Singh malika portfolio

Page 1

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.


hnology)

sign and

e InternaDecember

Research

tures

hell Struc-

king

phitheater

w activity

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

ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo

ooooooooooooooooooooo

ooooooooooooooooooooo

Other Softwares • CorelDraw • Keyshot • Ecotect • Arduino Application • Sketching and Drafting • Rendering in pen and ink Languages • English Architecture Design

ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo ooooooooooooooooooooo

ooooooooooooooooooooo

ooooooooooooooooooooo



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


ER

7.65

ON

18.71

RK

35.78 57.11

ER

ZA

BD)

ND

ER

e View

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 users’ 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 users’ 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 4� x 4� 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



Afte ab hel hel

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 employees’ 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.




500

-1.35 M

F2 D1 1 2 W C

500 550

D2

C8 12

3650

-1.35 M

3200

2

3150

10

9

8

D1

1000

-1.50 M

1000

1000

C10

2000 5650

1000

4100

4350

-1.65 M

15

16

17

18

19

6700

6400

1

2

1

1

1

1200

-1.65 M

2650

2000

300 300 300 300 300 300 300 300 300 300 300

2650

EQ EQ EQ EQ EQ EQ EQ EQ EQ

UP

UP 1300

33

32

C14

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

STAIR 4 TREAD = 300 RISER = 150 NO. OF RISERS=10 F/F HT = 1650

2100

1500

STAIR 3 TREAD = 300 RISER = 150 NO. OF RISERS=24 F/F HT = 3650

20 21

-3.5 M

lift

A

1000

C11

UNLOADING (TE W C 0. F S

5350 14

MIDLANDING

duct

6

1000

7050 13

3250

lift

1000

5750

D3

-7.0 M

-5.0 M

UP

7

D1

1

F D 1 2 W C

6950

4400

11

350

400

3200

2950

3150

2400

D2

100 V1

500

3900

500

D2

2550

4600

18650

300

V1

650

550

350

C7 19050

19050

A.C PLANT ROOM -5.0 M

400

3100

1350

23650

2200

2500 V1

B

B

4600

4600

4600

STORAGE AREA -5.0 M

4850

2450

600

600

600

7550

B

-

C16

A

-5.0 M PLAN

A

C

STAINLESS STEEL RAILING 50MM THK

TOILET

115 THK BR

TOILET +10.8 M

CORRIDOR +11.0 M TOILET

TOILET +7.8 M +8.0 M

TOILET

DROP SLAB

115 THK BRICK WALL 7 6 5 4 3 2 1

+5.0 M

6

TERRACE +2.0 M

5 300

4 3

2 1

TOILET W1

W1

FLOOR MOUNTED W.C

FLOOR MOUNTED W.C

MIRROR BLACK GRANITE W.B COUNTER

6 5 4 3 2 1

A

C


40

41

42

43

49

48

47

46

UP

C

1000

5

1000

6

1000

C12 1000

7

8

1000

9

3

4

5

6

1800

900

SEATING +3.05 M

55

56

57

58

59

60

61

62

PACKING +5.0 M

- C F -

63

83

82

81

80

21750 1000

1000

79

78

77

76

UP

B

2350

V1

200

V1

250 650

550

6

5

4

3

2

V1 100

550

1000

2050

D2

650

D2

D2

TOILET W C F D

STAIR 6 TREAD = 300 RISER = 150 NO. OF RISERS=20 F/F HT = 3000

W C F D

D1

1

D1

5650

9

2000

D3 4500

TERRACE GARDEN +7.5 M

11500

TERRACE GARDEN +7.5 M MIDLANDING 0.15 M

