Aakash Bhanushali Architecture Portfolio

ARCHITECTURE PORTFOLIO

Aakash Bhanushali Selected Works 2015-20

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This Portfolio is the property of the author and it will be never copied, produced, printed , loaned or exhibited, nor used in any way without a written consent given by the author to the owner. c Copyright 2020, Aakash Bhanushali, aakashbhanushali@gmail.com

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Table of Contents C u r r i c u l u m V i t a e (C V) Design & Development 01 Flyovers - Architecture of an Underbelly sem 10

02 The Nature Park sem 6

Construction & Detail

6-23 8 20 24-29

01 Bandra Public Library sem 6

26

02 High Rise Tower sem 7

28

Research & Analysi s 01 Of Land or Water ? sem 9

Professional Works 01 Porwal Bhawan sem 8

02 JSW Office sem 8

03 TATA Housing - Clubhouse sem 8

04 Rajat Housing - Clubhouse sem 8

4

5

Projects & Explora tions

30-41 32 42-49 44 45 46 48 50-53

Curriculum Vitae (CV) Aakash Bhavna Bharat Bhanushali D.O.B:

23rd AUG 1997

Address:

B/1003 Aaradhya Tower, PipeLine Rd, Ghatkopar (E), Mumbai- 400077.

Contact:

aakashbhanushali@gmail.com +91-887 942 4858

Objective : Aspiring to seek a position as a Junior Architect

Education & Training

Skills

2015-2020 : School Of Enviornment and Architecture (SEA) l Bachelor Of Architecture l Mumbai University l

Autodesk :

AutoCAD I Revit (Basic)

Google :

Sketchup & Plug-ins (Enscape - Basic)

Rhino :

Rinoceros & Plug-ins (Grasshopper - Basic)

Adobe :

Photoshop I In-design CC I Illustrator (Basic) I Premier Pro

Microsoft : Office

Word I Powerpoint I Excel I

2018-2019 : Edifice Consultants Pvt. Ltd. Architectural Internship I Govandi (E) I 2013-2015 : S.K. Somaiya Vinaymandir l Grade 11 & 12 l Mumbai University l 2000-2013 : Fatima High School l Grade 1 - 10 l Mumbai University l

Voluntary Service & Aid Jul 2020 :

Graphic Designer for a food product brand.

May 2017 : Junior Intern at IntiKrafts Interiors.

Oct 2015 : Free-lancing in Interiors of Mr. Bhanushali’s Residence.

Technical Skills : Free-Hand Drawing I Architectural Drafting I Physical Model Making I Measure Drawing I Basic Carpentry & Masonry I Hands-on Skills I Organisational Skills I Lumion & V-Ray:

(Basic Rendering)

Languages Designing I English l Hindi l Marathi l Gujarati l Kutchi l

Other Interests Films l Biking l Trekking l Photography l Travelling l 5

6

Design & Development

7

F l y o v e r s : Architecture of an Underbelly

8

Mentors- Prasad Shetty & Sabaa Giradkar

9

Site & Info. -

Thesis Argument Over time cities have consolidated their neighborhoods and hence, when a new infrastructure is built to respond the requiring city conditions, they tend to not coordinate with the neighboring context. These infrastructures are designed to function for a singular purpose which often fails to identify the multiple spatialities, the form and the characteristics of an infrastructure can offer. Due to this, the infrastructure and the space it occupies remains dead and disruptive to the neighborhood. The designs of the infrastructures fail to connect with the neighborhood which dehumanizes the space they occupy and the landscape of that space becomes grey.

What would be the Architecture of such an Under-space ?

Dead & under-utilized spaces

10

Attempts of Appropriation

11

Architectural Concept -

The ambition of this project is to develop ways to inhabit the underbelly area of a flyover such that it becomes an extension to the neighbourhood. In this case, the intervention is expected to create a spatial structure that enables inhabitation of the underbelly as well as fuse these respective functions :• Workspaces in the form of retail, shops, garages.

• Living Spaces in the form of Dormitory for the homeless.

• Leisure spaces in the form of play-area & eateries.

The project strategizes the 3m x 3m framework modules which holds 3 surfaces namely a Plinth (raises the site), a Floor (inhabits various functions) and a Roof which gets connected by a structural lattice where there are series of flexible walling devices that allow furniture possibilities 12

Architectural Stratergy -

13

Master Plan -

Workspaces & Courtyards

14

Leisure & Recreational spaces

Workspaces & Courtyards

Dormitory & Living spaces

15

Retail & Working Spaces Section -

Eareries & Liesure Spaces Section -

16

Plinth, Terrace & Roof External Wall Detail -

17

Architectural Details -

18

Views -

19

The Nature Park Kolkata locates itself within the delta of the Ganges (or Concept Ganga) where the river splits into myriad tributaries through the fertile plains and later it merges with the Bay of Bengal. It has a distinct ecology and landscape related to the usage & drainage of water in the city.

