Work Samples 2023

Page 1

P FO L RO TI O 2023

SUBHRANSHU PANDA Architect | Building Technologist | Facade Designer


Ahmedabad, India

Hong Kong

Bengaluru, India

Delhi, India

Wroclaw, Poland

Delft, The Netherlands

Preston, England

PROJECTS


DESIGN, BUILD & MANAGEMENT 1

KTSP

Sports complex with FIFA stadium

RESEARCH & DESIGN 2

THERM_VENATION

Active heat exchange facade

3

A [CAFE] LOOP

Hyperloop station

4

SPLIT SHELL

Parametric fabrication

5

S.W.A.T

Urban intervention

6

FOAM

Foam & Meringue Additive Manufacturing

DESIGN & BUILD 7

PLUME Corporate tower

8

SA.R

Luxury Residence

9

PRIDE 410

Multilevel residence

X

GLADE ONE

Golf Villas


1 ABOUT

Kai Tak Sports Park :

KTSP

Typology: Sports complex Location: Hong Kong Year: 2020 Status: Under construction | 2023 Area: 26 Hectare Architect: POPULOUS Total Design Solution: ARUP Role: Designer, Project management Software: Revit, Naviswork, AutoCAD, Aconex

Valued at approximately 3.86 Billion US$ (2020), the Kai Tak Sports Park consists of a 50,000-seat Main FIFA Stadium with a retractable roof, a 10,000-seat Indoor Sports Center and a 5,000-seat Public Sports Ground. The project team consists of Populous, SKA and Arup as design team while Hip Hing Engineering being the main contractor. Once complete in 2023, KTSP will become the largest sport venue of Hong Kong.



CONCEPT

The main stadium is proposed to be the pearl of Hong Kong by the bay. The shimmering colour of the Main Stadium facade is inspired by the Tahitian Blue Pearl. The Sports complex uses vibrant colours extracted from the peral’s gradient to amplify energy among the users of the campus

METHOD

Parametrically controlled abstract of a radial grid, designed to accommodate the desired field of play, visitor’s capacity and facilities. The radial grid was then deduced to design the retractable and fixed roof zones.

Continuity Fix & Retractable Roof

Smooth step

Continuity Facade & Roof

Rationalised Top & bottom Facade

Roof drop

Roof extension


MAIN STADIUM

The envelope of the Main Stadium is comprised of a double skin facade and a retractable roof the opens up as per the need of the space, while maintaining the engineering necessities of the stadium’s functionality

2

1

1

Standing seam movable roof

2

Aluminium cladding

3

Standing seam fixed roof

4

Rain-screen system

5

Semi-unitised curtainwall

3

5

4


INDOOR SPORTS COMPLEX

This building comprised of 2 halves split with an avenue with ETFE canopy. The extensive variety in the changing facade characteristics is to keep the energy up for its users.

6

ETFE canopy

7

Corrugated sheet & vertical louvre cladding

8

Semi-unitised glasswall

9

Glazed skylight

10

Active Green-wall system

11

Aluminium cladding

12

Removable unitised Cladding system

13

Removable semi-unitised Curtain wall

14

Climbing wall system

15

Rain-screen cladding

16

Unitised facade @ bridge

17

LED screen cladding

18

Standing seam fixed roof

19

Open semi-unitised Curtain wall

20

Open unitised Curtain wall

21

Inclined unitised Curtain wall

22

Soffit Cladding

23

Concrete tile Rain-screen

6

9

12

8

7

10 13

11

14

15

16

17

PUBLIC SPORTS GROUND 20

18

19 21 22

23


WORKFLOW

To ensure a successful and responsible large scale project’s workflow coordination, primary designing tools were exported and/or connected with BIM for controlled updates, documentation, issue solving, construction and maintenance, with my role spanning within crucial points of design and construction while binding all the disciplines together.

