Aakash Bhanushali by Aakash Bhanushali

ARCHITECTURE PORTFOLIO

Aakash Bhanushali Selected Works 2015-20

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

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 Dukaan - Makaan sem 4

03 Jal-Niti sem 7

04 The Nature Park sem 6

Research & Analysi s 01 Joal koathha - Story of wetlands of Kolkata sem 6

02 Of Land or Water ? sem 9

03 Poisar - The River sem 4

Construction & Detail

6-7 8-29 10 24 25 26 30-49 32 34 48 50-59

01 Bandra Public Library sem 6

02 High Rise Tower sem 7

03 Bag-Seat sem 7

04 Sea-Hive sem 5

Professional Works 01 Rajat Housing - Clubhouse sem 8

02 TATA Housing - Clubhouse sem 8

03 JSW Office sem 8

04 Porwal Bhawan sem 8

05 Site Visits sem 8

Projects & Explora tions 01 Repair & Retrofit College Workshop

02 Kochi Studentâ&#x20AC;&#x2122;s Biennale - Memory Box College Participation

03 Invisible Cities

Orientation Workshop

04 Furniture Design Client Based

05 The Green Dot - Graphic Design Client Based

06 Collage Design Self-exploration

07 Interior Design Client Based

60-79 62 70 74 76 78

80-83 82 82 82 83 83 83 83

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

Workshops

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

Jan 2020 : Urban Ecology I Anand Pendhalkar I

2018-2019 : Edifice Consultants Pvt. Ltd. Architectural Internship I Govandi (E) I

Jul 2019 : Animation I Priyankar Gupta I

2013-2015 : S.K. Somaiya Vinaymandir l Grade 11 & 12 l Mumbai University l

Dec 2017 : Arcitectural Photography I Dinesh Mehta I

2000-2013 : Fatima High School l Grade 1 - 10 l Mumbai University l

Aug 2017 : ‘Art After Image’ I Sabih Ahmed I

Voluntary Service & Aid

Jul 2017 : Virtual Reality (VR) I Kabir Punde I

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.

Dec 2016 : Film Making l Ajay Noronha l Gaza 51 Exibition, India l Nov 2016 : Laurie Baker Centre For Habitat Studies l Worksops & Seminars on Sustainable Arcitecture l Apr 2016 : Film Editing l Shrikant Agwane l Aug 2015 : Wood workshop I SEA College I

Publications 2016-2017 :

Kochi Muziris Biennale Publications

2015-2020 :

SEA Newsletter 3 l SEA Newsletter 7 l College Publication l

2015-2020 :

Redrawing Architecture I The Water People l Measuring Baker l What Is A Home ? l Sea-Hive I Poisar - The Course Of The River l Joal Koathaa l Contextual Tecnologies I of Land or Water ? I College Publication l

2019-2020 :

First Questions I SEA Publications I

Skills 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

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 7

Design & Development

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

Mentors- Prasad Shetty & Sabaa Giradkar

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

Attempts of Appropriation

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 14

Architectural Stratergy -

Master Plan -

Workspaces & Courtyards

Leisure & Recreational spaces

Workspaces & Courtyards

Dormitory & Living spaces

Retail & Working Spaces Section -

Eareries & Liesure Spaces Section -

Plinth, Terrace & Roof External Wall Detail -

Underbelly Play-area Section -

Dormitory Section -

Dormitory External Wall Detail -

Architectural Details -

Views -

Dukaan - Makaan Narrative Drawing -

Mentors- Kalpit Ashar, Anuj Daga

Floor Plan Gaothan deals with redevelopment issues where the idea of a house presented by a developer does not fit in with the living conditions & lifestyle of the existing people, as a home for them is also an extention of a workplace. The design is an combination of housing & commerce which can be accomodated in Gaothan. The design occupies Flour mill, Laundary, Tailor, Grocery, Workshop & respectively provides housing possibilities to them.

