ARCHITECTURAL PORTFOLIO SHRIYA . S. JOSHI | B.ARCH MUMBAI, INDIA
TABLE OF CONTENTS PAGE NO.
PROJECT
01-07
1. INDIAN INFORMATICS AND CULTURAL CENTER Design Dissertation
08-12
2. REDESIGNING BHANDUP RAILWAY STATION Semester 9 | Architectural Design
13-17
3. LUXURY HOUSING Semester 7 | Architectural Design
18-21
4. TOWN PLANNING Mapping and Proposal of Landuse plan for Gothivali, Navi Mumbai
22-25
5. WORKING DRAWINGS Semester 6 | Architectural Representation and Detailing
26-30
6. INTERNSHIP WORK Semester 8 Internship at ARK Reza Kabul Architects
31
7. SKILLS and HOBBIES Photography, Digital art, Painting, Sketching, Model Making
The main idea of the proposed program is to create a center which makes one experience the amalgamation of all the cultures in India. The center will offer the visitors visual experiences, hands on workshops, learning about the various cultures, their history and background in a more interesting way. The center will have museums, workshops, restaurants, small theatre rooms and library. The center can have positive impacts such as: •Create interest in one community about multiple cultures. •Develop sense of community. •People with many cultural backgrounds would gather and communicate in a single center. •Exchange of ideas and customs throughout the country. •A new experience for people and gets some knowledge about their own country.
1.
INDIAN INFORMATICS AND CULTURAL CENTER SITE : DELHI, INDIA SEMESTER 09-10 | DESIGN DISSERTATION GUIDE: AR. MILIND CHITALE PROJECT YEAR : 2019-2020 01
02
03
EAST ELEVATION
FLOOR PLATE ZONING @ 6.45M A’
A
FLOOR PLAN @ 6.45.M KEY PLAN SECTION AA’
VISITORS CIRCULATION FLOWCHART VERTICAL CIRCULATION DIAGRAM
FLOOR PLAN @ 3.45.M
WEST ELEVATION
FLOOR PLATE ZONING @ 3.45M B
B’
SECTION BB’
KEY PLAN
FLOOR PLAN @ 10.65.M
04
SECTION CC’
CENTRAL SITOUT SPACE VIEW MUSEUM CIRCULATION
MUSEUM CIRCULATION FLOWCHART
SECTION EE’
SECTION DD’
FLOOR PLATE ZONING @ 13.65M
SOUTH ELEVATION E’
FLOOR PLAN @ 13.65.M
E
D
D’
C
C’
F’
F
KEY PLAN
FLOOR PLATE ZONING @ 10.65M
SECTION FF’
VIEW
05
A
WAFFLE SLAB
RCC SLAB
RCC SLAB
RCC SLAB
RCC BAND BEAM
R C C
.0
0
.0
0
10 .0
8.5
0
X'
0
SECTION @ Z
PLAN
0 .0 10
GUTTER
0.2
DOWN 10.65
8.55
8.79 0.6 2 1.2 0.15
6.45 M
LIFT
9.53
14.62
1.74
4.95
LIFT
2.732.73
0.45
COLUMN CHAMFER
DETAIL @ A
11.90
PCC BED
11.60
PLAN
FLYASH BRICKS
11.20
COLUMN LAYOUT
0.75
0.75
0.75
A'
SECTION AA' MS SLAB REINFORCEMENT BARS 12MM Ø
0.2
0.23
0257$5
0.23
0.75
0.23
4.7
0.15
WAFFLE SLAB RIBS X'
0.15 150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION VERTICAL
SINGLE JALI MODULE
1.5
100 MM X 50 MM L- BRACKET
%
WAFFLE SLAB VOIDS
150MM X 150MM ALUMINIUM BOX SECTION 100 MM X 50 MM CUSTOMISED L- BRACKET 150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL 50 MM THICK FRP JALI AS PER DETAIL
$
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
PLAN
JALI PATTERN
WAFFLE SLAB RIBS
150 MM X 50 MM ALUMINIUM BOX SECTION - VERTICAL
PLAN
0.110 0.110 0.110
0.7
230 MM THICK BRICK WALL
COURSES 2,4,6,...
