FILM INSTITUTE AND STUDIOS by smaran shetty

SITE INTRODUCTION City : Yerwada, Pune Area : 34,200 sqm Present land use at site : land is vacant.

Yerawada is a neighbourhood of the city of Pune in the state of Maharashtra, India. Yerwada one of the most densely populated areas in Pune. It is located at the beginning of Ahmednagar highway and also on the way to old Pune Airport at Lohegaon. This place can be reached after crossing Mula-Mutha River through Yerwada Bridge from Bund Garden. Yermada Central Jail is the largest jail in the State of Maharashtra. Yerawada is a part of Pune Municipal Corporation (PMC).

v It's in the campus near to Deccan College and surrounded by 12 m wide roads on two Besides Adjacent Roads

to the site are Dr.Ambedkar Path and Sangamwadi Rd.

v A Bus Transit system (BRTS) is about 300 m from the site (i.e just next to the site) which creates an easy

source of accessibility of all.

v Its boundaries touch the internal primary roadway connecting Pune-Nashik highway which is 12 m wide. v There are 30% residential blocks and 70% commercial blocks which are around the site.

CONNECTIVITY:

NEAREST RAILWAY STATION: 3.5 KM NEAREST AIRPORT:Pune International Airport (9 Kms) NEAREST BUS STOP: 140 KM

v The River-Mula is perennial in nature which is boon to the area of Yerawada.

v As the project concentrates on education, employment opportunities increase as people start to become literate

in all perspectives through such knowledge gaining platforms.

v This site is chosen under the assumption of any future expansion which could happen, like, along with the

library formation of a cultural hub or introducing a new institute in the same vicinity. NORTH

SITE ANALYSIS

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270

CLIMATIC CONDITIONS

AVERAGE TEMPERATURES AND PRECIPITATION

The climate of Pune is characterized by dry atmosphere except

Data Analysis- The "mean daily maximum" (solid red line) shows the maximum temperature of an

during monsoon. The summer is moderately high and

average day for every month for Pune. Likewise," mean daily minimum" (solid blue line) shows the

temperature varies from 36-46 degrees.The average annual rainfall is 905 mm. The rainfall pattern varies between

average minimum temperature. Hot days and cold nights (dashed red and blue lines) show the average of the hottest day and coldest night of each month of the current years. The precipitation chart is useful to plan for seasonal effects such as monsoon climate in India. Monthly precipitations above l50mm are

5080 mm on the western hilly region to 457 mm on the eastern

mostly wet, below 30mm mostly dry.

plateau progressively declining eastwards. Pune district forms a part of the tropical monsoon land and therefore shows a significant seasonal variation in temperature as well as rainfall conditions. Climate of the western region of Pune is cool whereas the eastern part is hot and dry. Pune district is divided into four Agro-Climatic Zones as described below.Western Ghats Zone, Sub-Mountain Zone - Transition Zone-l with red to reddish brown soils, Western Maharashtra Plain Zone -- Transition Zone-II with Greyish Black Soils, Scarcity Zone- With Sharif - cum Rabi Cropping.

WIND ANALYSIS:

SUN PATH AND WIND DIRECTION DIAGRAM:

Data Analysis-This diagram for Pune shows the days per month, during which the wind reaches a certain speed. Here in Pune, there are steady strong winds from December to April, and calm winds from June to October.

SUN PATH

SUN DIRECTION

RES IDEN T

IAL

ARE A

WIND DIRECTION

TOTAL PLOT AREA = 34,200 SQ.MT RG 25 PERCENT OF TOTAL PLOT = 8550 SQ.MT

PROPOSED SITE AT YERWADA, PUNE

SITE SUN PATH - EAST TO WEST VIA SOUTH

Data Analysis- the wind rose for Pune shows how many hours per year the wind blows from the

WIND DIRECTION - SOUTH WEST TO NORTH EAST

indicated direction. Example SW: Wind is blowing from South-West (SW) to North East (NE). Cape Horn, the southernmost land point of South America, has a characteristic strong west-wind,

LOCATION - PUNE REA

TIAL A SIDEN

PROJECT - FILM INSTITUTE AND STUDIOS SITE AREA - 34,200 SQ.MTS

which makes crossings from East to West very difficult especially for sailing boats. NORTH

