ARCHITECTURAL UNDERGRADUATE PORTFOLIO by _akkshata_

ARCHITECTURAL

PORTFOLIO SELECTED WORKS 2018-2022

2015-2016 2017-2018

DEOGIRI COLLEGE , AURANGABAD JUNIOR COLLEGE 12TH GRADE (90%)

OBJECTIVE THE OBJECTIVE IS TO JOIN THE FIRM AND MAXIMIZE LEARNING EXPERIENCE AND PURSUE AN OPPORTUNITY TO GAIN KNOWLEDGE OF NEW CONCEPTS , DESIGN IDEAS AND GET AN EXPOSURE TOWARDS THE FIELD WORK. I ASSURE 100% CONTRIBUTION THROUGH MY DEDICATION, HARD WORK AND KEEN NATURE OF LEARNING.

ARCHITECTS OFFICE DESIGN CANTEEN DESIGN

•

RESIDENTIAL SCHOOL DESIGN

•

THREE STAR HOTEL DESIGN

•

CONVENTION CENTRE DESIGN

•

MINI TOWNSHIP DESIGN

•

300 BEDDED MULTISPECIALITY HOSPITAL DESIGN (ONGOING PROJECT)

HANDSKILLS

• •

LANGUAGES

BUNGALOW DESIGN COMMUNITY PARK DESIGN

EXTRA CURRICULAR

RH-13, CHANDRAGUPTANAGRI, BEHIND CHANAKYAPURI,SHAHNOORWADI, AURANAGABAD431001

SEM I https://www.linkedin.com/in/akshata-jain-0b245a238/

V-RAY

ENSCAPE

REVIT

LUMION

INDESIGN

PHOTOSHOP

FOURTH YEAR (EVERY SEMESTER’S CGPA ABOVE 8.5)

SEM II akshatajain0706@gmail.com

SKETCHUP

• •

SEM IV SEM III

+91-7058511076

AUTOCAD

ANTHEPOMETRIC STUDY OF VARIOUS HUMAN POSITIONS DESIGN OF INDIVISUAL SPACES LIKE BEDROOM ,LIVING ROOM ETC.

SEM VII SEM VI SEM V

07.06.2000

DEPARTMENT OF ARCHITECTURE, J.N.E.C,AURANAGABAD

SOFTWARE SKILLS

• •

SEM VIII

AKSHATA PANKAJKUMAR JAIN

DESIGN STUDIO WORKS

2017-2018

EDUCATION

TENDER CARE HOME SCHOOL,AURANGABAD (CBSE) 10TH GRADE (9.8 CGPA)

• • • • •

SKETCHING PAINTING DRAFTING MODEL MAKING RENDERING WITH PEN AND INK

• • • •

HINDI MARWADI MARATHI ENGLISH

•

ON SPOT EVENTS HEAD AT 62ND ZONAL NASA CONVENTION HOSTED BY COLLEGE OF ARCHITECTURE ,J.N.E.C , AURANGABAD ATTENDED 3 DAY DESIGN WORKSHOP BY DHINGRA ASSOCIATES,DELHI PART OF HANDS ON BRICK ARCHES WORKSHOP . ATTENDED ONE:X MODELLING WORKSHOP AT 62ND ANNUAL NASA CONVENTION, BANGALORE. WORKED IN LIG TROPHY IN 2018 WORKED IN GRIHA AND HUDCO TROPHY IN 2019. TOOK PART IN SUNDARBARI- A HOMESTEAD IN SUNDARBANS COMETETION BY SEARCH INTERNATIONAL STUDENT DESIGN COMPETITION 2020 (PARTICIPATION CODE: DC_SB0206)

• • • • • •

1. MINI TOWNSHIP DESIGN

2. CONVENTION CENTRE

(01-06)

(07-12)

3. CAFE DESIGN (13-16)

4. WORKING DRAWINGS (17-18)

5. CONSTRUCTION DRAWINGS (19-20)

6. DOCUMENTATION WORK (21-22)

7. COMPETETION AND MISCELLANEOUS (23-24)

01 Group Housing Project

A REPUTED FIRM / COMPANY ENGAGED IN CONSTRUCTION OF VARIOUS TYPES OF PROJECTS, DESIRES TO DEVELOP A NEW RESIDENTIAL TOWNSHIP IN AURANGABAD. AS A PART OF THE PROJECT, THEY WANT TO DEVELOP ABOUT 15-20 HECT. OF LAND FOR VARIOUS TYPES OF HOUSING UNITS IN PHASE I.

TO DEVELOP COST EFFECTIVE MEDIUM DENSITY HOUSING SOLUTIONS THAT ADDRESS THE GROWING DEMAND FOR ACCESSIBLE,AFFORDABLE, SUSTAINABLE HOUSING THROUGH GOOD QUALITY DESIGN AND INNOVATIVE USE OF BUILDING CONSTRUCTION METHODS, MATERIALS AND TECHNOLOGIES.

2BHK ROW HOUSE

3 4

SITE PLAN

LEGEND 1) MAIN ENTRY 2) PLOT FOR COMMECIAL COMPLEX 3) 2 BHK ROW HOUSES 4) 3 BHK SEMI DETATCHED HOUSES 5) 3+2 BHK APARTMENTS 6) 1 BHK APARTMENTS 7) CLUB HOUSE 8) 4 BHK BUNGALOWS 9) MULTIPURPOSE HALL WITH LAWN 10) ENTRY FOR SCHOOL 11) PLOT FOR SCHOOL BUILDING 12) EXIT FOR SCHOOL 13) MAIN EXIT

SECTION AA’

SECTION BB

5 6

SITE MAP

COMMERCIAL RESIDENTIAL

3 SCHOOL

THE SITE IS SURROUNDED BY ROADS ON TWO SIDES. ONE IS 60M WIDE AND THE OTHER IS 18 M WIDE.

THE SITE IS ZONED INTO THREE MAJOR DIVISIONS:COMMERCIAL, RESIDENTIAL AND THE SCHOOL.

FINAL SITE LAYOUT MASSING ALONG CREATION OF MAJOR THE MAJOR ACCESS ROADS GREEN SPACES KEEPING IN CONSIDERATION THE ACCESSWAYS. IN THE SITE. BETWEEN THE ACCESSWAYS,MASSMASSES. ING,VIEWS AND GREEN SPACES.

10 9

FIRST FLOOR PLAN

12 5

GROUND FLOOR PLAN

B’

3BHK SEMI -DETATCHED

SECTION AA’

SECTION BB’

4BHK BUNGALOW

SECTION AA’

2BHK ROW HOUSE

A B

B’

A’

FIRST FLOOR PLAN

GROUND FLOOR PLAN

FIRST FLOOR PLAN

3BHK SEMI -DETATCHED

GROUND FLOOR PLAN

4BHK BUNGALOW

1 BHK APARTMENT

Lorem Ipsum

4 M WIDE LOBBY

FLOOR PLAN

PARKING PLAN

SECTION AA’

SECTION BB’

3+2 BHK APARTMENT

1 BHK APARTMENT

3+2 BHK APARTMENT

FLOOR PLAN

SECTION AA’

PARKING PLAN

SECTION BB’

02 convention centre

THE DEVELOPMENT OF CONVENTION CENTRES AND PERFORMING ART VENUES ARE INCREASINGLY BEING ACKNOWLEDGED FOR THEIR ROLE IN STIMULATING LOCAL ECONOMIES AND IMPROVING THE QUALITY OF LIFE OF A NATION’S CITIZENS ,CONFERENCE AND BUSINESS TOURISM IS HENCE A VERY IMPORTANT SECTOR OF THE GLOBAL TOURISM INDUSTRY. THUS, A CONVENTION CENTRE IS TO BE DESIGNED ON THE OUTSKIRTS OR FRINGE AREAS OF AURANGABAD TO CATER THESE NEEDS .

543 M

545 M

STAIRCASE TOWER (+9.15)

SECOND FLOOR SLAB LEVEL

(+6.75)

12 M

FIRE EXIT

PLINTH LEVEL (+0.75)

GROUND LEVEL (±0.00)

FRONT E

STAIRCASE TOWER (+9.15)

SECOND FLOOR SLAB LEVEL

(+6.75)

FIRST FLOOR SLAB LEVEL (+6.75)

WID

OAD

OFFICE (Accountant,sales, Marketing,HR)

(+3.75)

PLINTH LEVEL

(±0.00)

SECOND FLOOR SLAB LEVEL

SECTION AA’ (+6.75)

(+6.75)

547 M

TOILETS

SHOP 7

1 B'

SHOP 5

2 B'

MANAGER

ASSISTANT MANAGER

LEGEND

1)MAIN ENTRY/ EXIT 2)SHOPS 3)OFFICES(ACCOUNTANT, SALES, MARKETING ETC. 4)MANAGER’S OFFICE A 5)ASSISTANT MANAGER’S OFFICE 6)CLOAK ROOM 7)TOILETS 8)LIFTS&STAIRCASE

OFFICE (Accountant,sales , Marketing,HR)

SHOP 3

ROADWAYS

FIRST FLOOR PLAN

SHOP 2

SHOP 4

OFFICE 2

LOBBY

ATRIUM

LOBBY

SECT

546 M

ATRIUM

SHOP 8

2 A

545 M

SECTION BB’

(+0.75)

GROUND LEVEL (±0.00)

SHOP 6

PEDESTRIAN PATHWAYS

PLINTH LEVEL

4 FIRE EXIT

MEETING ROOM

LOBBY

3 6

CLOAK ROOM

LOBBY

STORE

PANTRY

ATRIUM

544 M

8 45 M WIDE ROAD

(+3.75)