Coordination

Design input

Design Development

Documentation

Design Optimisation


BIM

Federated BIM models were a key part of the task handled, to understand, verify, identify, extract and update informations. With the federated BIM of all disciplines, attention to bespoke details were captured which reduced the construction time-frame and possible errors. The updated information was identified for any clashes within all different disciplines of design and engineering.

Architecture and Building Envelope Structures MEP Landscape Other disciplines / Contractors


DETAILS

The boundary conditions are referenced from the federated BIM model to develop facade systems and corresponding design details for the contractor and suppliers and cross checked with their proposals. Approved drawings were then tested in labs and coordinated for site erection.

GMS MULLION EXTRUDED ALUMINUM PROFILE (MULLION CLADDING) RHS GHS TRANSOM

CAST-IN CHANNEL EMBED

100

ALUMINUM BACKPAN W/ STIFFENER AND INSULATION

180

ALUMINUM BRACKET

S.S T-BOLT

ALUMINUM BACKPAN W/ STIFFENER AND INSULATION ALUMINIUM CLADDING W/ FOIL FACE INSULATION & STIFFENER (EWC-01C)

STEEL WASHER

EXTRUDED ALUMINUM PROFILE (BRACKET) S.S BOLT

GMS BRACKET

STEEL WASHER

275 CLADDING EDGE TO SHOPFRONT

6000

SEALANT

WATERPROOFING MEMBRANE

GMS MULLION

EXTRUDED ALUMINUM PROFILE (STAGGERED BRACKET)

01

SOLID ALUMINIUM FIN

LIGHT FIXTURES

S.S SCREW FOR LIGHT FIXTURES

10

150 CLADDING EDGE TO CONCRETE

S.S BOLT

S.S STUD BOLT

MAXIMUM 450

1500 MODULE DIMENSION

1500 MODULE DIMENSION

20

ALUMINIUM CLADDING W/ FOIL FACE INSULATION & STIFFENER (EWC-01C)

30°

°

60

EXTRUDED ALUMINIUM PROFILE (MULLION WITH FIN)

20

EXTRUDED ALUMINIUM PROFILE (CLADDING SUB-FRAME)

350

EXTRUDED ALUMINUM PROFILE (PANEL FRAME)

S.S FLUSHED BOLT GASKET EXTRUDED ALUMINIUM PROFILE (MULLION)

ALUMINIUM FLASHING

80 EXTRUDED ALUMINUM PROFILE (CLADDING)

80

SEALANT DRAIN HOLE

SOLID ALUMINIUM FIN STUD BOLT

150

125

S.S SCREW FOR LIGHT FIXTURES

SHIM

16

275

GMS TRANSOM

01

WINDLOAD BRACKET DETAIL @ BOTTOM PLAN

SCALE 1:2

HORIZONTAL DOUBLE BANK LOUVERS (EWG-06G, H)

02

EXTRUDED ALUMINUM PROFILE (DOUBLE BANK LOUVRE FRAME) STRUCTURAL SILICONE

282 87

EXTRUDED ALUMINUM PROFILE (FRAME)

180

15

EXTRUDED ALUMINUM PROFILE (TOGGLE) SEALANT EXTRUDED ALUMINUM PROFILE (CAPPING)

80

IGU GLASS PANEL (EWG-06: TYPE 1)

OUTSIDE

INSIDE

EXTRUDED ALUMINUM PROFILE (CLADDING) EXTRUDED ALUMINUM PROFILE (FRAME)

EXTRUDED ALUMINUM PROFILE (MULLION CLADDING) GMS MULLION

GMS TRANSOM

130

ALUMINUM BACKPAN STRUCTURAL SILICONE

HORIZONTAL DOUBLE BANK LOUVERS (EWG-06G, H)

