2007-2015
PERSONAL INFORMATION Address: , 11 Chilton Street, Apartment 2, Cambridge, MA - 02138 Contact: +1 857-285-0699 Email: mdsingh@gsd.harvard.edu Website: http://mdsingh.wix.com/malikasinghportfolio
EDUCATIONAL Qualifications Harvard Graduate School of Design (2013-2015)
Candidate for Master in Design Studies (Major: Architecture and Building services/Tech Courses Include: • Computational Material Distribution • Advance Material Systems • Introduction to computational Design • Landscape Material Design Practice • Nano I Micro I Macro • Digital Media for Designers • Informal Robotics/ New Paradigm for Des • Responsive Environment Construction • Smart[er] Cities • Energy in Architecture • Construction Lab • Tangible Interfaces. Balwant Sheth School of Architecture NMIMS University (2007-2012 )
Bachelor of Architecture (Five year program)
IAAC - Institute for Advanced Architecture of Catalonia, Spain.
Global Summer School (SELF<A>ARCHITECTURE), 2011
School at Manini Kishor Sanghvi College of Commerce (2005-2007)
Commerce, Economics, Accounting and Business Strategies.
PUBLICATIONS • • • • •
2014 Robotic Fabrication of Components for Ceramic Shell Structures in Journal of the tional Association for Shell and Spatial Structures (J. IASS) Issue: Vol. 55 (2014) No. 4 D n. 182 Pages: 237-242 2014 GSD Platform 7 by Leire Asensio Villoria: Featured Projects 2012 Thesis- Urban Dynamic Systems 2011 Urban Injector (co-authored) 2009 Kutch: A sojoun (co-authored)
EXHIBITIONS - INSTALLATIONS • • • • • •
2014 Wyss Annual Retreat: Featured Projects: Crease (Origami folded robot), Bertoldi R Project and Pneumatic Window System. 2014 Ceramic Exhibition: Robotic Fabrication of Components for Ceramic Shell Struct 2010 Barcelona Study trip and Exhibition 2009 Summer Timber Workshop and Exhibition 2008 Growth and Form Exhibition 2007 Material Systems Workshop and Exhibition
AWARDS - HONORS • •
2014 Hangai Prize Papers for 2014: Robotic Fabrication of Components for Ceramic Sh tures 2012 Fellowship- Balwant Sheth School of Architecture Interactive architecture-Rethink Future Urban Structure
OTHER WORKS • •
2011 Installation at Kalaghoda (Mumbai Art Festival) Street furniture + canopy for amp 2011 Organization Committee for BSSA College Festival
INTERESTS - HOBBIES •
Travel, photography, Music, Trekking, Reading, Debates, Adventure sports, trying a new every summer.
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professional & research experience # ALIVE (Adaptive Living Environment) Design Lab // GSD + WYSS institute
Research Assistant (January 2014 – Current) • Pneumatic Window Façade : Fabrication • Bertoldi Research Group : Analysis, Design, Fabrication and experimentation. # Design Robotics Group // Harvard GSD
Research Assistant (May 2014-DEC 2014) • Researching on new fabrication techniques for unconventional self-supporting ceramic structures # NMIMS University Balwant Sheth School of Architecture
Teaching Assistant (July 2012-April 2013) Classes: • 1st Year Digital Design • 2nd Year Architecture Design studio and Exhibition • 2nd Year Digital Design • 4th Year Furniture Prototype • 5th Year Working Drawing
# NMIMS University Balwant Sheth School of Architecture
Research Fellow (July 2012-April 2013) • Interactive Architecture
# SANJAY PURI ARCHITECTS, Mumbai, India
Intern Architect (4 Months) Worked on Design development of the projects, independent site visits, coordinating with the structural engineer, issuing of construction drawings, representation and technical drawings, 3D-modelling. • Auditorium, Ranchi • kalpataru Solitaire Apartment, Juhu, Mumbai (Planning and execution drawings) • RNA Apartments + Club house, Chembur, Mumbai -Global City Township, India # KUBER DEVELOPERS, Mumbai, India
Summer Intern (2010 & 2011 + Part-time till Jan 2012) Design Development, Presentation and Technical Drawings, Model Making. • August Villa, Lonavala_2010 • Horizon View, Lonavala_2011-2012 • Also was a part as a design consultant at many other projects. # FREE LANCE, Mumbai, India
Freelance work and renovation for residence in Mumbai, India. (October 2012-April 2013) • Dr. Chetans Residence
DRAWING - SKILLS 2D&3D Drawing & Modeling • Autodesk • Revit • Rhino & Grasshopper & vray • Adobe Creative Suite • 3ds Studio Max • Sketch-up Filming & Editing • Adobe After Effects Hand Models
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Other Softwares • CorelDraw • Keyshot • Ecotect • Arduino Application • Sketching and Drafting • Rendering in pen and ink Languages • English Architecture Design
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DESIGN INDEX
- EFFECTIVE THICKNESS - THE GAZE - CREASE - NASIK AIRPORT - URBAN DYNAMIC SYSTEM - URBAN INJECTOR - INFINITE SPACE - STREET FURNITURE - CORRIDOR FURNITURE - ZAVERI BAZAAR - RNA CLUB HOUSE - TAMARIND HALL - KALPATARU SOLITAIRE TOWER
EFFECTIVE THICKNESS Program: Ceramic Shell Structures Team: Zach Seibold | Ling-Li Tseng | Yingyi Wang | Malika Singh School: Harvard Graduate School of Design
Concep tive is t primary of the u lates an equippe
pt: This research investigates the assembly of funicular shell structures using a single layer of flat ceramic tiles. The objecto synthesize recent advances in structural prediction software with existing means and methods of on-site assembly. The y area of investigation is at the scale of the tectonic unit - most specifically how introduction of complexity at the scale unit can simplify assembly of forms that are difficult to realize in the context of modern construction. The project simun industrial production scenario in which components for a given shell structure can be fabricated using a wire cuttered 6-axis robotic arm. It aims to increase the adaptability and applicability of ceramic shell structures.
Proposed Fabrication Process
Shrinkage Diagram
Four adjacent tiles identical in shape and size to the concrete pavers were produced. While leather-hard, these tiles were able to fit together with a high degree of precision. Upon firing, the design team recorded shrinkage of 4-5% of the tiles total size. The tiles shrunk uniformly enough to still interlock with a reasonable degree of precision relative to their overall size.
THE GAZE Course: Responsive Environment Site: Guangzhou China Team: Heamin Kim, Saurabh Mhatre, Mathew Merril, Malika Singh
‘The Gaze’ is located in Haixinsha Island, in the center of Guangzhou, China. The island was the site of the 2010 Asian games for which 3 billion yuans were spent. The island is surrounded by the city’s most iconic architecture, and located at the intersection of the city’s two main axes: the historic water axis of the Pearl River, and the new Planned axis of the central business district, Zhujiang New Town.
