Godrej Reserve
Concept 1 - Volume Play
Details
PLOT SIZE=30’0” X 50’0”
SITE AREA=1500 SFT
BUILT UP AREA=2404 SFT
FSI ACHEIVED=1.6
SITE FACING EAST
REQUIREMENT = 2.5 BHK
Concept
• VERTICAL CONNECTION BY DOUBLE HEIGHT COMMON SPACES
• VISUAL CONNECTION IS ESTABLISHED
• VISUAL INTEREST IN BUILDING MAKES BUILDING UNIQUE
• INCREASE IN VOLUME MEANS INCREASE IN LIGHT AND AIR ALLOWED INSIDE
• GLASS FACADE LETS PLENTY OF AIR TO STREAM IN ADDING AN ADVANTAGE TO VOLUME CREATED
Concept 2 - Water - A Crucial Contributor to Atmosphere
Details
PLOT SIZE=30’0” X 50’0”
SITE AREA=1500 SFT
BUILT UP AREA= 2456 SFT
FSI ACHEIVED=1.63
SITE FACING EAST
REQUIREMENT = 2.5 BHK
Concept
• WATER-ADD MOVEMENT AND SOUND TO SPACE
• POOL WITH EXTERNED GARDEN CREATES A SIT-OUT SPACE TO RELAX
• MULTI LEVELS WITH CENTRAL CUTOUT ALONG THE STAIRS INCREASE THE VISIBILITY OF
WATER AND ITS REFLECTION IN ALL LEVELS
• STREAM IN AIR AND ESCAPE OF HOT AIR IS THROUGH CENTRAL SKY LIGHT
• THE REFLECTION ON THE WATER THROUGH THE SKY LIGHT ELONGATES THE BUILDING AND
HIGHLIGHTS THE CENTRAL PART OF THE BUILDING.
Concept 3 - Wind Tunnel
Details
PLOT SIZE=30’0” X 60’0”
SITE AREA=1800 SFT
BUILT UP AREA= 1572 SFT
FSI ACHEIVED= 0.87
SITE FACING EAST
REQUIREMENT = 2.5 BHK
Concept
• WIND TUNNELS CREATED IN BETWEEN EACH BLOCK BRING IN NATURAL COOL AIR INTO THE
BUILDNG
• THESE ARE TREATED AS COURTYARDS BUFFER SPACE
• TERRACOTTA USED AT THE EDGES OF THE WIND TUNNEL TO NATURALLY COOL THE AIR COMING IN
• PRIVACY ACHIEVED THROUGH THE COURTYARD
• THE BLOCKS CONNECTED THROUGH BRIDGES
• FACADE WITH RAW CEMENT FINISH MAKES THE BUILDING BOLD
- The Owner should provide water.
- Plan sanctions, BWSSB and KEB Temporary Deposits with bills, etc., should be owner risk.
- Any work done other than the given specification will be extra at the market rates.
- If any rework or demolition is due to a change in the drawing, it should be considered with mutual understanding.
- Any objection regarding the all-around setback from neighbours needs to be solved by the owner only.
- For All Floors, Steel for Columns, Lintel, and Roof will be a Minimum of 3.5 to 4.0 Kg Per Sft.
- Front Elevation work will be cement work will be done by the contractor. If any cladding is required, cladding material and labour will be borne by the owner