282

S.S BOLT

87

180

100

15

S.S GRILL DRAIN

180

180

282

ALUMINUM FLASHING

GMS BRACKET

87

50

ALUMINUM FLASHING

80

CAST-IN CHANNEL EMBED

1500 MODULE DIMENSION

1500 MODULE DIMENSION

EXTRUDED ALUMINUM PROFILE (FRAME) EXTRUDED ALUMINUM PROFILE (TOGGLE) STRUCTURAL SILICONE GASKET EXTRUDED ALUMINUM PROFILE (CAPPING) SEALANT

00

BOTTOM VERTICAL SECTION @ SHOPFRONT SCALE 1:2

PLAN

02

TYPICAL HORIZONTAL LOUVRE DETAIL @ SHOPFRONT SCALE 1:2

PLAN


2 ABOUT

THERM VENATION Typology: Research | Facade Design Location: New Delhi, India Year: 2019 Status: Prototyped Size: 3m x 4m module Organisation: TU Delft Role: Design Architect Software: Grasshopper, Ladybug, Karamba, Therm2D, Ansys Fluent, Fusion 360, COMSOL,Illustrator, Keyshot, Repetier Host

Designing, optimising and fabricating a twin wall, non-load bearing facade made up of concrete with an active heat-exchange system between the internal and external panel. The tubes within the panels were designed and optimised to maximise the volume of water within while minimising the pressure drop to eliminate blockage and exchange time and fabricate them within the concrete panel with 3D printed wax tubes and melting them out to form the void of tube network.

GOAL

OPAQUE segments

SYSTEM

ACTIVE integrated facade system

Large surface Large surface area area

MostMost exposed to suntoand environment exposed sunoutdoor and outdoor environment

HighHigh energy store house energy store house



METHOD

Criteria 1 Material selected: CONCRETE, WATER & WAX Criteria 2 Type of facade panel: TWIN WALL- NON LOAD BEARING Criteria 3 Fabrication method INVERSE INVESTMENT CASTING Criteria 4 Maximising volume SPLITTING + CURLING Criteria 5 Minimise pressure drop MODIFY TUBE DIAMETER

SHAPE OPTIMISATION

Criteria 6 Increase efficiency IMPROVE INSULATION

TOPOLOGY OPTIMISATION

Criteria 7 Evaluation HEAT EXCHANGE

Steps undergone from design to optimisation through the method of fabrication to prototype the designed Integrated Facade System.


ELEMENTS

The twin wall system comprises the concrete mass and the void tubular network embedded with water circulating within for heat exchange.

tubular VOID

tubular VOID + MASS of concrete

INLET

OUTLET Elevation of tubular network geometry within one panel

FUNCTION

External panel

Internal panel

The twin wall system responds by capturing heat and transferring them between the internal space and external environment.

Winter with cold nights and sunny days rb

so

Ab

te

dia

Ra

Summer with hot days and cooler nights te

dia

Ra

rb

te

dia

so

Ab

Ra

rb

so

Ab


MANUFACTURE

Manufacturing the complex tubes and developing voids of tubes within the concrete mass.

Method

External formwork + 3D printed wax internal formwork

1

Solid cast with internal wax form work

2

3

Cast with concrete between both form work

3D printing wax tubes

4

Final product

Melt out internal form work

5

Melting wax tubes within cast concrete

100 ºC

Wax filament Melting temp: 117 ºC

120 ºC (pressurised)

Cast concrete panel with void tubular network formwork made with 3D printed wax with varying infill density.

Cast concrete mass within formwork

3D printed wax tubes with varying infill to be melt to form hollow in mass


PROTOTYPE Triple glass Saint gobain argon filled Tilt and turn window Schuco AWS 75 SI+ Glass fibre reinforced concrete Weber by Saint Gobain Topology optimised and modified to maximise thermal entrapment

