HAMED KHALIDI PORTFOLIO
HAMED KHALIDI Master of Architecture Date of birth: Email: Nationality: Current location:
14th May1988 hamedkhalidi@gmail.com Indian Berlin, Germany
EDUCATION 2015 - 2017
Masters of Architecture at Dessau International Architecture (DIA) Anhalt University of Applied Sciences Bauhaus campus, Dessau, Germany
2005 - 2010
Bachelors of Architecture at Rizvi College of Architecture University of Mumbai Mumbai, India
PROFESSIONAL EXPERIENCE 2018.04 - current
Architect ioo Elwardt und Lattermann Architekten, Berlin, Germany
2017.10 - 2018.04 BIM Technician 2016.08 - 2016.10 BuroHappold Engineering, Berlin, Germany 2013.12 - 2015.06 Junior Architect Kapadia Associates & Design LLP, Mumbai, India 2010.12 - 2012.12 Junior Architect ABHIKRAM - PANIKA, Ahmedabad, India 2009.12 - 2010.03 Intern Charles Correa Associates, Mumbai, India
RESEARCH & PUBLICATIONS 2018
On Indoor Air Quality (Berlin: New Dialogues, 2017) // Dr. Gunnar, Dr. Badakhshi, Prof. Ruge and Hamed Khalidi Co-editor, Research and graphic lead
2017
Urbanization, Cities & Environment (Dessau: Hochschule Anhalt, 2017)// Dr. Hartmann and Umweltbundesamt Master Thesis published - ISBN 978-3-9819269-0-3
2017
Integrative Urban Design (Berlin: New Dialogues, 2017) // Dr. Hartmann & Dr. Badakhshi Master Thesis published - ISBN 978-3-9819269-2-7
2016
Urban Walkability - Evaluation research in Berlin // Alvaro Valera Sosa, Dipl. - Ing. Arch. MScPH, TU Berlin Research participant - Documentation mapping the urban walkability disparities in Berlin
2015
Re-Thinking the future student publications Studio project published online - http://bit.ly/2Hk214d
2013
Dharavi: Places and Identities // Dr. Martina Spies, University of Vienna, Austria Research Assistant and Graphic Designer - Research documentation and exhibition design for Dharavi slums, Mumbai
2010
Heritage listing documentation for the MMRDA // Shabbir Khambatty Associates Research Assistant - Documentation and listing of traditional structures for six rural districts around Mumbai
HONORS & AWARDS 2017 2017 2017 2010 2009 2008 2006
Nominated for Best Thesis Project in the Robert Oxman Prize at DIA School, Bauhaus Campus, Dessau Master Thesis project selected for exhibition at the Federal Environmental Agency of Germany (Umweltbundesamt) Delivered the valedictorian speech at the graduation ceremony for Hochshule Anhalt 2017, Bauhaus Aula, Dessau Top 5 nalist for RIBA Norman Foster Travel Fellowship 2010 by Rizvi College of Architecture, Mumbai Winner for RIBA National Design Competition “Translating Traditions”. Top 10 entry for IAHH International Student Design Competition in ‘08 Received a scholarship from Sir Ratan Tata Institute for excellence in education for the year ‘05-’06
SOFTWARE AND TECHNICAL SKILLS Advanced
Autodesk AutoCAD Autodesk Revit Architecture Google Sketchup Microsoft Ofce Adobe Photoshop CorelDRAW Graphics Suite Autodesk Navisworks Manage Autodesk FlowDesign Sketching Model making
Basic
Graphisoft ArchiCAD Rhinoceros 3d + Grasshopper Adobe InDesign Autodesk AnsysFluent FL Studio
Languages
English (uent) German (Basic-A2 Level) Hindi (uent-native) Urdu (native)
REFERENCES Academic
Professional
Dr. Gunnar Hartmann - Master Thesis rst advisor gh@newdialogues.com
Kiran Kapadia (Kapadia Associates & Design LLP) - Former employer kiran@kapl.in
Peter Ruge (Ruge Architekten) - Master Thesis second advisor ruge@peter-ruge.de
Nimish Patel (Abhikram-Panika) - Former employer abhikram@abhikram.com
Akhtar Chauhan - Bachelor Thesis advisor akhtarchauhan47@gmail.com
Rod Manson (BuroHappold Engineering) -Former employer rod.manson@burohappold.com Member of Council of Architecture, India CA/2013/59007
PROJECT CHRONOLOGY AKADEMISCHE PROJEKTE
PROFESSIONELLE ARBEIT
2009-2010
2009-2010
Mumbai University, India
Charles Correa Associates, Mumbai, India
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Rehabitilation scheme for Dharavi slum, Mumbai, India Center for cricket information and development, Mumbai, India RIBA National Design Competition “Translating Traditions” [Winner]
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Mahindra & Mahindra Research Valley, Chennai, Indien Champalimaud Center, Lisbon, Portugal Ismalili Center, Toronto, Canada
2015-2017
2010
DIA, Hochschule Anhalt, Dessau, Germany
Shabbir Khambatty Architects, Mumbai, India
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Studio Reconquest: Vision for Karl-Marx-Allee, Berlin, Deutschland CFD Analysis for Institutional building in India Urban Walkability Analysis for Kreuzberg, Berlin, Germany Co-Production + Co-Living, Ostkreuz, Berlin, Germany Settlement Design using CFD analysis in Dasht-e-lut Desert, Iran Fresh Air, Inside: Improving Indoor Air Quality in Mumbai, India
Ÿ
Heritage listing documentation under MMRDA, Mumbai
2010-2012
ABHIKRAM - PANIKA, Ahmedabad, India Ÿ Ÿ Ÿ Ÿ Ÿ Ÿ Ÿ Ÿ Ÿ Ÿ Ÿ
Auroville Language Lab & Tomatis Therapy Center, India Monsoon Lake Palace Resort, India Lake House on a hill, Mt. Abu, India Barwada Palace & Resort, India Ghat-ki-Guni Revitalization Masterplan The Claridges Bharatpur Palace, India Residence at Ahmedabad, Gujarat, India Extension for Rachana Primary School, Ahmedabad, India Our City Ourselves Vision 2030, Ahmedabad, India Indian Institute of Management Udaipur Indian Institute of Technology Jodhpur
2013
Dr. Martina Spies, Fachhochschule Wien, Österreich Ÿ
Dharavi: Places & Identities, Research Documentation, Mumbai, India
2014-2016
Kapadia Associates, Mumbai, Indien Ÿ Ÿ
Lodha: The Park Towers, Mumbai, India TATA Adwita Masterplan, Kolkata, India
2017-2018
BuroHappold Engineering, Berlin, Deutschland Ÿ Ÿ
European Investment Bank Headquarters, Luxemburg Überseequartier HafenCity, Hamburg
2018 - current
ioo Elwardt und Lattermann Architekten, Berlin, Deutschland Ÿ Ÿ Ÿ Ÿ Ÿ Ÿ
Albert-Kuntz-Str., Berlin Hellersdorf-Marzahn Potsdamer Str., Ludwigsfelde Fliegerhorst Staaken Kienbergstr., Berlin Hellersdorf-Marzahn Wettbewerb Zossener Straße Hohensaatener Str., Berlin Hellersdorf-Marzahn
FRESH AIR, INSIDE Improving the indoor air quality in Mumbai Academic Project | Master Thesis Site Location: Mumbai, India Completed: June 2017 Type: Commercial, Thermal comfort, Passive Cooling Area: 420 sq.m. Professor: Dr. Gunnar Hartmann & Prof. Peter Ruge (Ruge Architekten)
The intent of this project is investigate into areas that act as the source and spread of indoor air pollutants, and propose strategies to combat them. An analysis of building facades, building skins, building materials, air ltration techniques (natural and mechanical) and crucially, building ventilation systems. The proposal investigates these layers and reinvents new strategies that are tested on a highoccupancy indoor environment - an office building in Mumbai. The site selected is in a mixed-use neighbourhood, however the building is designed as a typological prototype - becoming a model that may be tested in other contexts and conditions. Passive cooling is a proven natural ventilation system that uses minimum energy and provides maximum air change cycles. The system uses the natural air current to provide thermal comfort to the building, while ensuring a consistent evacuation for the indoor air pollutants. A careful selection of building materials reduces the sources of pollutants, while natural and mechanical air filters constantly lter the indoor air to make the environment healthy and habitable.
Nominated for Best Thesis award in the Robert Oxman Prize, DIA, Dessau
Published in Urban design source book (Hartmann and UBA, Urbanization, Cities & Environment (Dessau: Hochschule Anhalt, 2017)) [ISBN 978-39819269-0-3]
Selected for exhibition at the Umweltbundesamt (Federal Environmental Agency of Germany)
Published in Research series (Badakhshi and Hartmann, Integrative Urban Design (Berlin: New Dialogues, 2017), 32–41) [ISBN 978-3-9819269-2-7]
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Ground storey covers entire extent of permissible plot area . Structural Windcatchers oriented towards prevailing wind direction.
