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.
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Summer with hot days and cooler nights te
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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
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RESPONSE
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tri The site prioritizes the existing pedestrian connection of the Bijlmer es ed ep
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t ori the ground and shifting the green Arena while offsetting the station into Pri
and daylight deep into the circulation spaces. E
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Pri N TIO TA S AY TRO ILW ME Prioritize movement + RA pedestrian
Current movement via the plaza
ion
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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
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E T I T S
Utilizing the maximum transport capacity of pod transfer: 60 passenger and 60 cargo S pods per hour.
HE
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Serve as a hinge at AMSTERDAM to fold LONDON into PARIS. o et
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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
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within a CAFÉ.
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OW
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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