TOILETS

(±0.00)

GROUND FLOOR SLAB LEVEL

SECOND FLOOR PLAN

(+0.75)

GROUND LEVEL

LOBBY

PLINTH LEVEL

(+6.75)

LOBBY

OFFICE (Accountant,sales, Marketing,HR)

(+3.75)

FIRST FLOOR SLAB LEVEL

FIRE EXIT

BANQUET,CONFERENCE,MEETING AND LECTURE HALLS BLOCK

GROUND FLOOR SLAB LEVEL

(+9.15)

OFFICE 1

LOBBY

OFFICE 2

LOBBY

OFFICE 3

FIRST FLOOR SLAB LEVEL

STAIRCASE TOWER

TOILE

GROUND LEVEL

LOBBY

LOBBY STAIRCASE TOWER (+9.15)

TOILE

(+0.75)

SECOND FLOOR SLAB LEVEL

TOILE

LOBBY

OFFICE 2

GROUND FLOOR SLAB LEVEL

12 19

LOBBY

OFFICE 3

FRONT

LIBRARY

AUDITORIUM AND CONVENTION HALL BLOCK

(+3.75)

TOILETS

546 M

FIRST FLOOR SLAB LEVEL

GROUND FLOOR SLAB LEVEL

547 M

(+6.75)

DINING AREA

MEETING ROOM

LEGEND

FOOD COURT

544 M

1) MAIN ENTRY TO SITE 2) DROP OFF FOR HOTEL 3) ENTRY FOR BANQURT HALLS 4) HOTEL BUILDING 5) PARKING FOR HOTEL 6) CENTRAL DROP-OFF 7) ENTRANCE FOYER 8) TOWARDS PARKING AREA 9) RAMP FOR BASEMENT PARKING 10) DROP-OFF FOR ADMINISTRATION BLOCK 11) ADMINISTRATIONBLOCK 12) ADMIN. PARKING 13) ADMIN ENTRY 14) EXIT FROM ADMIN 15) CENTRAL COURTYARD WITH MULTIPURPOSE LAWN 16) BANQUET, MEETING,CONFERENCE AND LECTURE HALLS BLOCK 17)AUDITORIUM AND CONVENTION HALL BLOCK 18)OAT 19)FOOD COURT 20)EXHIBITION HALL BLOCK 21)EXIT RAMP FROM BASEMENT 22)EXIT FROM SITE 23)STP 24) MAIN EXIT FROM SITE

ADMIN, SHOPS & OFFICES BLOCK (1:150)

CENTRAL COURTYARD

SECTION AA’

ADMINIST A'

SHOP 1

BANQUET,CONFERENCE,MEETING AND LECTURE HALLS BLOCK

GROUND FLOOR PLAN GROUND FLOOR PLAN

1 A

1)OFFICE 1 2)MEETING RO 3)PANTRY 4)OFFICE 2 5)TOILETS 6)LIFTS & STAIR

FIRST FLO

TRATION BLOCK

EXHIBITION BLOCK

STAIRCASE TOWER (+9.15)

SECOND FLOOR SLAB LEVEL (+6.75)

LOBBY

OFFICE 3

FIRST FLOOR SLAB LEVEL (+6.75)

TOILETS

11.10 M

D U C T

SEMI-OPEN DINING AREA

OFFICE 1

LOBBY

OFFICE (Accountant,sales, Marketing,HR)

(+3.75)

LOBBY

OFFICE 2

GROUND FLOOR SLAB LEVEL

TOILETS

PLINTH LEVEL (+0.75)

GROUND LEVEL (±0.00)

T ELEVATION EX

FRONT ELEVATION

HIBITI ON B I H T A ION LL 2 ELEVATION (+9.15)

D U C T

SECOND FLOOR SLAB LEVEL

SEMI-OPEN DINING AREA

(+6.75)

OFFICE 1

ETS

ATRIUM

LOBBY

LOBBY EXHIBITION SLAB LEVEL(+9.60)

FIRST FLOOR SLAB LEVEL (+6.75)

LOBBY

ATRIUM

LOBBY

ATRIUM

LOBBY

EXHIBITION SLAB LEVEL(+9.60)

GROUND FLOOR SLAB LEVEL (+3.75)

ETS

PREFUNCTION SLAB LEVEL(+6.70)

PREFUNCTION

(+0.75)

GROUND LEVEL (±0.00)

LOBBY

TOILETS

TOILET SLAB LEVEL (+5.25)

SECTION BB’

SEMI-OPEN DINING AREA

D U C T

PLINTH LEVEL (+0.90) GROUND LEVEL (±0.00)

OFFICE 1

TOILETS

PREFUNCTION

PLINTH LEVEL (+0.90)

TOILETS

547 M

EXHIB ITIO A7' HALL N 1 2

12 M (+6.75)

HIBITI ON ALL 1

FIRST FLOOR SLAB LEVEL

WID

OAD

(+6.75)

GROUND FLOOR SLAB LEVEL

547 M

(+3.75)

PLINTH LEVEL (+0.75)

GROUND LEVEL (±0.00)

SIDE ELEVATION

547

12 M

547 M

SECOND FLOOR SLAB LEVEL

SECTION AA’

SECTION AA'

TION AA'

EXHIBITION HALL 1

SECTION AA'

GROUND LEVEL (±0.00)

LOBBY

EXHIBITION HALL 1

TOILET SLAB LEVEL (+5.25)

PREFUNCTION SLAB LEVEL(+6.70)

PLINTH LEVEL

OOM

LEGEND

STAIRCASE TOWER (+9.15)

SECOND FLOOR SLAB LEVEL (+6.75)

LOBBY FIRST FLOOR SLAB LEVEL (+6.75)

PLAN

RCASE

LOBBY

GROUND FLOOR SLAB LEVEL (+3.75)

PLINTH LEVEL (+0.75)

GROUND LEVEL (±0.00)

45 M WIDE ROAD

LEGEND

LOBBY

1)OFFICE 3 2)MEETING ROOM 3)LIBRARY 4)DINING 5)SEMI-DINING 6)TOILETS 7)LIFTS & STAIRCASE ATRIUM

M 45 M WIDE ROAD

LL 2

ETS

FRONT ELEVATION FRONT ELEVATION

STAIRCASE TOWER

LOBBY

ATRIUM

LOBBY

ATRIUM

LOBBY

544 M

KEY PLAN(1:1000) 544 M

SECTION BB' OOR PLAN SECOND FLOOR PLAN AKSHATA J.(309113)

KEYFLOOR PLAN (1:1000) PLAN

AKSHATA J.(309113)

AUDITORIUM AND CONVENTION HALL

BANQUET,CONFERENCE,MEETING AND LECTURE HALLS BLOCK

SLAB LEVEL (+3.90)

LECTURE HALL

PLINTH LEVEL (+0.60) GROUND LEVEL (±0.00)

FRONT ELEVATION(1:150)

FRONT ELEVATION

LOBBY

TOILETS

(1:150) SIDE ELEVATION ELEVATION

ELEVATION(1:150) FRONT ELEVATION

ELEVATION(1:150)

AUDITORIUM SLAB LEVEL(+13.50)

SLAB LEVEL (+3.90)

545 M

KEY PLAN

AKSHATA J.(309113)

FLOOR PLAN

547 M

PREFUNCTION SLAB LEVEL(+5.40)

SLAB LEVEL (+3.90)

PLINTH LEVEL (+0.60) GROUND LEVEL (±0.00)

WID

RO AD PREFUNCTION

ENTRANCE PORCH

CENTRAL SPACE 547 M

12 M

546 M

CONFERENCE ROOM

12 M

WID

OAD 547 M

STAG E

STA AREA GE

ENTRANCE PORCH

546 M

SECTION BB'(1:150)

prefunct

prefunc

SECTION BB'(1:150)PREFUNCTION

547 M

3 7

LEGEND

PLAN(1:150) 6

1)MAIN ENTRY 2)MEETING HALLS 3)PREFUNCTION FOR BANQUET HALLS (1:1000) HALLS 4)ENTRY FOR BANQUET 5)BANQUET HALLS 6)BACKSTAGE ENTRY 7)LECTURE HALLS 8)CONFERENCE HALLS 9)COURTYARD (1:1000) 10) TOILETS 544 M

KEY PLAN

545 M

45 M WIDE ROAD

CENTRAL SPACE

CONFERENCE ROOM

tion

1)PREFUNCTION FOR AUDITORIUM 2)AUDITORIUM 3)PREFUNCTION FOR CONVENTION HALL 4)CONVENTION HALL 5)BACKSTAGE ENTRY (1:1000) 6)TOILETS

STAG

BACK

LEGEND

544 M

GROUND LEVEL (±0.00)

SLAB LEVEL (+3.90)

GROUND LEVEL (±0.00)

ENTRANCE PORCH

PREFUNCTION SLAB LEVEL (+5.40)

PREFUNCTION

CENTRAL SPACE

PLINTH LEVEL (+0.60)

45 M WIDE ROAD

B' CONFE RENC ROOM1 E

STA AREA GE

45 M WIDE ROAD

8 LECTU RE HALL 2

547 M

LECTU RE HALL 1

SLAB LEVEL (+3.90)

PLINTH LEVEL (+0.60)

ion

CONFE RENC ROOM2 E

MEETING HALL B

CONFE RENC ROOM2 E OAD

TOILET S

CONFE RENC ROOM1 E

TOILETS

SECTION BB’

PREFUNCTION SLAB LEVEL (+5.40)

MEET ING HALL A

WID

GROUND LEVEL (±0.00)

