portfolio.
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hospital ISBT URBAN DESIGN
I N D E X
WORKING DRAWINGS PRODUCT DESIGN Miscellaneous
Multi-speciality hospital.
5th sem Design studio project.
Multi speciality hospital project spread on 9.2 acres located at Hyderabad consisting of 7 different departments. Such as Oncology, cardiology, ENT, gastroenterology, Pediatrics, Obstetrics and Gynecology.
GROUND FLOOR PLAN LIFT 2M X 3M LIFT 2M X 3M LIFT 3M X 2M LIFT 3M X 2M SCRUB 5M X 1.7M CHANGING ROOM CHANGING ROOM STERILISATION ROOM CLEAN UTILITY 2M X 3M UTILITY 2M X 3M PREPARATION ROOM 4M X 6.5M MALE GENERAL WARD FEMALE GENERAL WARD CLEAN STERILISATION ROOM 3.5 X 3M SCRUB 1.6M X 5M 1.6M X 2.4M O.T 8M X 8M 1.6M X 2.4M DIRTY UTILITY 3M X 2M FIRE EXIT 6.25M X 3.8M 7.6M X 3.8M PHC TOILET 2.2M 2.7M CONSULTATION ROOM CONSULTATION ROOM 4M X 5M CONSULTATION ROOM 4M X 5M CONSULTATION ROOM MALE GENERAL WARD PHARMACY 7.8M X 5M DIAGNOSTICS 8.5M X 26M 4M X 4.7M ADMIN FIRST FLOOR PLAN LIFT 2M X 3M LIFT 2M X 3M LIFT 3M X 2M LIFT 3M X 2M I.C.U 16M X 9M C.C.U 16M X 9M CLEAN DIRTY UTILITY CLEAN UTILITY 2M X 1.5M DIRTY UTILITY 2M X 1.5M SCRUB 2M X 4M 2.5M X 2M 2.5M 2M UTILITY 3M X 2M DIRTY UTILITY 3M X 2M PREPARATION ROOM 6.5M X 4M ROOM 1.6M X 2M SCRUB 1.7M X 5M PREPARATION ROOM 6.5M X 4M UTILITY 3M X 2M DIRTY UTILITY 3M X 2M SCRUB 1.7M X 5M ROOM 1.6M X 2M O.T 8M X 8M O.T 8M X 8M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M 5M X 4M P.R. 5M X 4M P.R. 4M X 5M P.R. 4M X 5M D.R/STAFF ROOM 4M X 4.7M ROOM 4M X 4.7M 6.25M X 3.8M 7.6M X 3.8M PHC TOILET 2.2M 2.7M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M GENERAL WARD 10.3M X 6M MALE TOILET MALE TOILET FEMALE TOILET 3.8M X 7.6M PHC TOILET 2.7M X 2.2M FEMALE TOILET 3.8M X 7.6M PHC TOILET 2.7M X 2.2M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M D.R/STAFF ROOM 4.7M X 4M D.R/STAFF ROOM 4.7M X 4M SPEECH TERAPY 6M X 3M ENDOSCOPY 5M X 3M US ULTRASONOGRAPHY 5M X 6M FUNCTION TEST 5M X 6M ECCP ENHANCED EXTERNAL COUNTER PULSATION 5M X 6M BRONCHOSCOPY 5M X 6M ENDOSCOPY 5M X 6M DIAGNOSTICS 9M X 8M PREPARATION ROOM 6.5M X 4M CLEAN UTILITY 3M X 2M STERILISATION ROOM SCRUB 1.6M X 5M ROOM O.T 8M X 8M CHANGING 1.6M 2.4M DIRTY UTILITY 3M X 2M SCRUB 5M X 1.7M ROOM ROOM ROOM CLEAN UTILITY 2M X 3M DIRTY UTILITY 2M X 3M PREPARATION ROOM 4M X 6.5M O.T 8M X 8M SCRUB 5M X 1.7M CHANGING CHANGING STERILISATION CLEAN UTILITY 2M X 3M DIRTY UTILITY 2M X 3M PREPARATION ROOM 4M X 6.5M O.T 8M X 8M PHARMACY RAMP GROUND FLOOR PLAN P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M 4M X 5M P.R. 4M X 5M P.R. 4M X 5M