HOUSE 5M X 6M

0.45M

MILL FLOUR 6M X 4M

HOUSE 5MX4M 0.45M

0.45M

LAUNDRY 3M X 3M 0.45M

It is one such Mumbai Neigbourood study which is involved in process of settling and the making of homes are complex processes with deep phenomenological meanings. The almost 100 yeras old settlement or to say the gaothan has a beautiful typology of houses and methodology of living. Although in this pace of expanding, gaothan also wishes to develop/re-develop itself. In this whole smudge of records of land and ownersip, the shops and the houses owner issue and whole fuss of FSI, the process of redevlopment is on a big hold. The designed shops and houses are for Istriwala, Grocerer, Tailor and Chakkiwala along with few additional houses. Model Narrative Picture -

OP WORKSH 5M X 4M

0.45M

Chembur Gaothan-

0.45M

Y GROCER M 4M X 3.6

E STORAG 2.35M 2.25M X

0.45M

0.0M

SCALE - 1:50 GROUND FLOOR PLAN

Jal - Niti

Mentors- Shreyank Khemalapure, Rohit Mujumdar, Neera Adarkar Concept Sheet -

Site Narrative -

In the flat lands of Vishakhapatnam, towards the west lies a un-notified slum of daily wage labourers, street vendors & domestic helpers named Akalavya Colony with inter-related living issues that typically revolve around water scarcity. The settlement and its infrastructure is developed with a sense of temporality where their house is just a roof and all their daily chores basically happens outside their house. The sustainable design intervention attempts to resolve the water issue by providing a water reservoir and a water supply channel. The spatial configuration of the water channel allows the daily chores and leisure spaces to perform collectively around it. Spatial Configurations -

Master Plan -

Model -

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 -

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.

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 -

Model & Views -

Research & Analysis

Joal Koathata -

Story of the Wetlands of Kolkata. Kolkata, formely Calcutta, located on the east bank of river Hooghly is the oldest port of the country and also the only riverine port. The East Kolkata Wetlands have a great international importance and hence today Kolkata today has one of the best waste water treatment cycle in te world. It is one of te few cities where the administration does not thave to worry about discarding the waste they produce since they efficiently use it to generate income from it. Kolkata Wetland Fisheries have developed around the treatment of cityâ&#x20AC;&#x2122;s waste and discharge treated water into the sea. These wetlands are a complex of natural and human-made wetlands lying to the east of the city of Kolkata and include salt marshes and salt meadows, as well as sewage farms and settling ponds. The wetlands are also used to treat Kolkataâ&#x20AC;&#x2122;s seawge and the nutrients contained in the waste water sustain fish farms and agriculture.

About Mudiali The Mudiali Nature Park is run by MFCS (Mudiali Fisherman Co-operative Society)in Kolkata. The location of the Nature Park was one point used as a dump yard for the waste collected from the nearby ship yards. The Nature Park in its current state acts as a water treatment system for the surrounding industries & settlements, through segregated ponds and tanks. It also serves as Pisciculture farm in the same ponds and a public park with recreational spots. The water system runs over a course of 6 ponds and each cleans the water at different levels until it reaches the outlet pond and finally to Hooghly river. The ponds and bunds become public spaces after the fishing activities are over in the morning, with benches and sheds along the ponds also boarding in some ponds. The Nature Park finally is an asset for the city which also increases the overall sustainability and efficiency of its system and the park.

4 3

3 2

2 5 6

1 Stabalisation pond - Stabalisation pond2 - 2 Macrofied pond - 3 Ghasbari jheel (big) - Garaola jheel - 4 Tatalia jheel - Khudi123 - 5 Ghasbari jheel (small) - 6 Loha jheel

Credits- A15 Batch of SEA

Mentors- Dipti Bhaindarkar, Suprio Bhattacharjee, Ravindra Punde, Faizan Khatri, Gauri Satam

Building & Construction Systems -

Sections & Edge Conditions -

Of LAND or WATER ?

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 -

Evolution 1820

Urbanization around the Dahisar River and the early settlements Eksar Dongri and Naitodi sitting on a higher contour and around water bodies. This is surrounded by agricultural land and mudflats, and a large zone of the mangrove cover. Areas along the railway started densifying from 1864.

In 1970 the Gorai and Charkop Site and Services schemes were built on the mudflats to the west. 1991 saw liberalization and privatisation and TDR and FSI norms got updated, builderdriven development was seen in the suburbs.

Post Land Acquisition Act of 1894 and the Cooperative Society Act of 1912, agricultural land developed and several cooperative societies were built. Settlements along the railway track at SV road started comming in 1934. After independence, there was an emergence of plotted development towards the marshes. The Food Corporation Development was established in 1959.

Property market flourished in the 90s with many land & economy reforms. With the construction of the link road in 2004, the area along this road was developed. Flooding started due to the building of the link road as a bund restricted the east-west flow of water from the hills.

Western Express Highway opened up northsouth transportation & development in these areas. In 1968 Borivali National Park was established & expanded. The Land Ceiling Act of 1961 allowed the smaller parcels of agricultural land for cluster development, such as Yogi Nagar cluster housing. The Maharashtra Slum Act was passed in 1971.