0257$5 -2,17
PLAN @Y
0.05 0.23
230 MM THICK BRICK WALL 150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL 100 MM X 50 MM L- BRACKET
RCC PROJECTION 150 MM THICK
100 MM X 50 MM L- BRACKET 1.35
230 MM THICK BRICK WALL
150MM X 150MM ALUMINIUM BOX SECTION
1.34
0.05 9.15
100 MM X 50 MM CUSTOMISED L- BRACKET
;
100 MM X 50 MM L- BRACKET
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL
<
DETAIL C
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION VERTICAL
MM
100 MM X 50 MM CUSTOMISED L- BRACKET
16.95
150MM X 150MM ALUMINIUM BOX SECTION
0.05
<
Z
100 MM X 50 MM CUSTOMISED LBRACKET
1.34
;
0.15
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL
50 MM THICK FRP JALI AS PER DETAIL
13.65
100 MM X 50 MM LBRACKET
RECTANGULAR SECTION -
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTIONHORIZONTAL
: $VERTICAL / /
150 MM THICK RCC SLAB PROJECTION
150MM X 150MM ALUMINIUM BOX SECTION
0.15
10.65
100 MM X 50 MM L'BRACKET
230 MM THICK BRICK WALL
0.6
100 MM X 50 MM CUSTOMISED L- BRACKET
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL
100 MM X 50 MM L- BRACKET
0.15
0.05
0.05
%
SECTION AA'
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION HORIZONTAL
150MM X 150MM ALUMINIUM BOX SECTION
ELEVATION
A OPENABLE WINDOW
0.6
RCC PROJECTION 150 MM THICK
100 MM X 50 MM L- BRACKET
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL
1.34
0.15
1.34
100 MM X 50 MM L- BRACKET
1.34
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL 150MM X 150MM ALUMINIUM BOX SECTION
100 MM X 50 MM CUSTOMISED L- BRACKET
0.3
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
150MM X 150MM ALUMINIUM BOX SECTION
DETAIL Y
SECTION AA'
0.6
0.4 OPENABLE WINDOW
230 MM THICK BRICK WALL
RCC PROJECTION 150 MM THICK
OPENABLE GLASS WINDOW
4.7
0.15
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
50 MM THICK FRP JALI AS PER DETAIL
0.4
ALUMINIUM LOUVER 150 MM THICK
50 MM THICK FRP JALI AS PER DETAIL
2.5
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
0.4
RCC PROJECTION 150 MM THICK
PLAN
SECTION @ Z 4.7
B 0.4
0.4
RCC PROJECTION 150 MM THICK
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL
DETAIL B
RCC PROJECTION 150 MM THICK
B
A
150MM X 150MM ALUMINIUM BOX SECTION
DETAIL A 150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION HORIZONTAL
ALUMINIUM LOUVERS 150 MM THICK
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
50 MM THICK FRP JALI AS PER DETAIL
RCC PROJECTION 150 MM THICK OPENABLE WINDOW
100 MM X 50 MM CUSTOMISED L- BRACKET
0.05
( 7 $ , / 6 150
W I N D O W
0.3
19.95
50 MM THICK FRP JALI AS PER DETAIL
2.5
1.5
150 MM THICK RCC SLAB PROJECTION
2.5
%
100 MM X 50 MM CUSTOMISED L- BRACKET
DETAIL X
0.2
100 MM X 50 MM L- BRACKET
' ( Indian structures is its"JALI WALL" 6 , A new jali pattern is developed taking into consideration some recurring patterns in Indian jalis throughout India. ADVANTAGES: · Cavity induced in wall provides better thermal insulation, *resulting in cooler interiors during summer and warmer ELEVATION DEVELOPMENT OF JALI PATTERN 1interiors during winter.