MALE TOILET 3.8M X 6.25M FEMALE TOILET PHC TOILET FIRE EXIT CONSULTATION CONSULTATION CONSULTATION CONSULTATION D.R/STAFF ROOM 4.7M X 4M D.R/STAFF ROOM 4.7M X 4M CLEAN UTILITY 3M X 2M STERILISATION ROOM 3.5 X 3M SCRUB 1.6M X 5M O.T 8M X 8M CHANGING UTILITY 3M X 2M 9M X 8M PREPARATION ROOM 6.5M X 4M PHARMACY 6.3M X 5M LIFT 2M X 3M STORE ROOM 4M X 2.2M GARDEN 10.5M X 6M FIRST FLOOR PLAN GENERAL WARD 10.3M X 6M GENERAL WARD 10.3M X 6M MALE TOILET 3.8M X 6.25M FEMALE TOILET PHC TOILET D.R/STAFF ROOM 4.7M X 4M D.R/STAFF ROOM 4.7M X 4M SCRUB 5M X 1.7M CHANGING 2.8 X 1.7M CLEAN UTILITY DIRTY UTILITY 2M X 3M PREPARATION ROOM 4M X 6.5M O.T 8M X 8M SCRUB 5M X 1.7M 2.8 X 1.7M CLEAN UTILITY 2M X 3M PREPARATION ROOM 4M X 6.5M O.T 8M X 8M LIFT 2M X 3M STORE ROOM 5M X 3M I.C.U 7.5M X 6.2M CLEAN UTILITY 2M X 1.5M CHANGING CHANGING CHANGING CHANGING ROOM CHANGING ROOM
BASEMENT GROUND FLOOR PLAN LIFT 3M 2M SCRUB 5M 1.7M CLEAN PREPARATION ROOM MALE GENERAL WARD FEMALE GENERAL WARD CLEAN ROOM 1.6M X 5M 8M 8M DIRTY UTILITY FIRE EXIT CONSULTATION CONSULTATION ROOM 4M 5M ROOM 4M 5M FEMALE GENERAL WARD 7.8M 5M DIAGNOSTICS FIRST FLOOR PLAN LIFT 3M 2M C.C.U UTILITY 2M 1.5M DIRTY UTILITY CLEAN UTILITY DIRTY SCRUB UTILITY 3M X 2M DIRTY UTILITY PREPARATION ROOM 6.5M 4M SCRUB PREPARATION ROOM 6.5M X 4M UTILITY 3M 2M DIRTY UTILITY SCRUB O.T 8M 8M O.T 8M 8M P.R. 5M X 4M 5M X 4M P.R. 5M 4M P.R. 4M 5M ROOM 4M 4.7M 4M X 4.7M FIRST FLOOR PLAN P.R. 4M X 5M P.R. 4M X 5M P.R. 4M X 5M MALE GENERAL WARD 10.3M X 6M FEMALE GENERAL WARD 10.3M X 6M MALE TOILET 3.8M X 6.25M FEMALE TOILET 3.8M X 7.6M PHC TOILET 2.7M X 2.2M D.R/STAFF ROOM 4.7M X 4M D.R/STAFF ROOM 4.7M X 4M SCRUB 5M X 1.7M CHANGING CHANGING ROOM CLEAN UTILITY 2M X 3M DIRTY UTILITY 2M X 3M PREPARATION ROOM 4M X 6.5M O.T 8M X 8M SCRUB 5M X 1.7M 1.6M X 2M 1.6M X 2M ROOM CLEAN UTILITY 2M X 3M DIRTY UTILITY 2M X 3M PREPARATION ROOM 4M X 6.5M O.T 8M X 8M LIFT 2M X 3M STORE ROOM 4M X 2.2M VACCINATION ROOM 5M X 6.5M VACCINATION ROOM 5M X 6.5M GROUND FLOOR PLAN UP UP P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M P.R. 5M X 4M P.R. 4M X 5M P.R. 4M X 5M P.R. 4M X 5M MALE TOILET 3.8M X 6.25M FEMALE TOILET 3.8M X 7.6M PHC TOILET 2.7M X 2.2M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M CONSULTATION ROOM 5M X 4M D.R/STAFF ROOM 4.7M X 4M D.R/STAFF ROOM 4.7M X 4M CLEAN UTILITY 3M X 2M STERILISATION ROOM 3.5 X 3M SCRUB 1.6M X 5M CHANGING O.T 8M X 8M ROOM DIRTY UTILITY 3M X 2M DIAGNOSTICS 9M X 8M PREPARATION ROOM LIFT 2M X 3M PHARMACY 6.3M X 5M PLAY AREA 10.5M X 6M STORE ROOM 4M X 2.2M
ISBT
6th sem Design studio project.
