TEJAS JADHAV | ARCHITECTURAL UG PORTFOLIO | KLE TECHNOLOGICAL UNIVERSITY

ARCHITECTURAL UG PORTFOLIO

TEJAS JADHAV, B. ARCH KLE TECHNOLOGICAL UNIVERSITY (BVB)

“

There’s an old saying,

Manners maketh the man. I think they also make good architecture.

- Laurie Baker

01

Tejas Jadhav Hello, I am a Belagavi native, studying B. Arch at K.L.E. Technological University, Hubballi.

As a child, I was always passionate and bent more towards visual and fine arts, and later decided to pursue my career too around this passion itself.

Keenly an observant towards whatever is going on within and around me, to constantly keep understanding myself and the world with better and vivid perspectives.

Architecture brought this quality of mine to use, not only in observing the works of other artists, but also to appreciate and sensibly critic upon other changes happening in the society.

02

03

C URRICULUM V I TA E E D U C AT I O N ‘A B C ’ A B O U T M E • • •

Always believe in doing the given work with fullest attention and potential.

Building relations with social interactions.

Calm and patient going in any situation.

E X T R A- C U R R I C U L A R S • •

Since childhood, I was fond of playing Chess and Football a lot; have also played till District levels in the same.

I have been passionately working in Performing Arts, Direction, Format Writing, Poetry, Acting from past 8 years. years.

C O N TA C T +91-9964907504 tejasjadhav7110@gmail.com

• • •

2005 - 2018 ST. PAUL’S HIGH SCHOOL, BELAGAVI. SSLC

• • •

2018 - 2020 R.L.S. P.U. COLLEGE, BELAGAVI. PCMB

• • •

2020 - 2025 K.L.E. TECH. UNIVERSITY (B.V.B.), HUBBALLI Bachelors of Architecture (studying)

SKILLS AUTO CAD REVIT

www.page2stage.in

IN DESIGN

Pt. no. 66, Cauvery colony, Guruprasad nagar, Belagavi - 590006

CONTENT WRITING ADOBE PREMIERE PRO

EXPERIENCE • • •

Founder of Page To Stage - a Theatre Arts & Film Production Company - 2018 Co-Founder of KLE Tech Drama Club at KLE Technological University - 2021; currently serving as the Executive Head.

Director at Belgav Theatre Association 2022.

F L U E N T L A N G UA G E S •

SKETCHUP MS OFFICE, WORD, EXCEL HAND DRAFTING/MODEL MAKING VOCAL COMMUNICATION PHOTOGRAPHY/VIDEOGRAPHY

English, Hindi, Marathi and Kannada.

04

05

CONTENTS ‘Kharedi Bazaar’ S H O P P I N G M A L L C O M P L E X , B E N G A L U RU

‘Majha Ghar’ WO R K I N G D R AW I N G , M Y R E S I D E N C E

‘A u d h y o g i c Ra h a d a r i ’ INDUSTRIAL HOUSING, KANAGAL

‘Sahakari Zaga’ C O -WO R K I N G S PA C E , H U B B A L L I

‘Bandhkaam Sahitya’ B U I L D I N G C O N S T RU C T I O N M AT E R I A L S

‘Prabhat’ D UA L B A N Q U E T H A L L , M A C C H E

‘Vividha’ M I S C E L L A N E O U S WO R K S & ACHIEVEMENTS

06

01

‘Kharedi Bazaar’ SHOPPING MALL , BENGALURU

07

• • • • •

141.91

100.23

93.33

SHOPPING MALL AND BANQUET AREA: 15,186 SQM 3.75 ACRES

PROJECT : SHOPPING MALL COMPLEX YEAR : DESIGN STUDIO - V SEM (2022) LOCATION : BOMMASANDRA, BENGALURU. AREA : ~ 3.75 ACRES DESIGN BRIEF : Proposed Shopping Mall Complex at Bangalore along with a Banquet Hall in the site for collective organizational activities like shopping, marketing and conventional gatherings; for the welfare of local public and business community stakeholders.

FACULTY INCHARGE : Ar. Abhishek Patil.

148.59

• NORTH

C ASE S TU DY CIRCULATION :

ABOUT : • • • • • • • • •

MULTIPLEX : •

Architect : Brennan Beer Gorman Topography : Plain Site Area : 8777 sq. M Launched in : May 2000 Land approach : 2 Entrance, 1 Exit Ground Coverage : 41% Height : 26m (G + 6) Built Area : 20,576 sq. M. Setback : side = 7.5, front = 25m

•

• •

AREAS :

Multiplex are located at third and sixth floors.

They can be escalators, lifts and staircases.

All multiplexes connected with a common corridor.

A common lobby has been provided for both multiplexes.

ZONING :

PARKING : • •

• •

ROOFS :

Parking is provided at lower ground floor and basement at –2 level.

Total area for parking is 2700 sq. m.

Parking area is 23% of the total built up area.

There is a total number of

.

110 car parking

AREA TABLE : HOARDING AND SIGNAGES :

The building's exterior surface is efficiently used for the advertisements and also not affecting the aesthetics.

FAÇADE FINISHES :

Contemporary outlook has been maintained with the use of materials currently trending like aluminium composite panels and glazed facades.

A CASE STUDY WAVEMALL, MALL, NOIDA - A CASE WAVE NOIDA - STUDY

• • •

TEJAS JADHAV 01FA20BAT053 IV - 'B'

D E SI GN I NF E RE NCE S D R AW N • • • • • •

Adaptation of Local Byelaws.

Byelaws.

Segregation of spaces in the given area.

Horizontal and Vertical Zoning.

Zoning.

Parking strategies opted for large public.

Facade design with respect to stakeholders stakeholders..

Standard areas of varios levels of stores and spaces.

•

•

Provision of unique spaces like - Goods carrying lifts, Big screen and small screen multiplex theatres, Night club, Kids play, Banquet hall, hall, etc.

Inclusiveness of the design in terms of culture, age and safety.

08

P LANS

5 5

11 12

12

1.

2.

3.

4.

5.

6.

SETBACK - 5 M SITE ENTRANCE SITE EXIT DROP OFF ZONES SERVICE DRIVEWAY DRIVEWAY TO BASEMENT PARKING 7. MALL ENTRY 8. BIKE PARKING - GRAVEL 9. ATRIUM SKYLIGHT 10. CONCRETE TERRACE 11. ENTRY ROOM 12. OVERHEAD WATER TANKS

5

6 5

9

6

4

21 4

4 4

5

ROOF PLAN

12 METRES WIDE ROAD

SITE PLAN

B

1

5 9

18

18

9

19

18

18

18 12

16

18

15

10

15

15

15

14

15

15

5 15

19

15

5

15

15

5

1

17

10

10

16

15

15

8

A

20 7

15

1

A'

14

11

5

25

15 7

4

14

4

13

21 6

4

4 5

3 2 1

B'

GROUND FLOOR PLAN

12 METRES WIDE ROAD

1. SETBACK - 5 M 2. SITE ENTRANCE 3. SITE EXIT 4. DROP OFF ZONES 5. DRIVEWAY 6. MALL ENTRY 7. BIKE PARKING 8. ATRIUM 9. GOODS CARRYING LIFT 10. CORRIDORS 11. ANCHOR STORE 12. SUPER MARKET 13. EMERGENCY EXIT 14. LARGE SHOPS 15. SMALL STORES 16. GENERAL STAIRS AND LIFT 17. ESCALATORS 18. TOILETS 19. SERVICE ROOMS 20. BILLING TABLES 21. BANQUET HALL 22. BIG SCREEN MULTIPLEX 23. FOOD STORE 24. MINI SCREEN THEATRE 25. COUNTER

MASTER PLAN

09

Z ON IN G 9

18

18

9

19

18

15

15

•

18

18

14

15

15

16

18

10 15

15

15

15

15

15

19

23

23

15

17

•

10

16

10 15 15

8

15

•

11 15 17

14

• 21

13

14

15

14

•

Zoning of the shopping complex evolved from multiple case study refernces including the Pacific Mall in Noida, built

by Hafeez Contractor & Co. The whole complex has been divided into 6 floors - (-2B, LG, GF, +2F) Basements : Services and vehicular parking facilities.

Ground and First floor : Commercial shops and Anchor shops, Food Court.

Second and Third floor : Night club, Creche, Pool, Cinemas, etc.

FIRST FLOOR PLAN 9

9

10

25

18

18

18

19

18

15

15

5

2

16

18

5

25

5

2

19 22 19

10 15

16

22

23

1

25

10

10

15

15

23

1

10 23 15

5

17 5

16 10

24

15

25

10

15

10

8

16

10

19

10

23 15 15

15

10

10

14

10

10

14 21

10

13 14

19

SECOND FLOOR

17

12 11

10

13

9

14

8

15

7

18

19

20

13

10

5

BASEMENT 1 & 2

21

16

6

5

4

3

2

1

S I T E E L E VAT I O N & S E C T I O N

10

C I RC U L ATI O N

M OVEM EN T THIRD FLOOR

• •

• SECOND FLOOR

• •

• FIRST FLOOR ESCALATORS

Accessibility to the mall is from the adjacent 12 metres road. road.

Parking for bikes is given at the left on the entrance with space allotment for about 1000+ bikes.

Parking for cars is in the 2 Basement levels that is approached by the driveway surrounding the complex from the left side.

Car parking can accomodate about 500+ cars in total on both floors.

Drop-off zone can be directly accessed from the entrance and which leads to the exit without hindering other areas.

Total 2 entries are meant for pedestrians, 2 entries for vehicles and single exit towards the 12 metres road.

STAIRCASE WITH LIFT

GROUND FLOOR

BASEMENT PARKING

BASEMENT PARKING

S PAT IAL F EAT UR E S • • • • • • • • • • • • • •

Bike Parking 2 Basements for Car Parking 5 metres driveway around the mall.

Banquet of 300 capacity.

Atrium of 800 capacity 35 Small shops 12 Large stores 8 Anchor shops 1 Supermarket 1 Miniscreen Theatre 1 Big screen Cinema Goods carrying llifts Night Club Creche

11

12

02

‘Mazha Ghar’ WO R K I N G D R AW I N G , M Y R E S I D E N C E

13

9000

•

16000

• • • •

TOTAL AREA = 144 SQ. M.

N

•

PROJECT : WORKING DRAWING OF G.R. JADHAV RESIDENCE YEAR : W.D. STUDIO - V SEM (2022) LOCATION : CAUVERY COLONY, BELAGAVI. AREA : ~ 144 SQ . M. DESIGN BRIEF : Proposed Residential House taken for the course of Working Drawing project.

The house is a single storey 2BHK house. It was built 18 years and back and has a RCC Structured construction.

FACULTY INCHARGE : Ar. Suchitra K

ENTRY

6 METRES WIDE ROAD

NOTES:

9000

SCHEDULE OF OPENINGS

1500

D2

SIZE

OPENINGS

TOILET

BATHROOM

R3

SITE LEVEL PLAN

MD (MAIN DOOR) BD (BACK DOOR)

1100 X 2100 MM

W2, W3, W4, W5, W6, W7

2000 X 1500

W1, W8, W9

800 X 1500

KITCHEN

1500

REVISIONS:

16000

SCHEDULE OF SPACES

R2

R1

ROOMS

D1

1500 HALL

HALL

HALL

SIZE

HALL

5500 X 4000 MM

ROOM 1, 2 & 3

3000 X 3000 MM

KITCHEN

3000 X 4000 MM

BATHROOM

1500 X 2000 MM

TOILET

1500 x 1500 MM

DRAWING TITLE: SITE LEVEL PLAN.