85

86

87

88

89

90

91

92

- C F2 -

93

98

97

96

95

2000

3850

3

2

1

UP

UP 84 102 101 100 100 99

89

90

91

92

93

84 103 102 101 100 99

98

97

96

95

MIDLANDING 0.15 M

85

86

87

88

W C F S

11.0M 2000

UP

+8.0 M 300 300 300 300 300 300 300 300 300

C17

C16

C15

2000

2000

2200

4

2000

MEMBRANE WATER-PROOFING

C

A

-1.65 M PLAN

C

A

+2.0 M PLAN

D

A

+5.0 M PLAN

A

C +8.0 M PLAN

F

TERRACE GARDEN

SOFT SOIL FOR PLANTATION 150 MM THK BBC 1:6:12 LAID TO SLOPE TOWARDS NAHNI TRAP

12 11 10 9

RICK WALL

+14.0 M

WATERPROOF MEMBRANR

8 7 6

150 MM P.C.C SLAB

D3

5 4 3

R M

2

STAINLESS STEEL RAILING 50MM THK

1

+11.0 M

CURTAIN WALL (REFER DETAIL)

+8.0 M 8

7 6 5

D3

4 3

SHOP'S CORRIDOR +5.5 M

2 1

GOODS TRANSFERED ON CONVER BELT

+5.5 M

STAINLESS STEEL RAILING 50MM THK

+2.0 M

G

13

SLOPE TOWARDS THE GUTTER

12 11 10

SLOPE TOWARDS THE ROAD

9 8 7 6 5 4

PUBLIC PLAZA -1.6 M

3 2 1

1

4

5

6

7

8

9

10

+0.15 M

ROAD CROWN +0.0 M

-1.65 M

3400

350 THK R.C.C RETAINING WALL

2

3

WATERPROOFING LAYER

-5.0 M

115 mm THK BRICK LINING P.C.C IN LEVELLING COURSE 1:3:6 RUBBLE SOLING COMPACTED EARTH

D

F

G

100

+11 M

MEN'S TOILET

900

1050

8

D3

75

C14

B

+5.5 M

+8.0 M

W C F S

5100

+5.0 M 300 300 300 300 300 300 300 300 300

54

C13

C17

1000

2950

1800

MIDLANDING 0.15 M

6250

C16

1000

10

DOWN

2000

3950

STAIR 5 TREAD = 300 RISER = 150 NO. OF RISERS=7 F/F HT = 1050

6750

2

UP

C15

1000

D1

1000

-7.0 M

4850

LIFT DUCT

+2.0 M

3000 7

W C F D

1050

C13

500

1000

3150

600

10

1000

1000

1500

3150

1550

4

2650

D1

D1

TERRACE +5.0 M

45

C14

3

1000

4600

4600

21750

1950

3000

2

W C F D

10300

3950

STAIR 6 TREAD = 300 RISER = 150 NO. OF RISERS=20 F/F HT = 3000

1200 50

1

C11

6150

500

TOILET

1600

51

+2.0 M

D3

1200

52

C13

TOILET

600

STEPS TREAD = 300 RISER = 150 NO. OF RISERS=3

+6.05 M

D2

650

D2

11

9000

550

10

C10

2000

2000

39

2700

53

9

2250

3800

38

300 300 300 300 300 300 300 300 300

34

MEMBRANE WATER-PROOFING

+5.0 M

D1

C9

C13

2250

37

2050

36

0.15 M

C18

C17

10

9

600

300 300 300 300 300 300 35

MIDLANDING

PLATFORM LIFT

8

DOWN V1 V1

200

550

D2

1850

+2.0 M

3200

-5.0 M

7

1050

STAIR 2 TREAD = 300 RISER = 150 NO. OF RISERS=11 F/F HT = 1650

3500

C12

1000

600

1200

600 1

1800

1000

6

1000

2350

V1

250

1600

1000

5

1000

6750

6750

3950

1000

B

650

DOWN

4900

1000

TERRACE +2.0 M

B

+5.5 M

UP

1 12

1000

1000

+2.0 M

1400

C8

1000

2

3900

1000

4

1000

3

6700

1000

3

1550

2

1000

4

5100

1000

1

5

1500

1000

C11 UP

D4 1000

6

750

1000

500

1

7 8

1000

1000

2

3 2 1

STEPS TREAD = 300 RISER = 150 NO. OF RISERS=7

1500

1000

500 7 6 5

C74

UP

6700

1000

STEPS TREAD = 300 RISER = 150 NO. OF RISERS=3

+6.05 M

600

D2

1600

1000

150

W C F D

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



 


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.