Interstate bus terminal ISBT spread on 22.2 acres located eight patancheru near to the ring road of Hyderabad which consisting of 82 terminals including depot and local bus terminal. Inside the bus terminal there are number of amenities provided such as dormitories, waiting lounge, stalls, public washrooms, etc.
URBAN DESIGN
8th sem Design studio project.
Re-densifying the entire nampally and abids site which is of around 1.22 sq.mts. Consisting of 3 metro stations they are assembly, nampally metro station and Gandhi bhavan. Following different urban design principles.
DOCUMENTED SHEETS.
BASE MAP.
PROPOSED MAP.
U R B A N D E S I G N P R I N C I P L E S : S I T E A N A L Y S I S
URBAN DESIGN PRINCIPLE EXISTING DESIGN PROPOSED DESIGN
IMAGEABILITY Nampally is an area which has landmarks but although it has them it is not really eye pleasing or identifiable.
RANKING : 3/10
PLACE MAKING The given site has no common gathering spaces for people to meet and greet. Although it is said to be a place of vibrance, there is no common point other than the public garden .
LEGIBILITY
RANKING : 1/10
This site is easily recognised for its structures, be it markets(Mozamjahi market, Jagadish market) or religious places (Iskcon temple, ammavari temple) .
RANKING : 4/10
NEW URBANISATION Nampally is a modernised city. It has all the needed facilities nearby itself.
RANKING : 7/10
IDENTITY Nampally is known for its markets and night life.
RANKING : 5/10
One of the principle known as identity has shown in our site by taking Mozamjahi market as a main identity to our site for happening place and to be the celebration to the site .
RANKING : 9/10
Building blocks are placed through the pattern called perimeter blocks where we are allowing social interaction spaces to happen in the site .
RANKING : 8/10
Now that the site has three major node points, it is legible enough to recognise.
RANKING : 8/10
Mainly Concentrated on edge of the major roads having metro stations to have more development of commercial and mixed use in the site to develop the economic growth of city .
RANKING : 8/10
One of the principle known as identity has shown in our site by taking Mozamjahi market as a main identity to our site for happening place and to be the celebration to the site .
RANKING : 7/10
AGGLOMERATION ECONOMY
On the transit corridor they have commercial building which help each other have its business done.
RANKING : 6/10
SUSTAINABILITY There is no sustainability in the site
RANKING : 0/10
PERMEABILITY This site is highly accessible from any side but they have dead ends is the streets and also most of the collector roads are one way.
INFORMALITY
RANKING : 6/10
Although the site has Mozamjahi market for people to interact, they don’t really have a common space for meeting and getting together on a daily basis.
RANKING : 4/10
On the edges we have given same building type, so that they get profit from each other.
RANKING : 7/10
The building in the proposed design has green pockets and also space for ventilation.