At the exact intersection of the two axes flanked by the twin towers to the north, and the Canton tower to the south - is ‘The Gaze’.
YANLING PAR
GUANGZHOU EAST RAILWAY STATIO
CICIT TOWE
TIANHE SPORTS CENTE
HUACHENG PLAZ
ZHUJIANG NEW TOWN (CB
HAIXINSHA ISLAN
CANTON TOWE
360 Degree
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From a central viewing point on the island, a series of fragmented screens radiate out, forming a variable
enclosure. Viewed from thispoint point, the completely enclose or with one another, creating a From a central viewing onscreens the island, a series of overlap fragmented screens radiate 360 degree projection surface of variable transparency that mediates usersâ&#x20AC;&#x2122; perception of the surrounding out,city. forming a variable enclosure. Viewed from this point, the screens completely enclose or overlap with one another, creating a 360 degree projection 20Msurface inner radiusof variable transparency that mediates usersâ&#x20AC;&#x2122; perception of the surrounding city.
From the center of the structure, projections are displayed across the entirety of the surrounding sur displaying live data aggregated and processed from the city, from social media sites like twitter and flic voice to the people/artists by digitally re-representing the public, data, history etc.
rface, creating a totalizing perceptual experience. The videos are far from conventional compositions, ckr. Though the projections vary based on the scenario employed, the result is to give more agency and
The projection surfaces are lar pixels made of smart gla change transparency. Work parency allows for images t and spill onto the ground.
e not static either. Rather, they are composed of 4â&#x20AC;? x 4â&#x20AC;? trianguass. With an electric current passing through, this glass is able to king in strict concert with the projected images, the variable transto be displayed on the surface of the structure, or pass through
There are three prototypes developed for the project:- One shows the working of smart glass since it is smart glass that allows to create a filter between the digital and the real. Smart glass allows us to control the opacity of the material which allows us to project on or thought the screens. Second prototype shows the working of the pixels discussed before and how projections can be altered by simply switching the smart glass on or off.
Third is a room scale prototype that simulates the experience the observer will have when inside the structure .The changing of pixels, overlapping of screens and the envelope enhances the experience of the scenario projected on the prototype.
CREASE_ORIGAMI ROBOT Course: Informal Robotics Team: Olga Mesa| Saurabh Mhatre| Malika Singh School: Harvard Graduate School of Design
This project is a thorough exploration and refinement of a very simple observation that movement can be amplified and muted by solid geometries through hinged joints. By controlling the length and angle of the joints one can increase or decrease the motion achieved in a given cycle of rotation. A simple circular movement can be translated through the body through flexible joints animating a volume given form by rigid triangular connections. The surprisingly animate movement achieved by this simple action takes life from a purely geometric logic and takes its three dimensional form from a pattern cut out from a single two dimensional plane. The primary variables studied were the geometric pattern, the materials of the rigid planes, the construction of the flexible joints, the location and action of the motors, and the connection between the motor and the structure.
GEOMETRY AND MECHANISM Multiple synchronized mechanisms with minimal actuators. In Crease 1 multiple legs that are driven by a single motor. In Crease 4 multiple mechanisms are driven with two motors.
GROUND LEGS: PARALLEL LINKAGES FLEXORS: HINGED LINKAGES ACTUATING BEAM (-) BODY: SPHERICAL LINKAGE MODIFIES
FABRICATION : LAMINATION TECHNIQUE
Elevation View
Plan (Bottom View)
Plan (Bottom View)
CONCEPT : The idea of future expansion, along with other concept of program. Visual connection between arrival and departure area with landscape in the structure. Also the volume of each program w ment and density.
NASIK AIRPORT Subject : Architecture Design Studio Site : Nasik_India Type : Individual Project
ARRIVAL PLAN # 3DSMAX + AUTOCAD
VISITORS LOUNGE & PARKING
CONCOURSE RESTAURANT
LUGGAGE SORTING
pts is used to determine the arrangement a is established by introducing two cracks was determined by the passenger move-
FORM EVOLUTION
GATE POSITION DEPARTURE KERB
LANDSCAPE
BAGGAGE CLAIM
LANDSCAPE
SECTION - DEPARTURE CONCOURSE # 3DSMAX + PHOTOSHOP
GATE POSITION
LANDSCAPE
CHECK-IN
A
ARRIVAL KERB
VISITORS LOUNGE & PARKING
SECTION - DEPARTURE + VISITING LOUNGE # 3DSMAX + PHOTOSHOP
CONCOURSE
GATE POSITION
LANDSCAPE
CHECK-IN
ARRIVAL KERB
VISITORS LOUNGE & PARKING
SECTION - DEPARTURE + VISITING LOUNGE # 3DSMAX + PHOTOSHOP
URBAN DYNAMIC SYSTEM Subject : Architecture Design Thesis_2012 Program : Metal Arts-Crafts Learning and Retail Site : Bhuleshwar, Mumbai Type : Individual Project
FLOW OF METAL -CITY TO SITE
NIGHT VIEW #SKETCHUP + PHOTOSHOP
The city can thus be studied in layers of input and output entities such as people, goods, energy and immovable assets by the use of charts. They are to understand the flows and dynamic interdependencies in a system that resembles a city in terms of production-processing-consumption. Within the macro context of the city these diagrams were used as a tool to understand specific micro sites in Mumbai.
PRODUCT FLOW IN MUMBAI
CONCEPT: There are numerous methodologies and theories that help us understand urbanity and urban networks. The main objective of the project was the study of Cities and Metropolitan regions as complex, non-equilibrium systems. Therefore the project began with the objective of understanding Complex Adaptive Systems and the role they play in the organization of urban networks. It is not the strongest of the species that survives, nor the most intelligent, it is the one that is most adaptive to change_Charles Robert Darwin
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Fin roa and ove
PLAN +FLOW OF MATERIAL ON SITE #3DS MAX+ILLUSTRATOR
MORAGAON, JUHU
DHARAVI
KUMBHARWADA ZAVERI BAZAAR
TRANSPORT NETWORK IN MUMBAI #ILLUSTRATOR
METAL INDUSTRY CONNECTIONS #ILLUSTRATOR
er experimenting with these diagrams on various location, Kumbharwada (south Mumbai) near bhuleshwar which is bustling metal market and commercial trading hub in the heart of the city was selected as the final site. These charts lped to understand the various problems or shortcomings on site and to create new programs and spatial ties with the lp of various operations such as looping, re-arranging,short-circuiting, etc.
nal form was a series of seamless bands created by placing the flowchart on site and by connecting the two main ads together, creating a retail band between them. This band divided the site into two main parts (with raw material d goods on one side and exhibition and workshop on the other) with a common area where the two parts of the site erlapped
METAL INDUSTRY CONNECTIONS #SKETCHUP + PHOTOSHOP
The site was re-designed to allow various other activities related to metal arts and promote city interaction, but also to regenerate the dying market. In many business of products, thus common workshop spaces not only allow the customers to interact learning centre are some of the ideas around which the design was developed.