BANQ UE HALL T 1

MEET ING HALL A

MEETI NG HALL A

12 M

MEET ING HALL A

547 M

BANQ UE HALL T 1

MEETI NG HALL A

546 M

LOBBY

CONFERENCE ROOM

TOILETS

SECTION AA'(1:150)

STA AREA GE

LECTURE HALL

PLINTH LEVEL (+0.60)

STAG

SECTION AA’ STAG

GROUND LEVEL (±0.00)

ENTRANCE PORCH

STA AREA GE

MEET ING HALL A

545 M

BACK

MEETI NG HALL A

544 M

SLAB LEVEL (+3.90)

BACK

CENTRAL SPACE

TOWARD BACKST S AGE AREA

MEETI NG HALL A

543 M

MEETING HALL B

MEETI NG HALL A

SECTION AA'(1:150) SECTION AA’

PLINTH LEVEL (+0.60) GROUND LEVEL (±0.00)

LOBBY

SECTION AA'(1:150)

PLINTH LEVEL (+0.60)

TOWARD BACKSTAGS E AREA

PREFUNCTION

MEETING CONFERENCE HA ROOM BLL MEETING HALL B

PLINTH LEVEL(+0.90) GROUND LEVEL(+0.00)

GROUND LEVEL(+0.00)

MEETING HALL B

PLINTH LEVEL(+0.90)

BACK

SUNK

MEETING HALL B

899.42

SLAB LEVEL (+3.90)

MEETING HALL B

MEET ING HALL A

SUNK

LECTURE HALL

MEETING HALL B

BANQU ET HALL 2

TOILETS TOILETS

NCTION N NCTIO PREFUPREFU

TOILE

TOILETS

GROUND LEVEL (±0.00)

BANQU ET HALL 2

9.00

PREFUNCTION SLAB LEVEL(+5.40)

LOBBY

PLINTH LEVEL (+0.60)

SLAB LEVEL (+3.90)

LECTU RE HALL 1

9.00

PREFUNCTION SLAB LEVEL(+6.90) TOILET TOILET SLAB SLAB LEVEL (+5.40) LEVEL (+5.40)

PREFUNCTION SLAB LEVEL(+6.90)

13.50

LECTURE HALL

TOILE

LECTU RE HALL 2

AUDITORIUMAUDITORIUM

13.50

AUDITORIUM SLAB LEVEL(+13.50)

BANQUET,CONFERENCE,MEETING& LECTURE HALLS BLOCK PLAN(1:150) KEY PLAN 544 M

545 M

FLOOR PLAN BANQUET,CONFERENCE,MEETING& LECTURE HALLS BLOCK

views

03. cAFE DESIGN

A GREAT CAFE EXPERIENCE COMES WITH A GREAT CAFE DESIGN. IT SHOULD BE A PLACE FILLED WITH UNIQUE POSSIBILITIES TO FORGE SOCIAL AND CULTURAL CONNECTIONS. CAFE’S NOT ONLY TELL THE STORY OF FOOD ,BUT ALSO PEOPLE AND SPACES. FROM CASUAL MEETIND TO SOLO WORKING OR MEETING FOR BUSINESS ,IT IS A DYNAMIC AND IRREPLACABLE IN THE MODERN CITY.

INDOOR DINING AREA

TOP-HUNG OPENABLE WINDOWS

LOBBY TOWARDS OUTDOOR DINING AREA

STAINED GLASS PANELS

WAITING AREA

G.L.

SECTION AA’

UN G

16.8

12.3

PHOTO WALL

TOILETS 3.0

12.0

9.7

6.2

RECEPTION

KITCHEN,STORE AND UTILTY AREA

O PE N ABL

WAITING AREA

MAIN ENTRY

LOBBY TOWARDS OUTDOOR DINING AREA

INDOOR DINING AREA

A CAFETERIA IS BEING DEVELOPED BY AURANGABAD MUNICIPAL CORPORATION NEAR A GARDEN AREA AND IN THE RAPIDLY DEVELOPING AREA. THE COMPANY PROPOSES TO CONSTRUCT A CAFETERIA CATERING ABOUT 100 PEOPLE AT A TIME. THE AREA OF THE PROPOSED SITE IS ABOUT 0.80 ACRES. THE DESIGN DEMONSTRATES THE FLEXIBLE AND FUNCTIONAL USE OF SPACE FOR CAFE AND WITH INNOVATIVE SOLUTIONS TO ENHANCE THE INDOOR ENVIRONMENT FOR THE USERS.THE CONCEPT BEHIND THE FINAL DESIGN WAS TO CREATE AN INVITING ,BRIGHT AND FUNKY SPACE THAT WILL INSPIRE USERS TO BE HEALTHY, ACTIVE AND SOCIAL. USE OF VARIOUS ELEMENTS LIKE USE OF COLOURS,WALLPAPER DESIGNS,MATERIALS LIKE STAINED GLASS ,OUTDOOR SPACES ,SKYLIGHT ,ETC. HAS BEEN DONE TO CREATE THE DESIRED ENVIORONMENT.

TILT-UP, IN ITS MOST BASIC FORM STEP PROCESS. FIRST, SLABS OF WHICH MOST OFTEN COMPRISE L ING SECTIONS OF A BUILDING EN ELEVATION, ARE CAST HORIZONT CONCRETE SLAB-ON-GROUND. REFERRED TO AS PANELS, ARE ED (TILTED) WITH A CRANE AFTER CRETE HAS REACHED SUFFICIENT THE CRANE SETS THE PANELS ON FOUNDATIONS, THUS FORMING T WALL LINE FROM A SERIES OF CO PANELS STANDING NEXT TO EA

LEGEND

SITE PLAN

1. SITE ENTRY 2. DROP-OFF 3. CAFE BUILDING 4. OUTDOOR SITTING AREA 5. SERVICE ROAD 6. SITE EXIT

LOAD TRANSFER DIAGRAM THE LOAD IN THE STRUCTURE IS TRANSFERED AS : SLAB TO BEAM ; BEAM TO INCLINED COLUMNS; COLUMNS TO THE FOUNDATION AS SEEN IN THE FIGURE ABOVE.

C RE TE P A NE

LS G

SE S U

D I N C E I LI N G

ST A

S LA

CON

WAYS TO VARIOUS PRECAST ELEMENTS: P RE

ST CO

LU M N S A N D

PLI N T H B E A M

MS TH WI

E M NT D

A N G LED

NF O R C E M NT

RCE

R EI

T IL

P -U

M, IS A TWOCONCRETE, LOAD-BEARNVELOPE OR TALLY ON A THE SLABS, THEN LIFTR THE CONT STRENGTH. N PREPARED THE DESIRED ONSECUTIVE ACH OTHER.

TILT-UP STRUCTURES ARE BUILT AT REASONABLE COST, REQUIRE LITTLE MAINTENANCE, AND PROVIDE LONG TERM DURABILITY AND SPEED OF CONSTRUCTION WITH MINIMAL CAPITAL INVESTMENT. PANELS USUALLY SERVE AS STRUCTURE AND FINISH AND CAN BE INSULATED AS NEEDED FOR ENERGY EFFICIENCY.

• CORRUGATED DUCT: CASTING CORRUGATED DUCT INTO THE PRECAST ELEMENT IS THE TRADITIONAL METHOD TO CONNECT PRECAST WALLS TO FOUNDATION. CORRUGATED DUCT IS USED AS A HOLE FORMER FOR A VARIETY OF PRECAST AND CAST-IN-SITU CONCRETE WORKS. • GROUT COUPLER: GROUT COUPLER CAN BE USED FOR CONNECTING PRECAST WALLS, COLUMNS, BEAMS EITHER HORIZONTALLY OR VERTICALLY. • PRECAST SHOE: MAINLY USED FOR CONNECTING PRECAST COLUMN AND FOUNDATION, PRECAST SHOE CAN ALSO BE USED TO CONNECT PRECAST WALL PANEL TO FOUNDATION. THEY ARE ESPECIALLY SUITABLE FOR ANCHORING IN FLAT STRUCTURES SUCH AS THE FOUNDATIONS OR WALLS THAT HAVE SUFFICIENTLY LARGE EDGE DISTANCE.

MATERIAL AND CONSTRUCTION DETAILS

C26 22 15860 C24 21 15825

C24 F23

C25 20 15800

15860 21 C26 15825 20 C24 15800 19 C25

C26 F25

C25 F24

C22 19 14462 C23 18 14425

C22 F21

C23 F22

C21

C21 F20

C20 15 10950

C17 F17

C19 14 10880

DWG NO :

C16 13

9771

C18

C19 F18

C20 F19

C15 12 8400

C15 F15

4000

C 2467

COLUMN SIZES

+7050

+9450

+300

4000

7535

+450

SITE ENTRY (4000 MM WIDE)

+300

TWO WHEELER PARKING

±0.00

9 M WIDE ROAD 4000

4000

START POINT AND CENTRE LINE PLAN

C12,C15,C21

230X300

C3,C6,C7,C8,C16,C23,,C24

230X350

C1,C2,C4,C5,C9,C10,C11,C13, C14,C19,C20,C22,C25,C26

230X430

C17,C18

SCHEDULE OF COLUMNS

47000

FOOTING SIZES

230X230

4000

733

3000

COLUMN NAMES

4000

200

+7050

4000

FOUR WHEELER PARKING

15975

13175

DRAWING INSSUANCE SCHEDULE :