The Link Road was sanctioned upto Dahisar propelling northward development. With the Coastal Road Regulation (CRZ) in 1991, the mangroves were declared as forest and protected. Around 2005, the older co-operative housing societies were getting redeveloped, and a lot of luxury apartments were built due to foreign investment.

The National Urban Policy framework 2018 was proposed in which Co-operative Housing Society consensus for redevelopment was lowered to 51% which gave a spike in redevelopment and as a result myriad factors like urbanization, very little permeability of land, infrastructure additions that pose hindrance to the flow of water, concretization of the rivers etc created flodding issues. At the same time Metro construction stared coming up on roads. there were series of bund walls & dams built from SGNP till the sea. The macro view which is understood is that the form of the city that is north-south has posed a conflict to the systemic flow of water that is west to east. The railways and major roads including SV Road, Western Express Highway and Link Road are not built as bridges to let this water pass, but in fact as dams i.e. raised from their immediate surroundings and filled up. As a result, the zones along these arterial roads are flood-prone. Concretization of the limited open spaces and narrowing of the rivers due to encroachments further retards this water from flowing out towards the creek, leading to flooding in this ward.

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 â&#x20AC;&#x2DC;ankle, calf, knee, waist and shoulderâ&#x20AC;&#x2122; level with respect to the duration of rainfall and tidal actions & changes in main sea level.

Existing Storm Water Infrastructure -

Critical Junctions & Projections -

Projected Flooding Crisis -

Stakeholders Interactions and Inferences -

Aims, Scope & Objectives -

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.

Open Spaces Short - Term (2021) -

Mid - Term (2034) -

Long - Term (2050) -

OPEN SPACES CONNECTIVITY PLAN 2051 1:250

SCALE - 1:6000

OPEN ZONE 2 1:250

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

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

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

Built-form -

Mid - Term (2034) -

Short - Term (2021) -

S R A Reforms -

Long - Term (2050) -

Soft Infrastructure -

Poisar-

The River Poisar River Evolution -

Critical River Junctions -

Credits- Siddharth Chitalia, Ami Joshi, Gaurav Edwankar, Shravani Mestry

Mentors- Dipti Bhaindarkar, Suprio Bhattacharjee, Faizan Khatri, Gauri Satam

Drainage & Garbage Networks -

The Poisar wall -

Construction & Detail

Bandra Public Library

RAMP UP

STORM WATER DRAIN

300mm WIDE

5581

914 1345

3500

800 800 800 800 800 800 800

12 SECOND FLOOR PROJECTION

5059

+1.5 m

KITCHEN 8.5m X 4m

ENTRY

WC 2m X 1.5m

SEATING 30sqm

ENTRANCE LOBBY

+1.5 m

(DOUBLE HEIGHT)

+1.2 m

+1.5 m

8 5

2289

4000

SERVICE LIFT

RAMP UP

1399

COUNTER

SD 1

SR.

EXIT

RAMP DN

SLOPE 1:10

3500

+1.2 m

SLOPE 1:12

RD 1

CIRCULATION AREA +1.2 m

4155

+1.8 m

LIFT 2 24

GROUND 0m

AMPHITHEATRE &SEATING 13m X 2m

21 20

LIFT 1

+1.2 m

18 17 16

3865

1000

5700

1500

+3.6 m

RECEPTION & WAITING LOBBY 13.5m X 10m

+1.8 m

4334

2600

+1.8 m

900 1.2 m

SD 2

FD 1

LANDSCAPE 13.5m X 5m +1.65 m

5 6

1 2

2300

831

PU AT

RAMP UP

7 8

2000 +3.6 m

10 11

1716

GROUND 0m

SECOND FLOOR PROJECTION

3000

11142

1335 1014 B

1957

2538 E

1547 F

2080

1173 G

FOURTH FLOOR PROJECTION

3000

3244

+1.8 m

300

SD 2

1200

300

2796

7 5 6 34 1 2

1200

+1.8 m 8

SLOPE 1:12

SECOND FLOOR PROJECTION

+- 0 m

(DOUBLE HEIGHT)

GROUND

SEA SIDE

1193

953 I

5944 J

5705 K

1133 1020 L

MAIN ENTRANCE

RO THI 201

SC AN

WITH THE PR PROCEEDING WORK WITHI SPECIFIED IN COMPLY WIT CODES, REG REQUIREMEN OCCUPANTS PROJECT AR UNINTERRUP DURING THE

Mentors- Arun kale, Dipti Bhaindarkar, Gauri Joshi -

GENERAL NOTES

ADJACENT

ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN 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 BY STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO NOTICE TO THE ARCHITECT 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.