MODEL BALSA + MDF (LASER-CUT)
PARTIAL PLAN - METAL STORAGE, RECYCLE & RETAIL # 3DS MAX +AUTOCAD + PHOTOSHOP
PARKING GOODS CIRCULATION
WORKSHOP
EXHIBITION
RETAIL
crafts to coexist along with existing retail. The core idea behind inserting such programs was not only to s districts across Mumbai the end-user i.e the customer is left out during the production and design stage t with the workers, but also allow them to create their own art work. Recycling, Customization, metal craft
AUDITORIUM
SECTION
3D SECTION # SKETCHUP + PHOTOSHOP
One can conclude that Systems Theory is essential for urban understanding and planning. It is a tool for grasping the layouts of towns and cities. One can understand clustering, transportation and numerous other patterns that are formed and sustain the city. Once this understanding develops urban planning can consider these aspects and plan for better cities . To closely understand the role of complex adaptive systems play in the working of a city, it is integral to observe and learn from the patterns of clusters that have developed and decayed over a period of time. This understanding of clusters and behavioural pattern of certain systems, such as goods, helps one understand inner city organization.
INTERNAL VIEW # 3DS-MAX +PHOTOSHOP
3D SECTION- PUBLIC PLAZA # SKETCHUP + PHOTOSHOP
PHYSICAL MODEL # ACRYLIC (LASER-CUT)
URBAN INJECTOR Subject : Urban Design_2011 Site : Juhu_Mumbai Program : Regenerating storm water drain and fishing village market Type: Palak Gadodia | Divya Kapuria | Ronak Hingarh | Malika Singh
The first task of this project was identification of varied interfaces in Juhu, a suburban neighborhood in Mumbai. The interface and its effect on the human psyche, society and surrounding environment were studied and analyzed carefully in order to propose a plan for urban renewal. Keeping this objective in mind, nallah (storm water drain running through the center of the city) was seen as a connector and facilitator of various nodes, junctions and programs. After the study of current urban site conditions of the nallah and its adjoining spaces, an intervention was proposed to either enhance or change the existing urban context.
The insert extends all the way to the kohliwada fishing village providing them with a new designated market space at a much larger scale to meet their growing needs. Also space is provided for the local fishermen to catch, segregate and process the fish before exporting or selling the fish off in the city market. The modulation of the nallah itself towards the end, (approaching the Arabian sea) allows to provide the city with space to breed and catch fish (Mariculture). Plenty of open pockets in the intervention provide a scope for future insertion of various new programs as per site requirements.
ZONING PLAN #ILLUSTRATOR
This model shows the desired sponse of interaction between the insert and the site.
Comparison in term of density of public on site and the porosity of insert intertwining the site. Collectively, this kind of reorganization and addition of new programs (mariculture, new transport systems-ferry and boats) allows us to re-look at this entire node as a generator of various activities. This would encourage more locals to join and continue their ancestral tradition of fishing. More people from around the city would start using this insert which will provide the required exposure to this forgotten land and help bring the Gaothan in foreground.
PHYSICAL MODEL #MDF + PHOTOSHOP
PHYSICAL MODEL #ACRYLIC
INFINITE SPACE Fentress Compitition: Future Workspace Site : Eastern Water-Front_ Mumbai Type : Team Work
CONCEPT: A fluid, continuous form is designed that blurs the boundaries, both between different departments of an organization, and between interior spaces and landscape. Core ideas include handheld devices which will allow an unprecedented mobility, and ease of functionality for the employee. A sustainable approach is used to design, which will help make the workplace cost-effective and self-sufficient, while the open form will make it spacious and production-effective.
SITE CONNECTIONS
FORM EVOLUTION # RHINO + GRASSHOPPER
FRONT ELEVATION
SIDE ELEVATION # RHINO +3DS MAX
SIDE ELEVATION # RHINO + 3DS MAX
The design is a set of seamless loops, free from physical hierarchy. A more informal open space is envisaged, where the employee can experience all aspects of the workplace and create his own space whenever, wherever and however he requires it. Meetings, training sessions and discussions take place more informally, nurturing creativity as well as fostering a feeling of well being. The bottom most loop growing from the landscape digging underground is used for more private office spaces.
SIDE ELEVATION # RHINO + 3DS MAX
The workplace is designed for the future with technologies that will optimize the employeesâ&#x20AC;&#x2122; output and make the organization space effective at the same time will allow the employees to create their own workspace around the built form than being fixed to a desktop.
STREET FURNITURE Kala Ghoda Festival_Mumbai Art Festival Site : Mumbai Type : Team Work Drawings : Individual
Concept: The furniture was specifically designed for the Kala Ghoda festival (Mumbai art festival) in order to hous the exhibits within it. The form is suggestive and leads people onto areas for viewing, sitting and daily interactions The low undulating surface encourages people to move closer the exhibits and intermingle with each other. Th street furniture is made of corrugated sheets, resulting in a structurally sound system of components. The furniture i interactive, playful and metaphorically represents the growth of complexity, in the existence of the city.
se s. he is
CORRIDOR INSTALLATION Subject : Architecture Design Workshop+Exhibition Site : BSSA_corridor, Mumbai Type : Team Work
The installation is created, exposing the in-built forces on the site which leads to formation of ridges and spine reflecting the pressure conditions. Separate fragments acquire a character of their own in creating pressure by the deviating surfaces. This installation connects staircase to corridor acting as a walkthrough. At some places the ribs converge to create pressure conditions similar to those on site.
ZAVERI BAZAAR ( GOLD MARKET) Subject : Architecture Design Studio Program : Jewelry workshop and market Site : Mumbai, India Type : Individual Project
CONCEPT: Connections and Distribution networks were used to understand multi-layered fabric of ZAVERI bazaar. This concept was used to unfold a variety of relationships between numerous agents and establishments on site. These various types of connections were used to generate a well network system for the flow of people and goods. These connections reflected the relationship each consumer had with program and the public spaces. This study was later used to create the circulation and to re-organize the existing built fabric of market.