The Mudiali Nature Park at Taratala has a constructed eco-system dealing with water, plantation, fishing & animal husbandry which serves the domestic purposes of the community.

The crisp perspective of the interventions • What is the larger social and environmental systematic shifts, these interventions bring to the site?

• How do the spatial structure material articulation & tectonics engage itself with the native water systems?

• What is the kind of responsive architecture is produced in conjunction with the main concern of the site & the urban landscape?

The design addresses the conflict of the ownership & future existence of this landscape by introducing a social, cultural & economical working system for the co-operative and other state bodies. The site interventions create employment, awareness & public participation which totally contributes to the urban fabric. The existing site is modulated by getting the water channel into the site & through further filtration methods the water is provided to park & city. All the interventions revolve around the new water channel and merges the emerging necessities & existing requirements which collectively engages with the city and enhances the significance of ‘The Park’.

Conceptual Model -

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Zoning -

A 3D massing attempt to understand the form, configuration and spatiality of the design.

Mentors- Faizan Khatri & Dipti Bhaindarkar

Schematic Form Development -

Master Plan -

The main intervention zone on the site has a large learning centre for the visitors and occupants of the site. At one side it opens up to a small & shaded amphitheatre and on the other side it has a balcony which connects to the cental watch tower. This zone has workshops and production units which engages with the local builform and plantations of the site such as bamboo workshops, coconut workshops & agricultural produce units. Through the filteration gate the adultrated water gets filtered and is stored at this centre and used for rest of the nature park.

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The sensitive zone on the site involves bamboo, coconut and other small flower & tree plantations which are used for the nature park and excess is stored & sold out. Fishing decks and fishing yeild units built at an wider & sloping edge which adds up in the economic surplus of the park.

There are decks as leisure/private spaces for the visitors.

The other side of the intervention zone has a canteen for the park occupants & visitors which will employ the cooperative people. Besides the canteen & seating spaces there is creche & daycare centre for the kids occupying the park. This spaces coherently becomes a gathering space for the visitors.

The Logistical zone comprises of an admin department. The Design has restrooms and guest houses for tourists & researchers.

At the entry, there is a ticketing office & waiting area with a large viewing deck which gives a pan view of the site from a height. On bith sides there are small shops of artisans & traders which sell the yields of the nature park.

Cross Section -

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Model & Views -

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24

Construction & Detail

25

Bandra Public Library

-

A'

-

A

B

D

C

F

E

H

G

I

L

K

J

N

M

-

RAMP UP

STORM WATER DRAIN

-

300mm WIDE

5581

-

14

914 1345

12

3500

13

13

W5

W5

800 800 800 800 800 800 800

W2

W3

12 SECOND FLOOR PROJECTION

D1

5059

D3

+1.5 m

W2

2

D1

KITCHEN 8.5m X 4m

ENTRY

WC 2m X 1.5m

SEATING 30sqm

1

ENTRANCE LOBBY

+1.5 m

(DOUBLE HEIGHT)

UP

+1.2 m

+1.5 m

3

8 5

2289

6

5

3

2

4000

SERVICE LIFT

8

1

10

RAMP UP

1399

R

11

4

COUNTER

7

10

7

SD 1

6

SR.

D3

4

11

9

EXIT

RAMP DN

SLOPE 1:10

14

-

15

3500

15

O

+1.2 m

9

SLOPE 1:12

UP

RD 1

9

CIRCULATION AREA +1.2 m

4155

+1.8 m

A

LIFT 2 24

B

DN

GROUND 0m

AMPHITHEATRE &SEATING 13m X 2m

22

21 20

LIFT 1

19

+1.2 m

7

18 17 16

3865

15

1000

5700

1500

+3.6 m

14

RECEPTION & WAITING LOBBY 13.5m X 10m

13

12

W1

10

9

7

6

5

UP

4

3

2

+1.8 m

1

4334

2600

+1.8 m

DN

900 1.2 m

30

SD 2

FD 1

5

UP

LANDSCAPE 13.5m X 5m +1.65 m

1

4

2

4

DN

5 6

1 2

7

12

9

4

10

5

11

6

12

2300

831

PU AT

3

8

W3

RAMP UP

3

7 8

2000 +3.6 m

9

2

10 11

AA

1716

GROUND 0m

SECOND FLOOR PROJECTION

1

3000

11142

1335 1014 B

C

D

1957

2538 E

1547 F

2080

1173 G

H

A

26

FOURTH FLOOR PROJECTION

3

W3

A

B

3000

1

D2

00

3244

DN

+1.8 m

D3

300

4

2

6

SD 2

D1

1200

300

2796

7 5 6 34 1 2

D1

1200

D2

8

D

+1.8 m 8

SLOPE 1:12

5

B'

SECOND FLOOR PROJECTION

+- 0 m

(DOUBLE HEIGHT)