O.H. WATER TANK

ELECTRICAL METER BOX

EXISTING MAN-HOLES

SR.NO. DATE REVISION DESCRIPTION

91째

O.H. WATER TANK

PLOT

62927

26.3 m

2500

50000

DATUM LEVEL

+- 0 m

CHECKED BY

ISSUED BY

31.06 m

T H

811

O O

PLOT

830

53149

2 m WIDE

10 m WIDE

O O

1000

2 m WIDE

KEY PLAN

86째

EXISTING MAN-HOLES

64855

ADJACENT

EXISTING ROAD 10 M WIDE

92째

SEA SIDE

WATER SUPPLY

SR.NO. DATE

PLOT

STAMP & SIGN

ROOF LEVEL

1:250

200

+16.2 m

2000

8 71 GD

800 800

3600

TYPICAL STAIRCASE PLAN

750

1500

LED LIGHT FIXTURE

10 ARE IN MILLIMETERS 11D1 UNLESS ALL DIMENSIONS DN OTHERWISE SPECIFIED. ALL THE WRITTEN DIMENSIONS ARE TO BE FOLLOWED. DRAWINGS TO BE SEEN WITH RESPECT TO ALL OTHER DRAWINGS. P.C.C. IS IN THE RATIO OF 1:3:6 (CEMENT : SAND : COARSE AGGREGATE). +3.6 m ALL LEVELS SPECIFIED IN METERS.D1 ALL DECISIONS REINFORCEMENT CALCULATIONS UP 12 RISERS TREDS NEED TO BE TAKEN BY STRUCTURAL ENGINEER. +1.8 m DO NOT SCALE THE DRAWING. ALL DISCREPANCIES SHALL BE BROUGHT TO 12 11 10 9 4 7 5 8 6 NOTICE 3 2 1 TO THE ARCHITECT BEFORE THE COMMENCEMENT OF ANY WORK. RICHER CONCRETE MIX TO BE USED FOR THE FOUNDATION MIX TO PLANAND M:30 FD 1 BE USED FOR GR. FLOOR STAIRCASE 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 12 25 UNINTERRUPTED/UNDISTURBED OCCUPANCY DURING THE CONSTRUCTION OF THE PROJECT.

2300

12 RISERS TREDS

1st FLOOR

REDS

600

STONE SKIRTING

2300 UP

12 RISERS TREDS

-4 m

2000

+5.4 m

DETAIL A @ 1:10 TRED-RISER LIGHTING DETAIL

12 RISERS TREDS

12mm INTERNAL PLASTER

3mm PAINT

SCHOOL O AND ARCH NORTH

20mm IPS FLOORING MILD REY

STONE SKIRTING

DRAW

--1.2 m

2000

TREDS

150

PLAN

20mm IPS FLOORING MILD-GREY

SECTION A A'