Internal facade panel

3D printed tubes embedded within concrete panel mass

Butyl floor dampers

Internal facade panel segment

Network void water tubes

Wooden internal finsih trim

3D printed with wax and melt out

External facade panel Fiber glass reinforcement dowels

Network nodes

Rock wool insulation +Insulated water tank between 2 panels

Shape optimised to maximise volume and minimise pressure Main structure slab

Internal + External facade panel segment


3 ABOUT

A [CAFE] LOOP Typology: Future Mobility Hub Location: Amsterdam, The Netherlands Year: 2018 Status: Proposed | Shortlisted Area: 1.28 Hectare Organisation: TU DELFT Role: Academic | Individual Research & Design Software: Rhino, Grasshopper, Ladybug, Illustrator, Lumion 3D, Oasys Massmotion

The proposal is measured as an urban infill that engages with the public with its various pockets of amenities and interests and generates a connection with the new mode of transport, the HYPERLOOP and the public which helps in propagating the business model for the urban space.

Selected project exhibit at Dutch Design Week 2018.



M DA ER A N E AR

t

en

em

RESPONSE

an

v mo

tri The site prioritizes the existing pedestrian connection of the Bijlmer es ed ep

iz

t ori the ground and shifting the green Arena while offsetting the station into Pri

and daylight deep into the circulation spaces. E

SIT

tat

es

tiz ori

Pri N TIO TA S AY TRO ILW ME Prioritize movement + RA pedestrian

Current movement via the plaza

ion

at

oc

l ion

RS SS- OU CE t H AC UN IC UM S L B PU XIM YMA NL RS S O OU ES N H S CC SU UR F A ATE F HO STA DER UN ES T MO A RE DER CO MO S SS UR CE UM HO N AC XIM SU A M W O SS EL CE D B AC AN D E ITE AT LIM DER MO

Prioritize station location

D AR EV UL RK O B PA

Optimised solution ise

tim

Op

ion

lut

o ds

E T I T S

Utilizing the maximum transport capacity of pod transfer: 60 passenger and 60 cargo S pods per hour.

HE

HIG

Serve as a hinge at AMSTERDAM to fold LONDON into PARIS. o et

nc rda co ing c a in app te f si ion m o g at nin di Zo ar ra l o s CARGO

30 seconds PASSENGER

^ãëí ÉêÇ~ã

PASSENGER

30 seconds 02 minutes

al

u nn

A

a rR

la

So

on

ti dia

of

ite es

th

LL

C

ON

N OFF

PASSENGE R

CARGO

30 seconds

C

LE

P EO

TP

C NE

S

D AN I

RLNSUM E H O

ET EE C

5TH Y

R IS UNT O 30 C seconds NG

a ve

ha

CO

E FFE

ur yo D ot sp te PO uri vo

fa

P FEE O F LO CO R E ES A hyperloop station that camouflages with the life style of 2040 and sits WI

P LIFESTYLE HY SO DO D

AN

within a CAFÉ.

a tch

ca

he et d nc pee e i r Ps pe ex RLOO E P HY

OW

SH


MOVEMENT Skin Logistic entry

Human

Theatre Terrace +6.00 m

+ Luggage + Pods

Cafe Staff entry 1 Ground floor Staff entry 2 Toilets

±0.00 m

Library NS Railway station Baggage claim Security (Passenger

The planning of the station is layered

Building services Basement 01

from above to below the ground

Services

while prioritising movements of the

Toilet

3 elements to improve efficiency of

Arrival hall

-4.55 m

logistics while ensuring the ease of simplified lifestyle during 2040. Basement 02 -10.55 m

Recreational garden

Intermediate floor Toilets

-13.55 m

Boarding bay A Boarding bay B

Offices Human departing Human arriving

Logistics foyer and security

Basement 03 -19.55 m

Luggage Pod departing Pod arriving Departure access Arrival access

Logistics bay

Service tube

Satellite POD Loading/ Unloading

Departure tube Arrival tube Service tube

Basement 04 -25.55 m


4 ABOUT

SPLIT SHELL Typology: Research | Facade Design Location: Wrocław, Poland Year: 2019 Status: Prototyped Size: 1.8m W x 2.5m H x 3 modules Organisation: TU DELFT I University of Wrocław Role: Academic | Individual Research & Design Software: Rhino, Grasshopper, Galapagos, Karamba

Designing and fabricating a performance stage with 3 performers addressing a low standing audience, designed to uniformly distribute sound by reflecting over the shell curvature. The materials were restricted to fibre glass resin, MDF sheets and honeycomb sheets.