ENTRY

1500

PROJECT: PROPOSED RESIDENCE FOR MR. G. JADHAV AT BELAGAVI. ASSOCIATE ENGINEER: MR. XYZ SCHOOL OF ARCHITECTURE KLE TECHNOLOGICAL UNIVERSITY NAME: TEJAS JADHAV USN: 01FA20BAT053 DRAWING NO: SHEET NO: 01 SUBJECT: WORKING DRAWING DATE: SEM: 5TH DIV: 'B' SCALE: 1:50

PROPOSED RESIDENCE FOR Mr. G. JADHAV, AT BELGAUM

AR. PRIYA K AR. SUCHITRA SIGNATURE:

N

UNDER THE GUIDANCE OF:

REMARKS:

14

A

B

D

C

E

1500

SCHEDULE OF FOOTINGS

1

E1

D1

BD

1

1200 X 1200 MM

ALL FOTTINGS

SCHEDULE OF OPENINGS

1500

A1

B'

SIZE

FOOTING

2

A2

E2

D2

COLUMN

1500 400

3000

P.C.C BED 1:4:8 C

4

A4

C4

B'

D4

W6

2000 X 1500 MM

W1

800 X 1500 MM

D1, D2, D3, D4, D5

950 X 2100 MM

W6

2000 x 1100 MM

W8, W9

800 x 800 MM

D1 R2

R1

3000 X 3000

3000 X 3000

W4

W5

4

E4

W2, W3, W4, W5, W7

3000 X 4000 D3

SECTION AT BB' B

D2

SCHEDULE OF SPACES

MD 1200

200

HALL

200

4000

200

HALL

P.C.C BED 1:4:8 C 1200X1200 PAD FOOTING

B5

D5

B'

1200

B

5

5500 X 4000

A'

1500

1000

2500

C

B

F3

D

SIZE

HALL

5500 X 4000 MM

ROOM 1, 2 & 3

3000 X 3000 MM

KITCHEN

3000 X 4000 MM

BATHROOM

1500 X 2000 MM

TOILET

1500 x 1500 MM

W2

ENTRY

ISOLATED PAD FOOTING

1500

A'

W1

COLUMN

200

1500

A

W3

MAIN REINFORCEMENT 12MM AT 150 c/c BOTH X AND Y DIRECTIOM

PLAN

3500 1500

HALL

ROOMS

1500

5

E5

1100 X 2100 MM

3000

50MM CLEAR COVER MAIN REINFORCEMENT 12MM AT 150 c/c BOTH X AND Y DIRECTIOM

MD (MAIN DOOR) BD (BACK DOOR)

KITCHEN

3000 X 3000

40MM CLEAR COVER

3

E3

D3

C3

SIZE

OPENINGS

W9

1500 X 2000

R3

LATERAL TIES 2 No.s 16 MM ø

150

A3

BATHROOM

W7

MAIN REINFORCEMENT 2 No.s 16 MM ø

GL

3

D4

1500 X 1500 D5

3000

C2

TOILET W8

2

B

FOOTING DETAILS SCALE - 1 : 50

E

FLOOR PLAN

F O O T I N G LV L . P L A N

9000

1200

SINTEX WATER TANK

TERRACE TANK

150

1 M PARAPET WALL RCC SLAB

1300

2500

CONCRETE WALL

5600

3000

750

1600

900

1300

HALL

3500

1 BRICK THK. WALL

SECTION AT A - A'

16000

TERRACE

1400

TERRACE SLAB LVL.

7500

LINTEL LVL.

3400

BED R00M 1 BED R00M 3 TOILET

HALL MAIN GATE

PLINTH LVL.

GROUND LVL.

2500

SECTION AT B - B'

TERRACE PLAN

SECTIONS

STAINLESS STEEL PIPE 30 MM DIA

17

12 10

13

9

14

8

15

19

20

21

10MM THICK TILE RCC WAIST SLAB

16

DETAIL AT 'A'

7 6

B

10 MM THICK TILES

5 4

3

A 2

16

1

GROUND FLOOR LVL

13

14

15 16

17

18

19 20

21

10

9

8

7

5

4

3

2

1

6

NORTH-WEST SIDE ELEVATION

SCALE - 1:10

DETAIL AT 'B'

SCALE - 1:5

STAINLESS STEEL PIPE 30 MM DIA

DN

UP 12

8MM RADIUS ROUNDED TILE NOSING RCC SLAB

STAIRCASE SECTIONAL ELEVATION

11

FIXING PLATE 15MM THICK SCREW INTO CONCRETE

TERRACE LVL

16

MID LANDING 11

18

STAINLESS STEEL PIPE 30MM DIA

UP

RCC WAIST SLAB

RAILING DETAIL

STAIRCASE PLAN SCALE - 1:10

SOUTH-EAST SIDE ELEVATION

S TA I R C A S E D E TA I L S

E L E VAT I O N S

15

A

1200

230MM THK BRICK WALL

185

230X100MM RCC LINTEL 65X100 FRAME B

230

120X32 TOP RAIL

GEYSER P TRAP

SLOPE

837

19MM THK PANEL

D

SHOWER SET SHOWER AT 1.9 SILL LVL

1800

2100 180

100X32 STILE

8 MM THK GLASS DOOR 25 THK ALLUMINIUM SHUTTER FRAME

B'

C

120X32 BOTTOM RAIL

120

FFL

FFL

FLUSH VALVE AT 25MM LVL

INTERLOCKING

HEALTH FAUCET

'F'

SILL LVL 800MM

DETAIL AT 'E'

D'

SCALE 1:2

SECTION AT D - D'

'E'

40 * 90 ALLUMINIUM FRAME 6 MM THICKNESS GLASS DOOR

1800

SECTION AT C - C'

D2

PLAN

B'

SCALE 1:10

SCALE 1:10

120MM THK RCC SLAB SHOWER AT 1900 MM LVL 230MM THK BRICK WALL 12MM THK PLASTERING

FRAME AT TOP AND SIDE DETAIL AT 'F'

HINGE 32MM THK TW SHUTTER

25x45x30 ALUMINIUM FRAME

SCALE 1:5

10 MM THICK BARS AT EQUAL SPACING

800

INSIDE

FIXING BY BUTT JOINT 19MM THK TW BATTEN

DETAIL AT 'B'

SCALE 1:5

CONCEALED PIPE AND LEAKY JOINTS 300MM THK EARTH FILLING

100 MM THICK CAPING

ELEVATION

32MM THK TW SHUTTER

C-CHAIR TYPE STAND WALL MOUNTED EWC

5MM PLAIN GLASS

550

MS HOLD FAST

DETAIL AT 'A'

200MMX120MM GEYSER

18 MM THICK PLASTERING 120MM THICK RCC LINTEL

65X100 FRAME

WASH BASIN

STAINLESS STEEL WITH WATER FAUCETS JAQUAR CERAMIC WITH SEAT 440MM ABOVE FFL WITH FLUSH AND WATER FAUCET JAQUAR BASIN WITH CERAMIC COUNTER TOP AND GLASS MIRROR. STAINLESS STEEL TOWEL HANGER

90

50 *25 SHUTTER

SCALE 1:10

WESTERN COMODE

35

100X32 STILE 19MM THK PANEL

SHOWER

300X300 SQUARE VITRIFIED TILES 10MM CEMENT MORTAR 5MM MATTE

230MM BRICK WALL

25x45x30 ALUMINIUM FRAME 5MM PLAIN GLASS 10 MM THICK GLASS

80

230

230 230

B

SECTION AT A-A'

SPECIFICATION OF FIXTURES

DIMENSION SHAPE MATERIAL MORTAR THK MORTAR TYPE TILE THK TILE FINISH

HANGER

32MM THK TW SHUTTER

A

SPECIFICATION OF TILES

430X550 CERAMIC COUNTER TOP WASH BASIN AT 800MM MIRROR AT 900MM LVL FROM FFL

WINDOW ELEVATION

SECTION AT B-B'

230MM THK BRICK WALL 65X100 FRAME

A'

A 6MM GLASS THICKNESS

C'

A'

DOOR ELEVATION (OUT)

N TRAP

SLOPE

SHUTTER FRAME

100 MM THK ALLUMINIUM FRAME

1200

778

B

GLAZED TILES UPTO CEILING

SECTION AT GG'

SECTIONAL ELEVATION AT A-A'

SECTIONAL ELEVATION AT B-B'

SCALE 1:10

SCALE - 1:10

PLAN OF VENTILATOR

F R A M E S ’ D E TA I L S

T O I L E T D E TA I L S

S A N C T I O N D R AW I N G

16

03

‘A u d h o g y i c Ra h a d a r i ’ INDUSTRIAL HOUSING, KANAGALA

17

• • •

346 m

771

772

768

94.3 m

772

767

766

770

765

• •

194.7 m

764 763 762

761 75 75 7 8

77

0

75

9

770

757

769

760

768 755 756 757

767

•

PROJECT : PROPOSED INDUSTRIAL HOUSING YEAR : DESIGN STUDIO - VI SEM (2023) LOCATION :KANAGAL INDUSTRIAL TOWN, BELAGAVI. AREA : 10.87 ACRES / 44,000 SQ . M. DESIGN BRIEF : Gold plus float glass company intend to come up with a housing colony for the employees. The main aim of both companies is to give the employees a sense of community living since they will be living outside the city. The project’s main aim shall be to accommodate all the grades of employees in a community with worldclass amenities.

FACULTY INCHARGE : Ar. Rohini Malagi

P RE-DE SI G N STU DY •

•

•

Had considered Birla Navya Housing project as a case-study. It gave insights on the spaces that are require in a given industrial housing with respect to the type of people living there.

Various spatial benefits like providing Parks, Pools, Multitasking lawns, lawns, etc. can increase the community interaction as a society.

Ideas on how roads can be devised in relation with the residential spaces and create distributed accessibility for every resident.

A R E A CALCU L AT I O N SLNO

BLOCK TYPE 1 RESIDENTIAL SPACES 2 ROADS/PARKING 3 PARKS/GARDEN 4 POOLS 5 AMPHITHEATRE 6 CONFERENCE ROOM 7 P.H.C. 8 SUPERMARKET 9 PUBLIC TOILETS 10 CAFETERIA 11 BANQUET HALL 12 GYM 13 YOGA/MEDITATION 14 CLUBHOUSE 15 SALON/SPA 16 ATMs 17 LIBRARY 18 MULTI-TASKING LAWN 19 SPORTS COMPLEX 20 DIGITAL STORE 21 PLANTATIONS 22 WATER RESERVIOUR 23 RESTAURANT 24 CO-WORKING HUB 25 SERVICE AMENITIES 26 COMMERCIAL SHOPS

AREA MATRIX -Others

Space PRIVATE PUBLIC PUBLIC SEMI - PUBLIC SEMI - PRIVATE SEMI - PUBLIC PUBLIC PUBLIC SEMI - PRIVATE PUBLIC PUBLIC SEMI - PUBLIC SEMI - PUBLIC SEMI - PUBLIC SEMI - PRIVATE PRIVATE SEMI - PRIVATE PUBLIC SEMI - PUBLIC SEMI - PUBLIC SEMI - PUBLIC SERVICE PUBLIC SEMI - PUBLIC PUBLIC PUBLIC

Total Area 22000 SQ. M. 7000 SQ. M. 300 SQ. M. 500 SQ. M. 500 SQ. M. 400 SQ. M. 1500 SQ. M. 2000 SQ. M. 150 SQ. M. 300 SQ. M. 600 SQ. M. 1000 SQ. M. 500 SQ. M. 1000 SQ. M. 200 SQ. M. 120 SQ. M. 400 SQ. M. 1000 SQ. M. 3000 SQ. M. 800 SQ. M. 500 SQ. M. 300 SQ. M. 1000 SQ. M. 600 SQ. M. 1000 SQ. M. 1400 SQ. M.