MM X 50 MM ALUMINIUM RECTANGULAR SECTIONHORIZONTAL
0.2
WAFFLE SLAB VOIDS
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION- HORIZONTAL
0.23
0.75
The bricks are placed in vertical position, so that 110 mm face is seen from front elevation, instead of the 75mm face (considering brick of standard size 230 X 110 X 75 mm). Oneof of traditional cultural element Since width wallthe remains 230mm, an internal cavity is created.of
100 MM X 50 MM L- BRACKET
0.7
0.2
0.23
COURSES 1,3,5,...
conventional horizontal position and thus creating a cavity (hollow space) within the wall.
4.7 $
0.75 0.75
0.75 3
$
; ; 00 )/<$6+ %5,&.
4
0.75 0.75
LINEAR PATTERNS USED IN INDIAN JALI
: 2 $ / Rat trap bond is a brick masonry method of wall construction, in / bricks are placed in vertical position instead of which 1
0.2
0.2
5. FINAL DESIGN 0257$5
0.23
&,5&/(
&,5&/(
0.7
SECTION XX' @Z
0.75
0.75
; ; 00 )/<$6+ %5,&.
0.23
Due to uniform size of bricks mortar required for joints and plaster reduces almost by 50%
MS STIRRUPS 8MM Ø MS VERTICAL REINFORCEMENT BARS 20MM Ø
&
3
WAFFLE SLAB VOIDS
A
0.75
0.75 0.12
Fly ash brick (FAB) is a building material, specifically masonry units, containing class C or class F fly ash and water. · Fly ash bricks are lighter and stronger than clay bricks. · Same number of bricks will cover more area than clay bricks ·CURVE HighPATTERNS fire Insulation USED IN INDIAN JALI · Due to high strength, practically no breakage during 2 1 transport and use.
WAFFLE SLAB RIBS 0.9
0.23
·
$ /150 MM X 50 , ALUMINIUM
0.7
0.7
R.C.C COLUMN 400MM X 400MM
0.2
S L A B
DETAIL @ A
RCC BAND BEAM
Y
RCC COLUMN
0.4
2.34
RCC FOOTING
RCC BEAM
RCC SLANT BEAM
16.00
SECTION AA'
ELEVATION OF JALI WALL
2.5
SECTION
9.28
0.3
PCC BED
LIFT
6.25
0.3
LIFT
2.732.73
R.C.C ISOLATED FOOTING
$ / ,
11.20
RCC SLAB 0.2
R.C.C COLUMN 400MM X 400MM
11.90
12
11.60
9.21
PLINTH BEAM
RCC SLAB
0.40
.00
07
0.3
R O O F
10
9.
RCC COLUMN
RCC COLUMN
X
W A F F L E
0.6
10
GUTTER
0.2
10
B
0 0
DOWN 10.65
FF DUCT
0 0
.00
0 0
10
RCC COLUMN
0.7
SECTION XX'
7.28
RCC BEAM
RCC COLUMN
0.2
RCC GUTTER
RCC COLUMN
0.4
RCC GUTTER
RCC COLUMN
0.4
RCC GUTTER
RCC COLUMN
RCC COLUMN
0 0
9.92
0 0
8.01
8.55
0
4.54
8.83
7.31
8.95
150 MM X 50 MM ALUMINIUM RECTANGULAR SECTION - VERTICAL
D E S I G N
RCC SLAB