Combined shell

Split shell

Single shell- tune individual shell for acoustic performance



Single shell

Split to double-curved panels

ANALYSE & BUILD The designed structural behaviour and the curvature of each panel to fabricate with applied constraints were analysed and modifications and

Analysing

curvature

and

extra reinforcements at high stressed

boundary of each panel with

segments were added.

z-axis points

Marking boundary edges by X, Y and Z movement

Analysing utilization of the material Placing pre-cut boundary planks for panel

Analysing high stress points to add

Casting of panel with boundary

reinforcement

planks


Fibre glass + Resin 3 layers

Honeycomb cardboard 10 mm cell

Module structure Wires LED light strip MDF bracing

LAYERS

Each element is fabricated separately comprised of various different layers which synchronise its function in combination with other adjacent panels and patterned with lights behind.


5 ABOUT

S.W.A.T Typology: Urban Intervention Location: Preston, England Year: 2019 Status: Prototyped Area: 1.1km x 13m Organisation: TU DELFT | UCLan Role: Academic | Individual Research & Design Software: Rhino, Ladybug, Karamba, Lumion 3D, Keyshot

The proposed accessible canopy over the Fishergate Street in Preston, UK projects to tackle the problem of vacancies and fill them up while making space for new functions and communities to come together aimed at driving economy back into the city. The designed canopy adds a new dimension of interaction to the urbanscape while sustainable and business model to the economy.

Concept of space

Concept of energy and urban economics



SYSTEM

WIND UTILISATION

0% energy used for HVAC 95 Modules

RAINWATER HARVESTING

16 million liter per year 100 Households

PHOTOVOLTAIC ENERGY

1 GWh per year

280 Households 130 Micro businesses 26 Small businesses 13 Medium businesses


Composite wall panels with support bracket

Solar panels

MODULAR

Stretched fabric ceiling

All the modules are based on a fixed Ceiling support structure

grid system with structure in place while

Composite ceiling panels

accompanied with 3 different functions, Closed module

Flexible facade panel + door

Green module Vacant module

Glass flooring Hardwood flooring with support structure

Flexible facade panel

Each module is built with demountable fixtures and could be relocated or reused after its service life.

Balustrade Cladding for structure Support column Crome finished hollow steel sculpture Service pipes and conduits

Composite wall panel with support frame


6 ABOUT

FOAM

Foam Obsessive Additive Manufacturing

Typology: Research | Facade Design Location: Flexible Year: 2019 Status: Prototyped Size: Flexible Organisation: TU DELFT Role: Academic | Individual Research & Design

This research deals with proposing a feasible alternate sustainable method to fast production of building wall structures and also as an solution for emergency responses using additive manufacturing process and FOAM as a material.

WHY ?

3D printing is held back for wide implementation in building infrastructure because of speed and material constraints.

Problems Speed

Solution

Material constraints

FOAM has high extrusion and volumetric expansion rate with faster stabilisation, while being structurally load bearing and acts as an insulating infill for composite


WHERE?

Fast 3D printing supports with FOAM for buildings damaged by man-made accidents or natural calamities that maynot save the structure but buy

Fast 3D printing of FOAM to construct emergency

Using as a composite wall for very fast traditional

shelters (also in remote sectors) with transport of

construction method using FOAM as a layer of the

minimum possible building materials.

wall component with added benefits.

HOW?

Step 1: Printing foam with casting plate restricting to smooth face on expansion

Step 2: Spraying or casting GFRC over or within printed foam


WHAT ?