No. of Units Capacity/Unit 30 560 HOUSES 4 400 CARS 3 50 KIDS 3 25 PEOPLE 1 200 PEOPLE 2 50 PEOPLE 1 20 BEDS 1 NONE 5 10 PEOPLE 1 50 PEOPLE 1 300 PEOPLE 1 50 PEOPLE 2 25 PEOPLE 1 50 KIDS 2 15 PEOPLE 2 10 PEOPLE 1 50 PEOPLE 1 200 PEOPLE 2 40 PEOPLE 1 10 SHOPS 2 2 NURSERIES 2 6 TANKS 1 100 PEOPLE 1 50 PEOPLE 2 20 SHOPS

% Land Usage Type 50% RESIDENTIAL 15.90% PUBLIC AMENITIES 0.68% RECREA./OPEN 1.13% RECREA./OPEN 1.13% RECREA./OPEN 0.90% PUBLIC AMENITIES 3.40% PUBLIC AMENITIES 4.50% COMMERCIAL 0.34% PUBLIC AMENITIES 1.50% COMMERCIAL 1.30% PUBLIC AMENITIES 2.20% COMMERCIAL 1.13% PUBLIC AMENITIES 2.20% RECREA./OPEN 0.20% COMMERCIAL 0.30% PUBLIC AMENITIES 0.90% PUBLIC AMENITIES 2.20% RECREA./OPEN 6.60% RECREA./OPEN 1.80% COMMERCIAL 1.13% RECREA./OPEN 1.30% PUBLIC AMENITIES 2.20% COMMERCIAL 1.30% COMMERCIAL 2.25% PUBLIC AMENITIES 3.10% COMMERCIAL

AREA MATRIX -RESIDENTIAL SLNO

BLOCK TYPE 1 2

BLOCK CATEGORY

A - 1BHK GUEST HOUSE

TOTAL BLOCK AREA 1000 SQ. M.

NO OF UNITS 24

UNIT TYPE

UNIT AREA

UNITS / FLOOR

TOTAL FLOOR AREA

NO OF FLOOR S

APARTMENT(1)

100 SQ. M.

4

600 - 700 SQ. M.

6

10 x 10 SQ. M.

5 x 5 SQ. M. 5 x 5 SQ. M.

UNITS SIZE (LXW)

SIZE OF SERVICE CORE

B - 2BHK SHIFT INCHARGE

8000 SQ. M.

400

APARTMENT(10)

150 SQ. M.

4

900 - 950 SQ. M.

15

12 x 12 SQ. M.

3

C - 3BHK OFFICER CLASS

6000 SQ. M.

120

APARTMENT(4)

180 SQ. M.

4

900 - 1000 SQ. M.

15

18 x 10 SQ. M.

6 x 6 SQ. M.

4

D - 3BHK + T MANAGERIAL CLASS

5000 SQ. M.

10

ROW HOUSING

200 SQ. M.

1

200 SQ. M.

1

20 x 10 SQ. M.

10 x 10 SQ. M.

5

E - 4BHK + T PRESIDENT CLASS

1500 SQ. M.

4

VILLAS

300 SQ. M.

1

300 - 350 SQ. M.

1

15 x 20 SQ. M.

5 x 5 SQ. M.

18

S ITE LEV E L PL A NNI N G SHIFT IN-CHARGE APARTMENTS

MANAGERIAL CLASS APARTMENTS

GYM, SPA/SALON

LIBRARY, CO-WORKING SPACE

P.H.C.

VISITORS' PARKING

SET BACK

+ 3.0 LVL

+ 3.0 LVL

+ 3.0 LVL

FIRE DRIVEWAY

BASEMENT PARKING

SITE SECTION AT A - A'

B 5000

+ 3.0 LVL

BASEMENT PARKING

SET BACK

SET BACK

FIRE DRIVEWAY

+ 4.0 LVL

P.H.C. BREAK ROOM CABIN

MANICURE

REST ROOM

WATER TANK

ENTRANCE

RECEPTION

UTILITY

UTILITY

BATHROOM

DINING

TEMPLE

TEMPLE

LIVING ROOM

MD BATHROOM

LIFT

BATHROOM

UTILITY

LIFT

BATHROOM

UTILITY

DUCT

DUCT

BATHROOM

LIFT

DUCT

MD

MD

BATHROOM

BATHROOM

BATHROOM

RECEPTION

LIVING ROOM

UTILITY

BATHROOM

UTILITY

LIVING ROOM

LIVING ROOM

LIVING ROOM

6000

KITCHEN

KITCHEN

7000

ENTRY

DINING

DINING

BED ROOM

10000

BED ROOM

BED ROOM

DINING

LIVING ROOM

DINING

BED ROOM

BED ROOM

LIVING ROOM

BED ROOM

10000

BED ROOM

DINING

DINING

DUCT

BATHROOM

BASEMENT ENTRY

UTILITY

TEMPLE

TEMPLE

BED ROOM

BED ROOM

DUCT

TEMPLE

TEMPLE

DINING

LIVING ROOM

LIVING ROOM

DINING

KITCHEN

BED ROOM

LIVING ROOM

BED ROOM

KITCHEN

6000

7000

7000

UTILITY

BED ROOM

LIVING ROOM

BED ROOM

DINING

BATHROOM

BATHROOM

UTILITY

UTILITY

DINING

MD

BED ROOM

KITCHEN

MD

BED ROOM

KITCHEN

BED ROOM

KITCHEN

KITCHEN

BED ROOM

DINING

MD

LIVING ROOM

BED ROOM

LIVING ROOM

BED ROOM

DINING

BATHROOM

BATHROOM

LIVING ROOM

BED ROOM

LIVING ROOM

DUCT

UTILITY

UTILITY BED ROOM

KITCHEN

MD

LIFT

MD

DUCT

LIFT

BED ROOM

KITCHEN

LIVING ROOM

BATHROOM

MD

BED ROOM

BED ROOM

DUCT KITCHEN

UTILITY

LIFT

MD DUCT

LIFT

UTILITY

BATHROOM

DINING LIVING ROOM

MD

KITCHEN

BED ROOM

BED ROOM BED ROOM

UTILITY

LIVING ROOM

UTILITY

LIVING ROOM

BATHROOM

BATHROOM

DINING

KITCHEN

BED ROOM

MD

UTILITY

UTILITY

DUCT

7000 TEMPLE

BED ROOM LIVING ROOM

BATHROOM

PARKING

BED ROOM LIVING ROOM

BATHROOM

BATHROOM

PARKING

PARKING

BATHROOM

BATHROOM

BED ROOM

BED ROOM

BATHROOM

BATHROOM

BED ROOM

KITCHEN KITCHEN TOILET UTILITY

MD

TEMPLE

BED ROOM LIVING ROOM

BATHROOM

BATHROOM DINING

LIVING ROOM

KITCHEN TOILET

GARDEN

GARDEN MD

TEMPLE

BED ROOM PARKING

KITCHEN

MAIN ENTRY

GARDEN MD

TEMPLE LIVING ROOM

TEMPLE

DINING BED ROOM

MAIN ENTRY

GARDEN MD GARDEN MD TEMPLE BATHROOM

DINING LIVING ROOM

MD

DUCT

BATHROOM

MAIN ENTRY

MAIN ENTRY

GARDEN MD TEMPLE

BATHROOM BED ROOM

BED ROOM

DUCT

GARDEN MAIN ENTRY

GARDEN MD TEMPLE

DINING

LIVING ROOM

DUCT

TEMPLE MD MAIN ENTRY

MAIN ENTRY

GARDEN MD

DINING

BATHROOM

TEMPLE GARDEN

BED ROOM

DUCT

DINING BATHROOM

MD MAIN ENTRY

LIVING ROOM

DUCT

MAIN ENTRY

BED ROOM

LIVING ROOM

DINING BATHROOM TEMPLE GARDEN

MAIN ENTRY

TOILET KITCHEN BED ROOM

LIVING ROOM

DINING MD MAIN ENTRY

UTILITY

TOILET KITCHEN BED ROOM

LIVING ROOM BATHROOM TEMPLE

BED ROOM

UTILITY

TOILET KITCHEN BED ROOM

7000

UTILITY

UTILITY TOILET

7000

DRY STORAGE

KITCHEN

KITCHEN

KITCHEN

TOILET

TOILET UTILITY

BED ROOM

BED ROOM KITCHEN

TOILET

TOILET

TOILET

TOILET UTILITY

DINING

UTILITY

DINING

DINING

DINING

LARGER POOL

BABY POOL

+ 2.0 LVL

FIRE DRIVEWAY

+ 2.0 LVL

GARDEN

BED ROOM

BED ROOM

BED ROOM

BED ROOM

BED ROOM

BATHROOM

BATHROOM

BATHROOM

BATHROOM

DUCT

DINING

LIVING ROOM

UTILITY

BED ROOM

UTILITY

KITCHEN

LIVING ROOM

DINING

BED ROOM

KITCHEN

MD

PANTRY

KITCHEN

LIFT

TEMPLE

DINING

LIFT

TEMPLE

DINING

MD

KITCHEN

PANTRY

BED ROOM

LIVING ROOM

MANAGERIAL CLASS TWIN HOUSING

CHANGING ROOM

ENTRANCE

SWIMMING POOL

UTILITY

+ 2.0 LVL

DUCT

LIVING ROOM

DUCT

BATHROOM

BATHROOM

PANTRY

BED ROOM

OUTDOOR SUPERMARKET

TEMPLE

MD

MD

GARDEN

+ 2.0 LVL CHANGING ROOM

STALLS

GARAGE

DUCT

DUCT

BATHROOM

LIVING ROOM

AUDITORIUM, INDOOR SPORTS

GENERATOR

PRESIDENTIAL VILLAS

ISLAND STALL

WASHING AREA

TEMPLE

BATHROOM

LIFT

LIFT

MD

HOTEL

COUNTER ENTRY

MINI CAFETERIA STALLS

MD

KITCHEN

PANTRY

LIVING ROOM

HALL

GROCERY

ATM, STATIONERY

PLAYGROUND

AUTOMOBILES

DINING

LIVING ROOM

MD

BAKERIES KITCHEN

STORAGE / UTILITY

BASEMENT EXIT

WET STORAGE

LIVING ROOM

UTILITY

MD

MD

MD

DUCT

LOBBY

PET PARK

TOILET

11000

GARDEN

AMPHITHEATRE

L. TOILET

A'

