PORTFOLIO V 2.0

P

O

R S A I

T

F

P R A T E I K

O

L

B H A S G I

I

O

Sai Prateik Bhasgi DATE OF BIRTH

31/10/1990

NATIONALITY

Indian

CONTACT

07479646567 prateik.nb@gmail.com

ADDRESS

No 4 27Cleveland Gardens London W2 6DE.

AVAILABILITY

February 2015

I am a qualified and skilled architect, with a masters in Architecture & Urbanism (AADRL) from the AA School of Architecture. I have a great appreciation of the importance of ‘Design and Fabrication’ in our lives and more importantly, in the life and profession of an architect. The past seven years of my learning process strongly reflects this admiration.

My path to AADRL was paved by a strong understanding of a plethora of architectural styles and my keen interest in design articulation. This spectrum ranges from Historical Indian concepts to Contemporary world styles. I have spent a substantial part of my graduate studies experimenting with these and this has piqued my interest further in the concepts of design, to say the least.

Over the past 16 months, I have explored the ideas of material and design computation. This exploration harmoniously culminated in a thesis about robotically fabricated material systems, whose design and structural applications were investigated through extensive prototyping. This has given me a first-hand experience and exposure to the use and customization of the latest tools in the architecture fabrication industry.

In addition to broadening my architectural knowledge at AA, I have successfully developed technical, parametric, prototyping and digital skills to solve design problems. And working in a team has helped me develop cooperation, management, leadership, critical analysis and several interpersonal skills. I would like to particularly highlight my ability to coordinate and manage the strengths and sensibilities within the team Apart from architecture, my key interests lie in music mixing and street photography, samples of which have been included in the portfolio. Hope you find this document interesting.

EDUCATION 09/2013 - 01/2015

Architectural Association School Of Architecture

08/2008 - 06/2013

M.S.Ramaiah Institute Of Technology, Bangalore.

Master of Architecture & Urbanism (M.Arch) Design Research Laboratory (AADRL) Thesis : WIRED Tutor : Shajay Bhooshan

Bachelor of Architecture (B.Arch) Thesis : MUDRA - School Of Performing Arts.

Tutor : S. Jotirmay CGPA : 8.9/10

WORKSHOPS 04/2014

Fabric Formwork Structures, KADK, Copenhagen.

04/2014

Basic’s of Robotics, IAAC, Barcelona.

PROFESSIONAL EXPERIENCE

Tutor : Mark West, Shajay Bhooshan, Alicia Nahmad.

Tutor : Luis Fraguada, Shajay Bhooshan, Alex Dubor.

Built

Unbuilt

Under Construction

01/2013 - 05/2013

INT HAB Architecture + Design Studio, Bangalore.

06/2011 - 08/2011

CUBE Architects, Bangalore.

Architectural Intern Projects : Manjaya Shetty apartments, Mangalore, India.

Technical drawings, Physical modelling.

Pavani Petals Row housing,Hyderabad, India.

Design development, Technical drawings.

Babu Residential interiors, Bangalore, India.

Design development, Drawings, Site work.

Raghavan interiors, Bangalore, India.

Design development, Drawings, Site work.

Architectural Intern Projects : Raguvendra residence, Bangalore, India.

Design development, Technical drawings.

B-blunt salon interiors, Bangalore, India.

Design development, Technical drawings, Site work.

Ozone Urbana Marketing Suite, Bangalore, India.

As-built drawings, Area Statements.

SKILLS Softwares

Modelling

Autocad (2D and 3D), Maya, Rhinoceros, Grasshopper, Google SketchUp, Mental Ray and Key Shot (Rendering).

Code

C++, Processing.

Graphics & Presentation

Adobe Photoshop, Illustrator, InDesign, After-Effects, MS Powerpoint.

Fabrication

CNC Machine, Laser Cutter and Rapid Prototyping.

Languages

Fluent in English, Hindi, and Kannada (Native).

ACHIEVEMENTS 2013

Work featured in AArchitecture 21, - ‘Let the Paper Fold and Unfold’,Curve Folding, AA School Of Architecture.