RCC GUTTER
B
·
J A L I
RCC GUTTER
RCC COLUMN
0.1
RCC GUTTER
RCC COLUMN
9.49
L A Y O U T
RCC SLAB
Z
A
X RCC SLAB
RCC SLAB RCC GUTTER
8.95
C O L U M N
RCC PROJECTION 150 MM THICK RCC PROJECTION 150 MM THICK
SECTION AA
0.3
ALUMINIUM LOUVER FIN 200 MM THICK
RCC PROJECTION 150 MM THICK
SECTION BB
06
TYPE 1
A L U M LI O N U V I E R U S M F I N S
ALUMINIUM FIN 200 MM THICK ALUMINIUM FIN 200 MM THICK
0.1
RCC COLUMN
Z
16.95 M LVL
JOINERY AS PER DETAIL
RCC BEAM
RCC BEAM
0.3
16.95 M LVL RCC BEAM
STEEL PLATE 10MM THICK ALUMINIUM FIN 200 MM THICK
STEEL NUT BOLTING OF PLATE WITH BEAM
ALUMINIUM FIN 200 MM THICK
ALUMINIUM FIN 200 MM THICK
RCC COLUMN
13.65 M LVL
RCC BEAM
13.65 M LVL
RCC BEAM
13.65 M LVL
JOINERY AS PER DETAIL
RCC BEAM
RCC BEAM
A
DETAIL @ A
ALUMINIUM FIN 200 MM THICK
ALUMINIUM FIN 200 MM THICK
RCC COLUMN
ALUMINIUM FIN 200 MM THICK
19.65 M LVL RCC BEAM STEEL PLATE ALUMINIUM FIN 200 MM THICK
10.65 M LVL
RCC BEAM
10.65 M LVL
RCC BEAM
RCC BEAM
STEEL PLATE16.95 M
ALUMINIUM FIN 200 MM THICK
ALUMINIUM FIN 200 MM THICK
6.45 M LVL
6.15 M LVL 6.00 M LVL
6.00 M LVL
13.65 M LVL
RCC BEAM
SECTION
STEEL PLATE
0.75
0.75
0.75
PLAN
0.75
0.75
ALUMINIUM FIN 200 MM THICK
ALUMINIUM FIN 200 MM THICK
ALUMINIUM FIN 200 MM THICK 0.75
RCC BEAM
STEEL PLATE
RCC BEAM
0.75
ALUMINIUM FIN 200 MM THICK
STEEL PLATE
ALUMINIUM FIN 200 MM THICK
0.75
LVL
RCC BEAM
RCC COLUMN
ELEVATION
10.65 M LVL
JOINERY AS PER DETAIL
0.75
0.1
Y
STEEL PLATE RCC BEAM
JOINERY AS PER DETAIL
RCC BEAM
STEEL BASE PLATE 20 MM THICK
ELEVATION
0.3
ALUMINIUM FIN 200 MM THICK
10.65 M LVL
STEEL PLATE
ALUMINIUM FIN 200 MM THICK
JOINERY AS PER DETAIL RCC COLUMN
RCC BEAM 0.75
0.75
0.75
0.75
0.75
0.75
0.75
ALUMINIUM FIN 200 MM THICK
19.95 M LVL
PLAN
STEEL PLATE
ALUMINIUM FIN 100 MM THICK
NUT BOLT JOINING THE BASE PLATE WITH RCC BEAM
DETAIL @ Y
6.45 M LVL
SECTION
DETAIL @ Z
COVERING MATERIAL
A
ANGULAR BAR 40MM DIAMETER BOTTOM BAR 40MM DIAMETER
B
TOP BAR 40MM DIAMETER
LANDSCAPING
(;,7
HOLLOW STEEL TAPERING TUBULAR COLUMN
LANDSCAPING
6
RECHARGE SHAFT
RAINWATER FROM ROOFTOP
2.00M
RAINWATER FROM ROOFTOP
&$5 3$5.,1*
68%67$7,21
8*7
4.00M
2 2
2
2
2
COVERING MATERIAL
3
3
3
1
SLEEVE
1
STAINLESS STEEL BOLT
1
HEAD
10
0 0
0 0
0 0
0 0
0 0 0
:$< '5,9(
10
0
0 0
0
0 0
6(:$*( 75($70(17 3/$17
0
5$,1:$7(5 &2//(&7,21 7$1.