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Volumes are added with a attention to climate and urban adaptability
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Windcatchers equipped with Ionisation ďŹ lters to clean the air from Particulate Matter and other pollutants.
Clean air travels into underground ducts, that dehumidify the air using silica gel, alumina gel and activated alumina, or liquids like triethylene glycol.
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A system of inlet and outlet ducts are arranged that ventilate the air-tight building.
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The outlet ducts are located on sun-exposed facades, so as to intentionally heat them to draw warm air current outside the building.
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The warm air is replaced by cool air that is drawn into rooms through the inlet ducts. The air in the room is further cleansed using plant ďŹ lters.
Adjustable screens, louvers and canopies lower the solar radiation on the building skin
Vermiculite finish on slabs for waterproofing
Lightweight concrete floor with steel frame
Bentonite lime plaster on the exterior
Carbon soot extracts from ionisation process is converted to usable ink for use
Screens covered with prosolve370e which breaks down pollution to water Walls are of hollow foam concrete blocks
Exploded isometric view showing skeletal structure and system of inlet and outlet ducts
Street level- Fab lab and cafe
Third / Fourth level- Open plan oďŹƒce
Second level- Multipurpose hall
Roof level- Open air cafe
Open-Floor plans illustrating varied use of spaces on each level
Building section illustrating passive cooling combined with air ď€ ltration systems
1. 25mm floor finish 2. 40mm bedding 3. 75mm screed 4. 43mm lightweight concrete 5. 50mm thick mineral wool insulation w/ 12mm thick VOC resistant finish 6. Steel section (ISMB 100) 7. Concrete beam 8. Channel holding sliding frame 9. Lattice screen 10. Concrete lintel 11. Fixed window 12. Pivoted window 13. 50mm thick stone lintel 14. 190mm thick foam concrete block walls 15. Louvres for hot air 16. 50mm stone sill 17. Outlet duct for hot air
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Wall Section showing the pivot window detail
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Wall Section showing the Outlet air ducts
Street view of the typological building
Open-plan design allows various functions on every level
STUDIO RECONQUEST: VISION FOR KARL-MARX-ALLEE Urban Design and Intervention Academic Project | Master program, Studio project Site Location: Berlin, Germany Completed: January 2016 Type: Urban Design, Landscape Design Area: 1.5km long boulevard
The Karl-Marx-Allee is a monumental socialist boulevard built by the GDR between 1952 and 1960 in Berlin Friedrichshain and Mitte. Today the boulevard is known for its wide underused parking lots. Its heavy car infrastructure disconnects the neighbourhoods from themselves and the city. The Design Proposal offers a variety of functions that repair these broken connections as well as provide a platform for exchange between these neighbourhoods and the rest of the city - a re-conquest over our car-ravaged cities. The proposal focuses on creating Private, Semi-Private and Public spaces. Public activities, such as Markets, Exhibition spaces, Sports infrastructure etc, are planned along the edges of the boulevard, thus linking it with the rest of the city. The design is laid out on a triangular grid allowing free modulation of spaces, while visually and physically linking the broken connections between the neighbourhood.
Published on the "ReThinking the future" online platform
A car-centric boulevard is reclaimed for the neighbourhood residents
A 25 meter wide parking strip in the middle of the boulevard isolates the residents at either end - the quality of neighbourhood space is disrupted. The grandeur of the Karl-Marx-Allee is lost as it becomes an island in a sea of cars.
Wide over expansive green spaces are heavily disproportionate, and oer little in terms of quality of outdoor space. The parking island further disconnects them and leaves them isolated.
The green spaces need to be inversed with the areas dedicated for cars. More green outdoor spaces will repair these broken connections.
A dynamic pedestrian friendly program will inject life into the boulevard. Linkages and connections will be created through landscape elements while maintaining transparency and porosity so as to not take away the grandeur of the boulevard.
Creating linkages & connections The neighbourhoods are visually and physically linked using a diagonal network, allowing for more interaction
Using a Grid to develop areas A triangular grid is used to further break up the areas, allowing exibility using a modular system of design
Landscape (open area)
Landscape (semi-covered pavilion)
Information center
Landscape (informal area)
Skate park
Temporary / Permanent / Flash markets
Dog park & Leisure garden
Electric car charging station &
CafĂŠ and shops
Multi-functional sports court
Covered
Pergola
Translucent
Possible variations of space using the triangular form
Peeled
Gabled
Built-form Permanent Market Information Center Multi-functional Sports court Shops CafĂŠ
Semi-open spaces Pavilions Gathering areas Exhibition areas Viewing decks Temporary & Flash Markets
Open spaces Landscape areas Informal gathering areas Dog park Skate park Jogging trails Bike trails Electric car charging station Children’s playareas Outdoor Amphitheatre
Cycling tracks are integrated with pedestrian tracks, encouraging residents from nearby neighbourhoods to participate
Combinations of open and semi-open spaces act as break-out areas for the commercial areas within the neighbourhood
STUDIO CO-PRODUCTION + CO-LIVING: SEEDS OF COMMUNITY Community Architecture and Design Academic Project | Master program, Studio project Site Location: Ostkreuz, Berlin, Germany Completed: June 2016 Type: Mixed-use, Urban Agriculture Area: 28,700 sq.m. Professor: Johannes Kalvelage
The task in the studio was to build a mixed use program which involves both the production and living components. Communities that share common work ethos tend to live closer together. Taking these factors of community orientation, I developed a program where urban agriculture would be the production component. The basic living unit was first designed, which included smaller production areas for kitchen production, gardening or rooftop farming. These small living blocks were combined to make the first level of community - 4 living blocks together sharing one community space (for cooking and interacting). This 4-block community was then combined with other 4-block communities, thus creating the second level of a community. These larger communities would include certain additional infrastructures, storage facilities, community kitchens, workshop spaces and libraries. Finally, the third level of community combining larger community modules include open farming, aquaponics, floriculture and larger gathering spaces. The agriculture chart was designed using the context of Berlin as a palate. Every architectural space on the site is treated as a food-production area, with its own respective range of fruits, vegetables or herbs.
Clusters were arranged that configured community development and activities
Clusters were then configured in various iterations and densities to find an appropriate scale and size for interaction and development.
The clusters were broken down into smallest possible configurations and developed incrementally.
This process was repeated for different forms to find the maximum density that allows daylight penetration as well as open space for food production.
A hexagonal form for the smallest living cluster ensured maximum utilisation of space and flexibility in form to allow for more food production areas, while achieving density.
The final layout was a result of various iterations that resulted in a homogenous and harmonious mix of living and work spaces for food production.
Shared Living
Private Apartments
Parking
Solar panels
Community Dining Hall Kitchen
Cooking Studio
Guest House
Multipurpose
Schools + Workshop
Library
Service
Agricultural Lab
Equipment
Equipment
FruitVegetable Handling
Seed Bank Aquaponics
Beekeeping
Agriculture
Community Gardens
Greenhouse
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4 1. Private living space (43.5 sq.m.) 2. Private food production (2 x 12 sq.m.) 3. Common kitchen between 5 living spaces (45 sq.m.) 4. Community food production 5. Community library 6. Health center 7. Maintenance & storage 8. Aquaponics center (150 sq.m.)
Larger cluster Plan The smallest cluster includes 5 living units and 1 common kitchen area. The next cluster consists of 4-5 of these clusters, supported by other community activities. This creates layers of community, where food production area also increases in size and distribution.
Each cluster comprises of 5 living units and 1 shared kitchen space
Clusters on sun-facing facades, have common greenhouses where plants and herbs can be produced
Roofs are lined with solar panels to generate electricity
Community oriented spaces such as a community library and workshop spaces are part of the larger clusters
Larger clusters have larger shared food production areas
Exploded isometric shows variations of clusters in height Each cluster’s density depends on daylight penetration into food production areas
View of the shared living clusters Heights are adjusted to draw more sunlight into common courts. Roof levels are greenhouses to take advantage of sunlight.
View of the shared living cluster Social and food production spaces are integrated
CENTER FOR CRICKET INFORMATION AND DEVELOPMENT Sports Facility with Museum and Exhibition Spaces Academic Project | Bachelor Thesis Site Location: Bandra, Mumbai, India Completed: November, 2009 Type: Institutional, Sports, Public Area: 11.4 acres Key Concepts: To design a space for celebration that boosts community interaction & urban regeneration, Evoke a sense of unity & awareness.