2010

Winner “Google” Design Event and South Zone Cultural Trophy, ZoNasa, Manipal, Karnataka, India.

REFERENCES THEODORE SPYROPOULOS

Director - Minimaforms Director - AADrl AA School Of Architecture 36 Bedford Square London WC1B 3ES theo@minimaforms.com

SHAJAY BHOOSHAN

Designer - Zaha Hadid Architects Course Master - AADrl AA School Of Architecture 36 Bedford Square London WC1B 3ES Shajay.Bhooshan@zaha-hadid.com +447838717055

AR. SACHIN SHETTY

Principal Architect Int - Hab Architecture + Design Studio.

4-s4 Ranka Park Apartments Lalbagh Road Bangalore 560027 sachinshetty@inthab.com +919844040660

LINKS Issuu Mixcloud

http://issuu.com/saiprateikbhasgi https://www.mixcloud.com/prateiik/

INDEX 1

ACADEMIC Graduate Work i - AADRL Thesis : WIRED. ii - Workshop 2

: Material Computation - Ferro Fluid Behaviour.

iii - Workshop 1

: Paper Folding - Curve Folded Furniture.

Workshops i - Mark West Fabric Form-work structures.

Undergraduate Work i - Graduate Thesis : MUDRA - School of Performing Arts. ii - Transport Hub Design.

2

PROFESSIONAL i - Manjaya Shetty Apartments, Mangalore, India. ii - Babu Residence Interiors, Bangalore, India. iii - Pavani Petals row housing, Hyderabad, India. iv - Ozone Urbana Marketing Suite, Bangalore, India. v - B- blunt Salon Interiors, Bangalore, India.

3

STREET PHOTOGRAPHY 2014 - 2015.

ACADEMIC

MATERIAL

ROBOTICS

W IR E D

DESIGN

M.Arch - AADRL THESIS ARCHITECTURAL ASSOCIATION, LONDON PROJECT TEAM R4D4 Eva Magnisali, Alexandra Lipezker, George Pasisis,Sai Prateik Bhasgi TUTOR Shajay Bhooshan Investigations into materials and robotics in the field of architecture have begun to challenge the architectural discourse by proposing alternatives to conventional modes of practice through the adoption of new fabrication technologies. Our research aimed at creating a process that ensured continuity between the stage of design and the materialization of the final outcome, through the customization of industrial robotic arm technology. A material system combining of fibre - glass rods, spring steel and nylon coating was created to achieve the development of a prototypical system connected hierarchically.

Taking advantage of the force and form interaction that characterizes active-bending structures, our networked material system was deformed and through a thermoforming process the overall output was fused to produce an architecture of highresolution formation.

THE MATERIAL

Fibre Glass rods & Spring Steel

In our initial material experiments we use nylon (3, 8, 12 mm) reinforced with spring steel. In direct relationship with the reinforced concrete, this technique combines both, the advantages of the compressive strength of the nylon, and the tensile strength of the spring steel. The final result is a composite material in which nylon’s relatively low tensile strength (45 - 90 MPa) is counteracted by the inclusion of reinforcement with steel wires which has relatively higher tensile strength (860 MPa).

In the second phase of our material experiments where the global transformation is applied by robotic arms we increase the stiffness of our material by introducing Fibre Reinforced Polymers (FRP) which gives us the opportunity to scale up our material experiments from 0.9m to 2.5m and more. Therefore making the material system both elastic and plastic in character, leaving the structure with minimal chances of failure.

LOCAL DEFORMATION

+

GLOBAL DEFORMATION

Nylon Coating

> Weaving

Composite Material

Attaching anchor points Global Deformation Local Deformation Thermforming

10

M.ARCH I AADRL I WIRED I R4D4

MAN Vs ROBOT

FABRICATION

Networked topology

In this series of experiments we investigate the global transformation of the material system by applying basic Euclidian transformations (in the X-Y plane and Z plane/rotation), in different sequences at the anchor points of the material setup. As expected the resulting geometries are different in terms of global deformation and are based on Youngs Modulus. The parameters of temperature and the heating time for each setup are kept constant.