C10

C8 C5

1575

1550

175

C1,C4

115

C2,C3

START POINT/ SOUTH EAST CORNER OF PLOT

4000

30000

1933

C6,C12, C15,C21, 10 17961 C23

RO WI

+7050

7. LEVELS AS MENTIONED ARE GENERAL LEVELS AS NATURAL SLOPES LEVEL IN DETAIL TO BE ANALYSED.

13811

F 3667

13751

1400

9250

4000

8830

C22

1400

C5,C9, 9 C14,C19

)

8744

±0.00

C1 F1

+600

C19

+450

4000

(40 SITE 00 MM EXIT WID E

+300

8629

3133

C6 F6

C5 F5

8690

1. ALL DIMENSIONS ARE IN MM 2. KINDLY MARK PLOT BOUNDARY C5 4 1575 EDGE FIRST. 3.MINIMUM DISTANCE BETWEEN C6 3 1550 COMPOUND WALL AND WATER CHANNEL SHOULD NOT BE COORDINATED 15000C1,C4 MM. 2 175 4.BEFORE STARTING EXCAVATION ALL DIMENSIONS C2,C3 1 115 SHOULD BE COORDINATED WITH ARCHITECT. 5.ANY AMBIGUITY IN DIMENSIONS TO BE COORDINATELY BROUGHT IN KNOWLEDGE OF ARCHITECT IMMIDIATELY COORDINATE 6. PLEASE CHECK ALL X,Y DIMENSIONS AS MENTIONEDFROM ALL FOUR

4000

4015 6 C7 3980

4000

C9 F9

C8 F8

C26

4000

C4,C8

4000

3980

5450

4000

4015

4000

2000

4000

C3,C7

2000

3645

NOTES :

5168

4088 7 C9

C12 F12

C11 F11

C18,C25

C10 F10

2319

4 30000

4088

5168

C2,C11, C16

115

C10

8400 12 C15

5400 10 C12 5295 9 C11

C14 F14

C1,C10, C17,C24

C13 F13

5295

10975 15 C20

7438 11 C13,C14

C12 10 5400 C11

C17,C18

9771 13 C16

C13,C14 11 7438

SHEET CONTENT:

11400 16

10880 14 C19

F16

C16

SHEET NO : 1

14462 18 C22 14425 17 C23

C21 17 11400 C17,C18 16 10980

(ARCHITECTS OFFICE PROJECT)

C23

C6,C12,

17961 10 C15,C21,

C14,C19

13811 9 C5,C9,

8744

13751 8 C22

C4,C8 6

8690

C19

8629

C26

5450

C3,C7

C18,C25 3

3645

C2,C11, C16 2

2319

C1,C10, C17,C24 1

115

04.Working drawings

1 SHEET

TITLE :

START POINT AND SITE PLAN DRAWING

SCALE: 1 : 100

DATE:

COLUMN NAMES

1200X1200

F3,F6,F7,F8,F12,F15,F20,F22,F23

1200X1500

F1,F2,F4,F5,F9,F10,F11,F13,F14, F17,F18,F19,F21,F24,F25

3000X3000

F16

SCHEDULE OF FOOTINGS

CENTRE LINE PLAN

1200

2100

3400

1500

WINDOW NOTATION VENTILATOR

1200

2100

3400

600

1500

2250

230

DOOR NOTATION

WINDOW NOTATION

VENTILATOR

NOTE

3300

230

D1 D1

1200

5000

115

3900

3000 230

230

D1 D1

PANTRY

230

115

1250

5000

3000

SHEET

TITLE : D3

INCLUDES PLUG POINT FOR CHARGING OR ANY OTHER DEVICE

DETAILED GROUND FLOOR PLAN

SCALE: 1 : 40

NO :15

S/B F

SHEET CONTENT:

W.D.-2

C22

S/B K

C23

S/B L

S/B M

ARCHITECT'S OFFICE

C23

CEILING FAN POINT

M1 S/B M

S/B SWITCH BOARD

A/C

C21

C20

WORKING AREA

C18

S/B G

CEILING LIGHT POINT P1

C15

C19

S/B H

C16

S/B A

S/B B

RECEPTION AND WAITING

DRAWING INSSUANCE SCHEDULE :

A/C

C12

SUSPENDED LIGHT POINT

CONFERENCE ROOM U1

A/C

AIR CONDITIONER

SHEET

TITLE :

ELECTRICAL PLAN GROUND FLOOR C1

SCALE: 1 : 40

DATE:

AKSHATA P. JAIN 309113

T. Y. ARCH W.D.-2 J.N.E.C.,AURANGABAD

3785

C19

DOWN

900

2100

DOOR NOTATION

WINDOW NOTATION

I1/H1

SHEET

SCALE: 1 : 40

DATE:

SHEET

DETA

J.N.E.C.,A 7. LEVE

7. LEVELS AS MENTIONED ARE GENERAL LEVELS AS NATURAL SLOPES LEVEL IN DETAIL TO BE ANALYSED.

GENER NATUR DETAIL

DRA INSS SCH

DRAWING INSSUANCE SCHEDULE :

C13

C14

I2/H2

I1/H1

S/B H

CHANDELIER POINT

PANTRY C2

S/B D

SUSPENDED SUSPENDED LIGHT POINT

PANTRY F1

LIGHT POINT

S/B E

S/BG

MODEL MAKING ROOM C2

S/B F

MODEL MAKING ROOM

S/BG

FOR APPLIANCES

CHANDELIER POINT

I1/H1

SEMI-OPEN SITTING SPACE A1

S/B C

STORE ROOM

TITLE :

1. ALL 2. KIND EDGE 3.MINIM COMPO CHANN COORD 4.BEFO EXCAV SHOUL WITH 1 SCALE: 5.ANY AKSHAT DIMEN COORD 309113 KNOW IMMIDI T. Y. ARC 6. PLEA DIMEN W.D.-2 MENTI

S/B D

ELECTRICAL PLAN GROUND FLOOR

NOTES :

SEMI-OPEN SITTING SPACE

J.N.E

I1/H1

AKS

309 SHE T. Y CO

1. ALL DIMENSIONS ARE IN MM 2. KINDLY MARK PLOT BOUNDARY EDGE FIRST. 3.MINIMUM DISTANCE BETWEEN COMPOUND WALL AND WATER CHANNEL SHOULD NOT BE COORDINATED 15000 MM. 4.BEFORE STARTING EXCAVATION ALL DIMENSIONS SHOULD BE COORDINATED WITH ARCHITECT. 5.ANY AMBIGUITY IN DIMENSIONS TO BE COORDINATELY BROUGHT IN KNOWLEDGE OF ARCHITECT IMMIDIATELY 6. PLEASE CHECK ALL DIMENSIONS AS MENTIONEDFROM ALL FOUR

CEILING LIGHT POINT

C14

S/B I

S/B C

SHE

SHEET NO :14B

I2/H2

RECEPTION AND WAITING

C2 DOWN

DRAW INSSU SCHE

D3 IS A SLIDING DOOR

C13

1500

C20

STORE ROOM

AIR CONDITIONER

S/B J

C11

A6/V2

A/C

2100

SWITCH BOARD

I1/H1

S/B K

S/B A

A6/V2

900

CEILING LIGHT POINT S/B

A/C

1200

CEILING FAN POINT

C22

I1/H1

DISCUSSION ROOM 2

C18

C11

S/B B

2100

SHEET S/B CONTENT: SWITCH BOARD

S/B A

SUSPENDED LIGHT POINT

2100

PANTRY T1

2100

2250

S/B B

1600

7. LEVELS GENERAL NATURAL DETAIL T

DWG NO :16

C20

S/B V

1000

LIBRARY

U1 P1

D1 D2

LEGEND

C17

S/B T

TOTAL NO.

S/B J

S/B H

C10

S/B T

C26

C19

SCHEDULE :

C10 S/B U

C12

C11 S/B V

A/C

LCD / PLASMA TV

LINTEL LEVEL

S/B S

C10

LCD / PLASMA TV

C25

C16

SILL LEVEL

ELECTRICAL PLANFIRST FLOOR CEILING FAN POINT

D3 IS A SLIDING DOOR

W.D

S/B R

WINDOW NOTATION

LIBRARY J1

C14

DOOR NOTATION

SCA

RECEPTION DRAWING AND DISCUSSION INSSUANCE WAITING ROOM 1

STAFF WORKING AREA

C13

C14

S/B Q

INCLUDES PLUG POINTS FOR RECEPTION DESK

D W

LEGEND

S/B I

C15

C22

: K1

7. LEVELS AS MENTIONED ARE GENERAL LEVELS AS A3 A3 NATURAL SLOPES LEVEL IN DETAIL TO BE ANALYSED.

2100 2100

230

S/B O

900 900

D DW

C26

DISCUSSION ROOM 2

C16

CEILING LIGHT POINT

S/B N

5000

115

1. ALL DIMENSIONS ARE IN MM 2. KINDLY MARK PLOT BOUNDARY EDGE FIRST. 3.MINIMUM DISTANCE BETWEEN COMPOUND WALL AND WATER CHANNEL SHOULD NOT BE K2 COORDINATED 15000 MM. 4.BEFORE STARTING EXCAVATION ALL DIMENSIONS SHOULD BE COORDINATED WITH ARCHITECT. K1 5.ANY AMBIGUITY IN DIMENSIONS TO BE COORDINATELY BROUGHT IN KNOWLEDGE OF C24 ARCHITECT IMMIDIATELY 6. PLEASES/B KCHECK ALL DIMENSIONS AS MENTIONEDFROM ALL FOUR