Cricket is the de-facto national sport of India, and its development has been closely tied up with the history of the country. It can be said that cricket has become synonymous with the identity of being an Indian sports enthusiast. Mumbai was selected as the site for the Cricket Development Center, as its roots in India are traced here. The site is surrounded by civic amenities such as schools, colleges, hospitals, hotels, residential complexes, bus stops and the newly-crowned landmark of Mumbai – The Bandra-Worli sea link. The bulding is designed keeping in mind the various functions. All the sports and training facilities are on the ground floor, closer to the ground, whereas the public facilities are on the first floor. Maintaining sight lines the center of the pitch, so that its visible from each room in the complex, the spaces are laid out in a spiral fashion putting focus on the playing field. The program is divided mainly into 3 categories. Information – Houses a museum which will illustrate the influence of the sport in the country, its entry into India, its spread and the various levels at which it is played. Exhibition halls and an auditorium is also provided. Training and Workshops – Fully equipped indoor and outdoor facilities, Gymnasium, swimming pool, spa/sauna/massage centre and corresponding indoor sports(squash and table tennis) for overall development. Link centres – Proposal of more centres in other cricket frenzy states. Broader design aims and objectives include providing a cost-effective and low maintenance facility, large landscaped open green spaces to support community recreational facilities, and complimentary development for urban regeneration.
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1. Entrance 2. Auditorium 3. Exhibition / retail shops 4. CafĂŠ 5. Swimming pool 6. Spa / Sauna 7. Gymnasium 8. Classrooms 9. Indoor cricket pitch 10. Cricket pitch 11. Spectator box 12. Locker room 13. Parking
Materplan
TRANSLATING TRADITIONS RIBA National Design Competition [Winner] Academic Project | National Competition Site Location: Sidhpur, Gujarat, India Completed: March, 2010 Type: Documentation, Adaptive Re-use Result: Winner (in a group of two) Brief: A two-stage competition where the first part was to identify a built-form that displays Traditional characters, aesthetics & language. The second part was to adapt the characters in response to contemporary needs & requirements.
The site selected is in the town of Sidhpur, which is located in west of India. The climate of the region is extremely hot and dry characterized by low humidity and high heat radiation. The First stage of the competition was to document an existing builtform that demonstrated Traditional values and concepts. A residence was selected for this. The various hierarchy in spaces displayed variances in function & intimacy. The ‘otla’ is a three bay space where the central bay houses the plinth steps and the other two bays serve as sitting spaces. The ‘dehli’ houses the common services for the entire floor and is a transition space unique to Bohra dwellings. The space following dehli has a court for stack ventilation and light. The ‘baharni parsal’ is an extension of the chowk and is a semi-enclosed space. ‘Andarni parsal’ is a private space for sleeping and resting area for the women. The ‘ordo’ is a personal space which exhibits cultural beliefs and economic status. The staircase from the dehli leads to the upper floors followed by the ‘chowk’ (court). On either sides of the chowk are ‘ordas’ (sleeping unit for married couples and their children) thus it is each family’s personal domain. The second stage included the proposal of design aspects that retained the traditional heritage in a contemporary setting: -Space utilization: Built-in storages, porous screens, modular furniture and wide lofts allow maximum space utilization. -Ornaments, moldings and cornices have been retained in the design but with the understanding of it as a means of non-verbal communication. Sandstone blocks have been used as a building material in the facade of the house. -Wells and tanks have been retained in as techniques for water harvesting - Foldable walls will allow space for exible use and result in expandable rooms. - Jack-arch oor system has been used as a ooring system. It has good heat insulation properties and good resistance to rainwater penetration.
India
Sidhpur
Dehli +1025
Court +975
Baharni parsal +1025
Andarni parsal +1025
Ordo +1025
Street
Otla +425
(Top) Proposed Street view and (Bottom) Section showing various levels inside the house
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Ground floor plan of the existing rowhouse (adjoining rowhouse in dotted)
1. Otla (Porch) 2. Dehli (Covered porch) 3. Courtyard 4. Baharni parsal (Dining area) 5. Andarni parsal (Living room) 6. Ordo (Private room) 7. Toilet 8. Kitchen 9. Store
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Detail of wooden staircase
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Detail of wooden window with glass panel
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Ground floor plan of the proposal (showing twin houses)
1. Otla (Porch) 2. Dehli (Covered porch) 3. Courtyard 4. Baharni parsal (Dining area) 5. Andarni parsal (Living room) 6. Ordo (Private room) 7. Toilet 8. Kitchen 9. Store
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1. Otla (Porch) 2. Dehli (Covered porch) 3. Courtyard 4. Baharni parsal (Dining area) 5. Andarni parsal (Living room) 6. Ordo (Private room) 7. Toilet 8. Kitchen 9. Store Section & Elevation of the existing house
mangalore tiles
9 wall cabinets with glass paintings to illuminate the room
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jack-arch flooring for additional strength
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1. Otla (Porch) 2. Dehli (Covered porch) 3. Courtyard 4. Baharni parsal (Dining area) 5. Andarni parsal (Living room) 6. Ordo (Private room) 7. Toilet 8. Kitchen 9. Store Section & Elevation of the proposed house
ALBERT-KUNTZ-STRAßE Residential | IOO Elwardt + Lattermann Architekten
Professional Work| IOO Elwardt + Lattermann Architekten Location: Albert-Kuntz-Str. 50-58, Marzahn-Hellersdorf, Berlin Timeline: April 2018-April 2019 Type: Residential | Affordable housing 248 Apartments, BGF ca. 23,300 sq.m. Aspects covered by me: LP 5-7, Construction drawings and coordination, 3D-Modelling
284 new rental apartments for STADT UND LAND Berlin are being built on Albert-Kuntz Strasse at the corner of Louis-Lewin-Strasse in Berlin Hellersdorf-Marzahn. The plot consists of eight apartmentblocks with commercial units on the ground floor. The new buildings complete a large, car-free courtyard that forms the green lung and the central meeting point of the building complex. With its immediate proximity to the Louis-Lewin-Straße underground station and fifty percent subsidized apartments, the project on AlbertKuntz Straße makes a meaningful contribution to solving the tense situation on the Berlin housing market. I have worked extensively on almost all drawings and details for this project. This included coordination with consultants, our team leader and on-site coordination for execution details.
No.