GR. FLOOR

ROLL NO | A1 THIRD YEAR B 2017 - 2018

2000

1500

2nd FLOOR

2000

+-0 m

PUBLIC L AT BAND

-4m

2000

+3.6 m

BASEMENT

AAKASH 12

1500

2000 2000

+- 0 m

2000

G. L.

GENERAL NOTES

2000

3rd FLOOR

+7.2 m

300

+1.2 m

+19.8 m

+16.2 m

GROUND FLOOR

+5.4 m

1200

4800

4700

2000

1500

600

2000 12

FIRST FLOOR

DETAIL A @ 1:10 TRED-RISER LIGHTING DETAIL 600

+5.4 m

12 RISERS TREDS

800

12 RISERS TREDS

+7.2 m

4th. FLOOR

2000

3600

RD 1

+10.8 m

REDS

+9 m

20mm IPS FLOORING MILD-GREY

200

1500

2300

TEAK-WOOD HAND-RAIL

+12.6 m

+14.4 m

REDS

SECOND FLOOR

ROOF

+18 m

FD 1

LED LIGHT FIXTURE THIRD FLOOR

ROOF STAIRCASE PLAN

1000

1500

300

200

O.H. WATER TANK

2500

3600

12 RISERS TREDS

200

1500

+18 m

+16.2 m

ISSUED B

2000

FOURTH FLOOR

+19.8 m

800

12 RISERS TREDS

200

FD 1

2000

2300 3600

Key-Plan for Bandra Public Library

1500

WD - SEA -EX - 01

EXISTING SITE PLAN

SEA SIDE

SCALE

DRAWING TITLE & NUMBER

200

FORT

1200

NORTH

BANDRA

150

SCHOOL OF ENVIRONMENT AND ARCHITECTURE

800

4200

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

1500

PUBLIC LIBRARY AT BANDRA, MUMBAI AAKASH BHANUSHALI

20.4 m

BASEMENT

-3 m

FD 1

BASEMENT STAIRCASE PLAN

SR.NO. DATE REVISION DESCRIPTION

STAIRCASE SECTION @ 1:50

STAIRCASE PLANS @ 1:50

DETAIL B @ 1:10 SKIRTING DETAIL

914 1345

13 12

W2 W2

5059

OPEN READING ZONE 8.5m X 10m

LOUNGE SEATING 5.5m X 4m

(DOUBLE HEIGHT)

+9 m

2289

1399

10 D4

GD 1

4155

LIF

W2 T

LIF

1193

8 7

LIF

CLASS ROOM 11m X 6m

18 17

+9 m

16 15

14 13

MAIN LIBRARY 20m X 18m (DOUBLE HEIGHT)

+9 m

CIRCULATION AREA 8

+9 m

UP 3

8199

GD 1

FOURTH FLOOR PROJECTION

5 +9 m

2796

CHILD SQUARE 8.5m X 10m +9 m

STUDY ROOM 5.5m X 4m

(DOUBLE HEIGHT)

+9 m

3 4

3244

5 6

+10.8 m

1716

9 10

831

11142 A

1335 1014 B

1957

2538 E

1547 F

2080

1173 G

953 I

5944 J

5705 K

1133 L

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

ROOF LEVEL

SR.NO. DATE RE

20.4 m

3600

2100

3200

4200

FOURTH FLOOR

+16.2 m

2100

3600

ISSUED BY

+12.6 m

2100

3600

+9 m

AMPHITHEATRE

25mm SCREED FOR SLOPE 1:100

14 BASEMENT

PAINT 3mm

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

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

SEA SIDE

2100

3600

SECOND FLOOR

3000

6200

THIRD FLOOR

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 -

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

BRICK-BAT COBA TILING 20mm

WC 2m X 1.5m

DETAIL A @ 1:10

BASEMENT FLOOR PLAN @ 1:50

GROUND FLOOR PLAN @ 1:50

+- 0 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

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.

WATERBRICK-BAT COBA 200mm PROOFING LAYER 25mm

SEA SIDE

DETAIL A @ 1:10 D

DETAIL B @ 1:10

13 SR.NO. DATE REVISION DESCRIPTION

STAMP & SI

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

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

OPEN SPACE FOR THEATRE

WINDOW SCH

OUTDOOR CAFE SEATING 14550mm X 6500mm

NAME W1

DOOR SCHE

NAME DESCRIPTION

D2 1200x 21

CAFETERIA KITCHEN 6815mm X 5620mm

3 D4

D3 2000 x 21

D1 1800 x 21

RECEPTION LOBBY &WAITING AREA 13920mm X 12570mm D2

PASSAGE 1.9 M WIDE

D4 800 x 210

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

D2 D2

PASSAGE 1.9 M WIDE 5

PASSAGE 3.9 M WIDE

D7 D3

6 7

D1 8

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

SITE

b8 b5

AC CE

IDE

ESS

ROA

E ACC

10M d2

WID

3 R.G sq. m 310 d1

NG LDI BUI ORS AL FLO RCI ME + 18 m COM UND 5 sq. GRO 133

b10

ESS

ROA

E ACC

6.3M

b11

ESS

ROA

E ACC

b12

11M

WID

1 R.G sq.m 490

WID

2 R.G sq. m 120

Credits- Vinisha Kukian, Pooja Temkar

Mentors- Shreyank Khemlapure, Komal Gopwani, Chaitanya Mehta

Sections -

WINDOW SCHEDULE NAME

ELEVATION

DESCRIPTION

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 -

Bag - Seat

Process & User Manual -

Credits- Siddharth Chitalia, Sittanshu Rawal Mentors- Dusyant Ashar, Milind Mahale

User Prototype -

Sea - Hive

Credits- A15 Batch of SEA Mentors- Abhilasha Joshi

Materials -

Assembly & Instruments -

The Making -

Professional Work

Rajat Housing-

Clubhouse

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.