DUCT

+ 3.0 LVL

SHOPS

CRECHE, GAMING G. TOILET

12000

BATHROOM

LIVING ROOM

BATHROOM

DUCT

BATHROOM

LIVING ROOM

BATHROOM

BED ROOM

MOBILES, LAUNDRY

GROCERY

BATHROOM

MANAGERIAL CLASS APARTMENTS

+ 3.0 LVL

PUBLIC TOILET

BED ROOM

10000

BED ROOM

KITCHEN

BED ROOM

+ 3.0 LVL

GARDEN

GARDEN

BACK ENTRANCE

BED ROOM

BED ROOM

DINING

KITCHEN

BASEMENT EXIT

BED ROOM

SHIFT IN-CHARGE APARTMENTS

BASEMENT ENTRY 7000

DUCT

6000

MAIN ENTRANCE

KITCHEN

MD

MD

UTILITY

6000

BED ROOM

BED ROOM

PANTRY

PANTRY

BED ROOM

BED ROOM

LIVING ROOM

PANTRY

PARK

BANK

BATHROOM

BED ROOM

LIVING ROOM BED ROOM

BED ROOM

SHIFT IN-CHARGE APARTMENTS

+ 3.0 LVL

SUBSTATION

DUCT

BED ROOM

5000

BASEMENT ENTRY

COUNTER

UTILITY

MD

BATHROOM

UTILITY

DUCT

DINING

BED ROOM PANTRY

SERVICE TOWER

ENTRY

LIFT

DUCT

BATHROOM

LIFT

DUCT

DUCT KITCHEN

KITCHEN

WAITING AREA

GARDEN

GYM, SPA/SALON

COUNTER

DINING LIFT

SEC. CHECK

WATER TANK

BED ROOM

DINING

UTILITY

UTILITY

MD

DUCT

DUCT

MD

UTILITY

DUCT

DUCT KITCHEN

KITCHEN

9000

SEC. CHECK

+ 4.0 LVL

LIVING ROOM

BED ROOM

DINING LIFT

BATHROOM

MD

MD

MD BATHROOM

LIFT

GARDEN

BED ROOM

DINING

UTILITY

MD DUCT

MD

UTILITY

TEMPLE

LIVING ROOM

LIVING ROOM

BED ROOM LIVING ROOM

UTILITY

UTILITY

BATHROOM

BATHROOM

DUCT

LIVING ROOM

PEDICURE

+ 3.0 LVL CHECK IN

UTILITY

MD

MD

DUCT

MD LIFT

BED ROOM

KITCHEN

BED ROOM DUCT

LIVING ROOM BATHROOM

UTILITY

UTILITY

MD DUCT

KITCHEN

DRYER

PHARMACY

GARDEN

A

UTILITY

BATHROOM

BATHROOM

MD

MD

MD

ADMIT WARD

SEC. CHECK

UTILITY

MD

BED ROOM

KITCHEN

KITCHEN

GARDEN LIVING ROOM

BATHROOM

UTILITY BATHROOM FACIAL ROOM DUCT

TOILET

BED ROOM

KITCHEN

TEMPLE

LIVING ROOM

DINING

BED ROOM DUCT

LIVING ROOM

BATHROOM

STYLING STATION

SHAMPOO STATION

LIBRARY, CO-WORKING SPACE

DINING KITCHEN

KITCHEN

GARDEN LIVING ROOM

KITCHEN

BED ROOM

LIVING ROOM

DINING

BED ROOM DUCT

BED ROOM

LIFT NURSE STATION

G. TOILET

ENTRANCE

LANDSCAPE READING

DINING KITCHEN

KITCHEN

LIVING ROOM

BED ROOM

BED ROOM BED ROOM

LIVING ROOM

DINING

FACIAL ROOM

BED ROOM

KITCHEN

BED ROOM BED ROOM

H. TOILET

PATIENTS LOBBY

BED ROOM

KITCHEN

MED. LAB

BED ROOM

DINING

X-RAY

L. TOILET

MED. OFFICER

KITCHEN

MD

DIAGNOSIS LAB

BED ROOM

BED ROOM

BED ROOM

BREAK ROOM UTILITY

SEATINGS

LIBRARIAN

+ 4.0 LVL

BED ROOM BED ROOM

KITCHEN

LIVING ROOM

VISITORS' PARKING

BED ROOM

MAIN ENTRY

SET BACK

5000

INDOOR SUPERMARKET SET BACK

ROOM

BACK DOOR

MULTI-TASKING LAWN

STAGE

ROOM

TOILETS

+ 1.0 LVL

-

+ 1.0 LVL

+ 1.0 LVL

STAGE

TOILETS

BANQUET HALL

FOOD ARENA

- UNDERGROUND DRAINAGE SYSTEM / GUTTERS

-

- FOOTPATH WITH FENCING FOR PEDESTRIAN MOVEMENT

-

ENERGY SAVING : BY THE USAGE OF SOLAR PANELS ON THE ROOFTOPS OF ALL BUILDINGS.

- UNIT LEVEL GRASS GROUND

-

+ 1.0 LVL

SEC. CHECK

GLASS EXPERIENCE CENTRE

ECOLOGICAL BALANCE : BY PLANTING AROUND 500 + ADDED TREES ON THE SITE ON VARIOUS LEVELS.

- GRASS LAWN

WELCOME AREA

-

ENVIRONMENT FRIENDLY : THROUGH THE USAGE OF

-

DUST - FREE CAMPUS : BY LAYING PAVED FOOTPATHS AND

APPLIANCES AND WELL VENTILATED RESIDENTIAL SPACES.

- WATER POOL GARDEN

WATER TANK

+ 0.0 LVL

- FIRE DRIVEWAY - RETAINING WALL 400 MM THK

S.T.P.

ARBORVITAE

-

GULMOHAR TREE

-

RED MAPLE

-

FLOWERING PLUM

-

GOLDEN RAIN TREE

-

CHRISTMAS TREE

-

NEEM TREE

-

ASHOKA TREE

VEHICULAR ROADS. -

SELF - RELIABLE : IN TERMS OF COMMERCIAL AND PUBLIC

-

HAWTHORN

AMENITIES PROVIDED WITHIN THE SITE.

-

FLOWERING PLUM

-

SMOKE - REDUCTION : DUE TO PROVISION OF VISITOR'S

-

FRUIT TRESS

GUEST PARKING

- 6 m WIDE ROADS FOR VEHICULAR MOVEMENT

FIRE DRIVEWAY

BOUGAINVILLEA

-

CONSERVATION OF WATER : THROUGH RAIN WATER HARVESTING AND SLOPED WATER CHANNELS CHANNELS.

PLANTATIONS

HALL ENTRANCE

+ 1.0 LVL

LANDSCAPE TREES PLANTATIONS

SUSTAINABLE DESIGN STRATEGIES ADOPTED

MASTER PLAN LEGEND

SERVICE PARKING SEC. CHECK

PARKING AT THE ENTRANCES OF THE SITE.

SET BACK

- 5 m SET BACK

B'

-

GREEN CAMPUS : BY ADDING MORE OF OPEN GREENS, OPEN LANDSCAPE SPACES AT SITE AND UNIT LEVEL.

- STREET LIGHT POLES

-

OAK TREE

-

PLUMERIA ALBA

MASTER PLAN & SECTION 346 m

115 m

SET BACK

+ 4.0 LVL

90 m

DRIVEWAY

+ 4.0 LVL

SET BACK

DRIVEWAY

+ 4.0 LVL

+ 4.0 LVL

VISITORS' PARKING

WATER TANK

WATER TANK BASEMENT ENTRY LIFT

LIFT

LIFT

LIFT

BASEMENT PARKING LIFT

BACK ENTRANCE

LIFT

BASEMENT PARKING LIFT

LIFT

LIFT

LIFT

UNIT LEVEL STILT PARKING BASEMENT ENTRY

99.5 m DRIVEWAY

+ 3.0 LVL

BASEMENT EXIT

+ 3.0 LVL

LIFT

LIFT

LIFT

LIFT

40 m

BASEMENT EXIT

94.3 m

+ 3.0 LVL

LIFT

+ 3.0 LVL

LIFT

+ 3.0 LVL

DRIVEWAY BASEMENT PARKING MAIN ENTRANCE

BASEMENT ENTRY

BASEMENT EXIT

+ 2.0 LVL

+ 2.0 LVL

FIRE DRIVEWAY

+ 2.0 LVL

194.7 m

+ 2.0 LVL

SET BACK

232 m

SERVICE PARKING

+ 1.0 LVL

+ 1.0 LVL

- BASEMENT PARKING SPACE

100.9 m

MAIN ENTRANCE

+ 1.0 LVL

- 6 m WIDE ROADS FOR VEHICULAR MOVEMENT, DRIVEWAY

+ 1.0 LVL

- UNDERGROUND DRAINAGE SYSTEM WATER TANK

+ 0.0 LVL

- 5 m SET BACK S.T.P.

VISITORS' PARKING

FIRE DRIVEWAY

- SITE BOUNDARY SET BACK

113.5 m

UNDERGROUND LEVEL PLAN

19

R E SI DE NT I A L U NI TS 20000 MAIN ENTRY

DINING

TANK

TERRACE

TOILET KITCHEN

BED ROOM

BATHROOM

BED ROOM

15000

PARKING BATHROOM

LIVING ROOM

THEATRE ROOM

BED ROOM

WATER SUMP TANK

BATHROOM

PANTRY

TEMPLE

MD

GARDEN

FIRST FLOOR

GROUND FLOOR

PRESIDENTIAL CLASS VILLA 18000

UTILITY

INT. STAIRS

BATHROOM

INT. STAIRS

TOILET

TANK

KITCHEN

BED ROOM

LIVING ROOM

11000

DINING

BED ROOM

TERRACE

BATHROOM

PANTRY

TEMPLE MD

WATER SUMP TANK

WATER SUMP TANK

GARDEN

BALCONY CANTILEVER

MAIN ENTRY

MAIN ENTRY

FIRST FLOOR

GROUND FLOOR

MANAGERIAL CLASS VILLA

UTILITY

DIAGNOSIS LAB

X-RAY

MED. LAB

BREAK ROOM

H. TOILET BREAK ROOM CABIN

MANICURE

PATIENTS LOBBY L. TOILET

MED. OFFICER

REST ROOM

NURSE STATION

FACIAL ROOM

ENTRANCE

RECEPTION

STYLING STATION G. TOILET SHAMPOO STATION

FACIAL ROOM

SEATINGS

LIBRARIAN

ADMIT WARD ENTRANCE

TOILET

PHARMACY

DRYER

PEDICURE

RECEPTION WAITING AREA

GARDEN

SLOPE DESIGN STRATEGIES ADOPTED

PANTRY

ENTRY

GARDEN

LIBRARY

-

SPA/SALON

PRIMARY HEALTHCARE CENTRE

THE SITE IS HORIZONTALLY DIVIDED INTO 5 LAND PLANES IN CROSS-SECTION DEPENDING UPON THE REQUIRED CATEGORIZATION TO CATER FOR THE EXISTING SITE

ENTRY

SLOPE, DRAINAGE SYSTEMS AND ZONING. -

WET STORAGE

ENTRY

COUNTER

DRY STORAGE

COUNTER

ROAD MAIN DRAINAGE LINES. -

ACCOUNTS COUNTER

CASH

KITCHEN

UTILITY

BANK / SOCIETY

CAFETERIA

THE DRAINAGE SYSTEMS AND GUTTERS ARE PROVIDED AT THE EDGES OF ALL PLANES THAT JOIN TO THE OUTER

WAITING

THE SLOPE ALSO HELPS TO FACILITATE THE UPPER RESIDENTIAL BUILT SPACES TO RECEIVE ENOUGH AMOUNT

CABIN

OF WIND FROM THE CLIFF SIDE. -

THE RAINWATER WILL BE EASILY MOVING OUT OF THE SITE

-

THE HEIGHT DIFFERENCE BETWEEN EACH PLANE IS ABOUT

AND NOT CREATE ANY STAGNANT WATER.

AMPHITHEATRE

0.5 METERS. STORAGE / UTILITY

KITCHEN

-

L. TOILET

CHANGING ROOM

TOILET

STAIRCASES ARE PROVIDED INTER-MOVE FROM ONE LEVEL TO ANOTHER, ALSO ROADS AND RAMPS EXIST AT

LOBBY

G. TOILET

ENTRANCE

DIFFERENT DISTANCES FOR VEHICULAR MOVEMENT.