INCLUDES PLUG POINTS FOR PEOPLE IN WAITING AREA

3000

MODEL J.N.E.C.,AURANGABAD MAKING ROOM

C18

C20

STAFF WORKING AREA

ORKING AREA

C17

S/B P

7. LEVELS AS MENTIONED ARE GENERAL LEVELS AS NATURAL SLOPES LEVEL IN DETAIL TO BE ANALYSED.

S/B P

S/B C

C21

PANTRY

A/C

AIR CONDITIONER

A/C

C17

PRINTING AREA

1200 1500

NOT DR INS SC

1. ALL DIM 2. KINDLY EDGE FIR 3.MINIMUM COMPOUN CHANNEL COORDINA 4.BEFORE EXCAVATI SHOULD WITH AR 5.ANY AM DIMENSIO COORDINA KNOWLED IMMIDIATE 6. PLEASE DIMENSIO MENTIONE

W.D.-2

NOTES

ROOM 1

W1 W2

DATE:

T. Y. ARCH CONTENT:

A/C

G1 M2

INCLUDES PLUG POINT FOR PEOPLE SITTING

S/B SWITCH BOARD DISCUSSION

S/B I

PLUG POINT FOR PLOTTER AND A COMPUTER

C2/D2

OPENING

FIRST FLOOR PLAN

C4/D1

S/B F

C22

CEILING FAN POINT

STORE

J.N.E.C.,AURANGABAD

C3/D3

NOTES

S/B J

309113

T. Y. ARCH

S/B D

S/B L

3000 230

STORE ROOM

COMMON TOILET

DATE:

AKSHATA P. JAIN

SHEET NO :14A

ATTATCHED TOILET

C3/D3

C2/D2

DWG

LEGEND

S/B E

2100

TITLE :

309113 115 SHEET

230

SHEET

A/C

2100

NOTATION

NOTE

A/C

230

SCALE: 1 : 40

C24

2100

2250

NOTE

230

SEMI-OPEN W2 SITTING SPACE

SHEET NO :14A

C26

1600

7. L GEN NAT DET

SCHEDULE OF OPENINGS

5000

115

DETAILED GROUND D1 DWG NO :15 FLOOR PLAN

C25

1000

FIRST FLOOR PLAN

1980 LEGEND 230

D1 D2

RECEPTION MODEL MAKING STORE AND ROOM ROOM WAITING

230

4785

1980

TOTAL NO.

AKSHATA P. JAIN

C24

230

5000

115

D5 IS A SLIDING DOOR

GROUND FLOOR PLAN

230

ELECTRICAL PLANGROUND FLOOR

230 3450

1250

115

4950

115

1 3

LINTEL LEVEL

3450

2100

SILL LEVEL

115

2100

1200

OPENING

115

900

600

115

4865

115

1500

4865

SEMI-OPEN LIBRARY SITTING SPACE

115

2400 2100

115

10000

3900

0 900

D5 IS A SLIDING DOOR

600 3900

1350

230

V NOTE

2250

1500 1200

230

DOOR NOTATION

1 DISCUSSION ROOM 61

D5 W1

NOTATION 230

230

600

PANTRY CONFERENCE ROOM 6135

600

V D W

5000

1980

230

2100

1250

DRAWING RECEPTION INSSUANCE DISCUSSION AND : SCHEDULE ROOM 2 WAITING

2383

230

115

4785

SHEE CONT

SCHEDULE OF OPENINGS

6650 230

2100

700

1200

DWG

SHEE

115

2100

1200

2100 2100

2383

2100

900

600

0 0

DETAIL PLANFIRST FLOOR

230

900

1500

800 900

3785

1200

5000

115

3920

W1 W2 W3

DRAWING INSSUANCE SCHEDULE :

D2 D3

1. A 2. K EDG 3.M COM CHA COO 4.BE EXC SHO WIT 5.AN DIM COO KNO IMM 6. P DIM MEN

LIBRARY

7. LEVELS AS MENTIONED ARE GENERAL LEVELS AS NATURAL SLOPES LEVEL IN DETAIL TO BE ANALYSED.

230

115

2400

TOTAL NO.

2400

1230

2100

LINTEL LEVEL

115

2100

1500

115

700

SILL LEVEL

1500

2400

900

4890

230

1350

OPENING

230

1550

NOTATION

600

2100

DISCUSSION ROOM 2

1230

115 2400

1300

800

115

1500

1000

7. LEVELS AS W1 MENTIONED ARE GENERAL LEVELS AS NATURAL SLOPES LEVEL IN DETAIL TO BE ANALYSED.

3800

100

850

230 D1 D2

230

TOTAL NO.

230

5000

STAFF WORKING AREA

LINTEL LEVEL

115

1350

SILL LEVEL

1550

OPENING

SCHEDULE OF OPENINGS

1350

RECEPTION AND WAITING

115

PRINTING AREA

4800

4500

1. ALL DIMENSIONS ARE IN MM 2. KINDLY MARK W1PLOT BOUNDARY EDGE FIRST. 3.MINIMUM DISTANCE BETWEEN COMPOUND WALL AND WATER 230 2200 CHANNEL SHOULD NOT BE COORDINATED 15000 MM. 4.BEFORE STARTING EXCAVATION ALL DIMENSIONS SHOULD BE COORDINATED WITH ARCHITECT. 5.ANY AMBIGUITY IN DIMENSIONS TO BE COORDINATELY BROUGHT IN KNOWLEDGE OF ARCHITECT IMMIDIATELY 6. PLEASE CHECK ALL DIMENSIONS AS MENTIONEDFROM ALL FOUR

SCHEDULE OF OPENINGS NOTATION

3300 230

NOTES :

1. ALL DIMENSIONS ARE IN MM 2. KINDLY MARK PLOT BOUNDARY EDGE FIRST. 3.MINIMUM DISTANCE BETWEEN COMPOUND WALL AND WATER CHANNEL SHOULD NOT BE COORDINATED 15000 MM. 4.BEFORE STARTING 4950 EXCAVATION ALL DIMENSIONS SHOULD BE COORDINATED WITH ARCHITECT. 5.ANY AMBIGUITY IN DIMENSIONS TO BE COORDINATELY BROUGHT IN KNOWLEDGE OF ARCHITECT IMMIDIATELY 6. PLEASE CHECK ALL D2 DIMENSIONS AS W2 MENTIONEDFROM ALL FOUR

DISCUSSION ROOM 1

230

3900

1800

STORE

5000

NOTES :

230

3920

115

COMMON TOILET

1300

230

1250

1300

230

6650

D4 115

115

D4 115

2100

4800

SHEET NO : 5 ARCHITECT'S SHEET OFFICE CONTENT:

115

2000

3300

115

2750

DETAIL PLANGROUND FLOOR

DWG NO :

1270

ATTATCHED TOILET

CO W2

230

1500

230

600

SHEET CONTENT: W2

A/C

SHEET

TITLE :

ELECTRICAL PLAN GROUND FLOOR

SCALE: 1 : 40 AKSHATA P. JAIN

AIR CONDITIONER 309113

T. Y. ARCH

DATE:

SHE

05. CONSTRUCTION DRAWINGS

GATE AND COMPOUND WALL

HINGED GATE

CONCRETE WALL WITH PUNCTURES

SLIDING GATE

LIGHT FIXTURES

FIXED GRILL

3000.00

SOLID CONCRETE WALL

3000.00

2400.00

ELEVATION (1:50) SLIDING GATE DETAILS-I

DRILLED,GALVANISED HALF ROUND TRACK AND ALUMINIUM CLOSING BLOCKS

HINGED GATE DETAILS

PLAN

VIEW

CROSS-SECTION

ALUMINIUM CLOSING BLOCK OPTION-1

ALUMINIUM CLOSING BLOCK OPTION-2

SOLID IRON BLOCK

ALUMINIUM CLOSING BLOCK OPTION-3

SLIDING GATE DETAILS-II

MAIN ROAD

SLIDING GATE DETAILS-III

WALL MOUNTING OPTION 2 - EXTERNAL

WALL MOUNTING OPTION 1 - RECESSED IN FRAME CONCEALS WHEELS INSIDE GATE, PROVIDES CLEAN LINES

ALLOWS A GATE TO FOLLOW A RAKING DRIVEWAY BY REDUCING OR INCREASING WHEEL LEG SUPPORTS.

PROPOSED GRILL

HINGED GATE FIXING DETAIL-ELEVATION

ALLOWS GATE TO SIT CLOSE TO GROUND ,REDUCING GAP UNDER THE GATE.

WALL TO BE DEMOLISHED 29

PROPOSED GATE

SEC.

CABIN WALL TO BE DEMOLISHED

PLAN (1:100)

10 7

TOPIC

GATE & COMPOUND WALL

(PER WHEEL)

SIGN

(ALL DIMENSIONS ARE IN MM)

200 KG MAX

(PER WHEEL)

SHEET NO.

72.3

REMARK

DATE

NAME

AKSHATA P. JAIN

CLASS

TY B.ARCH (BATCH -1 )

SUBJECT

BCTM V

ROLL NO.

309113

PINNED JOINT

COLUMN

STEEL PLATES WELDED ON COLUMNS, USED AS SUPPORT OF PANELS.