11

6

3

GROUND

SEA SIDE

7

8

23

1193

8

953 I

5944 J

5705 K

1133 1020 L

M

N

1

MAIN ENTRANCE

RO THI 201

SC AN

SUGGESTED, EXAM THE STRUCTURAL VERIFY FIELD CON WITH THE PROJEC PROCEEDING WITH WORK WITHIN THE SPECIFIED IN THE COMPLY WITH ALL CODES, REGULAT REQUIREMENTS. OCCUPANTS ON T PROJECT AREA SH UNINTERRUPTED/U DURING THE CONS

-

-

A

B

F

E

G

K

I

N

M

O

ROOF LEVEL

SR.NO. DATE RE

20.4 m

3600

2100

3200

4200

D1

FOURTH FLOOR

+16.2 m

2100

3600

D4

W2

ISSUED BY

+12.6 m

D4

W2

2100

3600

KE

W2

+9 m

15

AMPHITHEATRE

25mm SCREED FOR SLOPE 1:100

A

14

14 BASEMENT

13

13

12

PAINT 3mm

12

750

DRAINAGE ( THROUGH PUDDLE FLANGE )

-

+1.8 m GROUTING

GROUND FLOOR

NON-USEABLE ROOF G. L.

+- 0 m

STORM WATER PIPE 150mm

EXTERNAL PLASTER 18MM

INTERNAL PLASTER 12MM

B

GENERAL N

ALL DIMENSIONS ARE IN MIL OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIO FOLLOWED. DRAWINGS TO BE SEEN WIT OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1 COARSE AGGREGATE).

ALL LEVELS SPECIFIED IN M ALL DECISIONS REINFORCE NEED TO BE TAKEN BY STR DO NOT SCALE THE DRAWIN STAM ALL DISCREPANCIES SHALL NOTICE TO THE ARCHITECT COMMENCEMENT OF ANY W RICHER CONCRETE MIX TO FOUNDATION AND M:30 MIX THE SUPER STRUCTURE, AL SUGGESTED, EXAMINED AN THE STRUCTURAL ENGINEE VERIFY FIELD CONDITIONS WITH THE PROJECT DOCUM PROCEEDING WITH THE WO WORK WITHIN THE FIELD BO SPECIFIED IN THE PROJECT COMPLY WITH ALL THE APP CODES, REGULATIONS AND REQUIREMENTS. OCCUPANTS ON THE ADJAC PROJECT AREA SHALL CON UNINTERRUPTED/UNDISTUR DURING THE CONSTRUCTIO

-

STONE COPING

3000

4800

SLOPE 1:10

-4 m

-

BRICK-BAT COBA 200mm

600

+1.2 m

+5.4 m

FIRST FLOOR

3750

2100

15

SEA SIDE

2100

W6

3600

SECOND FLOOR

3000

6200

THIRD FLOOR

D1

-

-

PUBLIC LIBR AT BANDRA

-

AAKASH BH

3.8m X 1.6m

ROLL NO | A15 - 02 THIRD YEAR B.AR 2017 - 2018

STONE COPING NON-USEABLE ROOF GROUTING

IPS FLOORING 25mm

GENERAL NOTES -

B

-

25mm SCREED FOR SLOPE 1:100

-

STORM WATER PIPE 150mm

-

C' -

EXTERNAL PLASTER 18MM

RCC SLAB 150mm

PAINT 3mm

RCC BEAM 1000mm DEEP L ANGLE WELDING INSULATION

BOLTED CHANNEL RUBBER INSULATION

-

G. L. DOUBLE LAYER CAVITYCGLASS 10MM EACH

K

I

G

N

W5

BRICK-BAT COBA TILING 20mm

W3

WC 2m X 1.5m

D3

O

DETAIL A @ 1:10

BASEMENT FLOOR PLAN @ 1:50

GROUND FLOOR PLAN @ 1:50

+- 0 m

M

SCHOOL OF E AND ARCHITEC NORTH

SR.NO. DATE REVISION

DADO WALL

DRAWING ISSUED BY

SEC

WD - S

KEY PLAN

SCREED 25mm WATERPROOFING 25mm

SUNKEN SLAB 200mm

B

A

DRIP MOULD

-

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN 14 WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND : COARSE AGGREGATE).