CHANGING ROOM

HALL

COUNTER ENTRY LARGER POOL

HOTEL

AUDITORIUM

BABY POOL

SWIMMING POOL

SITE SECTIONS & LANDSCAPE

20

D ETA I LE D 2 B HK A PART M EN T R EVIT D ES IGN

N

U

SHADOWS, MATERIALS AND FURNITURE LAYOUTS - 1

S

C

1 A105

1 A106

Level 4

Level 4

16000

Level 3

Level 3

12000

12000

NAME : TEJAS JADHAVV

3000

ATION VIEW

16000

USN : 01FA20BAT053

Level 2 8000

SEM : VII - 'B'

FRONT ELEVATION VIEW Checker

SIGNATURE:

SCHOOL OF ARCHITECTURE KLE TECHNOLOGICAL UNIVERSITY

1

SCHOOL OF AR KLE TECHNOLO

LeveI 1

LeveI 1

4000

4000

LeveI 0

LeveI 0

0

0

Section 2

Section 1

1

1 : 100

CAL SECTIONAL VIEW

NAME : TEJAS JADHA

USN : 01FA20BAT053 Level 2 SEM : VII - 'B' 8000 Checker

1 : 100

NAMEE : TEJA

NAME : TEJAS JADHAV

HORIZONTAL SECTIONAL ELEVATION

USN : 01FA20BAT053 SEM : VII - 'B' Checker

SIGNATURE:

SCHOOL OF ARCHITECTURE KLE TECHNOLOGICAL UNIVERSITY

USN : 01FA20B SEM : VII - 'B' Checker

SCHOOL KLE TECH

21

29000

30000

SECTION

ELEVATION 30000

BED ROOM

KITCHEN

BED ROOM

KITCHEN

TEMPLE

TEMPLE

LIVING ROOM

LIVING ROOM

DINING LIFT

WATER SUMP TANK

LIFT

18000

A'

UTILITY

MD

DUCT

DUCT

BATHROOM

MD

MD

LIFT

LIFT DRIVEWAY

UTILITY

BATHROOM

BATHROOM

DUCT

DUCT

BATHROOM

UTILITY

UTILITY

DUCT

DUCT

TEMPLE

TEMPLE

BED ROOM

BED ROOM

DINING

DINING

LIVING ROOM

KITCHEN

BED ROOM

LIVING ROOM

BED ROOM

KITCHEN

PLAN

SURFACE PARKING

O F F I C E R C L A S S A PA RT M E N T S

29000

22000

SECTION

ELEVATION

PANTRY PANTRY

PANTRY

BED ROOM

C

BED ROOM

C'

LIVING ROOM DUCT BATHROOM BED ROOM

LIVING ROOM BATHROOM

DUCT

BATHROOM

MD

MD

LIVING ROOM

MD DRIVEWAY MD

PANTRY

LIVING ROOM

BATHROOM BED ROOM

22000

A

BASEMENT

DINING

GROUND FLOOR

BED ROOM

BED ROOM

LIFT LIFT

LIFT LIFT BATHROOM

LIVING ROOM

PANTRY

BED ROOM

MD

MD

MD

DUCT

DUCT

LIVING ROOM

BATHROOM

BED ROOM

BATHROOM WATER SUMP TANK LIVING ROOM

PANTRY

BED ROOM

PANTRY

PLAN

SURFACE PARKING

S T U D I O 1 B H K A PA RT M E N T

22

PRESIDENTIAL CLASS VILLA

SITE UNDERGROUND LEVEL PLAN

PRESIDENTIAL VILLA

23

O F F I C E R C L A S S A PA RT M E N T

24

04

‘Sahakari Zaaga’ I N T E R I O R D E S I G N , C O -W O R K I N G S PA C E

25

• • • • •

•

PROJECT : CO-WORKING SPACE YEAR : I.D. STUDIO - VI SEM (2023) LOCATION : B.V.B. COLLEGE CAMPUS, HUBBALLI. AREA : 2794 SQ . M. DESIGN BRIEF : Proposed Co-working Space to be designed in the college campus for the visting and connected enterpreneurs, workmen to encourage the ofice works and professional decorum in the campus. Space to be designed for various levels of jobs and gatherings, for a total accomodation space of 300 people at one time.

FACULTY INCHARGE : Ar. Anoopkumar Gupta

30 28 26

20

22

24

18 16 14 12 10 8 6 4 3 2 1

N

SECOND FLOOR PLAN

C ASE ST U D I E S & A NA LYS IS INTERIOR SPACE DESIGN :

INTRODUCTION : • • • • •

•

LOCATION : BELVAL, LUXEMBOURG AREA : 18800 SQ. M. ARCHITECTS : FOSTEER + PARTNERS YEAR : 2023 ASOCIATE ARCHIRECTS : BFF ARCHITECTS

•

•

•

The 18,800 square-metre office building, filled with light and greenery, encourages a spirit of co-creation and collaboration.

Its layout addresses the need for flexible and safe working environments that will emerge in the future.

• The building is arranged as two wings enclosing the central atrium, wrapped by a distinctive orthogonal façade and roof which emphasizes the structural grid and gives the building appropriate to its industrial setting.

The fluidity of the internal space contrasts with the building’s formal exterior.

The atrium resolves the level changes between the street and the plaza through a series of stepped terraces which create a spectacular arrival sequence.

DESIGN FEATURES : • The façade is both structural and environmentally responsive, providing an integrated solution that allows for internal column-free office spaces as well as solar shading and maximized internal daylight.

• The external façade benefits from a series of external green loggias, visible from both the inside and outside of the building.

ABOUT THE BUILDING :

•

• ICÔNE is a new city quarter combining research, education, leisure, and commerce.

• The scheme relates to the scale of neighboring buildings and addresses the different characteristics of the surrounding streets.

• Its entrances are articulated differently in response to Porte de France, the main urban street to the west, and the Place de l'Académie to the East.

• New shops, cafés, and restaurants will bring life to these entrance elevations at pedestrian level.

•

The open circulation adds to the vibrancy of the internal spaces, with communal green landscaped terraces for informal meetings and break-out spaces at higher levels as part of a rich and varied whole.

Seating arrangements made on every different junction, provided with levels of spaces and movement.

SPACES

• • •

ICONE COLLABORATIVE OFFICE COMPLEX – CASE STUDY

• • • • •

INTRODUCTION :

ARCHITECTS : RFA AREA : 280 sq. m.

YEAR : 2018 LEAD ARCHITECT : RYUJI FUJIMARA LOCATION : MINAMISOMA, JAPAN •

FUNCTIONING : •

•

It functions as "factory of action" that creates new businesses in the disaster area by becoming a people magnet and reassembling the social.

All spaces are abutted by two or more corridors, with no dead ends in the corridors, and the building's interior is structured as a varied and sequential pathway that naturally meets each user.

A small complex of coworking spaces, guesthouses, and makers' spaces in Odaka Ward, Minamisoma City, Fukushima Prefecture, which is located in the area affected by the Great East Japan Earthquake in March 2011, close to the site of the accident at the Fukushima Daiichi nuclear power plant, and where residents were ordered to evacuate until July 2016.

SPACES :

TEJAS JADHAV VI – ‘B’ 01FA20BAT053

DESIGN DRAWINGS :

INTERIOR FEATURES : •

Located adjacent to the grand staircase is the kitchen, which becomes a place where people meet, like a café on the side of the plaza.

ELEVATIONS

SECTION •

CAPACITY

DRAWINGS :

Around the large staircase are meeting spaces and counter tables and countertops integrated with the railings, creating an "interiorized plaza" where people are arranged in a three-dimensional manner.

FIRST FLOOR PLAN

GROUND FLOOR

INTERIOR STRUCTURE :

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

ENTRANCE LOBBY RECEPTION STORE ROOM MANAGER'S CABIN MEDICAL ROOM CAFETERIA WITH LIBRARY PANTRY ISLAND TALK SPACE SMOKING ZONE HIGH TABLES 4 SEATER BENCHES CONFERENCE ROOM 1 PRIVATE DESKS LONG TABLES' AREA PRINTING ROOM SERVICE ROOM TOILETS HANG-OUT ZONE INFORMAL WORK SPACE

16 - 20 V 1-S 1-S 1 - S, 2 - V 1 - S, 1 - V 40 - V 3-S 4-V 6-V 5 TABLES 9 TABLES 16 - V 8 DESKS 4 TABLES 4 - V, 1 - S 2-S 7 - 12 V 20 - V 30 -- V

CHARACTERISTICS : • • • • • • • • •

WOODEN FINISH FURNITURES OPAQUE GLASS FAÇADE STEPPED SITTING CREAM TONE DESIGN METAL SHEET ROOFIN SERVICE DUCTS ON SLAB BUILT-IN FURNITURES PANTRY PRIVATE CUBICLE BLOCKS

ODAKA PIONEER VILLAGE – CASE STUDY

C A PA C I T Y C A L C U L AT I O N

-

TEJAS JADHAV VI – ‘B’ 01FA20BAT053

26

C ONC E PTUA L PL A NS ZONE 5 AREAS

ZONE 1

1. ENTRANCE LOBBY 2. RECEPTION 3. MANAGER'S OFFICE

300 SQ. M.

ZONE 2

1. CAFETERIA/LIBRARY 2. PANTRY 3. HANG-OUT ZONE 4. ISLAND ROOM

250 SQ. M.

ZONE 3

1. PRINTING ROOM 2. TECHNICAL WORKSHOP 3. MEDICAL ROOM 4. LUGGAGE ROOM

120 SQ. M.

ZONE 4

1. TOILETS 2. SERVICES ROOM 3. SMOKING ZONE

100 SQ. M.

ZONE 5

1. HIGH TABLES 2. 4 SEATER BENCHES 3. CONFERENCE ROOM 1 4. PRIVATE DESKS 5. LONG PC TABLES 6. CONFERENCE ROOM 2 7. INFORMAL WORKSPACE

700 SQ. M.

ZONE 3

ZONE 2

ZONE 5

ZONE 4

PANTRY

ZONE 4

ZONE 5

SPACES INCLUDED

ZONE 5

ZONE 5

ZONE 5

ZONES

ZONE 5

ZONE 1

- USED SPACE AREA = 1500 SQ. M.

ZONE 2

30 28

- TOTAL ACCOMMODABLE PEOPLE = 320 - 340 PEOPLE

26

20

22

24

18

- TOTAL AREA = 2794 SQ. M.