Final height Ini - Final H Max expand Wire density Nylon 3mm Nylon 8mm

Final height Ini - Final H Max expand Wire density Nylon 3mm Nylon 8mm

Final height Ini - Final H Max expand Wire density Nylon 3mm Nylon 8mm

3 Split

3 Split

3 Split

3 branch x-y plane translation

4 branch z plane translation

4 branch x - y plane translation

In this series of experiments we investigate the local deformation of the nylon by changing the heating time. Thermoplastics, such as nylon, shrink in length when heated, while expanding in width. When the material is cooled, it returns to its original length. Even if all the other parameters are remaining the same we observe that the local deformation of the nylon influences the global result.

Final height Ini - Final H Max expand Wire density Nylon 3mm Nylon 8mm

Final height Ini - Final H Max expand Wire density Nylon 3mm Nylon 8mm

Final height Ini - Final H Max expand Wire density Nylon 3mm Nylon 8mm

Heat 1

Heat 2

Heat 3

The experiments investigate the difference between the manual and robotic fabrication process.The basic parameters of initial setup, heating time are kept constant and the final results are compared. Even if the global deformation of both prototypes are similar, in local scale the difference is dramatic. Different results are achieved on using robots as the force distribution is uniform and equal as compared to a human hand.

Different Global Results

Different Global Results

M.ARCH I AADRL I WIRED I R4D4

11

ROBOTIC FABRICATION

Robot mount plate Power supply Material input Nylon + spring steel + fibre glass

The use of Robotic Arm technology for fabrication redefines architectural automation. It provides for the advantages of repeatibility, speed and regeneration of the structures.

The process required the automation and customisation of the robotic arms for the main aspects of : 1: The Material Generation - The Weaving End Effector.

2: The Global Deformation - The Gripping End Effector.

3: The Local Deformation - The Heating End Effector.

Weaving End Effector The generation of material was not only one of the most essential parts of the system proposed but was also one of the programmable aspects of the architectural contention. In reality, the creation of a weaving endeffector not only impacted the type of end-effectors incorporated in the system, but the overall ability for architecture to be adapted in-situ -an architecture of place and instance.

Gripping End Effector The gripping end effector contributes to the systems overall transformation and formation. It is actuated by a linear actuator and arduino micro controller which provides feedback to the robotic choreography which eventually manipulates all strands to give shape to an architectural construct.

Wiper motor Planetary gears Sun gear output Planet pinion output 6X6

WEAVING

Internal gear

Programmability of material global deformation

Output Weaved Strand

Arduino 2 channel relay 12V actuator P

P

Opening 10 cm internal dia.

GRIPPER Programmability of material global deformation

Heating End Effector The third aspect of the process that was chosen for customization was the setting aspect of the material. For this process five heating techniques were applied until the design of the final end-effector was chosen. In this particular case, the heater is a halogen lamp based tool that allows the material formation process and time to minimize and effectively set the overall formation of the structure generated.

Robot mount plate Heat plate casing Aluminium plate Power supply Heating coils

HEATING Programmability of material local deformation

12

M.ARCH I AADRL I WIRED I R4D4

END EFFECTORS

END EFFECTOR PROGRAMMABILITY

Robotic Reach Map

Robotic cell Basic robotic setup movement in XY plane by rails.

Relation between movement in Z axis and rotation

Wires Length Anch. points Connections Material Mat. density

Production of the individual structural elements that compose the network.

Weaving end- effector

Different number of wires

Different angles of rotation

Millipede evaluation Sun gear output

Result

Result Planet pinion carrier Sun gear output x 6

3x reels Planet pinion out.

Planet pinion out.

Planet pinion carrier

Internal gear

Internal Gear

Weaving End Effector V1.0

Weaving End Effector V2.0

1 input (6+1)x6= 42 outputs

Global deformation of the network structure.