RANKING : 6/10
Having a spine as centre of the site and created nodes points so that the main landmarks and accessibility would be easier to the site .
RANKING : 8/10
We created a market zones and food stalls and plazas to have more gathering spaces which is becoming place making to happen in our site .
RANKING : 9/10
RESILIENCE They have no scope of getting back if they have any natural disaster. We have created gathering spaces which can also help during any disasters like earth quake.
RANKING : 0/10
RANKING : 4/10
WORKING DRAWINGS.
WORKING DRAWINGS
SUBMISSION DRAWING
NAME SEM YEAR COLLEGE ROLL NO J.SAHITH RAO 19271AA027 ASPA III VI NOTE:ALL DIMENSIONS ARE IN MM AND THE DIMENSIONS ARE NOT TO BE MEASURED SUBJECT: PROJECT TITLE: PROPOSED RESIDENCE FOR J.S.R 1BHK KUKATPALLY SPECIFICATION:ALL CONCRETE MIX M-20 WITH MINI CEMENT CONCRETE TO ENSURE DEFORM BAR OF GRADE FE-415, MILD BAR OF STEEL GRADE 1, BEAM COVER 25, COLUMN 25, OR 2XDIA WHICH EVER IS MORE COMPRESSION LAP - 40 X DIA OF BAR TENSION LAP 60 X DIA OF BAR ALL FOOTING SHALL REST ON GROUND STRATA HAVING SAFE BEARING CAPACITY RING SIZE EQUAL FOR COLUMN ABOVE & BELOW G.L FOOTING COVER 50 MM MINI ALL SIDES COLUMN COVER - 50 MM MINI BELOW G.L & 25 MM MINI ABOVE G.L USE STEEL RODS, PROPS, STEEL SUPPORTS FOR FORM WORK THE EXCAVATION SHALL BE CARRIED OUT EXACTLY IN ACCORDANCE WITH THE DIMENSIONS SHOWN IN DRAWING BOTTOM OF EXCAVATION TRENCHES SHALL BE RAMMED TO MAKE IT PLAIN MILD STEEL BARS USED SHALL CONFIRM TO I.S SPECIFICATION BARS SHALL BE BENT COLD, CORRECTLY, AND ACCURATELY TO THE SIZE AND SHAPE SIGN: N WORKING DRAWINGS NAME SEM YEAR COLLEGE ROLL NO J.SAHITH RAO 19271AA027 ASPA III VI NOTE:ALL DIMENSIONS ARE IN MM AND THE DIMENSIONS ARE NOT TO BE MEASURED FOUNDATION PLAN SUBJECT: PROJECT TITLE: PROPOSED RESIDENCE FOR J.S.R 1BHK KUKATPALLY SPECIFICATION:ALL CONCRETE MIX M-20 WITH MINI CEMENT CONCRETE TO ENSURE DURABILITY ALL REINFORCEMENT OF HIGH STRENGTH DEFORM BAR OF GRADE FE-415, MILD BAR OF STEEL GRADE 1, BEAM COVER 25, COLUMN 25, OR 2XDIA WHICH EVER IS BENT UP SPAN IN BEAM COMPRESSION LAP 40 X DIA OF BAR TENSION LAP 60 X DIA OF BAR STRATA HAVING SAFE BEARING CAPACITY RING SIZE EQUAL FOR COLUMN ABOVE & BELOW G.L FOOTING COVER 50 MM MINI ALL SIDES COLUMN COVER 50 MM MINI BELOW G.L & 25 MM MINI ABOVE G.L USE STEEL RODS, PROPS, STEEL SUPPORTS FOR FORM WORK THE EXCAVATION SHALL BE CARRIED OUT EXACTLY IN ACCORDANCE WITH THE BOTTOM OF EXCAVATION TRENCHES SHALL BE RAMMED TO MAKE IT PLAIN MILD STEEL BARS USED SHALL CONFIRM TO I.S SPECIFICATION BARS SHALL BE BENT COLD, CORRECTLY, AND ACCURATELY TO THE SIZE AND SHAPE AS SHOWN IN THE DRAWING. SIGN: N CENTRAL-LINE PLAN COLUMN AND FOOTING DETAILS