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700
1000
C10 D3
V1
550
TOILET
700
50 500
DOWN
W C F S
2000
-7.0 M
200
550
D2
1
C9
UNLOADING (PARKING) 0.15 M
3
DOWN
2350
250 V1
600
C6
C8
1
300 300 300 300 300 300
500 500 500
4600 2
3150
3
1500
3150
2000
4600
500
500
4
3700
2
5
3900
500
3
6
600
500
7
3050
4
8
3900
500
5
+2.0 M
STEPS TREAD = 500 RISER = 300 NO. OF RISERS=5
2500 500
C13
6100
9
2950
STAIR 2 TREAD = 300 RISER = 150 NO. OF RISERS=11 F/F HT = 1650
3500
C12
10
950
1000
11050
11
550
1000
EMP. STORAGE) .15M
1
B
B
4
3
2
C7 12
3900
1000
5650
DOWN
UP
2950
1000
1000
2500
C6
2950
B
0.0 M
3800
1000
STEPS TREAD = 500 RISER = 300 NO. OF RISERS=5
UP 1600
B
10
400
9
550
600 5
8
550
7
400
600 4
6
3000
3700
5
700
600 3
4
550
3
1500
600 2
2
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
-1.65 M UP
450
1
1
1500
2
21700
3
1000
21800
4
600
1500
750 3000 600 1
C9 5
SECTION
1
2000
2
20
0
-1.65 M
4350
UNLOADING (TEMP. STORAGE) W C 0.15M F S
6700
13
3250
14
15
16
17
18
19
1
1500
1200
2000
UP 1300
33
C14
32
31
30
29
28
27
26
25
24
23
D2
0.15 M
1
2
3
4
5
6
7
8
9
C15 ROLLING SHUTTER
4800
C
3200
2650
EQ EQ EQ EQ EQ EQ EQ EQ EQ
UP
lift
A
2
1800
-1.65 M
300 300 300 300 300 300 300 300 300 300 300
STAIR 4 TREAD = 300 RISER = 150 NO. OF RISERS=10 F/F HT = 1650
2100
2650
UP
duct
1
STAIR 3 TREAD = 300 RISER = 150 NO. OF RISERS=24 F/F HT = 3650
20 21
MIDLANDING -3.5 M
lift
1
7050
6400
5350
-5.0 M
-5.0 M
PLATFORM
C16
A
-5.0 M PLAN
A
R.C.C LINTEL
+14.0 M
WORKSHOP +14.0 M
+11.0 M
CORRIDOR 11.0 M
R.C.C BEAM REET
A ST
OD
NAKH
TAYA
0
STRE
AD
AN
RO VI DE
JI ST
ET
AN
UM
150 MM P.C.C SLAB
REET
N ST
BIBIJA
REE
BA
WATERPROOF MEMBRANE
HM
DH
PACKING +5.0 M
T
M
AD
RO
0
PROPOSED SITE
TERRACE GARDEN +8 M
150 MM THK BBC 1:6:12 LAID TO SLOPE TOWARDS NAHNI TRAP
L RE
2680
YUSU
ALLI
EHER
FM
47II
ABDU
2960 MUMBA DEVI TEMPLE
SOFT SOIL FOR PLANTATION
LANE
+5.5 M AG
4000
1
NE
T LA
RS
Y FI
IAR
M1
LOCATION PLAN SCALE 1:2000 PROJECT LOCATION: MUMBAI C-WARD, ZAVERI BAZAR, INTERSECTION OF MIRZA STREET AND ABDUL REHMAN STREET.AREA LANDMARK: MUMBA DEVI TEMPLE
M2
S
800
1200
0
EHM
125
M3
OAD
1
3 4 5
6 7
8 9
M7
ITE GRID
EET
2000
8
STR
4000 M6
STORAGE -5.0 M
ING
SITE PLAN SCALE 1:500
COMMERCIAL CENTRE ZAVERI BAZAR, MUMBAI
2. THE COMMENCEMENT OF CONSTRUCTION IS SUBJECT TO APPROVALS FROM ALL COMPETENT AUTHORITIES.
7
-5.0 M
0
T EE
1. THIS DRAWING IS A PROPERTY OF (NAME) AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION.
M5
WORKSHOP +0.15 M
UR HBO NEIG DINGS BUIL
TR
JI S
AN 4000
5
3800
E
G LIN
DIN
BUIL
120
DH
M4
4950
4000
ING
UR BO S IGH NE LDING I BU
4
+0.0 M
AN
G+5 2
-0.00 M
TERRACE +3.0 M
47II
UL R
2
ARY
ND
OU
B ITE
ABD
4000
M
+3.0 M AD
I RO
DEV
5450
A UMB
D2
WORKING DRAWING
3.DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK.
1.ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 2.DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3.GROUND LEVEL +0.00m TO BE TAKEN AS THE CROWN OF THE ADJOINING ROAD(OR BENCHMARK ON SITE). 4.ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 5.THIS DWG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS AND ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 6.ALL STRUCTURAL STEEL AND R.C.C. WORK INDICATED ON THE DRAWING IS TO BE DONE IN THE INSPECTION OF ENGINEER. 7.ALL DETAILS TO BE REFERRED FROM RELEVANT DETAILED DRAWINGS. 8.ALL MECHANICAL CUTOUTS AND SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE AND RELEVANT SERVICES DRAWINGS. 9.FOR ALL CIVIL DETAILS REFER RESPECTIVE DRGS. 10.ALL BRICK WORK IS IN ENGLISH BOND. 11.ALL PARTITION WALLS ARE 115mm THICK AND ALL FULL HEIGHT WALLS ARE 230mm THICK UNLESS OTHERWISE SPECIFIED. 12.INTERNAL PLASTER= 15mm 13.REFER WALL SECTION DRGS. FOR EXECUTION. 14.ALL STUB COLUMNS END AT -1.6 M SC= STUB COLUMN
MALLIKA SINGH 4th YEAR
ROLL NO. 0736
BALWANT SHETH SCHOOL OF ARCHITECTURE
A
SETTING-OUT PLAN SCALE 1 : 100
N
17/08/2011 SIGN
Sheet No.