subsidized barrier-free
1-Room apartments ca. bis 40 m²
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23
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2-Room apartments ca. 40 bis 60 m²
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56
10
3-Room apartments ca. 54 bis 77 m²
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46
82
4-Room apartments ca. 82 bis 95 m²
30 17 3 __________________________ 284 50% 34%
Photo taken on site 11. September 2019
H3
H4
H5
Kabine 2,10x1,10
16 x 265 x 185
16 x 265 x 185
16 x 265 x 185
Kabine 2,10x1,10
Kabine 2,10x1,10
4 x 265 x 185
Kabine 2,10x1,10
16 x 265 x 185
H2
16 x 265 x 185
116,69 m2
Kabine 2,10x1,10
H6
93,20 m2
16 x 265 x 185
84,09 m2
Kabine 2,10x1,10
H1 137,24 m2 13,70 m2 14,29 m2
21 x 265 x 185 15 x 265 x 185
17,77 m2
12,25 m2
2,27 m2
5,19 m2
H7
Kabine 2,10x1,10
2,10 m2 16 x 265 x 185
247,16 m2
34,89 m2 5 x 265 x 185
Kabine 2,10x1,10
5,06 m2
20,33 m2
3,89 m2
5,18 m2
11,55 m2 16,02 m2
77,71 m2
2
14,92 m
2
15,59 m
8,15 m2
8,71 m2
H8
1 Room apartments 2 Room apartments 3 Room apartments 4 Room apartments Commercial units Masterplan ground oor
H3 Eingang 8 90
TV
6
6 7
90
120
5
7
6
5
90
1
3
1
3
120
TV
120
90
120/120
2
2
2
6
3 1
2 10
3
16 x 265 x 185
3
7 TV
7 9
1
2
1
150/150
1
6 TV
7 8
TV
2 5
8
7
6
8
Haus 3 Floorplan Ground oor 8 90
TV
7
5
5
8
6
6
5
7
6
120 90
TV
120
4 1
3
2
3
1 50
2
150/150
3
7
16 x 265 x 185
150/150
6
7
TV
1
TV
3
9
2
8
TV
5 6
2
1
10
1 7
3
120/120
1
TV
8
2
2
6
7
8 120/120
8
Haus 3 Floorplan Upper oor
1 Corridor 2 Store 3 Toilet 4 Powder room 5 Room 6 Bedroom 7 Kitchen-Living 8 Balcony 9 Lift 10 Staircase
4.OG
3.OG
2.OG
1.OG
113 EG
Lรถschwassereinspeisung
UG
6.OG
5.OG
4.OG
3.OG
2.OG
1.OG
EG
UG
Elevations, Sections
3d Axonometric view
15
45
85
2-lagig Beplankung z.B. Knauf Bauplatte D112 Grundprofil CD 60/27
05
13
25
12 5
+2,29
Pfosten z.B. Schüco FW 50+ 322270 75
55
3 25 12
5
4
+2,33 UK Sturz
+2,32 55
Riegel z.B. Schüco FW 50+ 322330
25
05
20
25
15
55
25
20
+2,62
Kreuzverbinder für CD 60/27 Tragprofil CD 60/27
Bäder Wohnungen H6-03 Erdgeschoss 1,5 cm Fliesen / Feinsteinzeug 30 x 60 cm R9/B inkl. Kleber, zementäre Spachtelmasse mit Dichtfunktion 5,5 cm Estrich schwimmend CT-F4 0,2 cm 1 Lage PE-Folie als Dampfsperre 2,0 cm Trittschalldämmung EPS 040 DES sm, SDi≤20MN/m³ z.B. Isover EPS 6,0 cm Installationsebene EPS 035 DEO dg 16 cm Wärmedämmung EPS 035 DEO dm z.B. ISOVER Bodendämmplatte 20 cm Stahlbetondecke C25/30 EG-H6-03 Randdämmstreifen
≥15
52
Bad
-0,74
5
2 5 1
555
5
-0,93 OKFB
2
Referenzhöhe +0,00
51
15
16
31
6
2
-0,95 +60,25 üNHN
Innen
Außen
Gitterrost Maschenweite 30/10 z.B. GI-RO Rinne z. B. ACO Profiline
Hochpunkt +0,40
OKRD -0,15
20
20
20
20
Perimeterdämmung bis UKRD
Keller unbeheizt
Stahl L-Winkel verzinkt und beschithtet (gem. Statik)
Estrich mind. 6,5 cm (DIN 18560-2)
2
Wärmedämmung WLG 035 z.B. Isover Topdec DP3
75 15
10
Sockelleiste Feinsteinzeug Zuschnitt
-2,75 (H1) -2,97 (H2-3-4-5) -3,71 (H6-7-8) -2,775 (H1) -2,995 (H2-3-4-5) -3,735 (H6-7-8)
8
Keller unbeheizt
25
6
24
25
05
Vorschlag
Kellerboden / Erdreich staubbindender Anstrich 2,5 cm Zementestrich als Verbundestrich 60 cm Stahlbetonsohle WU C30/37 5,0 cm Sauberkeitsschicht
5
5
Erdreich
Erdreich
1,00
60
60 5
625
60 5
675 525 8
5
525 8
755
90
-3,07 (H2-4-5) -3,81 (H6-7)
1 2 55 15
10
Treppenhaus UG / Erdreich Kellerboden Treppenhaus / Erdreich 1,5 cm Belag Feinsteinzeug 30x60 cm R9 inkl. Kleber 5,5 cm Estrich schwimmend CT-F5 2,0 cm Trittschalldämmung EPS 040 DES sm, SDi≤20MN/m³ z.B. Isover EPS 1 cm 2 Lagen Abdichtung G200 S4 nach DIN 18533 (W2.1-E) 52,5 cm Bodenplatte C25/30 8,0 cm Dämmlage Styrodur 3035 CS PB-dh 5,0 cm Sauberkeitsschicht Randdämmstreifen Treppenhaus UG -2,97 (H2-4-5) -3,71 (H6-7)
Gewerbe EG H7-H8/ Erdreich 1,5 cm Belag Feinsteinzeug 30x60 cm R9 inkl. Kleber Vorschlag 7,5 cm Estrich schwimmend CT-F4 (5kN/m²) 0,2 cm 2 Lagen PE-Folie als Dampfsperre 2,0 cm Trittschalldämmung EPS 040 DES sm, SDi≤20MN/m³ z.B. Isover EPS 6,0 cm Installationsebene EPS 035 DEO dg 8,0 cm Wärmedämmung XPS 035 DEO 2 Lagen Abdichtung G200 S4 nach DIN 18533 (W2.1-E) 60 cm Bodenplatte C25/30 5,0 cm Sauberkeitsschicht H7-8 Randdämmstreifen Gewerbe ±0,00 (H2-3) -0,93 (H8)
Gefälledämmung EPS032 DAA dh
Traufblech als Stützblech
3 mm Gefälle
Referenzhöhe +0,00
Ø 18
Bohle ca. 3cm
Ø 16
+0,12
Außenwand-Luftdurchlass 1 cm mineralischer Putz (Struktur 1,5 mm) 14 cm Dämmung Mineralwolle WLG 036 0,5 cm Kleber 17,5 cm Mauerwerk KS-P 202.0 DM 0,5 cm Spachtel Q2 Raufasertapete Außenwanddurchlaß ALD-R160
mind. Ø 295
Kiesfangleiste z.B. Zinco KL 140/160
35
15 39 175
05
14
1
Außen
05
Innen
außenseitig in Fassadenfarbe besichtet OK ALD = Fenster Sturz
Dämmung Mineralwolle WLG 036 20
14 mineralischer Putz (Putzstruktur ≥2 mm) Perimeterdämmung XPS WLG 036 bis UKRD
Wohnung EG
±0,00 +62,87 müNHN
OK Gelände ca. -0,025
trittfest Dämmung z.B. Styrodur 4000 CS Riffelblech 4mm Alu
46
15
25
2
Isokorb z. B. Halfen hit ISO-ELEMENT Perimeterdämmung z.B. XPS WLG 036 Verblechung z.B. Stahl verzinkt 1.5mm Dichteben Flüssigkunststoff
≥30
Bauwerksabdichtung gem. DIN 18533
20
ISO Kimmstein
Stahlbeton WU C25/30
Fahrradkeller UG (unbeheizt) 30
14
Wandanschlussprofil z.B. Alwitra
Belag Feinsteinzeug
42
2
12x12
2
15
2
20 Kante Treppenauge Betonfertigteil
-0,35
-0,55
Some details prepared for this project by me
dauerelastische Fuge Stahlbetondecke Wärmedämmung Trittschalldämmplatte
20
11 5
20
135
>15
Wasserfangkasten z.B. Dachrinnen DN70
16
35
6
135
OK -0,025
15
Gefälledämmung (>2%) z.B. M. WLG 032 Dampfsperre gem. DIN 18195
15
dauerelastische Fuge elastomer Auflager > 45dB
55
mind. 30 Balkon-Direktabläufe mit Rohrdurchführung z.B. LORO Serie H DN70
Estrich
Perimeterdämmung Abdichtungsbahnen 2-lagig gem. DIN 18195 z.B. PYE/PV 250 S5 Bautenschutzmatte z.B. DAMTEC sonic
2
Stahlbetondecke C25/30
POTSDAMER STRAßE, LUDWIGSFELDE Residential | IOO Elwardt + Lattermann Architekten
Professional Work| IOO Elwardt + Lattermann Architekten Location: Potsdamer Str. 80-82, Ludwigsfelde, Berlin-Brandenburg Timeline: April 2018-April 2019 Type: Neubau einer Wohnanlage 48 WE, 3 Commercial units | BGF ca. 5.220 sq.m. Aspects covered by me: LP 5-7, Construction drawings, 3D-Modelling
In Ludwigsfelde, Brandenburg - with the construction of two apartment buildings and fourteen rowhouses, a vacant lot transforms a busy, commercial street to a residential area. On behalf of Laborgh Investment GmbH for STADT UND LAND, a residential complex in block-edge development is being built along the central Potsdamer Strasse leading through Ludwigsfelde, which houses a total of 119 new apartments and seven commercial units. On the remaining area of the property, row houses are planned in two connected rows of buildings. Each house has around 124m² of living space and has two full floors and a staggered floor. With a spacious living room on the ground floor and four bedrooms on the upper floors, a wide variety of lifestyles are conceivable. The scheduled completion is at the end of 2020. I have worked extensively on almost all drawings and details for houses 80 and 82. This included coordination with consultants, our team leader and execution details.