Gripper end- effector

Anchor point end effector

Mid/Control point end effector V 1.0

Mid/Control point end effector V 1.0

HEATING TECHNIQUE RESEARCH Heat Gun

Temp.

Local deformation of the network structure.

Heating end- effector

100

Boiling Water

90 80 70

Electricity

60 50 40

Induction Heater

30 20 10

ROBOTIC CELL

0

0:30

1:00

1:30

2:00

2:30

3:00

Time

Halogen Heater

M.ARCH I AADRL I WIRED I R4D4

13

THE DESIGN

IC

ME

PIR

RIC

AL

EM

NU

AL

Considering the material system developed structurally behaves as a bending active structure, the design process focused on the utilisation of the interaction between force and form. The non linearity and unpredictability of such structural systems, helped in concluding that a customised form-finding process needed to be developed. Various approaches concerning the design strategies were investigated, in order to understand the systems potentials and constraints, so as to be used creatively as design tools.

THE DESIGN PROCESS GEOMETRIC

The ultimate goal was to create a design methodology able to take advantage of the material’s potential as much as possible and to explore its capacities.

Pattern 2

Pattern 3

EMPIRICAL

Pattern 1

- Models based on design intuition and observations on the material behaviour.

- The fundamental structural concept of bending active structures studied, while the initial design concepts were being generated.

NUMERICAL

Connection Plane of ref Force Stiffness

Connection Plane of ref Force Stiffness

Connection Plane of ref Force Stiffness

- The characteristics of wires fed as parameters to a physics engine, to simulate digitally their physical behaviour.

- Network possibilities and their geometrical outcomes after their actuation & deformation

GEOMETRIC

Initial setup Footprint definition

Plane deformation Space division

3D deformation volume definition

Geometrical manipulation of deformers edges

Vertices merging creation of connections

Curve extraction Netwrok creation

Primary Structure generation

Secondary Structure generation

Skin Generation

NETWORK GENERATION

- Procedural modelling, combining the advantages of the earlier research methodologies, while introducing the element of the design initiative.

14

A

B

C

M.ARCH I AADRL I WIRED I R4D4

D

E F

GH

I

J

K L

The active bending behavior can be controlled through introducing connections between the individual strands, and through the definition of the anchor points. Tangential connections generate stronger structural elements, and cross connections differentiate and divide space.

Vertical anchor points ground the global network while tangential ones facilitate the transition between ground and top, thus ensuring the continuity of the structure.

Vertical

Two Plane

One Plane

SKELETON GENERATION

DESIGN ITERATIONS

Iteration 3 Density differentiation

Iteration 1 Double Space

Iteration 3 Intersection differentiation

Iteration 3 Triple Space

Iteration 3 Perforation Differentiation

Secondary - Tensioned wires

Iteration 1 One Space

STRUCTURAL LAYERS Skin - Thermoformed plastic wrap

STRUCTURE & SKIN STUDIES

SURFACE

SECONDARY

PRIMARY

M.ARCH I AADRL I WIRED I R4D4

15

PHYSICAL MODELS

PRIMARY AND SECONDARY SKELETON

SURFACE ITERATIONS

16

M.ARCH I AADRL I WIRED I R4D4

FINAL PROTOTYPE

M.ARCH I AADRL I WIRED I R4D4

17

DESIGN PROPOSAL

18

M.ARCH I AADRL I WIRED I R4D4

M.ARCH I AADRL I WIRED I R4D4

19

MATERIAL BEHAVIOR SIMULATION

Workshop 2 ARCHITECTURAL ASSOCIATION, LONDON PROJECT TEAM Eva Magnisali, Camilla D, Baiye Ma,Sai Prateik Bhasgi TUTOR Shajay Bhooshan The aim of the workshop was to study a physical phenomena, its governing laws and to recreate the same particle behavior through particle simulations using c++ code and maya platforms.