ALL LEVELS SPECIFIED IN METERS. ALL DECISIONS REINFORCEMENT CALCULATIONS NEED TO BE TAKEN 13

BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT 12 BEFORE THE COMMENCEMENT OF ANY WORK. RICHER CONCRETE MIX TO BE USED FOR THE FOUNDATION AND M:30 MIX TO BE USED FOR THE SUPER STRUCTURE, ALL MIXES SHALL BE SUGGESTED, EXAMINED AND APPROVED BY THE STRUCTURAL ENGINEER. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. WORK WITHIN THE FIELD BOUNDARIES AS SPECIFIED IN THE PROJECT DOCUMENT AND COMPLY WITH ALL THE APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCE REQUIREMENTS. OCCUPANTS ON THE ADJACENCIES TO THE PROJECT AREA SHALL CONTINUE UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

F

A'

WATERBRICK-BAT COBA 200mm PROOFING LAYER 25mm

E

SEA SIDE

B

A

14

DETAIL A @ 1:10 D

DETAIL B @ 1:10

13 SR.NO. DATE REVISION DESCRIPTION

12

W5

W3

W3

W3

STAMP & SI

27

High Rise Tower High Rise project complies of set of Approval Drawings and the brief understanding on how all the agencies in an multi-storied building with multilpe programs on each floor are carried out. The design involved the incorporation of theatre and library as public spaces along with offices in the same building and how to overall deal with the complex structures its HVAC systems, Circulation systems and the By-laws perating to the new Mumbai DCR as well as NBC. Floor Plans A

B

C

D

E

G

F

H

I

SEMI OPEN THEATRE 14600mm X 12000mm +14435mm X 12000mm

1

J

K

L

M

O

N

P

1

OPEN SPACE FOR THEATRE OUTDOOR CAFE SEATING 14550mm X 6500mm

D3

D3

D3 2

D4

D4

UP

D1

DW

D4

D4

2

D4

D4

D4

D4

CAFETERIA KITCHEN 6815mm X 5620mm

3 D4

3

D4

D1

4

4 RECEPTION LOBBY &WAITING AREA 13920mm X 12570mm

CAFETERIA 6800mm X 6700mm +7200mm X 12300mm

D2 D2

D2

D2

D2

D2

D2

PASSAGE 1.9 M WIDE

D2

D2

PASSAGE 1.9 M WIDE 5

5

D7

PASSAGE 3.9 M WIDE

D7 D3

6

D1

D3

D2

6 7

7

D6

D6

D1 8

8

RECEPTION LOBBY &WAITING AREA 14000mm X 12000mm +3257mm X 4690mm +6987mm X 2521mm

9

9

10

10

11

11

12

12 D6

D6

A

B

D

C

E

F

G

H

I

J

K

L

N

M

P

O

b6

b9

b8 b5

CE

SS

RO

AD

b7

M

W

ID E AC

1

11

AD

SS RO

10M d2

WIDE

ACCE

d2

2

28

3 R.G sq. m 310 d1

d1

b4

ING ILD L BU ORS ERCIA 18 FLO m + MM CO ND 35 sq.

GROU 13

b10

A

AD

SS RO

WIDE

ACCE

Credits- Vinisha Kukian, Pooja Temkar

Mentors- Shreyank Khemlapure, Komal Gopwani, Chaitanya Mehta

Sections -

WINDOW SCHEDULE NAME

ELEVATION

DESCRIPTION

W1

2000 x 1625

DOOR SCHEDULE NAME DESCRIPTION

ELEVATION

FIRE RESISTANT DOOR

D1 1800 x 2100

TEAK WOOD FLUSH DOOR

D2 1200x 2100

TEAK WOOD PANELLED DOOR

D3 2000 x 2100

TEAK WOOD FLUSH DOOR

D4 800 x 2100

TEAK WOOD PANELLED DOOR

D5 1050x 2100

ROTATING DOOR WITH SWING DOOR

D6 4050 x 2100

TEAK WOOD PANELLED DOOR

D7 1500 x 2100

HVAC Circulation -

6

29

30

Research & Analysis

31

Of LAND or WATER ?

32

Credits- A15 Batch of SEA, UDRI

Mentors- Abhijit Ekbote, Ravindra Punde, Komal Gopwani, Vastavikta Bhagat

Mumbai city which is ‘reclaimed’ and transformed this landscape along its generous coastline where rivers are concentrated in the region defined by what used to be Salsette Island and the foothills led to vast floodplains and estuaries feeding into the creeks, before joining the Arabian Sea. Recent decades have witnessed extreme pressure on the land for urbanization, including for housing, industries and infrastructure projects. This modification of the ‘nadi’ by reducing it into a hard-edged, concrete ‘nallah’ has tampered the ecosystem This study situated itself in and around ‘R-ward’ to begin with, as the peripheries of this swatch contain the foothills of the Sanjay Gandhi National Park on one side and the Manori creek on the other. Using Geographic Information System (GIS) software generated maps to attribute contours, built form, infrastructure, soil type etc and the identifying major ‘ridges’ and ‘valleys’ formed by the terrain which makes watershed systems. Through landscape mapping, field findings & urbanism method, a speculation of the flooding and sea level rise issue for this city was made till the year 2050.

Topographic Boundaries -

33

Flooding and the City The inquiry into flooding in R-ward began with manually understanding the on-site natural and man made conditions of flooding in the area and documenting flooding in relation to humancentric measurements of ‘ankle, calf, knee, waist and shoulder’ level with respect to the duration of rainfall and tidal actions & changes in main sea level.