Exploring types of PU FOAM to 3D print and combining it with GFRC. Expanded first layer

First extruded layer Base line Normal PU foam

50% faster PU foam

Construction PU foam

Green 0% isocyanate PU foam

1

2

1

Spray-up CONCRETE

3D printed FOAM

3D printed FOAM

1

What? 2 instances of single sided smooth 3D printed foam act as form-work for cast concrete within. Result: Develops complex doubly curved concrete cast with fast and minimum form-work.

2

1

2

Spray-up CONCRETE

3D printed FOAM

Spray-up CONCRETE

2

What? 3D printed stay-in-cast foam with double sided smooth surface and spray-up GFRC on both sides. Result: Complex and doubly curved composite walls eliminating need for external formwork


WHACK

Egg

Replacing PU foam with a biodegradable material, MERINGUE as a sustainable alternative with similar material behaviour.

Sugar

Customised 3D printed with syringe loader

Meringue

Hand cone

Syringe

3D printing meringue + BAKING

2

1

2

Spray-up CONCRETE

3D printed MERINGUE

Spray-up CONCRETE

3

What? 3D printed lost-formwork meringue with double sided smooth surface and spray-up GFRC on both sides. Result: Develops complex doubly curved concrete cast with bio-filler (meringue) which could be replaced after cast.


7

PLUME Typology: Corporate Tower Location: Ahmedabad, India Year: 2015 Status: Built Area: 4806 sq.m Architect: SAMArch Architects Role: Design Architect Software: Revit, Sketchup, Photoshop

ABOUT

The project is designed in context to the locality and then current market trends with future projections, so that it is sustainable enough and future ready to cater a long term of usage and get the most out of the project. This project won’t be able to cater the wider demand in the market, rather creates a clear stats of more demand over supply and hence lowering the project’s investment risk and a higher success value from land.

Market Demand Profit projected from project Scope of Investment Location of Site Sustainability of the Project Local Market Competition

SITE

Project’s Target Sector Investment Risk

Best of current market trends

Location proximity

Market trends + Business model



1 ENTRANCE FOYER 2 RECEPTION 3 WAITING LOBBY 4 VIP WAITING LOBBY 5 PANTRY 6 MALE TOILET 7 FEMALE TOILET 8 STORE ROOM 9 TOILET 10 MANAGEMENT OFFICE 11 WORKSPACE 12 CONFERENCE ROOM 13 RETAIL OUTLETS 14 GUARD ROOMS 15 RESTAURANT 16 KITCHEN 17 TO BASEMENT PARKING 18 FROM BASEMENT PARKING

Ground Floor Plan

FUNCTION Retail + Restaurants + Shared office spaces + Premium office spaces + Multipurpose event hall

Stair Cabin | Terrace

Premium office spaces

Common foyer

Dining / Multipurpose hall

Executive office space Basement OUT | Rstaurant / Cafe Basement IN | VRV units Retail outlets Reception lobby Basement Lvl 01 Basement Lvl 02


1 COMMON LOBBY 2 RECEPTION 3 ACCOUNTS 4 OFFICE CABIN 5 HEAD OFFICE-1 6 TOILET

CFD aerodynamics + pressure analysis

7 PANTRY 8 MALE TOILET 9 FEMALE TOILET 10 STORE 11 HEAD OFFICE- 2 12 CONFERENCE ROOM 13 SECURITY 14 COMMON TOILET

Lvl +02.00 m

15 WORKSPACE 16 BALCONY/ FIRE RESCUE 17 FIRE PROOF SAFE

Lvl +06.50 m

Typical Floor Plan Lvl +18.60 m

SKIN Local material GFRC & glass

+

Economical Unitised panels

+

CFD

Minimised wind effect

Lvl +32.10 m

Lvl +50.10 m Stair Cabin Terrace Office floor unit

Service core Lvl +63.60 m Floor plate

Facade panels with glass

GFRC facade shell

Lvl +77.10 m

Double height hall (Dining / multipurpose)

Lvl +90.60 m GFRC facade shell

Entrance porch Lvl +110.00 m


8 ABOUT

S.A.R Typology: Golf Villas Location: Ahmedabad, India Year: 2015 Status: Built Area: 1956 sq.m Architect: SAMArch Architects Role: Design Architect Software: AutoCAD, Rhino, Maxwell 3D

Designed for the client’s primary residence with 5 bedrooms. An emphasis of using natural materials and maximising natural light and ventilation was a key aspect of the design, while the spatial connection of the indoor to outdoor space was blend through a continuous skylight as the guide.