2 Room Apartment ca.40 bis 60 m² 3 Room Apartment ca. 54 bis 77 m²
No.
barrier-free
14
8
34 26 __________________ 48 34
Photo taken on Site 11. September 2019
10 Gewerbeparkplätze 65
66
64
61
62
63
G
10
G
RA
RA
58
59
60
G
57 G
Mulde
56 G (R)
Stele Ausfahrt 54
55 G
15
G
53 G
52 G
51
G
RA
RA
19
Schranke Stele Zufahrt
50 22 STG 19 / 265
50
50 22 STG 19 / 265
2,2%
2,2% 150
150
Signal Ampel
80 80
82 82
Grundstücksgrenze
50
150
150
8 Fahrradstellplätze
8 Fahrradstellplätze
Maserplan Houses 80-82 Floorplan Ground oor
1
1
50 22 STG 19 / 265
9
50
8
2,2%
150
150
Haus 82 Floor plan Ground oor
1 Corrdior
4 Room
7 Balcony
2 Room Apartment
2 Store
5 Bedroom
8 Lift
3 Room Apartment
3 Toilet
6 Living room
9 Staircase
Commercial units
7
7
90
4
5
4 6
5
6 7
7
2
1
3
9
2
2
1
3
22 16 STG 19 / 265
2 8
6
1
1
3
2
4
1
3
6
5
3
2
1
3
6
5
4
5
5 7
7
Haus 82 Floor plan Upper oor
7 /
4
4
7
5
6
5
16 STG 19 / 265
9
2
8
2
1 2
3
1 3
6
3 1
5
1
2
3 6
6
7
4
7
7
5
7
Haus 82 Floor plan Penthouse oor
1 Flur
4 Zimmer
7 Balkon / Loggia
2 Zimmer Wohnung
2 Abstellraum
5 Schlafen
8 Aufzug
3 Zimmer Wohnung
3 Bad / Duschbad
6 Wohnen + Kochen
9 Treppenhaus
Gewerbe
SG
3.OG
2.OG
1.OG
2,2%
SG
3.OG
2.OG
1.OG
EG
Sections
EG
3d Axonometric view
Streetside Facade
Dachaufbau 23,5 - 44,5 cm 0,5 cm 2. Abdichtungslage: Elastomerbitumen - Schweißbahn, vollflächig verschweißt, Trägereinlage Polyestervlies PYE PV 250 S5 0,5 cm 1. Abdichtungslage: Elastomerbitumen - Unterlagsbahn, kaltselbstklebend, Trägereinlage Verbundträger PYE G 200 DD 0-21 cm Gefälledämmung EPS 035 DAA ds (2%) 22,0 cm Grunddämmung EPS 035 DAA ds 0,5 cm Dampfsperre, sd> 1500, inkl. Bitumen-Voranstrich 20,0 cm Stahlbetondecke C25/30
1. OG Wohnung-Bad / Gewerbe (≥ 58,4 dB)
Wärmedämmung über Fuge getrennt
1,5 cm
Schleppstreifen mind 20cm
.
6,5 cm 0,2 cm 3,5 cm
≥20
2%
2%
4,0 cm 20 cm 0,3 cm
Fliesen / Feinsteinzeug 30 x 60 cm R10/B (Fabr. Villeroy & Boch, Serie Groundline gem. Farbkonzept Architekt) inkl. Kleber und zementäre Spachtelmasse mit Dichtfunktion Heizestrich schwimmend CT-F4, Randdämmstreifen PE-Folie Tackerplatte EPS-T 045 DES sm, SDi≤20MN/m³ z.B. Schütz Tackersystem ultra-takk PRO EPS-T 35-3 Installationsebene EPS 035 DEO dg z.B. Isover EPS Bodendämmplatte Stahlbetondecke C30/37 Spachtelputz Q2
Bad 01.OG
35
155
65 15
OKFB 1.OG + 4,25
+16,105
95
20
+3,895
+15,905
615
15
20
4
575
15
615
355
4
+ 4,095
Gewerbe EG
+3,28
+11,31
125
27
Schleppstreifen
15
Flachstahl 60/15 mm verzinkt und beschichtet Flachstahl 50/10 mm verzinkt und beschichtet Verblechung aus Titanzink OSB Platte 2,4cm +11,175
5
+3,50
integrierte Markise
325
Abstandsmontage mit thermischer Trennung z.B. fischer Thermax 16/170
3
8
1
+11,075
3
≥5
8
5
5 1 +3,295
L-Winkel Befestigung und Abschlussprofil gem. Fassadenhersteller Ankerplatte 120/60/10mm
Riegel z.B. Schüco FW 50+ Pfosten z.B. Schüco FW 50+
155
20 6
14 dauerelastische Dichtung Schutzblech
10
≥10
10
6
14
05
14
1
Filigranwand 2x Betonfertigplatte 6cm Ortbeton 8cm ≥2
Abdichtung Bitumen-Schweißbahn Perimeterdämmung XPS 035
4
(95) 1 11 5 05 2
2,0%
14
05
05
315
2,0%
Notüberlauf DN 50 als Wasserspeier z.B. Loro Wasserspeier mit Flansch Einzelabläufe DN 50 einteilig, mit Anschlussmanschette Ausführung mit Wärmedämmung Auslauf seitlich z.B. Loro-X Serie E
1
±0,00
05
-0,02
Stahlwinkel und Anschlussprofil Fußpunkt gem. Fassadenhersteller
05
Türrahmen lichte Öffnung mind. 1,00 Fassadenrinne z.B. ACO Profiline
3 25
+10,41
Hartschaumdämmung XPS 035 12cm 155
20
155
+0,89
17,5 KS + WDVS EPS 035
+5,13
0,5 cm 17,5 cm 0,5 cm
Flachstahl 60/15 mm verzinkt und beschichtet Verblechung aus Titanzink OSB Platte 2,4cm
+0,58
15 (max 16)
Balkonbrüstung aus Faserzement z.B. EQUITONE 12mm beidseitig sichtbar beschichtet Flankendämmung MW035 6cm Querholm QRO 50/50/6,3 mm Stahl verzinkt und beschichtet
Brandriegel Mineralwolle 035 nicht brennbar
20
+4,995
Lattenabschnitte / Dämmung
1 10
EG Wohnung-Wohnraum / Erdreich
425
40
5,0 cm
60
OK Terrassen EG +0,08
2x Flachstahl 150/60/10 an der Kopfplatte verschweißt Befestigungselemente mit Kunststoff Flüssigabdichtung bestreichen
Feuchtigkeitsperre / Schlämme
≥5
OK Gelände -0,02
OKRD Wohnen -0,045
Blechabschluss z.B. Stahl verzinkt 0,5mm
≥ 10
20
Schutzschicht (z.B. vlieskaschierte Noppenbahn)
-0,045
25
65
~1,0%
4
+4,23
Betonplatten ca.40/40/4cm offene Fugen e 4mm Splittbett, Körnung 16/32 mm Drainageschutzmatte (Gummischrot) z.B. DAMTEC sonic drain plus
2
35
+3,895 +3,865 1
105
6
85
15
3
Mörtelbett OKRD Gewerbe -0,18
8
5
15 (65)
0,8 cm 45 cm 5,0 cm
1
6 05
4 1
(6) 1
4,0 cm
Perimeterdämmung XPS 035 14cm (mind. 12cm) bis OK Bodenplatte
≥30
Wandsockelabdichtung Bitumen-Schweißbahn
5
+4,91
75
14
6,7 cm 0,2 cm 3,5 cm
1
15 (max 16)
+0,38
PVC Planke in Holzoptik, Beanspruchungsklasse mind. 23 inkl. Kleber und Spachtelung Heizestrich schwimmend CT-F4, Randdämmstreifen PE-Folie Tackerplatte EPS-T 045 DES sm, SDi≤20MN/m³ z.B. Schütz Tackersystem ultra-takk PRO EPS-T 35-3 Blechabschluss Installationsebene EPS 035 DEO dg z.B. Stahl verzinkt 0,5mm z.B. Isover EPS Bodendämmplatte Pfosten QRO 50/50/6,3 mm 2 Lagen Abdichtung G200 S4 nach DIN 18533 (W1.1-E) Stahl verzinkt und beschichtet Bodenplatte C25/30 Stahlblechwanne 3mm verzinkt Wärmedämmplatte XPS 034 PB dx, ca. 70cm, gekantet (33+37) z.B. Austrotherm XPS TOP 70 SF Bitumen-Dampfsperrbahn Sauberkeitsschicht Kopfplatte 130/265/20 mm und Flachstahl 350/130/15 +0,11 mit Verstärkerungsrippe 15mm S235, verschweißt
3
0,5 cm
45
Schattenfuge
3
05
0
mineralischer Putz, Körnung 2/4 mm Dämmung EPS 035 WAP / Dämmung MW 035 WAP nicht brennbar nach Kleber Mauerwerk KS-P 20-2.0-DM Spachtelputz Q2
3 25 3
17
1,0 cm 14,0 cm
15
5
3
14
5
12 (max)
1
335 05
BE RR DN70 3
6 +3,695
Perimeterdämmung XPS 035 6cm bis UK Frostschürze
-0,495
Erdreich
Balkon 1 - 1.OG Nord 33,5 cm
+4,995
5
4 1
6 05
+4,20
05 5 5 25 4 0 1 9
+4,20 2%
4
Stahlblechwanne 3mm verzinkt ca. 80cm, gekantet (43+37)
höchster Pkt. Gefälledäm.