16 14 12 10 8 6 4 3 2 1

ENTRY

Z O N I N G W I T H A R E A TA B L E

HATCH BLOCKS

SPACE DENOTION

FLOORING FEATURE

FURNITURE PALETTE

L.V.T FLOORING

1. 4 SEAT SOFA SET 2. WOODEN DESK 3. GLASS TEPOY 4. WOODEN DOORS 5. BUILT-IN CUPBOARD 6. FIBRE CHAIRS

WOODEN FINISH FLOORING

1. 6 SEAT SOFA SET 2. WOODEN TABLES (6,4,2) 3. GLASS TEPOY 4. SLIDING GLASS DOOR 5. BUILT-IN SHELVES 6. FIBRE CHAIRS 7. CERAMIC BASIN 8. SOFA SETS AND CUSHIONS

L.V.T. FLOORING

1. PRINTING MACHINES 2. WOODEN TABLES 3. WOODEN DOOR 4. WHEELED CHAIRS

13 ZONE 1

1, 2, 3, 4, 5

12

14

11

B

15

8

RECEPTION LOBBY, OFFICE, LUGG. ROOM

6, 7, 8,18

16

B'

ZONE 2 HANG OUT, CAFE

ZONE 3

15

10

18

19

ZONE 4

16, 17

17

TOILETS, SERVICES, SMOKING ZONE

10, 11, 12, 13, 14, 19

9 8

A

A'

7

ZONE 5 WORKING SPACES, OPEN TRANSIT SPACES, ISLAND

1. CERAMIC BASIN 2. GRANITE KATTA/PARTITIONS 3. UPVC DOOR 4. COMMODES 5. ROUND STOOLS

CERAMIC TILES FLOORING

LAMINATE FLOORING WOODEN FINISH

1. PRIVATE CUBICLE DESKS 2. WOODEN TABLES (6, 4, 2) 3. WHEELED CHAIRS 4. SLIDING GLASS DOORS 5. BUILT-IN SHELVES 6. 4 SEATER STEEL BENCHES 7. CONFERENCE TABLES 8. PROJECTOR AND SCREENS 9. HIGH STOOLS 10. WOODEN STAIRCASE

12

4

C

TECHNICAL ROOM MED. ROOM

2

5

3

C'

Ø2157,93

6

1 30 28 26

20

22

LAMINATE FLOORING L.V.T. FLOORING

24

18 16 14 12 10 8 6 4 3 2 1

ENTRY CERAMIC TILES FLOORING

WOODEN FINISH FLOORING

F L O O R PA L E T T E A N D M AT E R I A L S

27

FLOO AND FU LAY

13

12

B

14

+ 0.15

- 0.15

15

8

11 - 0.15

16

+ 0.30

- 0.15

+ 0.15

19

10

+ 0.30

+ 0.30

SPACES

B'

+ 0.15

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

18 17

9 8

A'

12

- 0.15

C

4

7

2

5

C'

3 Ø2157,93

N

A

ENTRANCE LO RECEPTION STORE ROOM MANAGER'S CA MEDICAL ROO CAFETERIA WI PANTRY ISLAND TALK SMOKING ZON HIGH TABLES 4 SEATER BENC CONFERENCE R PRIVATE DESK LONG TABLES PRINTING ROO SERVICE ROOM TOILETS HANG-OUT ZO INFORMAL WO

6

1 0 30 28 26

20

22

24

18 16

SCAL

14 12 10 8 6 4 3 2 1

REMARKS

S

ENTRY

KLE TECHNOLO F L O O R P L A N & F U R N I T U R E L AYO UNAME: T TEJAS JA USN NO: 01FA20 CLASS: VI 'B'

PROPOSED CO-WORKING SPACE

SCHOOL OF ARC

13 - AIR CONDITIONER - CCTV CAMERAS

12

14

11

- AC SUPPLY SQUARE VENT

15

8

- CONCEALED SPRINKLER HEAD

16

- PORTABLE FIRE EXTINGUISHER MONSTERA POT PLANT

AGLAONEMA PINK ANJAMANI

- COMMODE

19

10

- FIRE ALARMS - WASH BASIN

17

18

- MONSTERA POT PLANT

9

- AGLAONEMA PINK ANJAMANI

8

- ARTIFICIAL MONEY PLANT - LILY PLANT

12 7

6

4

2 5

ARTIFICIAL MONEY PLANT

LILY PLANT

- GOLDEN CYPRUS

3 1 30 28 26

20

22

24

18 16 14 12 10 8 6 4 3 2 1

GOLDEN CYPRUS

ENTRY

S E RV I C E L AYO U T A N D P L A N T S

28

- 0.3

ISLAND CONFERENCE ROOM Natural Ceiling with POP Ceiling at -0.1 level with paneled lights

TECH. ROOM, LONG TABLES

12

11

SPACES

Natural Ceiling level with low hanging lights at -0.5 level

13 8

Natural Ceiling level with low hanging lights at -0.5 level

15

- 0.1

- 0.2

14

- 0.3

- 0.4

16

19

18

10 - 0.2

HANG OUT ZONE

17

HIGH TABLES, AND QUAD SEATERS

Natural Ceiling with low hanging bulbs at -0.5 level

Grid Ceiling at natural Ceiling level with paneled lights

9

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

ENTRANCE LOBBY RECEPTION STORE ROOM MANAGER'S CABIN MEDICAL ROOM CAFETERIA WITH LIBRARY PANTRY ISLAND TALK SPACE SMOKING ZONE HIGH TABLES 4 SEATER BENCHES CONFERENCE ROOM 1 PRIVATE DESKS LONG TABLES' AREA PRINTING ROOM SERVICE ROOM TOILETS HANG-OUT ZONE INFORMAL WORK SPACE - BRICK AND PARTITION WALLS

8

- BEAMS

- 0.4 - 0.2

- 0.2

- HANGING BULBS

- 0.2

- 0.2

- HANGING LIGHTS/TUBELIGHTS - CEILING LED LIGHTS - PANEL TUBE LIGHTS

- 0.2

7 INFORMAL WORK SPACE

4

2

- 0.1

- 0.2

- 0.1

- 0.2

Natural Ceiling level with low hanging lights at -0.5 level

5

- 0.2 - 0.2

12 - 0.1

- 0.2

3

- 0.2

OPEN SPACES - PLAIN CEILING

- RECESSED CEILING LIGHTS

Gypsum Ceiling at -0.1 level with LED Ceiling lights, internal Strip lights

- FALSE CEILING PROTRUSION

- 0.2

- 0.2

1 30

- 0.1

28 26

6

20

22

24

18 16

- 0.1

14 12 10 8 6 4 3 2 1

CAFETERIA

RECEPTION LOBBY, OFFICE

Natural Ceiling with Gypsum Hexagonal ceiling at -0.1 level with Recessed lights

Natural Ceiling with Gypsum Hexagonal ceiling at -0.1 level with Recessed lights

900 3900

100

750

2900

800 400

T Y P I C A L C E I L I N G L AYO U T

BRICK STONE WALL CLADDING

- (-)0.4 FALSE CEILING - (-)0.2 FALSE CEILING - WIRED HANGING LIGHTS

HORIZONTAL SECTION AT A - A'

- CCTV CAMERAS - 4 - SEATER STEEL BENCHES - WOODEN CUPBOARD/WARDROBE

800 400 750

3900

- HANGING TUBELIGHTS MAT FINISH WALL CLADDING

2900

900

- UPVC SLIDING DOOR

- CEILING LED LIGHTS

100

- WIRED HANGING BULBS - AIR CONDITIONERS - WHEELED CHAIR - BRICK STONE WALL CLADDING

HORIZONTAL SECTION AT B - B'

- MAT FINISH WALL CLADDING - WOODEN STRIPS WALL CLADDING

200

11 12 1

7 6 5

2 3 4

WOODEN STRIPS WALL CLADDING

300

750

2900 100

3900

900

- MONOCHROMATIC WALL PAINTS 10 9 8

HORIZONTAL SECTION AT C - C' MONOCHROME WALL PAINTS

SECTIONS

29

L O N G TA B L E S W O R K S PA C E

HANG-OUT ZONE

CONFERENCE ROOM

3D VIEWS

30

05

‘ B a n d h ka a m S a h i t y a ’ B U I L D I N G C O N S T R U C T I O N M AT E R I A L S

31

• • • • •

TOTAL AREA : 250 sq. m.

PLAN

PLAN

ROAD

•

SITE

PROJECT : PROPOSED CAR SHOWROOM YEAR : B.C.M. STUDIO - VI SEM (2023) LOCATION : HUBBALLI. AREA : 250 SQ . M. DESIGN BRIEF : Designing a car showroom of size 250 sq. m. including office space and 2 toilets.

It mainly includes the understanding of steel structures, their construction and connections between various building blocks including steel beams and girders.

FACULTY INCHARGE : Ar. Sanket Ghanti

RESTAURANT & BAR :

BADMINTON COURT :

42.4 m

22.6 m

9.1 m

Beam

54.8 m

Rag Bolt Column

G. L.

ELEVATIONAL DETAIL OF BATMINTON COURT

Iso. View

Elevation

Rag Bolt

Base Plate

15.1 m

FIRST FLOOR PLAN OF BAR AND RESTAURANT

GROUND FLOOR PLAN OF BAR AND RESTAURANT

Column Rag Bolt

Rag Bolt Beam JOINERY DETAIL OF COLUMN TO FOUNDATION

22,5

JOINERY DETAIL OF BEAM TO COLUMN CONNECTION

SITE IMAGES BEAM TO COLUMN JOINERY DETAIL

14.3 m

PLAN OF BATMINTON COURT

SITE IMAGES Purlins Bolted

SECTION OF RCC FOUNDATION

JOINERY OF COLUMN AND COLUMN BY CROSSING BAR

REMARKS :

WHAT ARE STEEL STRUCTURES?

BASIC COMPONENTS:

· Structural steel is a category of steel used for making construction materials in a variety of shapes. · Many structural steel shapes take the form of an elongated beam having a profile of a specific cross section. · Structural steel shapes, sizes, chemical composition, mechanical properties such as strengths, storage practices, etc., are regulated by standards in most industrialized countries. · Most structural steel shapes, such as I-beams, have high second moments of area, which means they are very stiff in respect to their cross-sectional area and thus can support a high load without excessive sagging.

There are five main types of structural components that make up a steel frame: i] Tension members ii] Compression members iii] Bending members iv] Combined force members and their connections.

X

X'

X

X'

100

100 Y'

SQUARE HOLLOW SECTION 50X50MM

TRIANGULAR HOLLOW SECTION 50X50MM

BEAM HEIGHT

Y

WEB

Y

X

Y'

80

X'

X

X'

I BEAM, ISLB 150 THICKNESS OF FLANGE

FLANGE WIDTH

Y'35

THICKNESS OF FLANGE=6.8MM THICKNESS OF WEB=4.8MM

Y'50

RECTANGULAR HOLLOW SECTION 35X50MM

CHANNEL SECTIONS: Y

CIRCULAR HOLLOW SECTION 50X50MM

ANGLE SECTIONS: ROLLED SECTIONS : Z SECTIONS: Y

Y

· High upfront cost. · Require highly skilled labour. · Low fire resistance. · Susceptijble to fatigue when exposed to constantly changing loads. · Susceptible to brittle fracture when its ductility is lost. · Rusting. · Heat gain is more. · Skilled labour is required. · Regular maintainance.

X'

65 X

X`

DISADVANTAGES:

X

50

ADVANTAGES: · Low self weight and high strength to weight ratio. · Stifness. · Suitable for mass production. · Quick installation. · High ductility. · No frame work required. · Columns are slender in size. · Can be designed for larger spans · More flexible. · Does not have much effect of atmosphere.

150

Y'

WEB THICKNESS

X

X' X'

Y`

X

EQUAL ANGLE ISA 50X50X6MM

55 Y'

X

Y'

Z SECTION THICKNESS = 5MM

X'

65

50

Y

WHAT ARE JOINERY IN STEEL BUILT-UP STRUCTURES:

80

IS CHANNEL 150MM

Y'

Steel connections are structural elements used for joining different members of a structural steel frame work.

1. Bolts 3. Rivets 2. Weld 4. Connecting Angles

STANDARD STEEL SECTIONS :

Y

Y

Y

FLANGE AN

SP

85

· Construction of these structures is done with the help of structural steel design components such as channels, beams, angles, and plates.