The phenomena chosen, was the magnetisation of ferrofluids, which are colloidal liquids made of nanoscale ferromagnetic, or ferrimagnetic particles suspended in a carrier fluid (usually an organic solvent or water). Each tiny particle is thoroughly coated with a surfactant to inhibit clumping. Large ferromagnetic particles can be ripped out of the homogeneous colloidal mixture, forming a separate clump of magnetic dust when exposed to strong magnetic field. Ferrofluids also change their configuration over time and depending on the fields affecting them,hence making its behaviour interesting to compute.

SIMPLE PARTICLE BEHAVIOR 1 - Simulations depicitng the movement of particles from base to agglomeration state.

2 - Parameters of collision and magnetic intensity varied every iteration.

3 - The mass of particles is inversely proportional to their proximity to the magnet.

Conditions Electromagnetic field : 2 Collision force : 0

Electromagnetic field : 2 Collision force : -2

20

M.ARCH I AADRL I WORKSHOP 2

ORGANIC PATTERN GENERATION 1 - Simulations generating patterns created by ferrofluids and magnets.

2 - Using maya N-particles as ferrofluids and polygonal primitives as passive colliders.

3 - Parameters of collision and bounce factor kept constant, number of magnets and colliders changed.

Conditions No of magnets : 8 No of colliders : 9 Collision factor : 0.5 Bounce factor : 0.3

No of magnets : 8 No of colliders : 9 Collision factor : 0.5 Bounce factor : 0.3

ELECTROMAGNETIC FIELD Conditions

1 - In this part, we use C++ to simulate simple particle behavior under electromagnetic field and single imported object as the magnets.

Obj.

Obj.

Elecric field : 10 E - 30 E Charge : -5Q Weight of magnetic : 1 Centers 10

20

30

10

20

30

Obj. Elecric field : 10 E - 30 E Charge : -5Q Weight of magnetic : 1 Centers

2 - Simulation of complex particle behavior under electromagnetic field using combination of the objects as the magnets.

Obj. Elecric field : 10 E - 100 E Charge : -5Q Weight of magnetic : 1 Centers 10

50

100

- The ferrofluid is a liquid material system that solidifes its dynamic form and acquires stability on interaction with magnets.

- Taking this into consideration we transform a dynamic system (point cloud) into a material system through solid geometry(mesh) conversion into a soft system (N-Cloth) composed of N particles, and applying electromagnetic field to the same.

A

B

C

M.ARCH I AADRL I WORKSHOP 2

21

PAPER FOLDING

Workshop 1 ARCHITECTURAL ASSOCIATION, LONDON PROJECT TEAM Melhem Sfeir, Karthik A, Eric Chen, Sai Prateik Bhasgi TUTOR Shajay Bhooshan The workshop investigated on how paper reacted to different folds and the final goal being to fabricate a structurally stable furniture designed out of the discovered folds.

With this in mind, we applied different strains to paper while marking the various pressure points (straining points) and let the paper guide us further.

Through the process, we recorded a series of patterns on the surface consisting of mountains and valleys and refined these patterns into a defined geometric shape.

Many iterations of the shape resulted which were then scaled up straining the pressure points to reach the maximum supporting strengths.

The first scale up tests were performed on cardboard and then on polypropylene sheets, which displayed similar reactions to paper. Over all 30 paper iterations of the study models were folded giving us fascinting results of its supporting capacities.

Papers reaction to different strain points

Marked key fold pattern on paper surface

Pattern inscribed as geometric form

Refined pattern

Straining points

Iterations

PATTERN GENERATION

Y

X

Reference Axis

Mountain crease

Force Vector diagram

22

M.ARCH I AADRL I WORKSHOP 1

Valley crease normal to Mountain crease erecting the arch structure

Additional mountain crease adjacent to valley on Y-axis increases structural arch support

Pattern - Folding Iteration 1

Precedent method followed on Y - axis.

Pattern - Folding Iteration 2

Resultant pattern

Iteration 1

Iteration 3

Iteration 2

Iteration 4

FINAL CHAIR EVOLUTION Iteration 1

Reduced structural size with same seating dimensions adds to the efficiency of the pattern.

Iteration 3

2.2 M

0.45M

Rear leg stand adds to the stability.