WORKING DRAWINGS
NAME SEM YEAR COLLEGE ROLL NO J.SAHITH RAO 19271AA027 ASPA III VI NOTE:ALL DIMENSIONS ARE IN MM AND THE DIMENSIONS ARE NOT TO BE MEASURED FLOOR PLANS SUBJECT: PROJECT TITLE: PROPOSED RESIDENCE FOR J.S.R 1BHK KUKATPALLY SPECIFICATION:ALL CONCRETE MIX M-20 WITH MINI CEMENT CONCRETE TO ENSURE DEFORM BAR OF GRADE FE-415, MILD BAR OF STEEL GRADE 1, BEAM COVER 25, COLUMN 25, OR 2XDIA WHICH EVER IS MORE COMPRESSION LAP - 40 X DIA OF BAR TENSION LAP - 60 X DIA OF BAR ALL FOOTING SHALL REST ON GROUND STRATA HAVING SAFE BEARING CAPACITY RING SIZE EQUAL FOR COLUMN ABOVE & BELOW G.L FOOTING COVER 50 MM MINI ALL SIDES COLUMN COVER - 50 MM MINI BELOW G.L & 25 MM MINI ABOVE G.L USE STEEL RODS, PROPS, STEEL SUPPORTS FOR FORM WORK THE EXCAVATION SHALL BE CARRIED OUT EXACTLY IN ACCORDANCE WITH THE DIMENSIONS SHOWN IN DRAWING BOTTOM OF EXCAVATION TRENCHES SHALL BE RAMMED TO MAKE IT PLAIN MILD STEEL BARS USED SHALL CONFIRM TO I.S SPECIFICATION BARS SHALL BE BENT COLD, CORRECTLY, AND ACCURATELY TO THE SIZE AND SHAPE SIGN: N FLOORING LAYOUT DOOR WINDOW DETAILS WORKING DRAWINGS NAME SEM YEAR COLLEGE ROLL NO J.SAHITH RAO 19271AA027 ASPA III VI NOTE:ALL DIMENSIONS ARE IN MM AND THE DIMENSIONS ARE NOT TO BE MEASURED SUBJECT: PROJECT TITLE: PROPOSED RESIDENCE FOR J.S.R 1BHK KUKATPALLY SPECIFICATION:ALL CONCRETE MIX M-20 WITH MINI CEMENT CONCRETE TO ENSURE DEFORM BAR OF GRADE FE-415, MILD BAR OF STEEL GRADE 1, BEAM COVER 25, COLUMN 25, OR 2XDIA WHICH EVER IS MORE BENT UP SPAN IN BEAM COMPRESSION LAP 40 X DIA OF BAR TENSION LAP 60 X DIA OF BAR ALL FOOTING SHALL REST ON GROUND STRATA HAVING SAFE BEARING CAPACITY RING SIZE EQUAL FOR COLUMN ABOVE & BELOW G.L FOOTING COVER 50 MM MINI ALL SIDES COLUMN COVER 50 MM MINI BELOW G.L & USE STEEL RODS, PROPS, STEEL SUPPORTS FOR FORM WORK THE EXCAVATION SHALL BE CARRIED OUT EXACTLY IN ACCORDANCE WITH THE DIMENSIONS SHOWN IN DRAWING BOTTOM OF EXCAVATION TRENCHES SHALL BE RAMMED TO MAKE IT PLAIN MILD STEEL BARS USED SHALL CONFIRM TO I.S SPECIFICATION BARS SHALL BE BENT COLD, CORRECTLY, AND ACCURATELY TO THE SIZE AND SHAPE AS SHOWN IN THE DRAWING. SIGN: N