SCHOOL OF ARCHITECTURE NAME : TEJAS JADHAV SEM : VI 'B' USN : 01FA20BAT053

COMPONENTS OF I - SECTIONS:

150

APPLICATIONS: · Structural steel is mainly used for construction purposes because of the rigidity and high strength to weight ratio. · Structural steel is used to construct: i] Residential and commercial buildings ii] Warehouses iii] Aircraft hangers iv] Hospital and school buildings v] Metro stations vi] Stadiums vii] Bridges

SHEET NO : 01

STAFF SIGN :

SITE VISIT - CASE STUDY

100

BEAM TO PERLIN JOINERY

100

Flange Stiffeners

JOINERY DETAIL OF BEAM TO BEAM CONNECTION

UNEQUAL ANGLE ISA 50X80X10MM

BUIT-UP SECTIONS :

100 Y

HALF ROUND HALF OVAL

CHANNEL

FLAT BAR

WIDE FLANGE BEAM 100

TEE BAR

Columns 150 back to back

Butt Joint

Lap Joint

Corner Joint

Tee Joint

X'

X

Edge Joint Y'

T SECTION ISNT 100

ANGLE

ROUND

HEXAGON

SHEET/PLATE

CHAMPFER BAR

REBAR

Columns 150 Toe to Toe

BUILT- UP SECTIONS : STANDARD SECTIONS

I BEAM

SQUARE/RECTANGLE TUBING

PIPE/ROUND TUBING

JOINERY/

CONNECTION

RIVETTED CONNECTIONS:

FABRICATION

WELDING

RIVETTING BOLTING

SEQUENCE

LIMITATIONS

WELDED CONNECTIONS: Welded connections are whose components are joined together primarily by welds.

Welding Notations were developed by American Welding Society (AWS).

TYPES OF WELD:

Lap length

Groove: more reliable than others Fillet: Mostly used, weaker than groove and others Plug: Expensive, poor transmission of tensile forces Reinforcement Slot: Expensive, poor transmission of tensile forces Plug and Slot Welds: Stitch different parts of members together.

Size of Weld

THICKNESS OF FLANGE=100MM THICKNESS OF WEB=10MM

TYPES OF WELD:

· Used for a very long time. · Made up of round ductile steel bar called shank and a head at one end. · The length of the rivet should sufficient to form the second head. · Design very similar to bearing type of bolted connection.

BOLTED CONNECTIONS: · Fastened together primarily by bolts. · Bolts may be loaded in tension, shear, both tension and shear. · Threads of bolts under shear force excluded increased strength included decreased strength.

Columns 300 Side by Side

Single Square Groove

Single Bevel Groove

Double Bevel Groove

Single V- Groove

Double V- Groove

Single J- Groove

Double J- Groove

Single U- Groove

Double U- Groove

Rivet

TYPES OF BOLTS:

Throat Thickness

1. Bearing type bolts 2. High strength friction grip bolts (HSFG) Flare Bevel Groove

STANDARD STEEL SECTIONS, BUILT UP SECTIONS & JOINERIES

STAFF SIGN : REMARKS :

Flare V- Groove SHEET NO : 02

Flanged Butt Joint SCHOOL OF ARCHITECTURE NAME : TEJAS JADHAV SEM : VI 'B' USN : 01FA20BAT053

32

FOUNDATION DETAILS FOR SHOWROOM :

SHOWROOM DESIGN :

CONNECTIONS : 1. COLUMN TO BEAM CONNECTION:

Flange I - Section Column

Stiffener Plate welded to column

Gusset Plate

Top and Bottom Flange welded to column and Bolted to web with cleat

Cleat Angle Rag Bolt

Beam welded to stiffner plates and bolted to web

Base Plate

Beam Column

PLAN

PLAN

1800.6mm

ROAD

4X16 m DIA. HD BOLT

2. BEAM TO BEAM CONNECTION:

PLAN

Steel Primary Beam

1800mm

4X16 m DIA. HD BOLT

GUSSETED BASE :

Weld

A gusseted base consists of a base of reduced thickness and two gusseted plates are attached one to each flange of the column. The gusseted plates, cleat angles and fastenings (bolts, rivets) in combination with bearing area of shaft shall be sufficient to take all loads.

Steel Secondary Beam

ELEVATION AT C-C'

DIFFERENT TYPE OF GUSSETS : BASE FOUNDATION:

3. FOUNDATION TO COLUMN JOINERY :

TYPE OF SECTION USED FOR COLUMNS : Steel Column

Y

I - SECTIONS : FLANKED EDGES WITH

FLANKED PARALLEL

ADDED STIFFNESS

TO FLANGE

FLANKED PARALLEL TO WEB

Base Plate Cleat Angles

Y X'

X

Column

200

400

TYPE OF SECTION USED FOR BEAMS :

X

Cleat Angles

X'

Anchor Bolt

Base Plate Y'

Y'

80

ISWB 400

I BEAM, ISLB 200

160

THICKNESS OF FLANGE=12MM

THICKNESS OF FLANGE=6.8MM

THICKNESS OF WEB=9MM

THICKNESS OF WEB=4.8MM

Footing

COLUMN BASE WITH GUSSETED BASE

ISOMETRIC VIEW OF GUSSETED BASE STAFF SIGN :

CAR SHOWROOM DETAILS WHAT IS A 'FOUNDATION' ?

COLUMN BASE WITH SLAB BASE:

A foundation is the element of a built structure which connects it to the ground transferring loads from the structure to the ground. Foundations are generally considered either shallow or deep.

SHEET NO : 03

REMARKS :

COLUMN BASE WITH ROCKER BASE: Hollow Circular Section

Column (I Section) Ease Plate

Foundation is the lowest part of the building or the civil structure that is in direct contact with the soil which transfers loads from the structure to the soil safely.

Welded Stiffner

Holding Down Bolt Foundation Bolt

COMPONENTS OF FOUNDATION :

Hollowing Down Belt

Concrete Pedestal

· Pedastal · Base Plate/ Slab Plate/ Bearing Plate · Gusset Plate/ Steel Plate · Stiffeners · Anchor Bolt · Anchoring Frame/ Erection Frame · Leveling/ Sealing Grout · Cleat Angle

Column

Flange Cleat Angle

Bloom Base

Base Plate Footing

COLUMN BASE WITH GRILLAGE:

COLUMN BASE WITH GUSSETED BASE:

TYPES OF COLUMN BASES :

Column (ISMB)

Flange

· Slab Base

· Rocker Base

· Gusseted Base

· Grillage

SCHOOL OF ARCHITECTURE NAME : TEJAS JADHAV SEM : VI 'B' USN : 01FA20BAT053

· Pinned joint Base

Iron Plate

Column

Steel Beam Grillage

Gusset Plate

SLAB BASE: Slab bases are used where the columns have independent concrete pedestals. A thick steel base plate and two cleat angles connecting the flanges of the column to the base plate.

GUSSETED BASE : A gusseted base consists of a base of reduced thickness and two gusseted plates are attached one to each flange of the column. The gusseted plates, cleat angles and fastenings (bolts, rivets) in combination with bearing area of shaft shall be sufficient to take all loads.

ROCKER BASE : Blooms are intermediate-stage pieces of steel produced by a first pass of rolling (in a blooming mill) that works the ingots down to a smaller cross-sectional area, but still greater than 230 cm sq.

GRILLAGE: Type of foundation that consists of more than one extra layer of beams which are usually steel placed on a layer of concrete to distribute and transfers the structural load on a big area of soil below the foundation.

Flange Gap

Cleat Angle

Concrete Pad

Rag Bolt

RMS Pipes holding ISMB

Base Plate

ISWB 400

TYPE OF FOUNDATION USED FOR CAR SHOWROOM ?

GUSSETED BASE :

MS Cleat ISA 100x100x10

A gusseted base consists of a base of reduced thickness and two gusseted plates are attached one to each flange of the column. The gusseted plates, cleat angles and fastenings (bolts, rivets) in combination with bearing area of shaft shall be sufficient to take all loads.

MS Base Plate 16MM thick Grout Pedestal M20 Concrete

I - Section Steel Column

PIN JOINTS BASE : In this type of foundation we have two or more columns connected to each other using pins by passing it through or grooving it together to achieve . better stability for high rise structures when columns are wide and thick.

MS Anchor Bolt 16MM dia.

Base Plate

SECTION ISWB 400

Cleat Angles

MS Anchor Bolt 16MM dia.

TYPES OF BOLTS USED IN FOUDATION:

MS Cleat ISA 100x100x10 mm MS Base Plate 16MM Thick

MS Anchor Bolt

Pedestal M20 Concrete

T Bolt

I Bolt

J Bolt

Eve Bolt

Anchor

Shoulder

ISOMETRIC VIEW OF USED GUSSETED BASE

FOUNDATION TYPES AND DETAILS

PLAN STAFF SIGN : REMARKS :

SHEET NO : 04

SCHOOL OF ARCHITECTURE NAME : TEJAS JADHAV SEM : VI 'B' USN : 01FA20BAT053

33

WHAT ARE STEEL TRUSSES:

NORTH LIGHT TRUSSES:

DIRECTION OF LOAD DISTRIBUTION:

· A steel roof truss is essentially a triangulated system of straight interconnected structural elements. · The individual elements are joined at the nodes by welding. · The external forces applied to the system and the reactions at the supports are generally applied at the nodes. · Structural steel trusses are the metallic support mechanism, found under the roof to provide support. · Generally, roof trusses are made out of two materials, steel and timber. · Trusses made out of steel structures are a common choice among commercial, industrial and large residential complexes.

Loads Deflection In compression Bearings

WHY STEEL TRUSSES ARE USED: · Trusses are used in a broad range of buildings, mainly where there is a requirement for very long spans, such as in airport terminals, aircraft hangers, sports stadia roofs, auditoriums and other leisure buildings. · Trusses are also used to carry heavy loads and are sometimes used as transfer structures.

ADVANTAGES OF USING STEEL TRUSS :

· Steel is incredibly durable: Adequately coated steel trusses are extremely durable. Not only can they withstand high stress situations under scenarios of both tension and pressure, they also require very minimal maintenance.

Height L/6

L/3 Clear span

Slope Towards South Diffused Natural Illumination North Face Glazed

In Tension

· High strength-to-weight ratio: Not only does this make for a stronger product, and one that can withstand heavy wind and snow loads (more on the later), it also allows for roof designs with superior spanning capacities.

COMPONENTS OF TRUSS STRUCTURE:

L/3

· North light trusses are traditionally used for short spans in industrial workshop-type buildings. · They allow maximum benefit to be gained from natural lighting by the use of glazing on the steeper pitch which generally faces north or north-east to reduce solar gain. · One of the oldest and resistant trusses is the North-Light truss. · This is because of the proper ventilation it provides, and the spread has 20 to 30-meter span. · Due to its durability and versatility, North-Light Truss is used in large spaces and allows maximum light to reach the space.

Typical North Light Truss

TYPES :

Inclined N Faced (Inward)

Vertical N Faced Hooded

· Fire-resistant: Fire-retardant coatings render steel roof trusses virtually indestructible by fire. This is important for any structure with living occupants or that houses valuable property.

L/3

· Eco-Friendliness: Steel and metal buildings get extra points with reputable green building certification programs such as LEED.

Nominal span

Inclined N Faced (Outward)

MS 12 Thick Cap Plate

Vertical N Faced

Gusset Plate 'D'

DETAILS OF JOINERY IN A TRUSS: Steel Column

Top Chord

North Side Facing steel truss

CC 1:2:4

Column 500x500mm

Gusset Plate 'C'

DETAILS

Gusset Plate 'B' Bottom Chord

DEVELOPMENT OF TRUSSES : Axial Load

Axial Load

Axial Load

Roofing Sheet Top Chord Strut

In compression C

Z Purlin

C T

In Tension

Truss Detail STAFF SIGN :

STEEL ROOF TRUSSES P.E.B STRUCTURES:

DETAILS :

LOAD DISTRIBUTION IN TRUSSES :

Lateral Thrust

Bending moment

Steel Strut 60mm thick

SECTION

SHEET NO : 07

REMARKS :

SCHOOL OF ARCHITECTURE NAME : TEJAS JADHAV SEM : VI 'B' USN : 01FA20BAT053

TYPES AND SPANS:

· Pre-Engineered Buildings (PEBs) are the building components that are manufactured at a factory and assembled on site. · Usually, PEBs are steel structures and can be an alternative to conventional structural steel buildings. · In structural engineering, a pre-engineered building is designed by a PEB supplier or PEB manufacturer with a single design to be fabricated using various materials and methods to satisfy a wide range of structural and aesthetic design requirements. · Pre Engineered Buildings (PEB) are the buildings which are engineered at a factory and assembled at site. · Usually PEBs are steel structures. · Built-up sections are fabricated at the factory to exact size, transported to site and assembled at site with bolted connections.