SITE ANALYSIS

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270

ZONING:

BUBBLE DIAGRAM: E IC V R SE

Y TR N E

STAGE 1

ENTRY

STAGE 2

CAFE

L HOSTE

CANTEEN

PA CE S

girls

HOSTEL

STUDIOS NDS PLAYGROU

r room generato

tor room genera S ROOM CLASS

AMPHIT

E HEATR

ROD. POST P STUDIO

INSTITUTE

NTR Y

S E R VIC EE

CAF E REA D AREING A E CANTE

ING PARK

S E R VI C E E NTR Y

OPEN S PACES

EN KITCH

N AREA ECEPTIO FOYER/R AREA /ADMIN

HOSTEL

CAFE

PRODUCTION STUDIOS

AUDITORIUM

G PARKIN

HOSTEL

PRODUCTION STUDIOS

PARK

CTION PRODU STUDIO

FILM SCHOOL

OD. PRE PR STUDIO

CANTEEN/CAFE

READ AREIANG

ALLS AUDI/ H

Y TR EN

PRE/POST STUDIOS

G PARKIN

ING PARK OPEN EXHIBI

TION AREA

G PARKIN XHIBITIO N

OPEN E

AREA

PLAYGROUND

ING

PRE PRODUCTION STUDIOS

POST PRODUCTION STUDIOS

boys

OPEN SPACES

PE NS

SCHOOL AREA

PE N S PA CE S

Y TR N E

LEGEND

/E ENTRY

XIT

IT ENTRY/EX

PROPOSED SITE AT YERWADA, PUNE (SITE AREA-34,200 SQ.M)

STAGE 1 ZONING MODEL:

STAGE 2 ZONING MODEL:

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CONCEPT AND ZONING

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270

ELECTRICAL METER ROOM DG SET SUB STATION ELECTRIC PIPE

SEWAGE IC CHAMBER

IC CHAMBER

DUCT

IC CHAMBER

CC' IC CHAMBER

IC CHAMBER

SEWAGE DRAIN PIPE WATER SUPPLY OHT

IC CHAMBER

STORM WATER DRAIN 400mm WIDE

FIRE DUCT ELECT DUCT

IC CHAMBER

WATER SUPPLY

IC CHAMBER

CAFE ENTRY

IC CHAMBER

BB'

IC CHAMBER

WATER SUPPLY PIPE FROM WATER MAIN

IC CHAMBER

FIRE DUCT

LIFT

WATER SUPPLY OHT IC CHAMBER

LIFT LIFT SERVICE

ELECT DUCT

IC CHAMBER

FIRE DUCT

IC CHAMBER

CC'

IC CHAMBER

WATER SUPPLY PIPE FROM UGT TO OHT

IC CHAMBER

PANTRY

SERVICE ENTRY

ENTRY

IC CHAMBER

UNDERGROUND WATER STORAGE TANK

IC CHAMBER

AA'

AA' EXIT

RES IDEN T

IC CHAMBER 0.9M x 0.45M AT A DISTANCE OF 12M C/C

IC CHAMBER

VRV DUCT

IAL

ARE A

IC CHAMBER

WATER PUMP

IC CHAMBER

ELECT DUCT

FIRE FIGHTING

IC CHAMBER

METER ROOM

FIRE DUCT

FIRE FIGHTING TANK

DG SET

ELECTRIC SUBSTATION

DROP OFF

ROOM IC CHAMBER

IC CHAMBER

BB'

FIRE HYDRANT AT 30M C/C FIRE FIGHTING PIPE SIAMESE CONNECTION

ENTRY

EXIT

ENTRY/EXIT

PROPOSED SITE AT YERWADA, PUNE

A E R A L A I T N E D I S RE

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SERVICES

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270

TOTAL WATER SUPPLY REQUIREMENT ·

INSTITUTE

No. of students + teaching staff + non-teaching staff + kitchen and cleaning and security staff + visitors = =

250+45+20+30 345

According to NBC, for institutional bldgs. Domestic need per head = 25ltr. Flushing need per head = 20ltr. Total = 45ltr per head

· AUDITORIUM Total no. of seats = 250

UGT CALCULATIONS

Flushing supply per seat = 10ltr. Total = 15ltr. Total water supply needed required for auditorium = no. of seats x supply per head = 250 X 15 = 3750ltr

Total water supply required for the institute = no. of people x supply per head = 345 X 45 = 15525ltr

OHT CALCULATIONS

( Institute )

( Hostel )

UGT AND OHT CALCULATIONS UGT for the institute and auditorium combined Total water required = 19275+18630+1750 = 39655 ltr. (OHT capacity)

According to NBC, Domestic supply per seat = 5ltr.