01
395
42
43
STAIR 6 TREAD = 300 RISER = 150 NO. OF RISERS=20 F/F HT = 3000
6
1200
C13
C
53
52
51
50
49
48
47
46
UP
MIDLANDING 0.15 M
+2.0 M
55
56
57
58
59
60
61
62
+5.0 M
6250
54
83
82
81
80
79
78
77
76
UP
86
87
88
89
90
91
92
- C F2 -
93
+8.0 M UP
UP C15
C17
C16
84 102 101 100 100 99
98
97
96
95
2000
3850
3
2
1
4
2000
2000
2000
MEMBRANE WATER-PROOFING
-1.65 M PLAN
A
+2.0 M PLAN
4
85
300 300 300 300 300 300 300 300 300
C14
C
A
5
MIDLANDING 0.15 M
75
C13
C17
C16
C15
TERRACE GARDEN +7.5 M
W C F S
5100
STAIR 6 TREAD = 300 RISER = 150 NO. OF RISERS=20 F/F HT = 3000
45
C14
PACKING +5.0 M
- C F -
63
300 300 300 300 300 300 300 300 300
11500
+8.0 M
3950
SEATING +3.05 M
1600
34
MEMBRANE WATER-PROOFING
STAIR 5 TREAD = 300 RISER = 150 NO. OF RISERS=7 F/F HT = 1050
1200
C18
C17
TERRACE +5.0 M
600 5
6700
4
1800
6750
600 3
4850
LIFT DUCT
5100
41
2000
40
300 300 300 300 300 300 300 300 300
3800
39
2700
2250
38
2050
37
D1
1850 2
1200
600 1
UP
300 300 300 300 300 300 36
0.15 M
6750
6750
TERRACE +2.0 M +2.0 M
35
MIDLANDING
6700
+2.0 M
3950
UNLOADING (PARKING) 0.15 M
M LIFT
3
C
A
+5.0 M PLAN
2
C +8.0 M PLAN
1
SOFT SOIL FOR PLANTATION 150 MM THK BBC 1:6:12 LAID TO SLOPE TOWARDS NAHNI TRAP
L
WATERPROOF MEMBRANE
TERRACE GARDEN +14.0 M
150 MM P.C.C SLAB
+14.0 M
TERRACE GARDEN +9.0 M 6 5
M
D1
4
SOFT SOIL FOR PLANTATION
3 2 1
FALSE CEILING (REFER DETAIL)
150 MM THK BBC 1:6:12 LAID TO SLOPE TOWARDS NAHNI TRAP
R.C.C BEAM
150 THK R.C.C SLAB
+9.0 M
WATERPROOF MEMBRANE 150 MM P.C.C SLAB
SHOP +5.5 M +5.5 M R.C.C BEAM
+2.0 M
+1.3 M
+0.15 M
ROAD CROWN +0.0 M
-6.0 M
-9.0 M
-1.65 M
FILLING
-5.0 M
5
4
3
2
1 SECTION
1. THIS DRAWING IS A PROPERTY OF (NAME) AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2. THE COMMENCEMENT OF CONSTRUCTION IS SUBJECT TO APPROVALS FROM ALL COMPETENT AUTHORITIES.
A
D
E
9100
F
26650
5800
3.DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK.
H
5650
1.ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 2.DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3.GROUND LEVEL +0.00m TO BE TAKEN AS THE CROWN OF THE ADJOINING ROAD(OR BENCHMARK ON SITE). 4.ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 5.THIS DWG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS AND ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 6.ALL STRUCTURAL STEEL AND R.C.C. WORK INDICATED ON THE DRAWING IS TO BE DONE IN THE INSPECTION OF ENGINEER. 7.ALL DETAILS TO BE REFERRED FROM RELEVANT DETAILED DRAWINGS. 8.ALL MECHANICAL CUTOUTS AND SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE AND RELEVANT SERVICES DRAWINGS. 9.FOR ALL CIVIL DETAILS REFER RESPECTIVE DRGS. 10.ALL BRICK WORK IS IN ENGLISH BOND. 11.ALL PARTITION WALLS ARE 115mm THICK AND ALL FULL HEIGHT WALLS ARE 230mm THICK UNLESS OTHERWISE SPECIFIED. 12.INTERNAL PLASTER= 15mm EXTERNAL PLASTER= 25mm 13.REFER WALL SECTION DRGS. FOR EXECUTION. 14.FOR DOORS AND WINDOWS REFER THE RESPECTIVE DOOR/WINDOW SCHEDULE DRAWINGS.
6100
26900
21050
OFFICE +11 M
5
4
1500
6
4500
3300
4800
1000
4200
3
FLUSH DOOR
A
FLUSH DOOR
1000 x2200
GLASS SLIDING DOOR
1300 x2200
FLUSH DOOR
NO
SILL
SIZE
DESCRIPTION
V1
2500
1200x900
OPENING IN THE WALL
FINISHES SCHEDULE WALL
W
3150
600
2950
2950
DESCRIPTION
900 x2200 750 x2200
D3 D4
WINDOW SCHEDULE
D1
D1
5650
6
SIZE
D1 D2
D4
16250
900
WC F D
DOOR SCHEDULE NO
2
DOWN
+11.0 M
UP
1000
1950
WC F D
400
TOILET
1400
D4
1
1000
MEN'S TOILET
550
D2
D2
2
1000
21800
400 550
3
3
1000
+11.0 M
3700
650
550
550
650
D2
700
250
OFFICE +11 M 2350
7
1000
OFFICE +11 M
8
2050
600
1500
V1
1500
D1
4600
4400
OFFICE +11 M
D1
2350
V1 100
200
3600
D1
9
V1
1
W C F S
4000
D1
OFFICE +11 M
OFFICE +11 M
2350
5600
TERRACE GARDEN +9.0 M
3800
OFFICE +11 M
2
D1
2850
OFFICE +11 M D1
1000
1650 D1
2850
OFFICE +11 M D1
OFFICE LOBBY +10.5 M
18300 D1
2850
OFFICE +11 M
D1
D1
3450
4050
3900
D1
D1
1000
1
2850
OFFICE +11 M
1400
D1
2850
OFFICE +11 M
3750
2850
OFFICE +11 M
4200
2850
OFFICE +11 M
4
2000
PLASTERED AND PAINTED
C
CEILING
F
FLOOR
9100
PLASTERED AND PAINTED POLISHED STONE
S
SKIRTING
POLISHED STONE
D
DADO
1200 MM DADO
4900
3900
D3
WC F S
WC F S
11.0M
2000
UP
9
2000
1
2000
2
2000
3
2000
6
2000
5
4
7
2000
MALLIKA SINGH
1650
4th YEAR
2200
84 103 102 101 100 99 98 97 96 95
TO PARKING
WORKING DRAWING
DOWN
10300
85 86 87 88 89 90 91 92 93
MIDLANDING 0.15 M
ZAVERI BAZAR, MUMBAI
1600
7
COMMERCIAL CENTRE
GOLD WORKSHOP +11.0 M
6750
7000
TERRACE GARDEN +8.0 M
9
STRUCTURE ABOVE
ROLL NO. 0736
BALWANT SHETH SCHOOL OF ARCHITECTURE
MEMBRANE WATER-PROOFING
4TH FLOOR PLAN SCALE 1 : 100
B
D
E
F
H
G
N
17/08/2011
K
Sheet No.
08
SIGN
LEGEND BRICK WALL
R.C.C STRUCTURE
1. THIS DRAWING IS A PROPERTY OF (NAME) AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. 2. THE COMMENCEMENT OF CONSTRUCTION IS SUBJECT TO APPROVALS FROM ALL COMPETENT AUTHORITIES.
9100
F
26650
5800
3.DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK.
H
5650
1.ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 2.DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3.GROUND LEVEL +0.00m TO BE TAKEN AS THE CROWN OF THE ADJOINING ROAD(OR BENCHMARK ON SITE). 4.ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 5.THIS DWG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS AND ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 6.ALL STRUCTURAL STEEL AND R.C.C. WORK INDICATED ON THE DRAWING IS TO BE DONE IN THE INSPECTION OF ENGINEER. 7.ALL DETAILS TO BE REFERRED FROM RELEVANT DETAILED DRAWINGS. 8.ALL MECHANICAL CUTOUTS AND SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE AND RELEVANT SERVICES DRAWINGS. 9.FOR ALL CIVIL DETAILS REFER RESPECTIVE DRGS. 10.ALL BRICK WORK IS IN ENGLISH BOND. 11.ALL PARTITION WALLS ARE 115mm THICK AND ALL FULL HEIGHT WALLS ARE 230mm THICK UNLESS OTHERWISE SPECIFIED. 12.INTERNAL PLASTER= 15mm EXTERNAL PLASTER= 25mm 13.REFER WALL SECTION DRGS. FOR EXECUTION. 14.FOR DOORS AND WINDOWS REFER THE RESPECTIVE DOOR/WINDOW SCHEDULE DRAWINGS.