ACP PANELS BOLTED ON STEEL PLATES

PTFE FABRIC BOLTED TO COLUMN

BETWEEN COLUMNS

(150 MM DIA)

COLUMN WELDED TO BASE PLATE BASE PLATE COLUMNS (150MM DIA)

STEEL PLATES FOR ADDITIONAL SUPPORT

(450X450)

COLUMN FIXING DETAILS(1:20)

DETAILS AT COLUMN BASE(1:20)

PLATES FOR COLUMN JOINERY

PORTAL FRAME

FABRIC FIXING DETAILS(1:20) COLUMN (150MM DIA)

CENTRAL SUPPORTING RING COLUMN (150MM DIA)

CUBICLE (3000*3000*2400)

CUBICLE

PTFE FABRIC SHELL COVER

(3000*3000*2400)

COLUMN

(150MM DIA)

(150MM DIA) 3300

4500

4100

4300

3700

BASE PLATE

2400

(40MM THK)

SECTION AA'(1:150)

EXTERIOR WALL(SHELL STRUCTURE) FIXING DETAILS(1:20) STEEL RING PROVIDED AS CENTRAL SUPPORT TO THE STRUCTURE

CIRCULAR COLUMN COLUMNS

ACP SHEETS EXTERIOR WALL C18

C19

C20

C21

C22

C23

CUBICLES (3000X3000X2400)

CIRCULAR COLUMN (150MM DIA)

BASE PLATE

CENTRAL RING DETAILS

C12

C14

(1.5M DIA,32MM THK)

AC SHEET

C11 C8 C10

C13

CLEA

SPAN

EXTERIOR WALL (ACP SHEETS)

C16

WALL GIRT

CUBICLES (3000X3000X2400)

CUBICLES

ISOMETRIC VIEW

(3000*3000*2400)

HAUNCH

END PLATE WELDED TO RAFTER AND BOLTED TOGETHER

RAFTER

RIDGE PIECE

GUTTER

(ROOF) (10MM THK)

(ISWB 400)

ACP PANELS BOLTED ON BARS

AC SHEET(ROOFING) RAFTER (IMWB400)

AC SHEET(WALL) WALL BRACING

INTERNAL(CUBICLES) PLAN(1:150)

DETAIL OF FIXING OF BRACINGS (1:30)

DETAIL AT APEX (1:15)

ENDPOST

ANGLE CLEAT USED TO BOLT THE BARS

EXTERNAL(CUBICLES) PLAN(1:150)

BEAM CUTTING WELDED TO UNDER SIDE OF RAFTER

COLUMN OF PORTAL FRAME

CLEAR HEIGHT

C15

BRACING

RAFTER OF THE PORTAL FRAME

HOLLOW STEEL BARS

C17

RAFTER OF STEEL PORTAL FRAME

RIDGE OF PORTAL FRAME

ROOF PURLIN

STEEL PLATE WELDED ON BARS

C10

(450X450)

CENTRAL SUPPORT RING

COLUMNS SUPPORTING RING

WALL GIRT

CUBICLES DETAILS

WEB STIFFENER WELDED TO TOP OF THE COLUMN

AC SHEET

RAFTER OF STEEL PORTAL FRAME

COLUMN

(WALL CLADDING)

(ISWB 400)

WALL GIRT

BEAM CUTTING WELDED TO UNDER SIDE OF RAFTER

WALL BRACING

(75*75*10)

COLUMN

FLOOR LEVEL

(ISWB 400)

END PLATE WELDED TO RAFTER AND BOLTED TO COLUMN

G.L.

FLOOR LEVEL

WEB STIFFENER WELDED TO COLUMN

G.L.

SHEET NO.

TEMPORARY STRUCTURES

(ALL DIMENSIONS ARE IN MM)

SIGN

D.O.C

REMARKS

D.O.S.

NAME CLASS ROLL NO. SUBJECT COLLEGE

AKSHATA P. JAIN T.Y. BATCH A 309113 B.C.T.M. J.N.E.C

RAFTER

B' 15000.00

TEMPORARY STRUCTURES ( EXHIBITION AREA DESIGN)

15000.00

HALL (60M * 20M)

20000.00

CONCRETE BLOCK (1000*1000) BASE PLATE (500*500)

15000.00

WIND BRACINGS

ROOF PURLIN

B' GUTTER

WEB STIFFENER

AC SHEET

AC SHEET (WALL CLADDING)

20000.00

15000.00

HAUNCH TO STEEL PORTAL FRAME DETAIL(1:20)

SECTION BB' (1:200)

SECTION AA' (1:200)

COLUMN ISWB 400

PLINTH LEVEL PLAN (1:200) SHEET NO.

ROOF LEVEL PLAN (1:200) SIGN

TITLE

PORTAL FRAME

(ALL DIMENSIONS ARE IN MM)

DATE

NAME

AKSHATA PANKAJKUMAR JAIN

CLASS

T.Y. B.ARCH(BATCH A)

ROLL. NO.

309113

SUBJECT

B.C.T.M. - V

COLLEGE

J.N.E.C.

AURANGABAD

06. D O C U M E N T A T I O N

DETAILED DOCUMENTATION OF A STREET

BANGLADESH :

LOCATION:

A CASE FOR REGIONALISM

LOW LYING, FLAT LAND ,TRAVERESED BY INNUMERABLE RIVERS ALLUVIUM SOIL:

TOWRADS NE OF INDIAN SUBCONTINENT

CLIMATE:

TOPOGRAPHY:

HIMALAYAS ON NORTH

DENSE HILLY FORESTS ON EAST

 a.

WARM AND HUMID SUMMER TEMPERATURE : 29°C TO 32°C

RURAL BUILDINGS: CONSTRUCTION OF LOCALLY AND CHEAPLY AVAILABLE MATERIALS. URBAN AREAS: -PERMANENT MATERIALS -PREDOMINANT MATERIALBRICK

A) ANCIENT PERIOD: (3RD CENTURY B.C.-11TH CENTURY A.D.) CONSTRUCTION MAINLY SEEN OF RELIGIOUS BUILDINGS• BUDDHIST VIHARAS • MONASTRIES • TEMPLES

 PROMINENT MATERIALS USED IN REGION ARE: -ALLLUVIAL SOIL-AVAILABLE FROM RIVERS -TIMBER, BAMBOO AND GRASS

B) ADVENT OF MUSLIMS-SULTANATE PERIOD : (1204 A.D.-1576 A.D.) SYNTHESIS OF REGIONAL FORMS,TECHNIQUES AND TRADITIONS WITH IDEAS AND CONCEPT OF FOREIGNERS,. - MOSQUE AND MAUSOLEUMS INTRODUCED. - FOUND EXPRESSIONISM THROUGH REGIONAL FORMS AND FEATURES. - SPECIFIC FEATURES: -

• • •

• FORM • STRUCTURAL SYSTEM SURFACE DECORATION •

GAMBUZ (BAGERHAT 1459 A.D)

(1576 A.D.-1757 A.D.) -SPECIFIC FEATURE: IDEA OF POLITICAL CENTRALISATION -ARCHITECTURALLY: • IMPOSITION OF FORMS FROM CENTRAL POWER ,THAT IS , DELHI • BRICK ABANDONED FOR PALSTERED SURFACE • THREE DOMED MOSQUE

GLAZED TILE WORK CANTILIVER CORNICE BANGLA ROOF

SURA MOSQUE (DINAJPUR-1493 A.D)

•

SAT MASJID

RIVERS

BIBI PARI TOMB

D) THE BRITISH PERIOD: (1757 A.D.-1947 A.D.) -BRITISH DEVASTED THE PRACTICED BENGAL SOCIO- CULTURAL ECONOMIC LIFE. -BUILDINGS INCLUDED: • OVERHANGING EAVES • WOODEN LATTICE • VERANDAH’S -THUS, ‘ENGLISHMEN‟ + „LOCALMEN”

USE OF TRADITIONAL BRICK AND TERRACOTTA.

CHOTA SONA MOSQUE (GAUR-1493 A.D)

ABUNDANT ALLUVIAL SOIL

GLOBULAR WITH SLIGHTLY HEMISPHERICAL DOME

TEMPLES

NAGARA STYLE

• • • • • •

EVOLUTION OF THIS LED TO TENDENCY TOWARDS ELONGATION AND HEIGHT.

PIDA- DEUL:GRADUALLY DIMINISHING ROOF COMPOSED OF SERIES OF HORIZONTAL TIERS WITH A RECESS BETWEEN TWO.

•

CONSISTED ONLY GARDEN –RETREATS FOR MONKS DURING RAINY SEASON

RURAL HOUSING SCENE:

•

-SUCCESSION OF PHASES: 17TH CENTURY:

CHAR CHALA

STARTS BY CREATING A ‘LAND’ OR ‘MOUND’ FOR HOUSE

HOUSE STUCTURE IS BUILT AND GRADUALLY ENLARGED BY ADDING NEW STRUCTURES ,CREATING PONDS,TANKS,CANALS AND DRAIN.

A)INNER HOUSE THE FAMILY FUNCTIONS:

FUNCTIONS PERTAINING TO FAMILY ITSELF. (SLEEPING,COOKING AND EATING.)

MADE OF RAMMED EARTH.

B)OUTER HOUSE THE FORMAL FUNCTIONS:

FUNCTIONS PERTAINING TO FAMILY AS IT REACTS WITH LARGER COMMUNITY.

ADDING TO SPATIAL ORDER, BENGALI HUT IS ALSO CULTURALLY DEFINED BY SOCIAL CODES, CUSTOMS AND NORMS WHICH ARE OFTEN DEFINED AS ‘THE FEMALE DOMAIN’ AND ‘THE MALE DOMAIN’ WHICH CORRESPOND WITH THE ‘INNER HOUSE’ AND THE ‘OUTER HOUSE’ RESPECTIVELY

BENGALI HOUSE WITH ‘UTHAN’

 • • •

ORGANISATION OF HOUSE

REVIVAL OF CLASSICAL GREECO ROMAN ARCHI-COLUMNS AND ARCHES

OLD HIGH COURT BUIDING-DHAKA

AHSAN MANZIL

LATE 19TH AND 20TH CENTURY: HYBRID MUGHAL AND EUROPEAN STYLE

GREEK MEMORIAL

-CHARACTERISED BY: • LIBERAL USE OF REINFORCED CONCRETE • DOMINATING HORIZONTAL AND VERTICAL LINES • USE OF GEOMETRIC FORMS SUCH AS TRIANGLES,RECTANGLES ,FULL AND SEGMENTAL CIRCLES AND FLAT ARCEHS.