0.45M

0.30M

Iteration 4

Iteration 2

Symmetrical pattern - Stability.

FINAL SCALE UP - POLYPROPYLENE FURNITURE

Load carrying capacity :100kgs

M.ARCH I AADRL I WORKSHOP 1

23

- Final 1:1 under construction.

- Blocks laid out on the frame.

- Polyurethane foam used as mortar.

FABRIC FORMWORK STRUCTURE

Workshop KADK - The Royal Danish Academy of Fine Arts School of Architecture, COPENHAGEN, APRIL 2014.

PROJECT TEAM AADRL Shajay Bhooshan Studio and KArch Royal Danish Academy of Fine Arts.

TUTORS Mark West, Shajay Bhooshan, Alicia Nahmad, Asbjorn Sondergaard.

The workshop focused on building a large scale model of a shell form utilizing the method of fabric formwork construction, long explored by Mark West. In this particular case, the model was tested at 1:1 scale. The entire model was laid-out, measured and planned from scratch. The proposed design was a simple groin vault.

1:1 SHELL MOULD FABRICATION

The workshop consisted of studying formations of rigid foam tiles as they deformed a piece of cloth. These experiments are reminiscent of studies conducted by Gaudi, Frei Otto, Candela, Isler all of which studied structures laid out in tension. The types of compressive shell formations obtained from these studies were then simulated and analyzed digitally in order to explain some of the characteristics and behaviour observed in the physical experiments. New avenues of research were also proposed for the 1:1 model built for the project.

SPECIFICATIONS Fabric Size : 5.3m X 5.3m Foam Brick Size : 0.15m X 0.15m X 0.10m Foam Bricks > 500, robotically cut.

Fabrication time : 10 hours Mortar : Polyurethane Foam.

24

WORKSHOPS I MARK WEST I KADK

CONSTRAINT AND DEFORMATION STUDIES

Original form

Equally distributed axis constraints

Point constraints

Four axis constraints

Four point constraints

Stretch Resistance = 1, Compression Resistance = 10, Rest Length = 1, Gravity = 9.8, Deformation = 50 %

Stretch Resistance = 1, Compression Resistance = 10, Rest Length = 1, Gravity = 9.8, Deformation = 60 %

Stretch Resistance = 1, Compression Resistance = 10, Rest Length = 1, Gravity = 9.8, Deformation = 60 %

1:10 SHELL MODEL - TESSELLATION STUDIES

The 1:10 model was the final output of the studies conducted for the workshop. These were the combination of physical models and digital models analyzed throughout the week. In this particular model, notions of compression and bending were put to the test in order to understand novel techniques of construction as well as the actual physical forces as compared to the digital studies.

WORKSHOPS I MARK WEST I KADK

25

MUDRA SCHOOL OF PERFORMING ARTS

B.ARCH - THESIS Year 5, 2013.

M.S. Ramaiah Institute of Technology, Bangalore.

TUTOR S. Jotirmay The Performing Art’s Scool was conceived to cater to the artfolks and aspiring students of Bangalore and its neighbouring cities. Being one of the culturally rich cities with atleast one person per family involved in arts, Bangalore proved to be the best location for this project and its accessibility and easy connectivity from the various cities in Southern India added to the justification of the location.

The 17,700 Sq.Mts proposal consisted of two auditoriums of 1100 and 600 capacity, an academic block, administrative block, twin open air theatres (OAT), Exhibition areas(Semi-Open), Restaurant and an audio- visual library. Apart from the design, a thorough curriculum for the courses offered at the institute was structured along the guidelines of the University Grants Commission, India.

AUDITORIUM DESIGN - 5000 sq.m

20m

Design based on ‘Namaste’ mudra.

58.5m

Auditorium A 1100 capacity Entrance Lobby

19m

Auditorium B 600 capacity

Section through Auditorium A

Ground floor plan

15m

53.5m

Section through the entrance lobby

N E

W

First floor plan

S

26

B.ARCH I THESIS I MUDRA

58.5m

Section through Auditorium B

ACADEMIC BLOCK - 5870sq.m

17.55m

Design based on ‘Hamsasya’ mudra.