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

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: • • • • • • •

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

Credits- Uday Goswami, Nilesh Dongre & Edifice Team

Club-House Master Plan -

9585

ENTRY FROM PODIUM TOP ( RESIDENTS)

240

8675

LOBBY / LOUNGE/ PRE FUNCTION F.F.L. + 5.15 M

UP 213

S.S.L + 5.10M

206

18655

SAUNA 290

STEAM

SPA (MALE)

301

285 0

269

2460

340

STEAM

1890

PANTRY 4040

FIRST FLOOR

BADMINTON COURT / COMMUNITY HALL F.F.L. + 5.15 M S.S.L + 5.10M

SQUASH F.F.L. + 5.15 M S.S.L + 5.10M 6400

SPA (FEMALE)

TOILET FEMALE 2345

4200

220

9750

TOILET MALE

SAUNA 3245

Basement Grill Detail 7000

Credits- Uday Goswami, Nilesh Dongre & Edifice Team 6.0 M WIDE DRIVEWAY 200

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

8600

8600 F

± 0.00M = Dated - 16 POKHRAN SURVEY D

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

200

8600

5970

PC23

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

2050

V10

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

PC24

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

4850

04.

ENLARGE PART-PLAN SCALE - 1:10

100 50

7600

2000

PC6

2000

1350

PC7

7400

1950

200

184

19 100

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

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

REFER TO M.S. RAILING DETAIL

8600

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

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

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

Drawing title: File path:

F:\De A-50

THIS DRAWING IS THE SOLE PRO

PURPOSE OTHER THAN THAT M

JSW Office 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. The project also includes site inspections with the GFC drawings of: • • • •

Walling Layout Plan Typical Layout Plan Flooring Layout Plan Typical Sections

NOTES

GRANITE PANTRY STAIRCASE TO BE 200 MM THKAS UNLESS SPECIFIED.. COUNTER 11. ABBREVIATIONS FFL: FLOOR FINISH LEVEL TOS: TOP OF STRUCTURAL SLAB BOS:BOTTOM PER OF STRUCTURAL SPECS SLAB

1. ALL DIMENSIONS ARE IN MM. 2. ALL LEVELS INDICATED ARE IN MET 3. DIMENSIONS / LEVELS INDICATED A (DIMENSIONS ARE UNFINISHED TO UN 4. THIS DRAWING, UNLESS OTHERWIS 5. ONLY WRITTEN DIMENSIONS ARE T 6. DIMENSIONS / LEVELS SHOWN TO B ANY DISCREPANCIES IF NOTED,BETW BE BROUGHT TO THE NOTICE OF ARC 7. RELEVANT SERVICES DRAWINGS A CUTOUTS / SLEEVES TO BE PROVID 8. ALL MATERIALS / FINISHES TO BE A 9. ALL INTERNAL WALLS ARE 150 MM 10. ALL EXTERNAL WALLS, HUB, AHU,

A I4001b

B I4001b

A I4001b

B I4001b

A I4001b

B I4001b

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

LEDGE WALL TILL COUNTER HEIGHT

STAIRCASE TO BE 200 MM THK UNLESS SP

11. ABBREVIATIONS FFL: FLOOR FINIS BOS:BOTTOM OF STRUCTURAL SLAB

GRANITE TRIM

LEGEND

LEGEND 200 MM THK BLOCK WORK (INTERIOR VENDOR SCOPE)

200 MM T VENDOR S

230 MM THK BRICK WALL

230 MM T

W2 565 EQ

EQ 350

LIGHTING SWITCHES

TISSUE PAPER DISPENSER (AS PER TILE JOINT)

100

FFL +0.05M

SD2

150

TISSUE P

HAND DR

DE-ODO CEILING

920

D I4001b

750

350

600

150

MIRROR (AS PER DETAILS) 150

LIGHTIN

100

F-G

150 700

PANTRY

HAND DRYER (AS PER TILE JOINT) DE-ODORISER (AS PER TILE JOINT BELOW FALSE CEILING)

D I4001b TOILET PAPER HOLDER

535

DO 2235 (CHK DIM)

1345

ALIGN

1570 (CHK DIM)

PANTRY

RAW PO FROM F

100

D I4001b

START T

TOILET ACCESSOR

100

SD2

URINAL (AS PER SPECIFICATIONS)

700

ALIGN

GRANITE TR

150mm THICK BRICK-WALL

C I4001b

350

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

FLOOR NAH 150

2200

100

C TOILET ACCESSORIES

SD2

TOUGHENED GLASS URINAL PARTITION WITH PRIVACY FILM

2200 (CHK DIM)

ALIGN IN REF. TO COUNTER START TILE REFERENCE EDGE

I4001b

700

350

F-G GRANITE TRIM

C I4001b

RCC STRU

TILE DROP

FLOOR NAHNI TRAP

FINISHED LINE

700

2015 (CHK DIM)