AAT CHALA

DISTINGUISHED BY:

• STRONG REGIONAL ELEMENTS ON MONUMENT. • SURFACE DÉCOR WITH TERRACOTTA ART • OCCASIONAL USE OF INTRICATE STONE CARVING OR GLAZED TILEWORK. • CURVILINEAR CORNICE • MULTI-DOMED ROOF • DOMES GUILDED WITH GOLD

NATIONAL PARLIAMENT HOUSE-DHAKA

BAITULMUKARRAM MOSQUE-DHAKA

COLONIAL RESIDENCE BANGLADESH:

STRUCTURE OF HOUSE

A) THE PLINTH

18TH AND 19TH CENTURY: BUILDINGS WITH SEMIN-OCTAGONAL OR ROUND CORNERS

-AKSHATA .P JAIN -309113

 FORM AND MATERIAL AND TECHNIQUES OF CONSTRUCTION:

-THE ACT OF HOME MAKING IS IN FOLLOWING STEPS:

AAT CHAOMB OF BIBI PARI-DHAKA

D) THE POST-BRITISH PERIOD:

LATER DEVELOPED INTO MASSIVELY PLANNED,INDEPENDENT AND SYSTEMATIC STRUCTURE

- TRADITIONAL ‘BENGALI HOUSE’ IN IT’S BASIC FORM IS CLUSTER OF SMALL ‘SHELTERS’ OF ‘HUTS’ AROUND A CENTRAL YARD CALLED ‘UTHAN’. - USUALLY SINGLE ROOMED,DETATCHED AND LOOSELY SPACED AROUND A CENTRAL COURTYARD.

BARA AND CHOTA KATRA-DHAKA

D) THE BRITISH PERIOD:

-AKSHATA .P JAIN -309113

TRADITIONAL HOUSE FORM IN RURAL BANGLADESH:

DOMINANT CENTRAL DOME TALL AXIAL ENTRANCES TERRACOTTA ART DISCARDED-REPLACED BY REITERATED PLASTER PANELS TYPICAL CORNICE CURVATURE ABANDONEDREPLACED BY STRAIGHT HORIZONTAL PARAPETS. SERIES OF RIVER FORTS SEEN –PROTECT RIVER ROUTES TO DHAKA FROM PORTUGUESE.

EUROPEAN RENAISSANCE STYLESEEN IN CHURCHES AND SECULAR BUILDINGS

ELEVATION: CURVILINEAR SINGULAR HUT-EK BANGLA TWO SIDED ROOFED-JOR BANGLA FOUR SIDED ROOF-CHAR-CHALA EIGHT SIDED ROOF-AAT CHALA TWELVE SIDED ROOF-BARA CHALA

BARA CHALA

SHIKHARA/REKHA:LOFTY CURVILINEAR TOWER COVERING CUBE OF SANCTUM.

MONASTRIES

•

SQUARE BASE WITH FOUR PITCHED ROOF

STUPAS

VIHARAS AND

SQUARE SANCTUM;OFRTEN MORE THAN ONE STOREY

• • •

ELONGATED BASE WITH ONLY TWO SLOPING ROOFS ABOVE

 IMPACT OF RELIGION:

MURSHIDABAD IMAMBARA (NIZAMAT IMAMBARA)

C) THE MUGHAL PERIOD: -CHIEF ELEMENTS:

PLAN

-AKSHATA .P JAIN -309113

REGIONAL STUDY OF BANGLADESH

•

- OTHER INFLUENCING MATERIALS – TIMBER, BAMBOO,CANE AND REED-INFLUENCED EVOLUTION OF DISTINCTIVE CURVATURE OF ROOF AND ITS CORNICE. - TYPICAL ARCHITECTURAL STYLE-FOLK ARCHITECTURE- CURVED ROOF WITH CORNICECARRIED IN SERIES ALONG THE FAÇADE. - THIS WAS DERIVED FROM BAMBOO FRAMEWORK – ADAPTED TO THROW OFF HEAVY MONSOON RAIN.

A)BUDDHIST HINDU PERIOD

 IMPACT OF RELIGION: B) THE MUSLIM PERIOD: -CHARACTERISED BY CABIN-LIKE PROFILE WITH

SLOPING ROOF ,CURVED EAVES AND EXCEPTIONALLY STUNTED PILLARS RICHLY EMBELLISHED WITH TERRACOTTA ART. - BANGLA STYLE:

ENCOURAGED DEVELOPMENT OF TERRACOTTA ART

BRICK MANUFACTURING

“HYBRID STYLE”

PALACE COMPLEX OF NAWAB OF MURSHIDABAD

BAGHA MASJID (RAJSHAHI-1523 A.D)

D E V E L O P M E N T

- THE ARCHTIECTURAL BACKGROUND OF BANGLADESH WAS MAJORLY SHAPED BY CLIMATE, GEOGRAPHY AND CULTURE .

MATERIALS:

-ETHNICALLY HOMOGENOUS -98% BENGALI POPULATION -MUSLIM MAJORITY COUNTRY- ABOUT 90 % -SINIFICANT MINIORITY COMMUNITIESHINDUS AND BUDDHISTS

HEAVY RAINFALL PREVAILS FOR FOUR MONSOON MONTHS ,THAT IS , FROM JUNE TO SEPTEMBER.

IN BANGLADESH TWO SETS OF ACTIVITIES RAN SIMULTANEOUSLY:

THREE DISTINCTIVE FEATURES: BROAD ALLUVIAL PLAIN SUBJECTED TO FREQUENT FLOODING. A SLIGHTHLY ELEVATED OLDER PALIN A SMALL HILL REGION DRAINED BY RIVERS.

RELIGION:

WINTER TEMPERATURE : LOWEST-7°C TO 9°C COLD WEATHER PREVAILS FOUR MONTHS- NOVEMBER TO FEBRUARY

REVIEW OF ARCHITECTURE IN BANGLADESH:

b. c.

BAY OF BENGAL ON SOUTH

SUITABLE FOR AGRICULTURE PRODUCTION OF BRICKS AND TILES

A R C H I T E C T U R A L

C) THE MUGHAL PERIOD:

B) THE WALL

C)THE ROOF

1)MUD WALL: THICK

FRAMED IN BAMBOO IN RECTANGULAR OR SQUARE GRID

2)BAMBOO REED WALL: FORMED IN PANELS



TYPICAL RESIDENCE LAYOUT: A TYPICAL DOUBLE STOREYED RESIDENTIAL BUILDING WOULD HAVE AN AREA OF 275 SQ. M PER FLOOR. THIS PLAN HAS AN ASPECT RATIO OF 1:2.5(WIDTH:LENGTH) WITH OFFSET. MASSIVE EXPOSED BRICK WALLS,ASBESTOS, SHINGLED PITCHED ROOF AND LONG VERANDAHS .

THERMAL PERFORMANCE IN RESIDENTIAL BUILDING DHAKA:

TYPICAL

(EXAMPLE: SHER-E-BANGLA NAGAR ,DHAKA) -DESIGNED BY PROF. LOUIS I. KAHN. -UTILISE NATURAL FORCES TO ACHIEVE MAXIMUM INTERNAL THERMAL COMFORT. -THE CONCEPT OF TRAPPING THE SUN IS UDES WITH A SOLID WALL ON EAST AND WEST. -SUMMER AND WINTER SUN ARE MANIPULATED BY LARGE OPENABLE GLASS DOORS AND WINDOWS ON SOUTH AND NORTH-EFFECTIVE CROSS VENTILATION.

CLIMATIC DESIGN CHARACTERISTICS: • • • • •

POROUSNESS OF STRUCTURE FACILITATES AIR MOVEMENT PROJECTED ROOF OVERHANGS-SUN AND RAIN PROTECTION SHADED MUD WALLS-INHERENT COOLNESS THATCH ROOF- THERMAL CHARACTER COURTYARD: -HEAT RESISTANCE -AMPLE OF NATURAL LIGHT AND FRESH AIR . -AKSHATA .P JAIN -309113

VERNACULAR ARCHITECTURAL FEATURES FOR THERMAL CONTROL -AKSHATA .P JAIN -309113

07. C O M P E T I T I O N (PARTICIPATION CODE: DC_SB0206)

AGAINST THE BACKDROP OF THE WIDESPREAD DAMAGE CAUSED BY THE SUPER CYCLONE ‘AMPHAN’ IN MAY 2020,WE WERE ASSKED TO PROPOSE DESIGN ALTERNATIVES FOR A HOMESTEAD FOR A FAMILY IN THE SUNDARBANS AND RISE TO OCASSION TO CONTRIBUTE TO THE SOCIETY AT LARGE.

+6.00M

SANJIBANI

An Exquisite Experience...

LOCATION: THE SITE IS LOCATED IN LAHIRIPUR, GOSABA, WEST BENGAL.

SWOT ANALYSIS: -NATURALLY AVAILABLE SLOPE WILL BE HELPFUL FOR DRAINAGE. -TREES CAN BE PLANTED TO BLOCK STRONG BLOWING WINDS

THE AVAILABILITY OF NATURAL CONSTRUCTION MATERIALS IN ABUNDANCE -SCARCITY OF FRESH WATER. - SALINITY OF SOIL. - THE AREA IS A MAJOR FLOOD PRONE AREA.