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Existing Storm Water Infrastructure -

Stakeholders Interactions and Inferences -

Projected Flooding Crisis -

The Studio approches short-term(2020-21), mid-term(2034-35) & long-term(2050) design stratergies for the Open Spaces, Builtforms & Infrastructure thus, the suggested policy changes collectively helps building a resilient city.

35

Open Spaces Short - Term (2021) -

Mid - Term (2034) -

Mid - Term (2034) -

36

Long - Term (2050) -

OPEN SPACES CONNECTIVITY PLAN 2051 1:250

SCALE - 1:6000

L

E

G

E

OPEN ZONE 2 1:250

N

D

SPACES

CONNECTIONS S T R E A M

1:250

B A S E

D A T A

C R E D I T S - U D R I

37

Infrastructure Short - Term (2021) -

LINK ROAD

S.V. ROAD

W.E.H.

RAILWAY LINE

RIVER FLOODED ROADS GREEN SPACES BEING USED GREEN SPACES NOT BEING USED MICRO WATERSHED 250 mm RAINFALL 500 mm RAINFALL 900 mm RAINFALL ROADS SELECTION BOX RAILWAY LINE FLOW TOWARDS PIT

RETENTION TANK CONNECTING WITH OPEN SPACES

38

Mid - Term (2034) -

Long - Term (2050) RG CONNECTING TO THE GREENWAY

RECREATIONAL GROUND GREENWAY STORM WATER DRAINS

GEO - MATS PERFORATED SOIL SAND GRAVEL

GREENWAYS + PLATFORMS

DRAIN PIPE

S.W SEWER PIPES

RECREATIONAL GROUND CONNECTING TO GREEN WAY

EXIST OVERFLOW INTO THE GREENWAYS OPEN SPACES EXISTING WATER COURSE

PROPOSED ROADS

RIDGE

GREENWAYS

EXIS STORM WATER DRAINS

GREENWAYS + PLATFORMS

RIDGE

EXAG

RIDGE

EXIS

RIDGE

GEO - MATS PERFORATED SOIL SAND GRAVEL

EXAG S.W SEWER PIPES DRAIN PIPE

OPEN SPACES CONNECTING TO GREEN WAY

PROPOSED EDGE CO

39

Built-form -

Mid - Term (2034) -

Short - Term (2021) -

S R A Reforms -

40

Long - Term (2050) -

Soft Infrastructure -

41

42

Professional Work

43

Porwal Bhawan Floor Plans -

2100 [6'-11"]

The Project explores a Community orriented design in small floor area and symbolises its significance in the city-scape.

LIFT

DOUBLE HEIGHT LOBBY

LIFT

2000 [6'-7"]

2000 UP[6'-7"]

2500 [8'-2"]

300 [1']

DN

2100 [6'-11"]

19210 [63']

2500 [8'-2"] RAMP UP

26750 [87'-9"]

Porwal Bhawan Jain Foundation, Byculla is a community building to be designed for a jain community having various social healthcare religious education and leisure programs which functions in a single tower.

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

DROP OFF

Conceptual Form CAR LIFT

ENTRY

EXIT

ROAD

N

19210 [63']

GROUND FLOOR LOBBY

PORWAL BHAVAN

550 [1'-10"]

2000 [6'-7"]

UNISEX TOILET

2000 [6'-7"]

4550 [14'-11"]

LIFT

1800 [5'-11"]

LIFT

3350 [11']

26750 [87'-9"]

2100 [6'-11"]

2500 [8'-2"]

UP

EDIFICE CONSULTANTS PVT. LTD 3RD FLOOR, SRIRAMS ARCADE, OPP. GOVANDI POST OFFICE, GOVANDI (E), MUMBAI - 400 088. TEL: + 91 22 6703 1122. FAx: + 91 22 6703 1133

UNISEX TOILET

2500 [8'-2"]

2100 [6'-11"]

1550 [5'-1"]

1650 [5'-5"]

2300 [7'-7"]

FIRE SHAFT

950 [3'-1"]

1200 [3'-11"]

1200 [3'-11"]

300 [1']

600 [2']

PLUMB ELE SHAFT SHAFT

1250 [4'-1"]

2000 [6'-7"]

1500 [4'-11"]

EQUIPT / STORE ROOM

STAGE

EQUIPT / STORE ROOM

AUDITORIUM HALL

6000

ROAD

44 N

JSW Office

Credits- Sanjay Nayak & Edifice Team

This project is a design project of an administrative office building for the J S W Business Group where the design requirements were of a commercial office with a housing for the workers & staff members.

The following is goods for construction drawings for typical toilet and pantry slab layout with construction details which are specific. The drawing highlights the construction, materiality, scale, fixtures supported in toilet/ pantry interiors as well as exteriors.