Ground Floor Plan



MATERIAL

Exposed Concrete + Grey

+

Glass

+

Stone | Wood | Upholstery

Transparent

+

Shades of Brown

Key Plan

Section AA’


SPACE Volumetric | Free floating | Minimal Cascaded functional elements | cast into concrete Interior : gloss flooring stone Exterior: reflecting water Blending wall to ceiling texture | Contrast with white spaces

Section CC’

Section DD’


9 ABOUT

PRIDE 410 Typology: Residential Tower Location: Ahmedabad, India Year: 2014 Status: Built Area: 640 sq.m Architect: SAMArch Architects Role: Project Architect, Management Software: AutoCAD, Revit, Maxwell 3D

The site was analyzed with 3 elements only: planning & function, climatic response and vaastu shastra. The most appropriate layout of the site was then analyzed to supplement the aesthetic value of the building to design it with unique design elements, while keeping in mind the built feasibility, materials, their response to local climatic conditions and serviceability.

Deck view from Living Room

Panoramic view from Dining

Effective heat blocking from South

Front view from Master Bedroom Cross ventilation and Panoramic view from Drawing and Balcony

wind flow ensures best living conditions



ELEMENTS Sun blockades on the South Facade also act as functional units for the bedrooms in conjunction to aesthetics.

Glazed Units are constrained to North and East Facade to maximize light with less of heat.

Typical Floor Plan

Kitchen, Utility and Services are lined up in the back face of the building in sense to make the structure clutter free.

Hanging balconies on the North-East side to experience the most in close to nature.

Ground Floor Plan Elemental Expose RCC Wall on the dead facade of the building without compromising the functionality.

Foyer

9

Dress/ Bath

2

Lift

10

Puja

3

Drawing Room

11

Powder Room

4

Dining

12

Deck

5

Kitchen

13

Utility

1

6

Living Room

14

Electrical Room

7

Balcony

15

Under Ground Water Tank

8

Bedroom


Exposed R.C.C Wall Visual Connection: Non- Residents Experience: Non Residents Visual Direction: Out to In Block Nature Function:

Hanging Balcony Visual Connection: Residents Experience: Residents Visual Direction: In to Out Welcome Nature Function:


X ABOUT

GLADE ONE Typology: Golf Villas Location: Ahmedabad, India Year: 2015 Status: Built Area: 605 sq.m Architect: SAMArch Architects Role: Project Architect Software: AutoCAD, Sketchup

A master plan designed to have 400 seconfd or third home/villas that have an aura choice of private lawn, golf course facing, green lush or a lake view. With a secured precinct and self sustaining faclities, it is one of the luxurios most project of western India



DESIGN

With a total option of 10 plans and 40 design combinations for the client to choose from 4 different architects, we designed 4 of the meticulously designed plans which meet the needs and taste of a wide range of potential investors and thus making it the most opted design soilution of the project.

Section AA’

Section BB’


6

6

7

1

5

6

4

2

3

8

Ground Floor Plan

The design is comprised of strictly straight lines with a very neutral and core material palette of exposed concrete, stones, black metal and glass, along with spaces that blends the surrounding nature within, offers a perfect base to customise ones home.

1

Vestibule

5

2

Kitchen

6

Washrooms

3

Hall

7

Helper’s room

4

Courtyard

8

Verandah

Bedroom


THANKS Elaborate details of specific projects on request.

spandaindia@gmail.com

+852-68704010


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.