Cone block -
coping @ 600 c/c along whole length Chicken Wire Mesh Anchored to structure as/specs ,
200(230
75
\ /
i i
(65 mm)
o
Chicken Wire Mesh Anchored to structure as/ specs Cone, block — Metal Dowel @ 600mm C/C
RCC Slab As/Struct.
8 X 8 groove
"
15x 10
— SS Pin to hold cone
EQ.
50
im
:< STAIRCASE
Beam As/Struct.
110
:
— Weather Drip Course
i
Chicken Wire Mesh Anchored to structure as/specs
,8,J
'
^-
Stone coping
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15
.
Finished IPS Laid — Smooth To Slope Towards Khurra r
0%
4
/
DETAIL 05
<L Stone coping+5680 ( Top of Coping).
—
Window as per Detail/Specs
.* ..
RCC Beam as/ struc.
1
VESTIBULE
Floor Finish As/Specs
*
-
.*
yon
/
Brickbat Coba Water Proofing as/ tender specs. (Avg. Thickness 150mm)
in
w
-
si
N
+6355 (FFL) LVL. +6315
S
Top of Parapet
Cone, coping
SLOPE
' 56 °
^-
17
+5680 (Top of Coping)
\
To
T
(M)
/
Pathway/ Landscape Lvl.
+125
Refer Detail- 03
ERRACE
Refer Detail- 02
Align
as/ struc.
B.O Lintel/FC Bottom
+ 4030 (Lintel)
Door as per Detail/Specs
Rpfpr
RCC Slab As/Struct.
a
d
55
Smooth Finished IPS Laid To Slope Towards Khurra
V)
<
( 65 mm)
As/ Struc.
Brickbat Coba Water Proofing as/ tender specs (Avg. Thickness 150 mm )
-
230/200 mm thk. Wall
.
230 /200 mm thk. Wall
Terrace water proofing
Terrace water proofing
DETAIL- 01 ( With Brick bat coba)
DETAIL 02 ( With Brick bat coba)
-
-
2BHK TOWER FINISHING DRAWINGS 1050( RO)
c * BOB / Lintel Level
^
1050 ( RO)
I
Lvl +2335
4 Nos, 100 mm long ss butt hinge as / specs, as/ app sample
158 CN
Lvl +2150 6 LU
t
t
Teakwood door frame as / specs
i
1
LU
4mm thick grooves in veneer. Magic Eye As / Approval
o-
co
CO CN
^'
3
Lvl +900
8
0
-
CL of Handle/Lock
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As/ Vendor
JC -4c
JC-4c
--
LMELA 506.1.
/
/
-
§
\
-4-
Fin. Floor Level
GID1( Apartment entry from inside)
0
to
U")
O'
o
s
s
X
'
\
x \
CO
\
x X X
X
I I i i
BO Rail
Lvl +970 Finished Cill ( Toilets)
x \
pc \
Lvl +940
^
/
X /
Lvl +400
^ ^^ A Lvl 325
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Provision for roll-down Fly mesh 600 (RO )
1350 ( RO)
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(Study) (Unit-6)
(Master Bedroom) (Unit-6)
(Master Toilet) (Unit-6)
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(Bedroom) (Unit-6)
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-
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.
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SECTION 03
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/
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3X3MM DEEP GROOVE
WALL FINISH ALL AROUND
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AT TILE JOINT
-I
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400X400MM CERAMIC TILES AS/APPROVAU
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TopOfWC
Lvl ±00
Fin Floor Level
Fin Floor Level
-
ELA -L
175MM DIA. KITCHEN
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Lvl +2335
=
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POWER OUTLET FOR GEYSER AS/ELEC DRG.
LINE OF BEAM IN
S
12MM MARINE PLY STUCK WITH SELF ADHESIVE TAPE BOTH SIDES
ELEVATION
I
I
PROPOSED LOCATION
4
Lvl +1400
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FOR UTENSIL RACK
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OVER COUNTER WASH BASIN AS/APPROVAL
/
BOB Level
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EXHAUST FAN IN UPVC DOOR FRAME
AS/APPROVAL/SPECS.
COLUMN IN ELEVATlOf
Lvl +2335
ELEVATION
PROVISION OF CHIMNEY
3X3MM DEEP GROOVE BTW. TILE AND WALL PLASTER.
SLEEVE AS/DETAIL
LINE OF BEAM IN
LINE OF OVERHEAD STORAGE- INDICATIVE
6 MM THK. MIRROR WITH
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X
PROPOSED LOCATION FOR WATER PURIFIER
AS/SPECS
XX
Lvl +1550 BO WATER PURIFIE
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X
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SINK AS/APPROVED
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100MM HIGH SKIRTING AS/DETAIL
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TILE FLOORING AS/FLOORING PLAN
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Lvl +0.00 Fin. Floor Level
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TAF CUM ABLUTION HEALTH FA JCET
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SHOWER AS/APP ON TILE JOINT LINE
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600X 300MM CERAMIC TILES
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LINE OF SUNK IN
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PROPOSED LOCATIONFOR WATER PURIFIER
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GAMING ZONE (7650 X 5495)
5750 ( TOS )
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4200X 4650
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VARIES (FFL) 10150 ( TOS ) 1
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FIRST FLOOR AREA: 410.11 SQ.M
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Lr
GUEST ROOM
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6000 (FFL)
DRAWING FOR DETAILS)
4
i
MAIN CLUB SECTIONS, ELEVATIONS AND SITE PICTURES 0!
0! 1
4
VARIES (FFL) +12550 (TOS)
4
VARIES (FFL) +10150(TOS)
MUMTY / MACH. ROOM
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7
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ENTRANCE LOBBY ( Double height )
FEMALE TOILET
CHILDREN PLAY
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+405 (FFL ) CLUB LEVEL TOS VARIES
LANDSCAPE IN SLOPE
GYMNASIUM +355 ( TOS)
u
u
wc
* KITCHEN
+125 (TOS)
u
+55 ( TOS)
u
I
-
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T
t
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MALE TOILET WC
i
A
*
LOCKERS
u
A
ROAD LVL
± 00
CRECHE 1 » ft
UB
5175 FFL) 5275 (TOS)
LU
U
U
LT
U
L
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t I
l
, SECTION-AA
4
VARIES (FFL) +12550 (TOS)
4
VARIES (FFL) +10150(TOS)
i i i
MUMTYV MACH. ROOM
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TERRA
l l i i
I
2 BHK TOWERS WITH BASEMENT BELOW TOILET
TERRACE
4
+6000 (FFL) +5950 ( TOS)
MUMTY
lL „
1st FLQOR
GUEST
ROOM
3
STAIRCASE
ASSAGE
I
-
CARD ’ S ROOM
CAFE / COFFEE 350 wide
+355 (DECK FFL)
§ CLUB LEVEL
SWIMMING POOL
^
ROAD LVL/
-945 ( TOS)
± 00
Inlet Channel
*
TOO wide
S
4 --
5175 FFL ) 5275 (TOS)
UB
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STAIRCASE
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+125 (TOS)
I I
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n n n nI
ENTRA JC E PORCH
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RAMP UP FROM UB TO GROUND
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U
SECTION-BB
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COURTYARD
Drain Channel
4 4
I I i
m
i
+405 (FFL) TOS VARIES
I