1
Blechabschluss z.B. Stahl verzinkt 0,5mm 155
10 335
15
24
05 05
14
+3,895
195
20
3
OK Balkondecke +3,895
45
Blechabschluss z.B. Stahl verzinkt 0,5mm
+3,865
3 55
+3,895
BE RR DN70
tiefster Pkt. Gefälledäm. 14
15 (max 15 16)
2x Flachstahl 150/155/10 an der Kopfplatte verschweißt
DN 70
15
2%
Kopfplatte 160/150/10 mm
Kunststoff Flüssigabdichtung Aussparung 10/10 Balkonbrüstung für Rohrdurchführung
Brandriegel MW035 nicht brennbar
1
5
05
Flankendämmung MW035 6cm
3
Notüberlauf freier Auslauf d. Wasserspeier DN 50 eingeklebt
95
Bitumen-Dampfsperrbahn
+3,695
Some details prepared by me for this project
Gewerbe
20
1
05
5 1
05
5 1
+4,91
75
20
7
3
20
Blechabschluss z.B. Stahl verzinkt 0,5mm
Grundeinheiten, Auslauf seitlich Edelstahlsieb und Siebaufnahme Anschlussmanschette 30 +4,23
1 10
40
Pfosten QRO 50/50/6,3 mm Stahl verzinkt und beschichtet
Flankendämmung MW035 6cm Querholm QRO 50/50/6,3 mm Stahl verzinkt und beschichtet
3 25 3
Balkonbrüstung aus Faserzement z.B. EQUITONE 12mm beidseitig sichtbar beschichtet
15 (max 16)
Lattenabschnitte / Dämmung
4,0 cm Betonplatten ca. 40x40x4 cm, offene Fuge e 4mm (0 / 1,0%) 2,5-9,5 Splittbett, Körnung 16/32 mm 1,5 cm Drainageschutzmatte, profilierte vlieskaschierte (Gummischrot) z.B. DAMTEC sonic drain plus 0,5 cm 2. Abdichtungslage: Elastomerbitumen - Schweißbahn, vollflächig verschweißt, Trägereinlage Polyestervlies PYE PV 250 S5 0,5 cm 1. Abdichtungslage: Elastomerbitumen - Unterlagsbahn, kaltselbstklebend, Trägereinlage Verbundträger PYE G 200 DD 0-10 cm Gefälledämmung EPS 035 DAA dh (2%) 14,0 cm Grunddämmung EPS 035 DAA dh 0,5 cm Bitumen-Dampfsperrbahn, sd> 1500, inkl. BitumenVoranstrich - V60 S4 + AL 20 cm Stahlbetondecke C30/37 0,3 cm Spachtelputz Q2 OKFB 1.OG + 4,25 Balkon 1,0% +4,23 05
535
12 (max)
15
+5,13 Flachstahl 60/15 mm verzinkt und beschichtet Verblechung aus Titanzink OSB Platte 2,4cm
EUROPEAN INVESTMENT BANK Low energy Civic building Professional work| BuroHappold (Berlin) for Mecanoo Architecten BV (Netherlands) Site Location: Luxembourg Timeline: August 2016 - October 2016 Type: Governmental civic building Area: 6,000 sq.m. Aspects covered: BIM modelling, 3D clash detection using Revit & Navisoworks, preparation of 3D model for Energy analysis, coordination across different disciplines, preparation of drawings for LP3 phase submission
Designed to offer state of the art facilities for staff, the new European Investment Bank (EIB) headquarters will feature 1,500 work stations, a conference area, sports facilities, commercial spaces, technical rooms and basement parking levels. BuroHappold Engineering was appointed to provide extensive engineering services in order to meet the high aspirations set for this project, as it aimed to achieve Nearly Zero Energy Building and attain Class A low energy building status. Tasked with 3D BIM management, my tasks included the facilitation of all engineering disciplines into the design, while maintaining efficient resource management and quick resolutions to design discrepancies. I further modelled equipment and systems for a range of disciplines including e l e ctri cal , pl u m bi n g, s e wage , B M S an d e n e rgymanagement.
Source: Mecanoo Architecten BV, Netherlands
Fresh air intake Fresh air return Ductwork Electrical cable trays Fire sprinklers Rainwater connections
Cut isometric view highlighting the MEP services (Electrical services modelled by myself)
Isometric view of the reflected ceiling plan showing the MEP fixtures (Electrical fixtures modelled by myself)
ÜBERSEEQUARTIER HAFENCITY HAMBURG Neighbourhood development scheme Professional work| BuroHappold (Berlin) for HPP Architekten (Düsseldorf) Site Location: Hamburg Timeline: October 2017 - January 2018 Type: Urban center Area: 70,000 sq.m. Aspects covered: BIM modelling, 3D clash detection using Revit & Navisoworks, coordination across different disciplines, preparation of drawings for LP4 phase submission
Überseequartier will become the most metropolitan and most visited part of HafenCity. With total built-up area of about 400,000 sq.m., it is one of the largest development projects of Europe. Buro Happold Engineering was appointed for all the mechanical and plumbing services for the retail areas, basement and the cinemas. The mammoth task was handled by a multi-disciplinary staff that was operating in tandem between Berlin and Warsaw, leading to additional co-ordination responsibilities among the designers and myself. Tasked with 3D BIM management, my tasks included the facilitation of all engineering disciplines into the design, while maintaining efficient resource management and quick resolutions to design discrepancies. I further modelled equipment and systems for a range of disciplines including e l e ctri cal , pl u m bi n g, s e wage , B M S an d e n e rgymanagement. I was also involved in clash-detection tasks, that further ensured co-ordinatation among various design disciplines.
Source: HPP Architekten GmbH, Düsseldorf
Schematics for rainwater, drainage and supply water for Kino building (All modelled and developed by myself)
Consolidated view of all services for Kino building (Water-related services modelled by myself)
LODHA: THE PARK TOWER Residential High-rise Professional work| Kapadia Associates (Mumbai) and WOHA (Singapore) Site Location: Lower Parel, Mumbai, India Timeline: December 2013 - July 2015 Type: Residential High-rise Area: 2000 sq.m. Aspects covered: Working drawings, Drawing co-ordination with consultants, Construction drawings, Site visit and inspections, BIM drawing and co-ordination
'The Park' is a complex of 6 high-rise residential towers located in South Mumbai, India. Each tower is about 75 floors high (240m) and is unique in design and aesthetic. Challenges range from structural understanding, services layout, HVAC systems, accessibility and spatial hierarchies. The project had various challenges in terms of drawing coordination between various consultants and keeping up to speed with site deadlines. Various site visits had to be made for checking, assessment and design. Through the course of 18 months, I had worked on nearly 200 drawings, covering every aspect of Tower 2. From basement services, podium parking levels, residential floor, refuge floors, services coordination, plumbing and electrical works, structural assesment, etc. These drawings were then submitted on site to the contractor. All drawings were prepared on Autodesk Revit on which I worked extensively as Architect and BIM co-ordinator. Models were co-ordinated on a daily basis, to make sure workflow was fluid and error-free.
Site plan (Tower 2 in black)
Source: WOHA Architects, Singapore
Site Photograph taken on 19th March 2017
Apartment
Apartment
Lobby
Apartment
Apartment
Level 7 oor plan - Podium top level, which is landscaped areas linking all Towers
North elevation of floors 7-42
Bedroom
Bedroom
Bedroom
Utility
3 Bedroom apartment
2
2
Kitchen
Kitchen
Corridor
2 Bedroom apartment 4
4
3
3
Bedroom
Bedroom 1
1
Typical oor plan of twin apartments
2400
Level 9 +131,150
Level 9 +131,150
3150 2400
2925
3150
680 2400
Typical curved prefabricated concrete canopy with aluminum bull nose proďŹ le
Level 8
Level 8 Bedroom
Bedroom 730
+128,000
175
680
+128,000
1-1
2-2
680
150
Level 10 +134,300
1200
2120
2400
3150
Full door frame with threshold
920
3150
530
Level 10 +134,300
Typical aluminum casement punched window
Bedroom
730
Bedroom
3150
Typical aluminum casement punched window
1670
3150
Moisture resistant ceiling plasterboard
730
530
680
Level 10 +134,300
Bedroom
Level 9 +131,150
Corridor
3150
2925 2400
50
+128,000
175
+128,000
Bedroom Level 8
Corridor 730
Level 8
Full height aluminum encased glass window with top openable and down ďŹ xed
1200
2120
920
3150
1030
Level 9 +131,150
3-3
7-7
Wall sections
Views of the interiors of a typical apartment
Views of the interiors of a typical apartment
LANGUAGE LAB & TOMATIS THERAPY CENTER Institute and healing center Professional work| Abhikram - Panika, Ahmedabad, India Site Location: Auroville, Kerala, India Timeline: December 2010 - July 2012 Type: Institutional, Passive cooling Area: 2000 sq.m. Aspects covered: Design, Schematic Drawings, Energy Research and experiments, Working Drawings, 3d modeling
The Language Lab offers vocational courses and therapy labs that offer services to the hearing-impaired. The client insisted to reduce the use of articial lighting and ventilation in the building. The building employs use of hollow core construction as an insulation strategy with maximized openings and climate control devices along the facades. The most signicant design element in the design are the Passive Cooling system incorporated in the design. The building is designed used “Earth-Air cooling system�, which uses a 1.2m deep tunnel below the ground to transfer cool air into the rooms above. The exhaust vents along the facades draw the hot air outside creating a natural current of fresh air through the tunnel again. I worked extensively on the project, from the concept design till the construction stage. I worked on each drawing and detail over the course of the project life, involving myself heavily in the understanding of the complex passive-cool system.