0 0
WATER FLOWING INTO UNDERGROUND RECHARGE
6(59,&( '5,9(:$< 62/$5 3$1(/6 ,167$//$7,21
RECHARGE SHAFT
SERVICES LAYOUT
TURF TOP LEVEL WITH LAWN /,)7,1* +$1'/(
32/<3523</(1( *$/9$1,6(' 0$1+2/( &29(5
LEGEND
UNDERGROUND TANK
OVERHEAD TANK
GREEN LAWN
RAINWATER DRAINAGE
TOP SOIL
*(27(;7,/( 0(0%5$1(
CHECKERED PAVEMENT
ROOFTOP RAINWATER COLLECTION TANK
250
LEGEND
RUBBLE PAVEMENT 1200
ASPHALT
INSPECTION CHAMBER
RECHARGE SHAFT
SEWAGE TREATMENT PLANT
TOILET DUCTS
TREES USED:
TYPE
1.AZADIRACHTA INDICA (NEEM)
EVERGREEN
100 FT TALL
2. ACACIA NILOTICA (BABOOL)
THORNY WEED
5 TO 20 M
3.PROSOPIS JULIFLORA(KEEKAR TREE)
EVERGREEN
7 to 12 M
HEIGHT
SECTION GREEN MANHOLE COVER
PLAN
2
2
2
2
'(7$,/ $
2
0
0
SOLAR PANEL INSTALLATION 2
50% 40MM BOULDERS
2
SEALANT
3
20% 20MM GRAVEL
0
DETAIL C
2
2
3
RCC COLUMN
0 0
81'(5*5281' 5(&+$5*(
0 0
SPHERE NODE
ANGULAR BAR 40MM DIAMETER
PLAN
BOTTOM BAR (40MM DIAMETER) TOP BAR (40MM DIAMETER)
TOP BAR 40MM DIAMETER
$
STEEL PLATE BASE PLATE 20MM THICK
0 0
30% COARSE SAND
RUNOFF FROM CENTRAL COURTYARD
0 0
3.00 M
0
0
BOTTOM BAR 40MM DIAMETER
STEEL PLATE BOLTED
ANGULAR BAR (40MM DIAMETER)
287'225 6($7,1*6
0 0
DETAIL A
STAINLESS STEEL SPIDER JOINT
RAINWATER HARVESTING
0 0
0 0
HOLLOW STEEL TAPERING TUBULAR COLUMN
STAINLESS STEEL BOLT
UNDERGROUND RECHARGE
$5.,1*
0
0 0
STAINLESS STEEL WASHER
WATER FLOWING INTO UNDERGROUND RECHARGE
&$5 3
COVERING MATERIAL 1
'5232))
0
0 0
'
$
50% 40MM BOULDERS
$<
DETAIL B
GROUND
9$/(7 3$5.,1* .,62.6
0
0
'5,9(:
HOLLOW STEEL TAPERING TUBULAR COLUMN
RCC COLUMN
6
30% COARSE SAND
RUNOFF FROM CENTRAL COURTYARD
6(59,&(
STEEL PLATE &
S E R V I C E S
GROUND
0
0
VALET PARKING PICKUP
0 0
STEEL CONNECTOR PLATE
S E R V I C E S
0 0
'5,9(:$<
75<
20% 20MM GRAVEL
0
6(59,&( (175< (;,7
(1
9$/(7 3$5. '5,9(5 $5 ,1* ($
,9(:
'5
9$/(7 3$5.,1* .,62.6
0 0
BOTTOM BAR 40MM DIAMETER
6.00M
5.00M
$<
1.00M
0 0
ANGULAR BAR 40MM DIAMETER
2
ANGULAR BAR 40MM DIAMETER
2
63+(5( 12'(
SPHERE NODE
3
2
2
2
3/$1
2
3
3
2
R O O F
STEEL NUT BOLTING OF PLATE WITH FIN 0.1
16.95 M LVL
STEEL PLATE WELDED TO BASE PLATE AND FIN
S P A C E F R A M E
ALUMINIUM FIN 200 MM THICK
ALUMINIUM FIN 200 MM THICK
0.1
H A A T
0.4
RCC BEAM
0.3
STEEL COLUMN
JOINERY AS PER DETAIL
0.16
TENSILE MEMBRANE MAST SUPPORT
19.95 M LVL RCC BEAM
19.95 M LVL
RCC BEAM
0.5
T E N S I L E
TYPE 2
19.95 M LVL
0.04
0$67 6833257(' 7(16,/( 6758&785( 7HQW OLNH VWUXFWXUHV FRQWDLQLQJ RQH RU PRUH SHDNV VXSSRUWHG E\ SROHV PDVWV RU D FRPSUHVVLRQ ULQJ WKDW FRQQHFWV WKH IDEULF WR WKH FHQWUDO VXSSRUW
%$5 00 â&#x2C6;&#x2026;
TOP BAR 40MM DIAMETER BOTTOM BAR 40MM DIAMETER
DETAIL D
07
The program intends in proposing a secondary program for Bhandup Railway Station as well as redesigning the station. Considering the amount of footfall the station caters to, a developed more architecturally advanced and safer railway station design is proposed. The program consists of two parts : 1) Railway Station 2) Secondary Program The secondary activites were proposed keeping in mind the functionality of the station when the footfall will be low. Activites such as gym, cafes, workspaces, etc are planned without disturbing the main function of the station but at the same time making the station more lively place to be in.