First floor plan

28.8m Longitudinal Section

Second floor plan

Third floor plan

43.6m Latitudinal Section

17.55m

Ground floor plan

EXHIBITION SPACE - 2200sq.m

Floor plan

A/V LIBRARY - 1150sq.m

Ground floor plan

First floor plan

Academic Block view

Library Block view

30m Latitudinal Section

Auditorium Complex view Exposed concrete, glass & steel finish.

B.ARCH I THESIS I MUDRA

27

URBAN TRANSPORT HUB

TERMINAL HUB SITE PLAN

TRANSPORT HUB DESIGN FOR YESHWANTPUR (SUBURB OF BANGALORE) B.ARCH Year 4, 2012 This Urban scale project at Yeshwantpur was designed to make better the transport facilities at the suburb. Known to have many industries and institutes, Yeshwantpur receives daily travellers form the neighbouring cities and near by villages with the only main mode of transport being the railways. Therefore it became crucial to conceive a bus transport hub at this node.

The hub was designed as 3 radiaitng sectors originating from the south west corner of the site, consisting of a shopping mall, BMTC (Bangalore Metropolitan Transport Corporation) serving locally and KSRTC ( Karnataka State Road Transport Corporation) serving different cities, along with lodging and restaurant facilities at the same terminal.Two key problems addressed while designing the hub were segregating the BMTC and KSRTC bus circulation. And tackling the entry and exit of private vehicles, taxis and pedestrians so that they do not interfere with the circulation of the buses.

KSRTC TERMINAL :13,012 sq.m BMTC TERMINAL : 1,373 sq.m

SITE AREA : 61,158 sq.m BUILT AREA : 31,256 sq.m FLOOR AREA RATIO ACHIEVED : 0.51

KSRTC Terminal BMTC Terminal

Site Location

Shopping Mall Bus Depot

TC

KSR

ry

Ent

KSRTC Terminal View TC

BM

ry

Ent

Lodging & Restaurant

N E

W S

BMTC Bus Circulation

KSRTC Bus Circulation

Transport Hub view

28

B.ARCH I TRANSPORT HUB DESIGN

SHOPPING MALL - 16,871 sq.m

Mall view

Ground floor plan

First floor plan

Second floor plan

29.0m

Basement plan

64m Latitudinal Section

Terminal Roof view

Third floor plan

Fourth floor plan

Section showing the roofing level play and basement details.

3m

6m

MAIN TERMINAL SECTION

85m

Terminal Interior View

Terminal - Platform view

Concrete slabs

Tensioned Steel cables

6.3m

LODGING & RESTAURANT - 1864 sq.m

Platform Roofing detail

Ground floor plan

first floor plan

16m Section through the lodge

B.ARCH I TRANSPORT HUB DESIGN

29

PROFESSIONAL

MANAJAYA SHETTY APARTMENTS

INT HAB ARCHITECTURE + DESIGN STUDIO This 13,000 Sq.ft apartment complex was designed for a Civil Engineer in Mangalore, Karnataka, India. The site influenced form was designed as a inter-play of massing, in terms of depth on each floor. The work handled was : - Individual Floor Working Drawings.

- Individual Floor Plumbing Drawings.

- Section & Facade Sections.

- Elevations.

- Gate and Compound Wall Details.

Number of units : 12

INDIVIDUAL FLOOR PLANS

N E

W S

Basement plan

32

PROFESSIONAL I MANJAYA SHETTY

Ground Floor plan

Typical Floor plan

Section A - A’

South Elevation

Section B - B’

East Elevation

WINDOW DETAILS

DOOR DETAILS

INDIVIDUAL FLOOR PLUMBING DRAWINGS

Basement plan

0.1m Soil pipe

0.05m Waste pipe

0.025m Cold supply

Ground Floor plan

0.025m Hot supply

0.05m Flush Valve

Typical Floor plan

PROFESSIONAL I MANJAYA SHETTY

33

BABU RESIDENCE INTERIORS

INT HAB ARCHITECTURE + DESIGN STUDIO Work Handled: - The home theatre room : Detailed acoustics study for the right absorption and reflection of sound, apart from the lighting details.