75-80%

SUMMER - 26*C - 40*C WINTER - 17*C - 24*C MONSOON - 24*C - 30*C

BAMBOO SELECTION AND SIZE:

KITCHEN

BEDROOM

THE ADDITION OF COURTYARD WILL ALLOW SMOTH WIND FLOW. BUT AGAIN PRESSURE WILL BE CREATED ON INTERNAL WALLS.

ROOFING:

CONICAL ROOF IS PROVIDED. IT REMAIN STABLE AGAINST STRONG WINDS. THE ROOFING FRAMEWORK CONSISTS OF THICKBAMBOO RAFTERS AND SPLIT BAMBOO FOR COVERING. PITCH - 30 DEGREES OVERHANG - 500MM

BAMBOO TREATMENT:

BUNDS ARE PROVIDED TO PREVENT SOIL EROSION. THE WATER COLLECTED ON THE SITE WOULD BE DIRECTED INTO THE POND THROUGH TRENCHES WITH THE HELP OF GRAVITY. THATCH ROOF

THE PROCESS OF SPLITTING OF BAMBOO

- TREATED BAMBOO HAS BEEN USED AS UNTREATED BAMBOO IS EASILY PRONE TO FUNGI AND INSECT ATTACK. - THE TREATMENT INCREASES THE LIFE OF BAMBOO AND INCREASES IT’S LIFE EXPECTANCY TO ABOUT 50 YEARS WITHOUT LOSING IT’S STRUCTURAL PROPERTIES. - BAMBOO IS CHEMICALLY TREATED TO CONFIRM IS 9096:2006, WHICH MAKES IT EFFECTIVE AGAINST BORERS, TERMITES AND FUNGI AND ALSO MAKES IT RESISTANT TO FIRE.

RAIN WATER HARVESTING :

THE GUTTERS WHICH ARE PROVIDED ON THE ROOF, CARRY THE RAIN WATER TOWARDS THE FILTRATION TANK. WATER GETS FILTERED THROUGH THE FILTRATION TANK BY TOP SOIL FILTRATION METHOD AND MOVES TOWARDS THE STORAGE TANK. CONSIDERING THE WATER REQUIREMENTS IN THE PERIOD OF CRISIS, THE TANK IS DESIGNED TO CATER THE WATER NEED FOR ATLEAST 15 DAYS. CAPACITY OF THE TANK IS KEPT - 15,000 LTR. THE TANK IS CONSTRUCTED IN RCC.

STORE

+6.9M

VERANDAH

CATTLE SHED ATTIC LEVEL FLOOR:

B +7.2M SITTING IN VERANDAH

DIFFERENT ACTIVITIES PERFORMED IN COURTYARD

SITE PLAN SCALE 1:150

THE RECTANGULAR FORM BLOCKS THE WIND AND HENCE WIL CREATE PRESSURE ON ONE WALL.

- BAMBOO WITH ATLEAST 3 YEARS OF MATURITY IS USED IN CONSTRUCTION. - BAMBOO WITH MINIMUM 70-100 MM DIAMETER AT THIN END IS USED IN COLUMNS AND ROOFING. - DISTANCE BETWEEN NODES (INTER (INTERNODES LENGTH)DOES NOT EXCEED 300-600 MM.

INTERIOR AND FURNITURE: ALL THE INTERIORS AND FURNITURE CONSTRUCTION IS DONE IN MUD AND BAMBOO

FORM DEVELOPMENT:

OCTOBER - MARCH : NORTH EASTERLIES MARCH - SEPTEMBER : WESTERLIES THE ELEVATION OF THE LAND IS 6M ABOVE SEA LEVEL. DUE TO THE RIVERS, THERE IS DEPOSITION OF SILT AND CLAY, HENCE CLAYLEY AND SALINE SOIL IS FOUND. THE LAND IS SLOPING GENTLY TOWARDS EAST.

LIVING ROOM

THE UNIQUE VERNACULAR SETTLEMENTS OF SUNDARBANS ARE AFFECTED BY A PARTICULAR TYPE OF RELIGION, CULTURE, SOCIAL VALUE, AND AVAILABILITY OF BUILDING MATERIALS IN LOCAL AREA WHICH HAVE EVOLVED OVER GENERATIONS WITH THE AVAILABLE RESOURCES, CLIMATIC CONDITIONS AND LOCAL CRAFTSMANSHIP.

ROOFING AND ESTIMATE

MATERIALS AND CONSTRUCTION DETAILS

+6.6M

> 500MM EVERY YEAR HEAVY RAINFALL IS EXPERIENCED

A. ENTRANCE B. WORKSPACE, STORE, SHOP C. RESIDENTIAL BLOCK D. COURTYARD E. CATTLE SHED F. UNDERGROUND SEPTICE TANK G. FILTRATION TANK H. UNDERGROUND RAIN-WATER HARVESTING TANK I. BUNDS J. TRENCHES K. POND L. VEGETABLE GARDEN

- EXCESSIVE HUMIDITY CAN REDUCE LIFESPAN OF THE STRUCTURE. - HEAVY RAINFALL CAN LEAD TO ADVERSE SITUATIONS. - TIDE PRONE ZONE

LOCAL ARCHITECTURE :

CLIMATE:

+6.3M

LEGEND:

PILES ARE CONSTRUCTED USING CONCRETE WITH BAMBOO REINFORCEMENT. BAMBOO COMPACTS SOFT SOIL INCREASING IT’S BEARING CAPACITY. THE USE OF SPLIT BAMBOO INSTEAD OF WHOLE BAMBOO FOR REINFORCEMENT MAKES THE BOND BETWEEN CONCRETE AND BAMBOO STRONGER. TAR OR CREOSITE TREATMENT IS PROVIDED AT THE BOTTOM. DISTANCE BETWEEN EACH PILE IS UPTO 3M.

WALLS ARE CONSTRUCTED USING LOCALLY AVAILBLE MATERIALS i.e. BAMBOO AND MUD. SPLIT BAMBOO MEMBERS ARE VERTICALLY ALIGNED AND THEN PLASTERED WITH MUD. THE INTERLOCKING OF SPLIT BAMBOO HELPS TO CREATE A STRONG BOND BETWEEN BAMBOO AND MUD PLASTER. THIS FRAMEWORK ENSURES SAFETY AND RESISTANCE AGAINST HIGH WIND.

ATTIC IS PROVIDED FOR USE DURING FLOODS. THE ATTIC HEIGHT AT THE EAVE LEVEL IS 1.5M AND THE CLERESTORY HEIGHT BELOW IS 2.4M. DURING THE MONSOON PERIOD, A HUGE AMOUNT OF PADDY, WHEAT, BEANS ETC. CAN BE STORED, HENCE, ATTIC ACTS AS A HUGE STORAGE PLACE WHICH WILL HELP IT TO PREVENT IT COME IN CONTACT WITH RAIN WATER.

PRELIMINARY ESTIMATE: SEPTIC TANK:

A SEPTIC TANK IS PROVIDED FOR THE WASTEWATER TREATMENTTHRIUGH THE PROCESS OF SEDIMENTATION i.e. BIOLOGICAL DECOMPOSITION AND DRAINAGE. DIMENSIONS - 2M x 0.9M x 1.5M

ADDITION OF STILTS WILL ALLOW WIND TO PASS AND AVOID UPLIFITNG OF STRUCTURE. ALSO PROVIDE FLOOD PROTECTION.

CONCEPT:

THE WHOLE DEISGN REVOLVES AROUND COURTYARD AND INTROVERT PLANING. SANJIBANI MEANS BOON OF NEW LIFE AND SO IS THE PROJECT.

HENCE MAKING THE STRUCTURE CIRCULAR WILL HELP TO TACKLE WIND PRESSURE .

CHAMFERING OF CORNERS WILL REDUCE THE PRESSURE COMING ON WALLS.

RESIDENTIAL BLOCK PLAN AND SECTION G

E B

SCALE 1:50

ALL DIMENSIONS ARE IN METRE.

LEGEND A. VERANDAH (4 SQM) B. LIVING/ SLEEPING (14 SQM) C. KITCHEN (7.5 SQM) D. GRANARY (2 SQM) E. BEDROOM (11 SQM) F. WC (2 SQM) G. BATHROOM (2 SQM) H. UTILITY (0.8 SQM)

B D A

WORKSPACE PLAN AND SECTION

LEGEND A. VERANDAH B. WORKSPACE C. RAMP D. SHOP WINDOW

DESIGN ADAPTABILITY: - DURING THE CRISIS THE CATLE COULD BE SHIFTED IN THE WORKSPACE BLOCK WITH THE MEANS OF RAMP PROVIDED. - THE DESIGN IS FLEXIBLE ENOUGH TO ADAPT TO DIFFERENT ORIENTATIONS, PLOT SIZES AND PLOT CONFIGURATIONS DUE TO IT’S COMPLEX PLANNING AND FORM. ONLY THE STILT LEVEL SHOULD BE VARIED ACCORDING TO THE HIGH TIDE LEVEL IN PARTICULAR REGION.

ADDITIONAL 20% COST TO BE CONSIDERED FOR MISCELLANEOUS.

NOTE- ALL THE RATES HAVE BEEN REFERRED FROM SCHEDULE OF RATES (VOL. 1), BUILDING WORKS PWD GOVT. OF WEST BENGAL.

M I S C E L L A N E O U S

M O D E L M A K I N G

C A R P E N T R Y

P H O T O G R A P H Y

W A L L P A I N T I N G

B R I C K A R C H WORKSHOP

THANK YOU!

AKSHATA P. JAIN +91-7058511076 akshatajain0706@gmail.com