Local building materials and technologies lend a warm earthen atmosphere to the interior spaces
9
6
9
6
6
6 10
9
6
1
2
4
3
3
5
8
5
5
6
6
5
5
5
5
7
7
6
6
Ground oor plan
1. Entrance 2. Reception 3. Corridor 4. Court 5. Classrooms / Labs 6. Administration areas 7. Underground tunnels 8. Porch 9. Toilets 10. Cafeteria 11. Windcatchers
Inlet ducts
Windcatchers
Outlet ducts
Exploded isometric showing distribution of fresh air through windcatchers into the building
10
9
East elevation Climate control devices such as screens and louvers are used extensively on the facade to reduce heat gains. The passive cooling system becomes part of the building aesthetic with windcatchers and outlet ducts adorning the facade.
11
3
5
9
5
3
7
5
3
4
3
5
7
Section A combination of earth air tunnels + stack ventilation has been used for achieving a passive cooling system for the building. A dome above the courtyard facilitates air movement in the building.
5
2
1
1. Entrance from driveway 2. Reception 3. Corridor 4. Court 5. Classrooms / Labs 6. Administration areas 7. Underground tunnels 8. Porch 9. Toilets 10. Cafeteria 11. Windcatchers
Glass Outlet duct
Top frame of movable shading device 350mm thick brick wall 150mm reinforced concrete lintel Movable shading device
Pivoted window
35mm thick kotah stone flooring 40mm thick bedding Steel sections embedded in the floor 45mm thick lightweight concrete 50mm thick lightweight stone packing
300mm deep reinforced concrete beam
Glass outlet duct encased in aluminium framing
50 mm thick sill stone Water channel to repel mosquitoes
Wall section Local materials and building technologies were employed in the construction. A brick masonry wall load bearing structure was encased in lime plaster to act as a natural insulation layer. Lightweight steel-concrete composite slabs reduce the overall load and heat gains.
Photographs of the building upon 90% completion. The building is now operational.
Photographs of the building upon 90% completion. The building is now operational.
EXTENSION FOR PRIMARY SCHOOL Architecture design extension Professional work| Abhikram - Panika, Ahmedabad, India Site Location: Ahmedabad, India Timeline: March 2012 - August 2012 Type: Architecture Area: 1000 sq.m. Aspects covered: Design, Schematic Drawings, Working Drawings, 3D modelling, Structural co-ordination
The school was designed by Abhikram in the year 1986. It was designed as a 'modern' & contemporary building at the time, with prefabricated concrete construction. The whole school was laid on a grid of 1.6m by 1.6m allowing opportunities for extensions. Nearly 2 decades after designing the original, the original architects were invited to design the extension to the school. Due to the limited plot area and ground coverage restrictions, the architects had to extend the school vertically. Furthermore, no existing construction could be demolished or disturbed, hence arising the need for innovative construction techniques. The extension needed to be extremely lightweight so as to not damage the lower existing structure. The only physical connection between the two structures, would be two staircases which were also redesigned as per fire escape norms. We were able to propose an innovative solution to work around all these restrictions, by proposing four new 2m x 2m hollow core columns around the existing structure, that would hoist the new structure about it. 1.2m wide deep beams connected these columns to create a lightweight frame for the new structure. The roof was a lightweight steel truss that would insulate the classrooms as well as give protection from rain. Window extent lines were extended from lower floors, in order to create a sense of seamlessness between old and new. A 3d model, tender and construction drawings were prepared for this extension.
* Photos not released due to Client-Architect confidentiality
Perspective Section indicating existing building and new extension (in black)
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1. Existing building 2. Existing staircase (redesigned to reach extended level) 3. Classroom 4. Fire escape staircase 5. Computer lab 6. Skylit court
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Sections
+15515mm
+15035mm
+14415mm +14415mm Steel Truss
+13950mm lintel level
+13970mm Lintel level
Fixed glazed window 50x50mm timber frame
+13540mm sill level
+1352mm Sill level
+13075mm top of canopy level
20mm thick plaster nish
+13075mm Top of canopy level
R.C.C Canopy
+12925mm lintel level
+12925mm Lintel level 90x60mm Timber frame Timber panel inll 30x75mm Teakwood shutter frame 90x60mm Teakwood shutter frame Teakwood louvers 90x60mm Timber frame Fixed glazed window 50x50mm timber frame
+11035mm sill level
+11015mm Sill level
250mm thick hollow concrete wall
+10415mm Finished oor level
+10360mm 950x1200,mm R.C.C Beam
+14415mm Steel Truss +13970mm Lintel level
20mm thick plaster nish
+13075mm Top of canopy level +12925mm Lintel level
90x60mm Timber frame Timber panel inll 30x75mm Teakwood shutter frame 90x60mm Teakwood shutter frame
+11015mm Sill level
Fixed glazed window 90x60mm Teakwood shutter frame
+11015mm Sill level
250mm thick hollow concrete wall
+10415mm Finished oor level
+10415mm Finished oor level 150mm thick oor slab
Wall Sections and Details
PRIVATE RESIDENCE Architecture and Landscape design for a luxury residence Professional work| Abhikram - Panika, Ahmedabad, India Site Location: Ahmedabad, India Timeline: January 2012-December 2012 Type: Architectural & Landscape Design Area: 45,000 sq.m. Aspects covered: Design, Landscape, Schematic Drawings, Presentation Drawings, Working Drawings
A Residence in Ahmedabad designed keeping In mind the traditional orthogonal planning of Mewari architecture - a region North-west of India. The residence further employed materials and crafts that were within 50km of site, giving employment opportunities to local crafts and craftsmen. Construction was primarily of masonry with lime plaster, which is a traditional building method in the region. Reinforced concrete beams and columns were part of the composite structural system to allow for larger spans. The landscape elements included waterscapes and horticulture which were passions of the client. Domes in the structure allowed for cooling in the internal courtyards as well as illuminated interior spaces. Detail sections were drawn using elements in the traditional architecture, including stone brackets and partitions, teakwood window frames and stone canopies for sun protection.
* Photos not released due to Client-Architect confidentiality
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Entrance Reception Den / Library Toilet Ofď€ ce Formal drawing room Formal dining room
Ground Floor Plan of Residence and Landscape
8 Kitchen 9 Store 10 Private living room 11 Private dining room 12 Master bedroom 13 Guest bedroom 14 Servants quarters
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Entrance Reception Den / Library Toilet Ofď€ ce Formal drawing room Formal dining room Kitchen
9 Store 10 Private living room 11 Private dining room 12 Master bedroom 13 Guest bedroom 14 Servants quarters 15 Gaming room 16 Gym
Masonry ď€ lling with lime mortar R.C.C Dome 25mm thick lime plaster
Masonry ď€ lling with lime mortar
35mm thick stone slab
R.C.C Dome 25mm thick lime plaster
+5580 25mm thick lime plaster
1035
+4980
450mm thick brick wall 35mm thick lime plaster
R.C.C Canopy
430
210 x 95mm teakwood frame 25mm thick stone
+4060
780
870
870
450
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520 470 300
+6500 +6200
+3630
300mm diameter R.C.C Column
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Teakwood Door
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450 mm thick brick wall
450 210 150
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20mm thick stone tread 20mm thick stone riser 20mm thick lime mortar 10mm nosing 150mm x 150mm Stone handrail 150mm x 150mm Stone baluster
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20mm thick lime mortar R.C.C slab
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20mm thick stone tread
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1000 850
+0000 m
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210 x 95mm teakwood frame +350
R.C.C slab as 25mm thick lime cement plaster
Detail of handrail
Detail of riser-tread
Wall Sections and handrail details
LAKEHOUSE ON A HILL Luxury resort Professional work| Abhikram - Panika, Ahmedabad, India Site Location: Mount Abu, Rajasthan, India Timeline: March 2011 - August 2011 Type: Heritage conservation & Architectural design Area: 900 sq.m. Aspects covered: Design, Schematic Drawings, Working Drawings
The client owned a historic lakeside villa, which he wished to conserve and re-program as a private luxury resort. The program was compact; 8 rooms with hospitable amenities, with views overlooking the lake and landscape. Little of the existing structure was retained, as it was in a dilapidated condition. However, the general aesthetic of the enw construction pays homage to the original design, with gently sloping roofs and intimate proportions paying attention to culture and context.