2.
REDESIGNING BHANDUP RAILWAY STATION SITE : BHANDUP, MUMBAI SEMESTER 09 | ARCHITECTURAL DESIGN GUIDE: AR. JYOTI KUMARI PROJECT YEAR : 2019
08
09
The program consists of two parts : 1) Railway Station 2) Secondary Program The secondary activites were proposed keeping in mind the functionality of the station when the footfall will be low. Activites such as gym, cafes, workspaces, etc are planned without disturbing the main function of the station but at the same time making the station more lively place to be in.
10
11
LASER CUT MODEL
12
The project designed was luxuryhousing, at hinjewad in Pune. The housing project consisted of 15 villas, row houses, 3 and 4 bhk apartments and penthouse. The design aimed at providing the occupants with ultimate luxury - huge spaces, views and vistas, easy of living. The design aimed at providing an utmost comfortable lifestyle for the occupants. It helped us to understand different high end materials, technologies and different amenities which can be implemented in a luxury apartment.
3.
LUXURY HOUSING SITE : HINJEWADI, PUNE, INDIA SEMESTER 07 | ARCHITECTURAL DESIGN GUIDE: AR. ANJALI PRABHUDESAI PROJECT YEAR : 2018
13
14
SITE SECTION AAâ&#x20AC;&#x2122;
SITE PLAN
15
16
17
The intention of this project was to map the existing landuse plan of GOTHIVALI GAOTHAN at Rabale, Navi Mumbai and analysing the same. Then after, Studying different concepts of town planning, a new landuse plan was proposed. Town Planning rules and regulations of Navi Mumbai were refered.
4.
TOWN PLANNING- MAPPING AND PROPOSAL SITE : GOTHIVALI, RABALE, NAVI MUMBAI SEMESTER 07 | TOWN PLANNING GUIDE: AR. SHAIKH MOHAMMAD ASHIQUE BADRUDDIN PROJECT YEAR : 2018
18
MAPPING
The pie charts show the division of Land use in single zone of Gothivali. Maximum Landuse is alloted for residential buildings. Green spaces are minimum
19
ELEMENTS USED
PROPOSAL
LANDUSE PROPOSAL PLAN FOR GOTHIWALI
ELEMEMTS OF RADBURN CONCEPT
NAVI MUMBAI POLYCENTRIC APPROACH
The success of navi mumbai lies in the approach adopted while it ’s planning. Considering the massive scale of navi mumbai project and to avoid a mumbai like situation of activity concentration caused by a mono-centric development model, the planners adopted polycentric nodal pattern of development. The polycentric approach based on principle of decentralization. It avoids concentration of population.
CONCEPTS
The proposal for planning includes regulatios wise distribution of residential commercial and recreational spaces. Other than that the locations of aminites like school, hospital, bank, fire station, police stations, public and semipublic spaces, markets, busstops and rickshaw stands are marked in plan very stratigically cosidering the flow of traffic and pedestrian crowd at certain location.