WHAT IS DIFFERENCE BETWEEN PEB AND CONVENTIONAL STEEL STRUCTURE? · Conventional construction employs various elements (usually concrete, masonry, or wood, sometimes steel structures) that are constructed onsite, whereas pre-engineered steel buildings use pre-fabricated elements that are delivered to site.

L Canopy Spans Upto 3-6 M

Lean to Span Upto 3-18 M

Butterfly Canopy Spans upto 6-12 M

Apace Saver Spans Upto 6-18 M

Single Slope Spans Upto 6-18

Rigid Frame Spans Upto 6-36 M

Beam and Column Spans upto 24-36 M

COMPONENTS OF PORTAL FRAMES Welded Wire Reinforcing Mesh

Beam and Column Spans upto 36-78 M

Steel Profiled Sheeting

PORTAL FRAME ELEVATION:

ADVANTAGES OF PEB: · Pre-engineered buildings are a predetermined inventory of raw materials. · It has satisfied a wide range of structural and aesthetic requirements. · The components are engineered beforehand and are standardized. · The use of customized software for design and drafting reduces the speed of the project. · Pre-engineered Steel buildings are 10 to 20% lighter than conventional buildings. · PEB Construction and erection is faster and simple as compared to conventional Steel buildings.

Rafter

DISADVANTAGES OF PEB:

Finished Floor Level

Purlin Splice Connection Column Wall Sheeting

Continuous Edge Angle

Girt

Mezzanine Joist

· Low Fire Resistance : More subject to damage due to its fire conductivity.

Column

PORTAL FRAMES :

Fire Resistant

· Portal frames are two - dimensional frames connected by few rigid joints between their vertical and horizontal members. · The purpose of designing such a structure is to minimize the bending moment due to the external loading in the beam. · Due to this effect, a frame can act as a single structural unit. · It is a type of structure generally used in industrial areas, warehouses, barns, etc. Such frames are very popular for industrial and commercial buildings because they provide large space and good structural efficiency.

Galvanized Linear

- Step 1 : Design of PEB Structure - Step 2 : Construction of Foundation - Step 3 : Erection of Steel Frames - Step 4 : Construction of Walls on all sides

Concrete PEB Deck Panel

· Susceptible to Corrosion : If not properly maintained the steel frames . are susceptible. · Low Thermal Resistivity : Steel being a metal is good at conducting heat. thus it reduces the thermal comfort in the building.

STEPS TO CONSTRUCT A P.E.B. STRUCTURE :

Girder

Girt

Mezzanine Beam Column

ROOF DECK AND FLOOR CONNECTION DETAIL

SECTION AT A-A'

Concrete PEB Deck Panel Mezzanine Joist

Purlin

Mezzanine Beam

Galvanized Linear

Column

Rafter

Wall Panel

MEZZANINE TO FRAME JOINERY

SECTION AT B-B'

STEEL P.E.B. AND PORTAL FRAMES

STAFF SIGN : REMARKS :

SHEET NO : 08

SCHOOL OF ARCHITECTURE NAME : TEJAS JADHAV SEM : VI 'B' USN : 01FA20BAT053

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06

‘Prabhaat’ D UA L B A N Q U E T H A L L , M A C C H E

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• • • • • •

PROJECT : ‘Prabhaat ‘Prabhaat’’ - DUAL BANQUET HALL YEAR : REAL-TIME PROJECT (2023) LOCATION : MACCHE ROAD, MACCHE, BELAGAVI. AREA : 3,269 SQ . M. CLIENT : SANKALP SADEKAR DESIGN BRIEF : Proposed Dual Banquet Hall, located on the highway towards Macche. It is a currently on going real-time project that I am working on.

It is a big scale commercial plan that involves two halls, one indoor and other outdoor that is meant to suffice people on that outskirt of Belgavi area, aiming to provide affordable Banquet halls to native people.

PROPOSED SITE

SITE PHOTOS

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S AT E L L I T E I M A G E S

D E SI GN PL A NS

EXISTING PETROL PUMP

OPEN GROUND WITH DRY GRASS AND TREES

262.2 m FOOD STALLS

FURNITURE GODOWN

KITCHEN

BIKE PARKING FOR 30 - 40 BIKES

STORE ROOM

CHANGING ROOM

SHEDDED GALLERY SPACE FOR GATHERING

EXISTING WELL

TEMPLE / WAITING ROOM

MANAGER'S OFFICE

DROP-OFF

DROP-OFF

CAR PARKING FOR 14 - 15 CARS

CHANGING ROOM PEDESTRIAN WALKWAY

CORRIDOR

KITCHEN

PEDESTRIAN WALKWAY

2 LANE VEHICULAR DRIVEWAY 2 LANE VEHICULAR DRIVEWAY

ENTRY TO DRIVEWAY

12

TOILETS

0m

OPEN PARTY SPACE

16.1

SERVICE ROOM

wid em

STAGE

DROP-OFF CAR PARKING FOR 8 - 10 CARS

ain

PARKING ENTRY OPEN PARTY SPACE

DROP-OFF

SHEDDED GALLERY SPACE FOR WELCOMIING

me ters

BANQUET HALL WITH 140 - 150 CAPACITY

ROOM 1

ENTRY

STAGE

ENTRY

AREA FOR FUTURE DEVELOPMENT

ENTRY

14.63 m

CORPORATION UNIT

BIKE PARKING FOR 40 - 50 BIKES

roa d

FOOD STALLS

TOILETS ROOM 2

EXISTING INDUSTRIAL SETUP

U.D.COMMERCIAL BUILDING

N

'PRABHAT' - PROPOSED DUAL BANQUET HALL AT MACCHE

DESIGN : DUAL BANQUET HALL CLIENT : SANKALP SADEKAR ADDRESS : MACCHE ROAD, MACCHE, BELAGAVI AREA : 3,269 SQ. METERS ARCHITECT : TEJAS JADHAV DRAWING NUMBER : 2023-01 - ZONING (A)

37

EXISTING PETROL PUMP

OPEN GROUND WITH DRY GRASS AND TREES

262.2 m

OPEN PARTY SPACE

23809,25

4000

FURNITURE GODOWN

SHEDDED GALLERY SPACE FOR GATHERING

STORE ROOM

3500

LVL 0 m

LVL 0 m

3495,19

EXISTING WELL

TEMPLE / WAITING ROOM

LVL 0 m

BIKE PARKING FOR 40 BIKES CAR PARKING FOR 14 - 15 CARS

MANAGER'S OFFICE

DROP-OFF

LVL 0 m

DROP-OFF

17.18

m

DROP-OFF

SERVICE ROOM

16.1

DROP-OFF

CAR TURNING

9000

KITCHEN

ENTRY

ENTRY

14840

SHEDDED GALLERY SPACE FOR WELCOMING

ROOM 1

FOOD STALLS

STAGE OPEN PARTY SPACE

CHANGING ROOM

CAR PARKING FOR 8 - 10 CARS

PEDESTRIAN WALKWAY

1300

LVL +2 m

LVL 0 m

15.2 m

LVL +1 m

2440

BANQUET HALL OF 140 CAPACITY

LVL -1 m

3900

STAGE

ENTRY

AREA FOR FUTURE DEVELOPMENT

7400

PEDESTRIAN WALKWAY

SERVICES

2 LANE VEHICULAR DRIVEWAY

2 LANE VEHICULAR DRIVEWAY

EXISTING INDUSTRIAL SETUP

ENTRY TO DRIVEWAY

12 me ters

KITCHEN LVL +1 m

3955,1

CORRIDOR

TOILETS

3900

STALLS

4000

14.63 m

CORPORATION UNIT

LVL 0 m

wid em ain roa d

FOOD STALLS

TOILETS

BIKE PARKING FOR 40 - 50 BIKES

0m

5990

40000

23809,25

4000

STALLS

2410,11

38000

ROOM 2

U.D.COMMERCIAL BUILDING

N

DESIGN : DUAL BANQUET HALL CLIENT : SANKALP SADEKAR ADDRESS : MACCHE ROAD, MACCHE, BELAGAVI

'PRABHAT' - PROPOSED DUAL BANQUET HALL AT MACCHE

AREA : 3,269 SQ. METERS ARCHITECT : TEJAS JADHAV DRAWING NUMBER : 2023-02 - BLOCKS PLAN

EXISTING PETROL PUMP

OPEN GROUND WITH DRY GRASS AND TREES

262.2 m FOOD STALLS

FOOD STALLS

FURNITURE GODOWN

KITCHEN

BIKE PARKING FOR 30 - 40 BIKES

STORE ROOM

d

TOILETS

EXISTING WELL

TEMPLE / WAITING ROOM

MANAGER'S OFFICE

DROP-OFF

DROP-OFF

CAR PARKING FOR 14 - 15 CARS

PEDESTRIAN WALKWAY

CORRIDOR

KITCHEN

2 LANE VEHICULAR DRIVEWAY 2 LANE VEHICULAR DRIVEWAY

ENTRY TO DRIVEWAY

12

me

TOILETS

PEDESTRIAN WALKWAY

ain

SHEDDED GALLERY SPACE FOR GATHERING

CHANGING ROOM

em

CHANGING ROOM

wid

OPEN PARTY SPACE

ters

STAGE

SERVICE ROOM

0m

DROP-OFF

SHEDDED GALLERY SPACE FOR WELCOMIING

16.1

BANQUET HALL WITH 140 - 150 CAPACITY

ENTRY

STAGE

ROOM 1

ENTRY

PARKING ENTRY AREA FOR FUTURE DEVELOPMENT

ENTRY

14.63 m

CORPORATION UNIT

roa

ROOM 2

EXISTING INDUSTRIAL SETUP

U.D.COMMERCIAL BUILDING

N

PROPOSED DUAL BANQUET HALL AT MACCHE

PROJECT : DUAL BANQUET HALL CLIENT : SANKALP SADEKAR ADDRESS : MACCHE ROAD, MACCHE, BELAGAVI AREA : ~ 3,933 SQ. METERS ARCHITECT : TEJAS JADHAV DRAWING NUMBER : 2023-02 - ZONING (B)

P R O J E C T D R AW I N G S

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07

‘Vividha’ MISCELLANEOUS WORKS & ACHIEVEMENTS

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A RTI STRY

M ODE L MA KI NG

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F ILM MA K I NG

• •

Have made 20+ Short films in Realistic and Art Cinema as the lead Creator and in many other projects as Assistant Director, Editor, Production Manager, Actor including Experimental and Production based films.

Exploring on the art of film making, we make films that are less on budget and conceptually deep. deep.

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T HEATR E

• •

Have directed, written and acted in other numerous award winning Hindi/Marathi/Kannada Theatre and Street plays, plays, which are also being performed by independent theatre crews and colleges.

Apart from being a passionate theatre practicioner, I also train and conduct sessions on Theatrical Art. Art.

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P HOTOG RA PHY

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TEJAS JADHAV, B. ARCH | KLE TECHNOLOGICAL UNIVERSITY (B.V.B.) tejasjadhav7110@gmail.com | 9964907504

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