6100
26900
12
13
14
1000
15
1000
11
16
1
UP
1000
2
3
4
5
6
DOWN
1000
1000
1000
4100
1000
1000
1000
1000
7
1000
8
9
10
11
12
13
1000
12050
10
1000 9
1000
C2
8
1000 6
1
C3
8400
1000 7
DOUBLE HEIGHT AREA (SHOPS BELOW) +5.5 M
1000
350
WC F S
4200
C1
11800
1
5
4
1500
3000
4600
500 500
7 2
1
1000
1000
1000
1570 6
5
4
3
2
DOWN
9
1000 600
12
11
9000 4
3
1000
1000
6
1000
3950
C12 1000
7
8
1000
9
1000
10
C13
1000
DESCRIPTION
1200x900
OPENING IN THE WALL
WALL
PLASTERED AND PAINTED
C
CEILING
PLASTERED AND PAINTED
F
FLOOR
POLISHED STONE
S
SKIRTING
POLISHED STONE
D
DADO
1200 MM DADO
10300
4th YEAR
9
C17
3800
C16
C15
C14
ROLL NO. 0736
BALWANT SHETH SCHOOL OF ARCHITECTURE
4600 23650
83 82 81 80 79 78 77 76 75
C13
C4
MALLIKA SINGH
2000
2500
1200
UP
WORKING DRAWING
WC F S
5100
STAIR 6 TREAD = 300 RISER = 150 NO. OF RISERS=20 F/F HT = 3000
2
ZAVERI BAZAR, MUMBAI
6750
PACKING +5.0 M
+5.0 M 300 300 300 300 300 300 300 300 300
U.G.T TANK +.15 M
COMMERCIAL CENTRE
350
- C F -
55 56 57 58 59 60 61 62 63
54
SIZE
2500
D1
7000 1300
MIDLANDING 0.15 M
5
1000
6150
TERRACE +5.0 M
6
7
2
1000
SILL
V1
1500
+2.0 M
D3
1
C11
1620
C10
2000
NO
FINISHES SCHEDULE
4
10
C9
FLUSH DOOR GLASS SLIDING DOOR
W
+5.5 M
UP
1
8
STEPS TREAD = 300 RISER = 150 NO. OF RISERS=7
+5.0 M
D1
7
3
C8
1000
3 2 1
1400
D4
6 5
C74
UP
WC F D
FLUSH DOOR
750 x2200 1000 x2200
WINDOW SCHEDULE
3150
1950
TOILET
300 300 300 300 300 300
1800
STRUCTURE ABOVE
D2
D2
500 500
DESCRIPTION
900 x2200
D2 D3
4300
+6.05 M
600
550
C6
STEPS TREAD = 300 RISER = 150 NO. OF RISERS=3
21800
1000
V1 150
200
550
600
4
DOWN
SIZE
D1
+5.50 M
3
2350 250 V1
NO
2
C6
C5
1000
C4
3
C1
DOOR SCHEDULE
1000
2
1
SECOND FLOOR PLAN SCALE 1 : 100
B
D
E
F
H
G
N
17/08/2011
K BRICK WALL
R.C.C STRUCTURE
3
Sheet No.