EXTERIOR GLAZING

ALIGN WITH REF. TO DOOR FRAME

B I4001c

BRICK WORK WITH SINGLE COAT OF PLASTER

R

GRANITE TRIM

The project also includes site inspections with the GFC drawings of:

R

R

R.C.C LINTEL

R

GYPSUM BOXING

FIXED WINDOW ON PATCH FITTING

2400

2400

2600

URINALS AS PER DETAILS

EXTERIOR GLAZING

2600

Walling Layout Plan Typical Layout Plan Flooring Layout Plan Typical Sections

2600

MODULAR FALSE CEILING

M.R. GRADE GYPSUM CEILING

STORAGE

75

320

420

320

20mm LIMESTONE FLOORING (TYPE-1)

B I4001c

800

1220

300

GRANITE COUNTER

TOUGHENED GLASS URINAL PARTITION WITH PRIVACY FILM

BRICKWALL BUND

100

• • • •

R

GYPSUM BOND FALSE CEILING

75mm GRANITE SKIRTING AS PER SPECS

01.

NOTES

SECTION A

03.

1:25

SECTION C 1:25

A I4001b

B I4001b

100

1. ALL DIMENSIONS ARE IN MM. 2. ALL LEVELS INDICATED ARE IN METERS. 3. DIMENSIONS / LEVELS INDICATED ARE STRUCTURAL UNLESS OTHERWISE SPECIFIED. (DIMENSIONS ARE UNFINISHED TO UNFINISHED) 4. THIS DRAWING, UNLESS OTHERWISE MENTIONED, TO BE PLOTTED TO STANDARD A2 PAPER SIZE. 5. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DO NOT SCALE THE DRAWING. 6. DIMENSIONS / LEVELS SHOWN TO BE VERIFIED AT SITE BEFORE COMMENCEMENT OF WORK, ANY DISCREPANCIES IF NOTED,BETWEEN ARCHITECTURAL & STRUCTURAL DRAWINGS SHOULD BE BROUGHT TO THE NOTICE OF ARCHITECT PRIOR TO COMMENCEMENT TO WORK. 7. RELEVANT SERVICES DRAWINGS ARE TO BE READ SIMULTANEOUSLY AND PROVISION OF CUTOUTS / SLEEVES TO BE PROVIDED AS REQUIRED. 8. ALL MATERIALS / FINISHES TO BE AS SPECIFIED AND APPROVED BY THE CONSULTANTS. 9. ALL INTERNAL WALLS ARE 150 MM THICK UNLESS SPECIFIED. 10. ALL EXTERNAL WALLS, HUB, AHU, ELECTRICAL, TRANSFORMER ROOM, SHAFTS, FIRE ESCAPE STAIRCASE TO BE 200 MM THK UNLESS SPECIFIED..

11. ABBREVIATIONS FFL: FLOOR FINISH LEVEL TOS: TOP OF STRUCTURAL SLAB BOS:BOTTOM OF STRUCTURAL SLAB

LEGEND 200 MM THK BLOCK WORK (INTERIOR VENDOR SCOPE) 230 MM THK BRICK WALL

W2

RCC STRUCTURE ALIGN

SH-1

ALIGN

3635 (CHK DIM)

TILE DROP

FINISHED LINE 2015 (CHK DIM)

FLOOR NAHNI TRAP

FINISHED LINE 2200 (CHK DIM)

GRANITE TRIM

START TILE REFERENCE

2200

C I4001b

TOILET ACCESSORIES RAW POWER POINT FOR HAND DRYER @1200 FROM FFL (AS PER TILE JOINT)

SD2

ALIGN

ALIGN

ALIGN

S

PANTRY

D I4001b

ALIGN

TISSUE PAPER DISPENSER (AS PER TILE JOINT)

D

HAND DRYER (AS PER TILE JOINT)

DO 1570 (CHK DIM)

2235 (CHK DIM)

1345

LIGHTING SWITCHES

T

ALIGN WITH REF. TO DOOR FRAME

EXTERIOR DE-ODORISER (AS PER TILE JOINT BELOW FALSE GLAZING

EQ

TOILET PAPER HOLDER 1570

1740

GENTS

SOAP DISPENSER

R

EQ

GYPSUM BOXING

2600

ALIGN

R

300 X 600MM VITRIFIED/ CERAMIC TILES DADO WITH 3MM SPACER WITH LATICRETE EPOXY GROUT

2600

1370 (CHK DIM)

ID-1

EQ

2600

3140 (CHK DIM)

ID-1

R

EXTERIOR GLAZING

300 X 600 VITRIFIED/ CERAMIC TILE DADO WITH 3MM WIDE SPACER JOINTS WITH LATICRETE EPOXY GROUT.

LADIES

1200 (CHK DIM)

ID-1

1200 (FIN)

EQ

ALIGN

MODULAR FALSE CEILING

ID-2 700

B I4001c

GYPSUM BOND FALSE CEILING

CEILING)