* Photos not released due to Client-Architect confidentiality
A skylit lounge in the center, becomes the central access point to all the rooms concentrically placed around it. The construction is primarily load bearing, with concrete slabs and foundations. Walls are 350mm thick, so as to provide insulation against rain and wind, whilst allowing more window openings to take advantage of the scenic beauty around.
Masterplan
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Ground oor plan
1. Entrance from driveway 2. Reception 3. Room 4. Toilet 5. Spa and sauna 6. Porch 7. Lounge 8. Pantry 9. Multipurpose hall
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THE CLARIDGES BHARATPUR PALACE & RESORT Luxury Resort and Masterplan for luxury villas Professional work| Abhikram - Panika, Ahmedabad, India Site Location: Bharatpur, Rajasthan, India Timeline: March 2012 - December 2012 Type: Masterplanning, Landscape design, Heritage conservation, Hotel Area: 271,150 sq.m. Aspects covered: Design, Documentation, Schematic Drawings, Working Drawings
The Bharatpur Palace Complex is a century old complex, built and designed under the model of Rajputana architecture with elements of Victorian architecture adorning its facades. The Palace was designed in conjunction with an adjoining servants quarters and a Palatial enclave that housed ministers. All exisiting structures on site were assessed for structural damage and an adaptive reuse scheme was proposed. The project intent was comprised in 3 phases. The ď€ rst phase included Assessment-Restoration of the Palace complex. The second phase included the Adaptive Re-use of the various Palace buildings into Luxurious Suites & Rooms. The third phase was incorporating the Overall Master planning while providing about 50 Luxury Villas. Besides the Masterplan, an extensive Documentation report was also prepared for the existing buildings on site. As they were important heritage structures as part of the palatial complex, a detailed survey was done in order to assess damaged areas for repair and redesign. This report was done using frequent site visits, photo documentation and drawing assessment over the course of 24 weeks. A sample for the same can be viewed in the following pages.
Various options of the Masterplan zoning were prepared
These are samples of the Assessment drawings prepared for writing Conservation Strategies and Policies. A photo-documentation accompanied these drawings, to highlight the damaged areas comprehensively.
Final Masterplan - Redesigned Palatial complex with 40 New Constructon-Vilas
GHAT-KI-GUNI REVITALIZATION PROPOSAL Masterplan for Heritage Site Professional work| Abhikram - Panika, Ahmedabad, India Site Location: Jaipur, Rajasthan, India Timeline: December 2010 - October 2012 Type: Masterplanning, Landscape design, Heritage conservation Area: 2 km stretch Aspects covered: Design, Concept Drawing, Fabric mapping, Rendering
Ghat-ki- Guni is a 1.5km long boulevard in the outskirts of Jaipur city in Rajasthan, India. The historic avenue is renowned for its heritage rich buildings and palatial complexes. However, due to rapid urbanization of cities around it, the boulevard has lost much of its charm and grandeur. The intent of the program was to revitalize the boulevard by infusing various cultural and public functions and amenities around it. Besides restoring the palaces, the program proposes lightweight structures for additional functions such as formal & informal markets, exhibition spaces, information center, an amphitheatre and landscape detailing. The boulevard itself has now become encroached by vehicles which has made it unwalkable. The program also takes into account urban walkability guidelines, so as to make the region pedestrian-friendly once again. Drawings at the masterplan scale, conceptual sketches and renderings were prepared illustrating the vision of the design to the local government.
Existing: Quarry (2)
Existing: Yellow palace (5)
Proposed: Performance area
Proposed: Museum, Craft Bazaar
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Proposed
1. Open ground 2. Quarry
Visitor's Parking Performance Area, Night Market Restoration CafÊ, Leisure Gardens, Retail shops. Performance Area Museum, Amphitheatre. Craft Bazaar Child Development Space, Foodcourt, Leisure garden Visitor’s parking Leisure Garden, Restaurant. Banquet Lawns Holistic Health Centre
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3. Samandar darwaza (gate) 4. Vidyadhar ke bagh (garden)
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5. Pila Mahal (Yellow palace) 6. Raj niwas garden 7. Open ground 8. Sisodiya garden
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9. Haveli (Tradition house) Masterplan
OUR CITY OURSELVES Vision for 2030 Professional work| Abhikram - Panika & Institute for Transport and Development Policy (ITDP) Site Location: Ahmedabad, Gujarat, India Timeline: July 2012 Type: Planning & Design Intervention Area: 1.5 km Boulevard Aspects covered: Documentation, Concept Design, Presentation Drawings
Vision of Ahmedabad 2030 embraces the unique character of Ahmedabad while seeking a more equitable and environmentally sustainable future. Six leading Ahmedabad architects and their teams developed the images that make up the Vision. The vision demonstrates how presently neglected spaces beneath flyovers can be utilized to augment inadequacies of the existing conditions and become vibrant community areas. The space between supporting pillars can be used for multiple activities during the day and night. Communities around each flyover will be able to decide their own needs & priorities, so as to convert the areas below the flyovers for uses complimenting their collective aspirations.
* Photos not released due to Client-Architect confidentiality
The space provides a platform for multifarious community and cultural events like street play, community meetings, folk performances, political rallies and so on.
Exploring the potential for transforming the negative urban spaces under the yovers into positive, usable and vibrant community areas, catering to the aspirations of the local communities, incorporating vehicular, pedestrian and bicycle segregation.
INDIAN INSTITUTE OF MANAGEMENT UDAIPUR International Design Competition Professional work| Abhikram - Panika (Ahmedabad), SAA (Baroda), Edifice Consultants (Mumbai) Site Location: Udaipur, Rajasthan, India Timeline: August 2012 - November 2012 Type: Design Competition - Master Planning & Architectural Design Area: 300 acres Aspects covered: Design, Schematic Drawings, Presentation Drawings, Model making, Energy cycles
The IIM Udaipur was a design competition held in three stages. Our firm was placed in the top four finalists. The design was evolved on a set of principles based on a contextual designing approach - one rooted in the traditional methods of Indian architecture. With a precise measure of topography, climate, material and other factors sacrosanct to this method, the design was thus evolved as an Integrated and Holistic learning environment. Using the natural topography of the site, the various units of Hostel blocks, Academic buildings and Faculty residences were inserted into the earth through the ‘cut & fill’ method. This ensured efficiency in services & masterplanning without harming the qualities of the soil. A ‘hinge’ concept was devised, which allowed modular blocks to be turned around steep countours efficiently. These hinges were assigned spaces of circulation or public amenities depending on the requirement. The design was intended to be a low-height, dense and compact settlement in order to prevent heat gains and ensure top soil protection. All buildings in the design employed use of passive cooling techniques to reduce heat gains. A natural current of air was created using architectural form, ornamentation and topography. Water was a precious resource on site, so various water harvesting techniques were used. Solar energy as a source of electricity was tapped upon alongwith bio-gas plants and windmills to ensure an off-grid power network for the site. Curating a micro-climate on the site, it would increase the bio-diversity of the area considerably. All systems of energy, waste, water, agriculture overlapped and combined through many aspects of the design.
Further climate responsive strategies were implemented, such as canopies for sun protection, stone screens that protected the facades from incident sunlight, designing for prevailing wind conditions as per topography, etc.
Masterplan
View of hostel block
Residence for faculty - Rowhouses
Residence for faculty - Apartment blocks
Hostel block
View of Academic block
Section through Academic block
Strategies for Waste Management
Strategies for Water conservation
Strategies for Agricultural production
Strategies for Energy generation
Strategies for Site Resources Management
WASTE MANAGEMENT CYCLE AGRICULTURE CYCLE
SITE RESOURCES MANAGEMENT CYCLE
WATER CONSERVATION CYCLE ENERGY CYCLE
Combined Sustainability Strategies
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