1. THIS DRAWING IS A PROPERTY OF (NAME) AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION.
E 5800
1000
2
1000
1000
4
5650
6100
1000
ROLLING SHUTTER
5
1000
6
1000
7
1000
8
9
10
11
12
D5
DOWN
1000
1000
1000
UP
1000
1000
9150
4750
WC F S
6
1000
1000 5
DOOR SCHEDULE
1000
1000
2
4
1000
2
1500
DOWN
500 500
550
2750
950
W C F D
1000
1000
1000
1000
1000
1000
900
7
6
5
4
3
2
NO
SIZE
D1
900 x2200
FLUSH DOOR
D2
750 x2200
FLUSH DOOR
D3
1000 x2200
SILL
SIZE
DESCRIPTION
2500
1200x900
OPENING IN THE WALL
WALL
W
500
D2
D2
-1.35 M
F 2 D1 1 2 WC
550
6
4
10
CEILING FLOOR
2000
PLASTERED AND PAINTED POLISHED STONE POLISHED STONE 1200 MM DADO
5100
- C F2 -
+8.0 M
UP
UP
2000
84 102 101 100 100 99 98 97 96 95
ZAVERI BAZAR, MUMBAI
WORKING DRAWING
4th YEAR
2000
2000
2000
9
ROLL NO. 0736
7000
BALWANT SHETH SCHOOL OF ARCHITECTURE
MEMBRANE WATER-PROOFING
THIRD FLOOR PLAN SCALE 1 : 100
D
E
F
H
G
N
17/08/2011
K
BRICK WALL
SITE GRID
07
TAYA
LLI
296
UF
YUS
ERA
D
ROA
300 300 300 300 300 300 300 300
MEH
AD RO
ET
VI DE MU MB
A
K
STRE
J
ET
N STRE
EET STR
H
G
MAN
NJI
F
0
PROPOSED SITE
REH
MUMBA DEVI TEMPLE
DHA
E
47II
UL
2680
A
ABD
00
S9
S8
S7
S6
S5
BIBIJA
7
E
ST
1700
8550
M1
26200
5800 23700
5650
350
230
1850
4600
230
18650 3150 6700 650
650
1200
2200
LINE
EET STR
SITE GRID
K
AN
J
EHM UL R
G
ABD
T
F
NEIGHBOURING BUILDING
M6
8 M7
B
4950
EE
E
1550
2000
REFERENCE POINT
C D
3
1450
4 6100
REFERENCE POINT
3800
ING
BUILD
1. THIS DRAWING IS A PROPERTY OF (NAME) AND SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION.
4000
650
5650
25200
4800
47II
B
RING
HBOU NEIG INGS BUILD
SITE PLAN SCALE 1:500
COMMERCIAL CENTRE ZAVERI BAZAR, MUMBAI
2. THE COMMENCEMENT OF CONSTRUCTION IS SUBJECT TO APPROVALS FROM ALL COMPETENT AUTHORITIES.
7
5
ING
UR BO S GH NEI DING IL BU
TR
5
1500
1800 25700
A
B
4000
PLATFORM LIFT
150
5800
6200
1550
650
1650
50
650
1600
STAIRCASE
1900
2000
1950
8
M4
JI S AN
1800
1 2 3 4 5 6
7 8
M5
1600
1950
50
6
800
G+5
2050
200
1350
2100
1850
DARY
UN
BO
SITE
9
-0.00 M
DH
1200
LIFT SHAFT
200
200
B U I L D I N G
M3
ROAD
4
1850
1800
1750 1600
1900
1300
1350
1400
100
SC5
0
IR
DEV
1250
4000
SC4
1900
BA
MUM 1200
350
250
33 32 31 30 29 28 27 26
C14
OAD
5450
400
1700
1700
650
1440
1450
5
1490
1000
2
50
1550 1550
4
SC3
R.C.C COLUMN
1950
1800
230
STUB COLUMN
1950
350
350
3
2000
1510
PLUMBING DUCT
1200
N E I G H B O U R I N G
SC2
300
M2
4000
1500
2
1
STUB COLUMN
100
4200
1500
2050
2200
1450
LAN
FIR
LOCATION PLAN SCALE 1:2000 PROJECT LOCATION: MUMBAI C-WARD, ZAVERI BAZAR, INTERSECTION OF MIRZA STREET AND ABDUL REHMAN STREET.AREA LANDMARK: MUMBA DEVI TEMPLE
2050
1900
4000
1
ARY
AGI
6100 SC1
13 14 15 16 17 18 19 20
MIDLANDING -3.5 M
LANE
4000
4000
4000
4000
4000
S4
S3
S2
HOD
NAK
-0.00 M
4000
4000
4000
1300
EET
A STR
R.C.C STRUCTURE
ROAD
SITE BOUNDARY
S1
6
Sheet No.
SIGN
LEGEND
2500
B
-1.65 M
MALLIKA SINGH
4
3
2
1
1600
300 300 300 300 300 300 300 300 300
D
-7.0 M
4100
3950
SKIRTING DADO
COMMERCIAL CENTRE
TERRACE GARDEN +8.0 M
85 86 87 88 89 90 91 92 93
0.15 M
9
S
6750
7000 MIDLANDING
-1.50 M
5
PLASTERED AND PAINTED
C F
D
11500
+8.0 M STAIR 6 TREAD = 300 RISER = 150 NO. OF RISERS=20 F/F HT = 2500
7
D1
1500
4500
DOWN D3
-7.0 M
-1.35 M
F 2 D1 2 W1 C
D1
9
D1
500
GLASS SLIDING DOOR
WINDOW SCHEDULE
V1
FINISHES SCHEDULE
+5.5 M
1
8
500
DESCRIPTION
NO
3
1000
D1
3050
TOILET
STEPS TREAD = 300 RISER = 150 NO. OF RISERS=3
2650
600
3150
550
W C F D
3700
650
D2
21800
+6.05 M
D2
TOILET
450
550
550
D2
1500
1500
V1
V1
200
V1
650
3000
2350
250
3
4600
3
C7
3200
1000 7
SHOPS +5.5 M
1
1000
8
650
3650
TERRACE GARDEN +9.0 M
9
1000
10
1
4
2400 D2
100
650
12050
2500
1000
4000
3
4200
1000
1500
1
DOWN
1000
11
16
19050
1000
15
V1
550
14
300
V1
550
13
2500 GULLY TRAP
350
1.ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 2.DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3.GROUND LEVEL +0.00m TO BE TAKEN AS THE CROWN OF THE ADJOINING ROAD(OR BENCHMARK ON SITE). 4.ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 5.THIS DWG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS AND ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 6.ALL STRUCTURAL STEEL AND R.C.C. WORK INDICATED ON THE DRAWING IS TO BE DONE IN THE INSPECTION OF ENGINEER. 7.ALL DETAILS TO BE REFERRED FROM RELEVANT DETAILED DRAWINGS. 8.ALL MECHANICAL CUTOUTS AND SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE AND RELEVANT SERVICES DRAWINGS. 9.FOR ALL CIVIL DETAILS REFER RESPECTIVE DRGS. 10.ALL BRICK WORK IS IN ENGLISH BOND. 11.ALL PARTITION WALLS ARE 115mm THICK AND ALL FULL HEIGHT WALLS ARE 230mm THICK UNLESS OTHERWISE SPECIFIED. 12.INTERNAL PLASTER= 15mm EXTERNAL PLASTER= 25mm 13.REFER WALL SECTION DRGS. FOR EXECUTION. 14.FOR DOORS AND WINDOWS REFER THE RESPECTIVE DOOR/WINDOW SCHEDULE DRAWINGS.
26900
12
D.C
3.DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK.
H
400
9100
F
26650
800
D
V1
2. THE COMMENCEMENT OF CONSTRUCTION IS SUBJECT TO APPROVALS FROM ALL COMPETENT AUTHORITIES.
A
600 600 600
1350
06
SIGN
LEGEND
500
E
300 450
D
2550
A
WORKING DRAWING
3.DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE ARCHITECT'S NOTICE BEFORE COMMENCING THE WORK.
1.ALL DIMENSIONS ARE UNFINISHED AND ARE IN MM UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS SHOULD BE VERIFIED AT SITE. 2.DO NOT SCALE THE DRAWING. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3.GROUND LEVEL +0.00m TO BE TAKEN AS THE CROWN OF THE ADJOINING ROAD(OR BENCHMARK ON SITE). 4.ALL EXISTING GROUND LEVELS TO BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCING THE WORK. 5.THIS DWG. TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL, STRUCTURAL & SERVICES DRGS AND ALL STRUCTURAL DIMENSIONS TO BE REFER FROM THE STRUCTURAL DRGS. 6.ALL STRUCTURAL STEEL AND R.C.C. WORK INDICATED ON THE DRAWING IS TO BE DONE IN THE INSPECTION OF ENGINEER. 7.ALL DETAILS TO BE REFERRED FROM RELEVANT DETAILED DRAWINGS. 8.ALL MECHANICAL CUTOUTS AND SLEEVES TO BE IN CONJUNCTION WITH RESPECTIVE AND RELEVANT SERVICES DRAWINGS. 9.FOR ALL CIVIL DETAILS REFER RESPECTIVE DRGS. 10.ALL BRICK WORK IS IN ENGLISH BOND. 11.ALL PARTITION WALLS ARE 115mm THICK AND ALL FULL HEIGHT WALLS ARE 230mm THICK UNLESS OTHERWISE SPECIFIED. 12.INTERNAL PLASTER= 15mm 13.REFER WALL SECTION DRGS. FOR EXECUTION. 14.ALL STUB COLUMNS END AT -1.6 M SC= STUB COLUMN
MALLIKA SINGH 4th YEAR
ROLL NO. 0736
BALWANT SHETH SCHOOL OF ARCHITECTURE SETTING-OUT PLAN SCALE 1 : 100
N
17/08/2011 SIGN
Sheet No.