- The bar was designed to compliment the terrace garden seating area keeping in mind the over all theme of the house.

- The automated entry gates needed the right material and its joinery details so as not to obstruct the opening motion.

HOME THEATRE ROOM

Elevation of Wall A

Plan

Elevation of Wall D

Home Theatre 9’11” X 20’0”

Detail A

Section B-B’

34

PROFESSIONAL I BABU INTERIORS

Detail B

Detail C

TERRACE BAR

Plan

Elevation

AUTOMATED ENTRY GATE

Detail Elevation of the Main Gate

Detail A

Detail B

Detail C

PROFESSIONAL I BABU INTERIORS

35

PAVANI PETALS ROW HOUSING

INT HAB ARCHITECTURE + DESIGN STUDIO This housing project owned by Pavani Builders of Hyderabad, India, consisted of two villa designs - East facing villas and West facing villas in the proposed layout. The work handled was the detail and design refinement of the east facing villas : - Individual floor working drawings.

- Elevations, sections and facade sections.

- Electrical and plumbing drawings.

Individual plot area : 1924.69 Sq.ft

Total built up area : 1989.44 Sq.ft

W S

N E

Ground floor plan

First Floor plan

East Elevation

South Elevation

36

PROFESSIONAL I PAVANI PETALS

Section A- A’

Section B- B’

Section C- C’

Facade Section showing details of Upturn beam

ELECTRICAL DRAWINGS

Ground floor plan

First Floor plan

PROFESSIONAL I PAVANI PETALS

37

OZONE URBANA MARKETING SUITE AS BUILT / ELECTRICAL DRAWINGS

CUBE ARCHITECTS The project was introduced to me in its final stages of construction. Apart from handling the as-built drawings and the area statements of the project, it was a good learning experience about pneumatic structures and the concept underlying the design of this EGG shaped structure. Work handled : - As-Built drawings.

- Individual floor electrical drawings.

- Area Statements.

Lower ground floor plan

SITE PLAN

38

PROFESSIONAL I OZONE URBANA

First floor plan

Ground floor plan

The entire shell is constructed using steel sections. Each unit a triangle in shape supporting the electronically controlled clear and white ETFE air pillows and the alternating glass claddings.

North Elevation

South Elevation

West Elevation

East Elevation

LATITUDINAL SECTION

PROFESSIONAL I OZONE URBANA

39

B-BLUNT SALON INTERIORS

CUBE ARCHITECTS Work handled : - Design of new product display shelves at the entrance reception and the hair wash area.

- Site Co-ordination.

KEY PLAN

EXISTING RECEPTION AREA

EXISTING HAIR WASH AREA

Reception

Hair wash

RECEPTION AREA PROPOSAL

Design proposal 1 Front Elevation

Side Sectional Elevation

S E

W N

Plan

Design proposal 2 Front Elevation

Side Sectional Elevation

Plan

40

PROFESSIONAL I SPRATT SALON

HAIR WASH AREA PROPOSAL

Front Elevation

Side Sectional Elevation

Hair Wash Recliners

HAIR CUT AND WASH AREAS Display Area Behind

Plan

PROPOSED RECEPTION AREA VIEW

PROPOSED HAIRWASH AREA VIEW

PROFESSIONAL I SPRATT SALON

41

STREET PHOTOGRAPHY

LONDON - COPENHAGEN - BARCELONA - SICILY 2014 - 15.

Camden Stable Market - 25/1/2015

Camden Market - 25/1/2015

South Acton - 6/2/2015

42

STREET PHOTOGRAPHY I 2013 - 15

Portobello Road 15/7/2014

Trapani 3/7/2014

Moscow 23/4/2014

Copenhagen 27/4/2014

Moscow 22/12/2014

STREET PHOTOGRAPHY I 2013 - 15

43