TILE DROP

FINISHED LINE

SH-1

350

3635 (CHK DIM)

540

RCC STRUCTURE ALIGN

SH-1

ALIGN

TOILET P 1570

600

FFL -0.04M ID-2

X 50

FFL -0.02M

F-G

132

300 DO

600

ID-2 600

FFL -0.02M

LADIES EQ

ID-1 EQ

ID-1

F-G

ID-1

RAW PO @200M AT RESP

F-G

ALIGN

1815

ID-1

RAW PO @1200F RESPECT

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

ALIGN

600mm x 300mm VITRIFIED/ CERAMIC FLOORING WITH 3MM SPACER WITH LATICRETE EPOXY GROUT

FFL ±0.0M ID-1

F-G

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

ALIGN

ID-1

F-G

ID-1

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

F-G

1370 (CHK DIM)

ID-1

SOAP DI

FFL -0.02M

300

3140 (CHK DIM)

1200 (FIN)

LADIES

1200 (CHK DIM)

ID-1

GENTS

ID-2 700

ALIGN

SOAP DISPENSER

350

1740

GENTS

R0.

16-Aug-18

N.G

DATE

DRAWN BY

REV. NO.

SANJAY.N

FOR EXECUTION

CHECKED BY

DESCRIPTION OF THE REVISIONS

FFL ±0.0M R0.

REVISIONS

FD-2

ALIGN

FD-3

ALIGN

LIME-STONE FLOORING TYPE-1 AS PER SPECIFICATIONS

New administrative office building for JSW at Vasind Plant

FD-2

FD-1

FIRE EXIT

525

F-G

1052

FD-3

FD-2

F-G

FD-1

AHU ROOM

SH-6

FIRE EXIT

CONCRETE Design Bureau Consultants pvt. ltd.

BOARD FINISH LANDSCAPE CONSULTANTS:

AHU ROOM

AMS CONSULTANTS

1:25

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

FFL -0.02M

FFL -0.02M MEP CONSULTANTS:

Design Bureau C LANDSCAPE CONSULTANTS:

AMS CONSULTA

FACADE INDIA TESTING INC

STRUCTURAL GLAZING CONSULTAN

STRUCTURAL CONSULTANTS:

HDB DESIGN SERVICES

01.

CLIENT:

DRAWN BY

FD-1 BLOCK WORK WITH SINGLE COAT OF PLASTER (INTERIOR VENDOR SCOPE) AHU WALL INSULATION (HVAC VENDOR SCOPE)

STRUCTURAL GLAZING CONSULTANTS:

WALLING LAYOUT (Typical)

A.B

DATE

New administrat

SH-6

MEP CONSULTANTS:

01.

FD-3

16-Aug-18

REV. NO.

LAYOUT PLAN (Typical) 1:25

JSW steel coated products limited

02.

FLOORING LAYOUT 1:25

FACADE INDIA T STRUCTURAL CONSULTANTS:

HDB DESIGN SE CLIENT:

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

JSW steel coated ARCHITECTS:

Credits- Sanjay Nayak & Edifice Team

1. ALL DIMENSIONS ARE I 2. ALL LEVELS INDICATED 3. DIMENSIONS / LEVELS I (DIMENSIONS ARE UNFINI 4. THIS DRAWING, UNLES 5. ONLY WRITTEN DIMENS 6. DIMENSIONS / LEVELS ANY DISCREPANCIES IF N BE BROUGHT TO THE NO 7. RELEVANT SERVICES D CUTOUTS / SLEEVES TO 8. ALL MATERIALS / FINISH 9. ALL INTERNAL WALLS A 10. ALL EXTERNAL WALLS

STAIRCASE TO BE 200 MM TH

11. ABBREVIATIONS FFL: F BOS:BOTTOM OF STRUCT

LEGEND

20 VE

EXTERIOR GLAZING

ALIGN WITH REF. TO DOOR FRAME

B I4001c

BRICK WORK WITH SINGLE COAT OF PLASTER

GYPSUM BOND FALSE CEILING EXHAUST GRILL

AXIOM 100 mm HIGH

R.C.C LINTEL

ALIGN

GRANITE TRIM

ALIGN

GYPSUM BOXING

FIXED WINDOW ON PATCH FITTING

SH-1

300

URINAL AS PER SPECIFICATION

STORAGE

420

100

BRICKWALL BUND

FIXED WINDOW ON PATCH FITTING AND GLASS WITH PRIVACY FILM

W2 450

WATER CLOSET AS PER SPECIFICATION

320

20mm LIMESTONE FLOORING (TYPE-1)

B I4001c

800

1220 420

320

TOUGHENED GLASS URINAL PARTITION WITH PRIVACY FILM

1950

2400

2600

2400

2600

EXTERIOR GLAZING

GRANITE COUNTER

TOUGHENED GLASS URINAL PARTITION WITH PRIVACY FILM

MODULAR MERINO MAKE PARTITION

2600

URINALS AS PER DETAILS

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

MODULAR FALSE CEILING

M.R. GRADE GYPSUM CEILING

TOILET ACC

GYPSUM FALSE CEILING

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

75mm GRANITE SKIRTING AS PER SPECS

01.