01
C D
D
E
F
26650
5800
H
5650
6100
26900
-0.00 M
8
6
3
5
2
3
4
2 1
1
-0.9 M
-1.2 M -1.5 M
3000 UP
-0.60 M
8450
STAIR 1 TREAD = 300 RISER = 150 NO. OF RISERS=11 F/F HT = 1650
-1.65 M
C3
5
3 4
1
50 61
C2
3550
-0.3 M -0.6 M
3000
7
UP
45
4250
9
3000
10
5
4
600 600 600 600 600
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
3000
600 600 600 600 600
0.0 M
00
PUBLIC PLAZA -1.65 M W1 C1 F 1 S1
2
C6
C5
A
A
4600
5750
21800
230 3000
3900
600 600 600 600 600
C8 12
11
10
9
8
7
6
5
4
3
2
C9
1
1
1
2
2
3
5
5
4
3
4
6
7
3000
8
9
3
10
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
1000
1000
230
C10
1000
D3
1000
1000
1000
5750
1000
1000
1000
1000
1000
1000
5650
C11
UP
STAIR 2 TREAD = 300 RISER = 150 NO. OF RISERS=11 F/F HT = 1650
3500 6100
C12 3
3150
-1.65 M UP
2
C13
STAIR 3 TREAD = 300 RISER = 150 NO. OF RISERS=24 F/F HT = 3650
1200
21
-1.65 M
2650 EQ EQ EQ EQ EQ EQ
UP
1300
1
2
3
4
5
F
D2
3550 OPENABLE RAILING
-5.0 M
PLATFORM LIFT
6
C15 ROLLING SHUTTER
E
1800 0.15 M
230
UP 25 24 23
1
2100
0 300 300 300
1
STAIR 4 TREAD = 300 RISER = 150 NO. OF RISERS=10 F/F HT = 1650
B
UNLOADING (PARKING) 0.15 M
6750
5350
UNLOADING (TEMP. STORAGE) W1 C2 -0.45M F S
4
1
B
M
ROAD 0.0 M
C16
C17
C18
9
MEMBRANE WATER-PROOFING
G
H
K LEGEND BRICK WALL
GROUND FLOOR PLAN
RNA CLUB HOUSE
Project : RNA Apartments + Club house Site : Chembur, Mumbai -Global City Township, India Team: Pravir Sethi (Associate), Malika Singh and team
Renders were produced by the rendering department
Renders were produced by the rendering department
TAMARIND HALL Program : Event Hall Size: 750 sq m Site: Ranchi, INDIA Scope of work: Design development of the projects, coordinating with the structural engineer, issuing of construction drawings, representation and technical drawings, 3D-modelling.
FIRST LEVEL PLAN
REFLECTED CEILING PLAN
CLADDING DETAIL
ELEVATION DETAIL
NORTHSIDE ELEVATION
WESTSIDE ELEVATION
WESTSIDE ELEVATION
KALPATARU SOLITAIRE TOWER Program :Residential Apartment Site : Juhu, Mumbai Size: 750 sq m Scope of work: Design development of the projects, issuing of construction drawings, technical drawings.
BEDROO 16'0"X1
TOILET 4 10'8"X5'6"
BE 12
BEDROOM 2 11'8"X16'0"
TOILET 1 9'0"X5'6"
LIVING 27'3"X15'0"
4'5" x 8'6" UTILITY
5'0" x 8'0" UTILITY
KITCHEN 12'5"X8'0"
DINING 11'11"X11'9"
DECK 5'6"x15'3"
SECOND DUCT TO BE AVOIDED IN ELEVATION. BY SLEEVING THROUGH SHEAR WALL AND USING COMMON DUCT
BEDROOM 3 12'5"X16'0"
PASSAGE 5'6" WIDE
BEDROOM 1 16'6"X11'0"
SER.RM 5'11"X7'0"
REFUGE
TOILET 4'0"X5'11"
2 FFD
4'5" x 10'11" UTILITY
LIFT 8'1"X7'3"
SERVANT 6'10"X7'7"
KITCHEN 8'0"X13'5"
DN
TOILET 3'10"X5'0"
BEDROOM 3 11'6"x15'11"
SERVANT 6'9"X7'7"
6'0" WIDE PASSAGE L.V.
3
LOBBY 16'0"X6'0"
ELEC.
KITCHEN 13'5"X8'0"
DN
6
STORE 5'6"X4'9"
BEDROOM 1 11'1"X15'10"
BEDROOM 2 11'6"X 20'5"
MV
TOILET 2 5'6"X10'0"
DECK 6'0"x14'4"
DINING 11'9"X14'5" BEDROOM 1 11'0"X16'9" BEDROOM 2 11'0"X15'0"
LIVING 15'0"X28'0"
TOILET 3 5'6"X9'2"
DECK 14'9"x6'0"
LIFT 7'3"X8'1"
STAIR 2
4
LIVING 14'0"X22'7"
TOILET 1 5'6"X9'1"
TOILET 3 5'6"X8'8"
STORE 5'6"X5'6"
LIFT 7'3"X8'1"
UP
DINING 14'0"X14'2"
1
TOILET 9'3"x5'6"
4'5" x 10'10" UTILITY
TOILET 4'0"X5'11" SERVANT 6'8"x5'11"
LIFT 8'1"X7'3"
7'3" WIDE LOBBY
STAIR 1
REFUGE
4 "
EDROOM 4 2'6"X16'0"
TOILET 3 5'6"X9'2"
UP
OM 3 11'0"
TOILET 2 5'6"X10'2"
DECK 6'0"x14'0"
DECK 6'0"x8'0"
5 L.V.
F.F.D.
Ground Level - Masterplan
Accoustic Enclosure
Spa Party Hall
Theatre
Lobby
Gym
Lobby
Waste Kid’s Play
ENTRANCE
SubStation
KALPATARU
M
ISSUE: 03 - DATE: 7 July 2013 - PROJECT NO: 6895
U - SOLITAIRE
MUMBAI, INDIA
1.20 [3'-11"]
0.40 [1'-4"]
0.70 [2'-4"]
3.00 [9'-10"]
1.50 [4'-11"]
2.94 [9'-8"] 2.94 [9'-8"] 2.94 [9'-8"] 2.94 [9'-8"] 2.94 [9'-8"] 2.94 [9'-8"] 2.94 [9'-8"]
OPTION - B SECTION 'A-A'
3.00 [9'-10"]
3.00 [9'-10"]
3.00 [9'-10"]
4.20 [13'-9"]
8
3.00 [9'-10"]
1.20 [3'-11"]
3.00 [9'-10"]
4.20 [13'-9"]
2.85 [9'-4"]
3.00 [9'-10"]
2.94 [9'-8"]
52.25 [171'-5"]
2.94 [9'-8"]
2.94 [9'-8"]
2.94 [9'-8"]
2.94 [9'-8"]
2.94 [9'-8"]
c
2.94 [9'-8"]
5.85 [19'-2"]
2.94 [9'-8"]
HATCH FOR MACHINE ROOM LESS LIFT