RAW POWER POINT @200MM FROM FFL(ALIGN WITH TILE JOINT AT RESPECTIVE LOCATIONS*)

ALIGN

10

RAW POWER POINT FOR EQUIPMENTS @1200FROM FFL (ALIGN WITH TILE JOINT AT RESPECTIVE LOCATIONS*)

ALIGN

GRANITE COUNTER

GRANITE COUNTER

525

FD-1

FIRE EXIT

1052

FD-3

SH-6

ALIGN

N.G

SANJAY.N

FOR EXECUTION

BRICKWALL BUND

100

FD-2

16-Aug-18

75

1815

ALIGN

300 X 600 DATE REV. DESCRIPTION OF VITRIFIED/ DRAWN CHECKED NO. BY BY THE REVISIONS CERAMIC REVISIONS TILE New administrative office building for JSW atFLOORING Vasind Plant WITH 3MM WIDE SPACER JOINTS WITH LATICRETE EPOXY GROUT. R0.

ALIGN

850

STORAGE STORAGE

20mm LIMESTONE FLOORING (TYPE-1)

MEP CONSULTANTS:

AHU ROOM

Design Bureau Consultants pvt. ltd.

LANDSCAPE CONSULTANTS:

AMS CONSULTANTS STRUCTURAL GLAZING CONSULTANTS:

01.

WALLING LAYOUT (Typical) 1:25

NOTE: SHADED WALLS WILL BE 2.8M HIGH FROM FFL.

02.

SECTION B 1:25

04.

SECTION D 1:25

FACADE INDIA TESTING INC STRUCTURAL CONSULTANTS:

HDB DESIGN SERVICES CLIENT:

JSW steel coated products limited ARCHITECTS:

EDIFICE CONSULTANTS PVT. LTD First Floor , Plot # 2A , Ujagar Infotech Park, Opposite Deonar Bus Depot, Deonar , Mumbai , Maharashtra 400 088,Tel : +91 22 6155 1111 / 6703 1122, Fax : +91 22 6703 1133

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TATA Housing-

Clubhouse

TATA housing is a housing complex in Thane, where the complex includes four residential tower & a clubhouse with basement parking & open aminities on a podium level. The Club-house has multiple floors with following function aminities: • • • • • • •

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Open Gardens Gymnasium Swimming Pool Badminton Court Seating Lounge Leisure lounges Pantry

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

7000

Basement Grill Detail -

1. ALL DIMENSIONS ARE 2. ALL LEVELS INDICATED 3. DIMENSIONS / LEVELS 4. THIS DRAWING, UNLES 5. ONLY WRITTEN DIMEN 6. DIMENSIONS / LEVELS WORK, ANY DISCREPA PRIOR TO THE COMME 7. RELEVANT SERVICES CUTOUTS / SLEEVES T 8. ALL MATERIALS / FINIS

6.0 M WIDE DRIVEWAY 200

NOTE : 6mm x 20mm VERTICAL ALUMINUM/ M.S. BAR

8600

8600 F

5970

G

PC23

BASE PLATE FIXING DETAIL TO VENDOR SUBJECT TO ARCHITECTS APPROVAL ON SHOP DRAWING

200

8600

± 0.00M = Dated - 16 POKHRAN SURVEY D

2050

V10

50mm x 50mm PAINTED ALUMINUM/ M.S. BOX SECTION

PC24

R

R

N

1

1

6mm x 20mm HORIZONTAL ALUMINUM/ M.S. BAR

18

2

2

7

2

2

5

9

10

11

12

13

15

14

L

4850

W

04.

ENLARGE PART-PLAN SCALE - 1:10

E

E

F

F

I

L

50

100 50

7600

2000

PC6

2000

2000

1350

PC7

7400

V9

1950

200

50

184

19 100

V10

V10

6mm x 20mm VERTICAL ALUMINUM/ M.S. BAR

REFER ENLARGE PART PLAN DETAIL 04.

03.

A-A

50mm x 50mm PAINTED ALUMINUM/ M.S. BOX SECTION

PLAN SCALE - 1:50

50

01.

6mm x 20mm HORIZONTAL ALUMINUM/ M.S. BAR

05.

200 2000

ENLARGE PART-ELEVATION SCALE - 1:10 R0 31-May-16 REV. NO.

8600

F

REFER TO M.S. RAILING DETAIL

8600

G

DATE

LANDSCAPE CON

R.C.C. BEAM

8600

®

5970

LANDSCAPES LLP WE SHAPE OPEN SPACES

SITE BOUNDARY

250

CONCEPT LANDS

6mm x 20mm VERTICAL ALUMINUM/ M.S. BAR

STRUCTURAL CON

GROUND (ROAD)

REFER ENLARGE PART-ELEVATION DETAIL 05.