OHT CALCULATIONS

UGT capacity should be of 1.5 days = 39655 x 1.5 = 59483 ltr. Volume = 59483 / 1000

= 59.48 cu.m.

Height = 1.8m Therefore V = L x B x H H = 1.8m , B = X, L = 2X 59.48 = 2X x X x 1.8 59.48 / 1.8 = 2X² 2X² = 33.04 X² = 33.04 / 2 X² = 16.52 X = √16.52 X = 4.06

B=X SO, B = 4.06m Rounding off to 4.1 B = 4.1m L = 2X L=2xB L = 2 x 4.1 L = 8.2m

UGT dimensions = 8.2 x 4.1 x 1.8

Total water required for institute = 19275 ltr. [ OHT CAPACITY ]

Total water required for hostel = 18630 ltr. [ OHT CAPACITY ]

Volume = 19275 / 1000 Height = 1.8m Therefore V = L x B x H H = 1.8m , B = X, L = 2X 19.28 = 2X x X x 1.8 19.28 / 1.8 = 2X 2X²= 10.71 X² = 10.71 / 2 X² = 5.36 X = √5.36 X = 2.32

= 19.275 cu.m.

Volume = 18630 / 1000 Height = 1.8m Therefore V = L x B x H H = 1.8m , B = X, L = 2X 18.63 = 2X x X x 1.8 18.63 / 1.8 = 2X 2X²= 10.35 X² = 10.35 / 2 X² = 5.18 X = √5.18 X = 2.28

= 18.630 cu.m.

B=X SO B = 2.32

L=2X L=2 x B L=2 x 2.32 L= 4.64

B=X SO B = 2.28

L=2X L=2 x B L=2 x 2.28 L= 4.56

OHT tank dimensions = 4.64 x 2.32 x 1.8

OHT tank dimensions = 4.56 x 2.28 x 1.8

So, Institute + Auditorium: 15525+3750 = 19275lts

· Hostel:

· Cafe:

Students: 130 (65- boys, 65- girls) Staff: 83 Total=138 According to NBC, for institutional bldgs. Domestic need per head = 90ltr. Flushing need per head = 45ltr. Total = 135ltr per head Total water supply required for the institute = no. of people x supply per head =138 x 135 =18630ltr

Customers: 45 Staff: 5 Total=50 According to NBC, for institutional bldgs. Domestic need per head = 25ltr. Flushing need per head = 10ltr. Total = 35ltr per head Total water supply required for the institute = no. of people x supply per head =50 x 35 =1750ltr

FIREFIGHTING REQUIREMENT · FIREFIGHTING (STATIC TANK) FOR SCHOOL BUILDING + AUDITORIUM: According to NBC, if the structure height is 15m or below 15m then no underground static

0HT STATIC TANK CALCULATION

( Institute )

( Hostel )

Total water required = 10000 ltr. Volume = 10000 / 1000 = 10cu.m.

V=LxBxH V = 10,H = 1.8, B = X, L = 4.64 as it is connected with domestic OHT ] 10 = 4.64 x X x 1.8 10 / 1.8 = 4.64 x X So, X = 1.2 Rounding off to 1.2 SO B = X B = 1.2m

V=LxBxH V = 10,H = 1.8, B = X, L = 4.56 as it is connected with domestic OHT ] 10 = 4.56 x X x 1.8 10 / 1.8 = 4.56 x X So, X = 1.2 Rounding off to 1.2 SO B = X B = 1.2m

or firefighting tank is required. Firefighting tank required in overhead (OHT) = 10000ltr Capacity.

NORTH

CALCULATIONS

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270

SOLAR PANEL:

VRV OR VRF SYSTEM VRV OR VRF SYSTEM

Variable Refrigerant Volume (VRV) system is a multi-split type air conditioner. VRV has also been referred as. Variable Refrigerant Flow (VRF) that uses variable refrigerant flow control to provide customers with the. ability to maintain individual zone control in each room and floor of a building.