Super block Peripheral road system – access roads Park areas walkways
ELEMEMTS OF GARDEN CITY CONCEPT
Social mix and Maximum community facilities Working space while maintaining natural qualities
ELEMEMTS OF GRID IRON CITY CONCEPT Straight streets crossing at right angles to create many regular city blocks Flexible movement of people and product through the city Easy and high accessibility
PROPOSAL
ROAD FROM NEIGHBOURING GRID PLAN
Planning considering the 500 m area around gothiwali. Merging the new city with surrounding streetscape and grid planning
ZONING
CONCEPT FOR PROPOSAL
PLANNING OF PROPOSED SECTORS
20 22
PROPOSAL SECTOR PLANNING Each sector consists of an open space, accessible by the locals through an internal pathway. The internal pathway connects to the open spaces throughout each sectors. Commercial bands are placed along the external pathways for easy acctessiblity , and convieneince.
SECTOR PLANNING
Hierarchy planning Allotment of each plot to specified building typologies. Views to each individual typology.
The proposed landuse plan consists total of 3016 residential units. It includes bunglows, row houses and Mid rise residential Buildings.
21
In semester VI, we considered the design project previously designed and did working drawings for the same. It gave us information about how things happen in practice and helped us understand the minute detailing of any design.
5.
WORKING DRAWINGS SEMESTER 06 | A.R.D GUIDE: AR. JYOTHI KUMARI PROJECT YEAR : 2018 22
B
A
B
D
C
E
F
H'
H
G
J
K
L
M
N
11
11
3120
4770
D3
1900
3000
600
eq. 2620
600
600
600
S
F1
S
CF WF1 W4
D2 C21 D3
230
230
7
C19 D3
6040
PASSAGE 3 M WIDE
HANDICAP TOILET
F4
S
CF WF1 5.1M C17
6
C18
1860
C16
600
STAIRS BELOW
UP
W5
12 MM THICK TEMPERED GLASS FRAMELESS GLASS RAILING
12 MM THICK TEMPERED GLASS FRAMELESS GLASS RAILING
1860
300
10250
COURTYARD
3600
300
7800
CAFETERIA SEATINGS 5.1M
UP
CF WF1
600
W5
4'
PASSAGE 3 M WIDE S
840
D3'
MULTIPURPOSE HALL STAGE
5.1 F3
24
30
23
31
22
32
21
33
20
34
19
35
18
36
17
37
16
38
15
39
14
2000
16285
FIRE DUCT
CF WF1
S
1410
1510
1510
1410
C1
W4
300
300
2620
W4
300
300
600
300
600
CHAJJA ABOVE
2620
INTERNAL
6870 x 3060
385
385C5
C4
300
W4
2620
W3
WINDO
KITCHEN 5.1M
2044
2044
C3
C2
3060
F.D
230 mm THICK BRICK WALL
6870
W4a
2
600
D3
CF WF1
BAMBOO JALI 50 MM Ã&#x2DC; BAMBOO
S
5600 F1
1700 X 1300
D2
W4
5.1M
D2
16285
W4
6870 x 9240
S
CF WF1
300
CAFETERIA
F3
3
300
25
29
300
2100
1210
1210
C6
300
1
C7
W4
300
CHAJJ
2620
27847
16000 CHAJJA
43843
A
FLOOR PLAN
B
C
D
E
300
F
G B'
H
H'
J
K
L
M
N
WINDOW OPENING 350
8685
9240
16285 x 9240
26
28
2000
12500
12 MM SLIDING GLASS PANEL, FROM SKIRTING TO BEAM LEVEL
27
4
C8
6870
C9 300 MM 150 MM
300
CAPACITY : 10 PASSENGER
TREAD RISER
1870
LIFT
2025 x 1729
3
230
1870
4970
D3
C10
600
4770
C11
9240
C12
1500
C13
1425
FIRE EXIT
600
5.1M
2620
3000
F4
CF WF1
600
4'
5
C15
S
300
F4
3600
C14
1425
3000
5
4
A'
8
600
C20
6040
6
1
5.1M
CF WF1
D2
9
7800 x 6885
5.1M
5.1M
2
W4
DORMITORY 3
7800 x 6885
F1
10
C35
1285
7800
DORMITORY 2
C22
CF WF1
2690
eq.
500
D2
S
W2
630
700
S
CF WF2
230 F4
eq.
700
300
980 980
1160 900
600
1.2M
CF WF2
PASSAGE 3 M WIDE
115 mm THICK BRICK WALL
GENTS F2
C23
C24
4500
S
26
300 MM 150 MM
7800
eq.
eq.