S.S.L ± 0.00M

F.F.L. + 0.15M

S.S.L ± 0.00M

F.F.L. + 0.15M

6mm x 20mm HORIZONTAL ALUMINUM/ M.S. BAR

900

GROUND (ROAD)

450

1500

7600

MUNICIPAL CON

2100

2100

MEP CONSULTAN

50mm x 50mm PAINTED ALUMINUM/ M.S. BOX SECTION

ESKAYEM

PROJECT:

1000

LOWER GROUND

1000

PUMP ROOM

LOWER GROUND S.S.L - 3.85M

F.F.L. -3.75M

CLIENT:

190

S.S.L - 3.85M

2100

REFER ENLARGE SECTION DETAIL 06.

F.F.L. -3.75M

FI OPP. DEON

3150

2900

2100

PROJECT ARCHITE

MUMBAI-DEL

PURPOSE OF RE

G 350

STAGE:

BASEMENT

DIRECTION:

BASEMENT

S.S.L - 7.20M

S.S.L - 7.20M

F.F.L. - 6.90M

SWD

F.F.L. - 6.90M

200mm x 200mm BOLTED M.S. PLATE

Start Date: 31-Aug-16

Project Code: Bldng/Block:

02.

ELEVATION SCALE - 1:50

03.

SECTION A-A SCALE - 1:50

06.

Floor:

ENLARGE SECTION SCALE - 1:10

47

Drawing title: File path:

G

F:\De A-50

THIS DRAWING IS THE SOLE PRO

PURPOSE OTHER THAN THAT M

Rajat Housing-

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Clubhouse

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

Rajat housing is a residential complex in Kolkata, where the complex includes a clubhouse which is at a design development stage & the project scopes on exploring many 3D forms & ideas through software modelling & trysing out the sam in a physical model for understanding the scale & spatiality of the design.

49

50

Projects & Explorations

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Repair & Retrofit, 2019 -

Invisible Cities, 2015

Credits- Aurea D’cruz, Hetvi Lapasia Mentors- Komal Gopwani

Credits- A15 batch of SEA Mentors- Prasad Shetty & Vinit Nikumbh

Shree Krishna Niwas, Kalbadevi is now a dilapidated residential building built in 1940. It is a load bearing structure with multiple extentions supported by steel beams facing leakages & strcutural issues. This design resolves the plumbing services issues by introducing an alternative water supply & plumbing system and intervening with a new grill facade which provides light &ventilation and creates a buffer during the rainy season.

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Kochi Student’s Biennale, 2016 - Memory Box Credits- Jash Gohil, Siddharth Chitalia, Nikunj Dedhia Mentors- Anuj Daga

HOME is also constructed through various written and unwritten records. Often preserving these records is more important than a physical idea of home.

Rota-Record is an woden framed installation gives an opportunity to understand many narratives around the idea of an home through documents and expresses its importance.

This is an orientation workshop installation which had a theme ‘Impossible’ and the process started with an idea to imagine the impossible and attempt to make it possible.

Invisble cities is a novel by the author Italo Calvino which explores the imagination of impossible cities through the medium of memories, signs & desires. Here, the idea was to create a graphical representation the story with help of an installation in the staircase of our school and to depict the story through lights and shadows as one goes upwards.

The installation uses paper cut-outs of cities placed into a MDF box and using LED light strips for shadow reflections.

The Green Dot, 2020 - Graphic Designing

Collage Making, 2019 -

This work includes graphical designing, packaging & social media marketing for a Nutritional Food Product brand named The Green Dot.

This Collage was made for an EVS project whic tries to depict the relation of nature with humans & its regressive expantion over the natural ecosystems.

CHAJJA

CHAJJA

LEGEND M.D.B

Main Distribution Board Fire Pipe Outlet A.C. Outlet

Furniture Design, 2018 A reception table design & making for a small office.

Nahani Trap

STUDY DESK

W.M.

Water Outlet

CHAJJA

Toilet 100" x 53" Kitchen 141.75" x 100.75"

Master Bedroom 154.75" x 119.5"

A/C

D2

DOOR SCHEDULE Wet Area 50" x 35"

T.V. UNIT

DRESSING

D3 REF.

D1

Opening - 42" Shutter Wt - 37.25" Shutter Ht. - 81.75"

D2

Opening - 28.5" Shutter Wt. - 28.25" Shutter Ht. - 82.25"

D3

Opening - 35.75" Shutter Wt. - 32" Shutter Ht. - 81.75"

A/C

D3

Living room 216" x 115"

D2

MANDIR

Common Bedroom 144" x 119.5"

CHAJJA

CROCKERY UNIT

Common Toilet 76.5" x 58.75" Dining room 202.25" x 126.75"

STORAGE & ARTWALL

CARPET AREA- 688 SQ.FT T.V. UNIT DRESSING

ENTRY

D1 A/C

CROCKERY UNIT

STORAGE

N

D1

Interior Design, 2020 This Project is an 2 BHK interior design & consultation specific project with respect to drawings & 3D views.

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aakashbhanushali@gmail.com

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