Solar panels are those devices which are used to absorb the sun's rays and convert them into electricity or heat. A solar panel is actually a collection of solar (or photovoltaic) cells, which can be used to generate electricity through photovoltaic effect.

CALCULATIONS EFFECTIVE VOULME OF ALL FLOORS = 21645 CU.M. TONNAGE REQUIRED FOR COOLING = EFFECTIVE VOLUME / 40 = 21645 / 40 541.12 TONS = ROUNDING OFF TO 550 TONS PROPOSED VRV SYSTEM – DAIKIN X SERIES VRV MODEL NO. = RXQ60ARY6 COOLING CAPACITY = 573000 BTU

ROPOSED DAIKIN VRV SINGLE UNIT CAPACITY = 573000 BTU 1 TON = 12000 BTU SO, 550 TONS = 12000 X 110 = 1320000 BTU (13 LAKHS BTU) TOTAL NO. OF VRV UNITS = REQUIRED COOLING CAPACITY / COOLING CAPACITY OF 1 UNIT = 1320000 / 573000 = 2.30 UNITS ROUNDING OFF TO 2 UNITS OF DAIKIN X SERIES VRV SYSTEM

NORTH

VRV AND SOLAR PANEL

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270

HANDRAIL IN 2" DIA (ms circular section)

BALUSTRADE IN 141" X 141" (ms square section) TOP RAIL 1" X 1" (ms square section) GLASS STIFFENER IN 1" X 1" (ms square section) 150 MM THK RCC WAFFLE

TOE WALL OF 1 BRICK COURSE

30 MM THK GYPSUM BOARD 750 MM THK RCC BEAM

CONCRETE SLAB 7" THICK

150 MM THK RCC SLAB

SPACE LEFT FOR SERVICES DUCTING

ELEVATION RCC COLUMN

CONCRETE SLAB 7" THICK HANDRAIL IN 2" DIA (ms circular section)

INSIDE

SQUARE SECTION IN 141" X 141" (ms square section)

WAFFLE SLAB DETAIL

TOP RAIL IN 1" X 1" (ms square section) GLASS

PLAN

BALCONY DETAILS

Structural mullion

insulating glass unit Structural silicone sealant Space Gasket Structural silicone weather seal

LINTEL

CAPITAL

TYPICAL HEIGHT

6.62M 5.0M

5.0M COLUMN SPACING

COLUMN SPACING

COLUMN

THERMAL INSULATION CONCRETE OR BRICK WALL ALUMINIUM SUB STRUCTURE BASE

ELEVATION

WOODEN PERGOLA DETAIL

FACADE CLADDING BOARD 6-10MM

CURTAIN WALL DETAIL

WOODEN FACADE DETAIL NORTH

DETAILS

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270

HIGH PRESSURE LAMINATES (HPL):

MATERIALS USED:

HIGH PRESSURE LAMINATES panels are a form of

cladding typically manufactured by layering sheets of wood or paper fibre with a resin and bonding them under heat and pressure. They sometimes include additional chemicals to provide fire retardant properties and are available in a wide range of colours and finishes.

CONCRETE

GLASS

WOOD

CURTAIN WALL SYSTEM:

PERGOLA: A pergola is an outdoor garden feature forming a shaded walkway, passageway, or sitting area of vertical posts or pillars that usually support cross-beams and a sturdy open lattice, often upon which woody vines are trained.[1] The origin of the word is the Late Latin pergula, referring to a projecting eave. As a type of gazebo, it may also be an extension of a building or serve as protection for an open terrace or a link between pavilions. They are different from green tunnels, with a green tunnel being a type of road under a canopy of trees.

Curtain Wall System is an outer covering of a building in which the outer walls are non-structural, utilized only to keep the weather out and the occupants in. Since the curtain wall is non-structural, it can be made of lightweight materials, thereby reducing construction costs. When glass is used as the curtain wall, an advantage is that natural light can penetrate deeper within the building.

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MATERIALS

TOPIC - FILM INSTITUTE AND STUDIOS

DR. BALIRAM HIRAY COLLEGE OF ARCHITECTURE, MUMBAI

SHETTY SMARAN SUDESH SMITA

UNIVERSITY SEAT NO - 6270