25
1285
W2
eq.
24
28
1290
eq.
2620
23
29
C34
eq.
30
eq.
W1
W1
eq.
1060
22
F2
1100 D1
W2
630
31
1.2M
eq.
6885
21
D1
6885
20
32
eq.
W1
D1
eq.
1290
300
19
33
eq.
1100
LADIES
D1
700
34
W1
W1
W2
2630
300
18
V.D
1100 D1
eq.
840
700
17
35
1200
C33
300
36
W1 W1
1100
eq.
1800
1800
1800
700
16
TREAD RISER
D1
W3
1800
1925
980
15
37
UP
1970
eq.
eq.
14
38
3442
900
CF WF1
39
27
C32
300
S
eq.
2400
CAPACITY : 10 PASSENGER
C25
W3
700 1825 X 1729
2130
3600
6885
LIFT
S
CF WF1
300
10400
7
5.1M
C26
eq.
1230
700
2000
12040 x 6885
8
C31
930 F1
12040
F1
eq.
W4a
930
DORMITORY 1
W4
eq.
600
C30
C29
510
1550
510
eq.
300
W2
700
C28
360
eq.
300
eq.
W2
600
600
eq.
700
1640
eq.
600
W2
300
9
360
eq.
2100
33150
A
300
W2
PARTITION 25 MM THICK
2100
2620
300
600
300
1800
700
C27
1800
2130
10
1800
600
600
1800
600
23
DETAILS
24
SECTIONS 25
Architectural Internship is part of the five year programme of Bachelor of Architecture. During this time , students learn about the realistic world of architecture. Working on a wide variety of projects over the course of the internship allows one to understand architecture in depth. Different activities, such as site visits, group discussions, client meetings, instil discipline and coordination. It makes one understand exactly-how the field of architecture works.
6.
Pioneers of high-rise design in India, ARK is renowned for its award winning landmark projects such asTranscon Triumph, India (Best Residential High Rise) Development India - Asia Pacific International Property Awards : 2015); Shreepati Arcade, India (India’s Tallest Building - Limca Book of Records : 2003); The Landmark Grand, Dubai (Highly Commended Best Hotel - International Hotel Awards : 2012 & 2013); Ekta Tripolis (Best Upcoming Green Project of the Year – Construction Times Builders Award : 2015).
ARCHITECTURAL INTERNSHIP NAME OF FIRM: ARK REZA KABUL ARCHITECTS, BANDRA,MUMBAI SEMESTER 08 | INTERNSHIP MENTOR: SENIOR ASSOCIATE MANISH HARIHAR DURATION : DECEMBER 2018- MARCH 2019
26
3D VIEW
DETAILS 27
FRONT ELEVATION 3D VIEW PROJECT : Dudhwala Complex CLIENT: Dudhwala Developers - Planning, Elevations, Details, Views
MUNICIPAL DRAWING
JALI DETAILS 28
V I E W S
PODIUM FINS DETAILS
FACADE FIN DETAILS AND VIEWS
29
Project: JUHU CHANDAN Client: KABRA GROUP -Checking Basement construction, Shore Piles, Girder Slab construction
SITE VISIT Project: TWIN GALAXY AT KURLA, MUMBAI Client: TWIN DEVELOPERS -Centerline checking, Foundation checking
SITE VISIT Project: Tirumala Residence Client: TRANSCON -Podium Elevation checking - Ramp checking
SITE VISIT Project: TRINITY Client: M/S EKTA DEVELOPERS -Slab checking
SITE CO-ORDINATION 30
P H O T O G R A P H Y MODEL MAKING
ILLUSTRATION
Semester 6 | Architectural Design Model
The digital illustration is of a Spanish Actor “Álvaro Morte”
Semester 9 | Architectural Design Model
PORTRAIT- WALL PAINTING
The wall painting is of Indian Cricketer “Virat Kohli” The black paint and yellow wall colour contrasts each other.
SKETCHING- MANDALA ART Semester 9 | Truss model
SKILLS and HOBBIES
31