SECTION A

03.

1:25

SECTION C 1:25

100 R0.

16-Aug-18

REV. NO.

DATE

New admi

BLOCK WORK WITH SINGLE COAT OF PLASTER

ALIGN WITH REF. TO DOOR FRAME EXTERIOR GLAZING

B I4001c

EXHAUST GRILL

ALIGN

MODULAR FALSE CEILING

B I4001c

GYPSUM BOND FALSE CEILING

GYPSUM BOXING

ALIGN

MEP CONSULTANTS:

ALIGN

Design Bur

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

EXTERIOR GLAZING

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

LANDSCAPE CONSULTA

AMS CONS STRUCTURAL GLAZING

900

AS PER TILE JOINT

CLIENT:

MIRROR

JSW steel

GRANITE WASH-BASIN COUNTER

450

800

300

800

830

850

BRICKWALL BUND

100

2600

SD2

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

HDB DESIG 2600

GRANITE COUNTER

ALIGN AS PER TILE JOINT

2600

STRUCTURAL CONSULT

2600

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

300 X 600MM VITRIFIED TILES FLOORING WITH 3MM SPACER WITH LATICRETE EPOXY GROUT SCREED

ARCHITECTS:

First Floor , Plot # 2A Maharashtra 400

MUMBAI-DELHI-

PURPOSE OF RELEA

SCREED PCC

STAGE:

WATER PROOFING MEMBRANE

DIRECTION:

BRICK BAT COBA 20mm LIMESTONE FLOORING (TYPE-1)

75mm GRANITE SKIRTING AS PER SPECS

Start Date: 08-JAN-18

Project Code: Bldng/Block: Floor:

02.

SECTION B 1:25

04.

SECTION D

Drawing title:

1:25

File path:

INT

C:\Users Bhanush

THIS DRAWING IS THE SOLE

PURPOSE OTHER THAN THA

Porwal Bhawan 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.

19210 [63']

550 [1'-10"]

950 [3'-1"]

1550 [5'-1"]

UNISEX TOILET

1800 [5'-11"]

LIFT

2100 [6'-11"]

LIFT

2100 [6'-11"]

3350 [11']

1650 [5'-5"]

3350 [11']

26750 [87'-9"]

PRINTERS WITH STORAGE

WAITING

26750 [87'-9"]

RECEPTION

WORKING STAFF AREA PANTRY

2300 [7'-7"]

1200 [3'-11"]

1250 [4'-1"]

UNISEX TOILET

2000 [6'-7"]

4550 [14'-11"]

2100 [6'-11"]

FIRE FIRE SHAFT SHAFT

BACK OFFICE

H.O.D. ROOM CABIN 1

CAR LIFT CONFERENCE / LECTURE ROOM

AUDITORIUM HALL

EQUIPT / STORE ROOM

STAGE

EQUIPT / STORE ROOM

Conceptual Form -

6000

ROAD

19210 [63']

1200 [3'-11"]

FIRE SHAFT

LIFT

ROOM 1 26750 [87'-9"]

2700 [8'-10"]

3350 [11'] 1290 [4'-3"]

900 [2'-11"]

1560 [5'-1"]

1800 [5'-11"]

4550 [14'-11"]

2100 [6'-11"]

UNISEX TOILET

LIFT

2100 [6'-11"]

1550 [5'-1"]

1650 [5'-5"]

950 [3'-1"]

1200 [3'-11"]

UNISEX TOILET

2000 [6'-7"]

3350 [11']

26750 [87'-9"]

600 [2']

PLUMB ELE SHAFT SHAFT

1250 [4'-1"]

2000 [6'-7"]

950 [3'-1"]

2300 [7'-7"]

2000 [6'-7"]

4550 [14'-11"]

2100 [6'-11"] 1850 [6'-1"]

5100 [16'-9"] CHANGING ROOM FEMALE

900 [2'-11"]

2460 [8'-1"]

REFUGE 1.5 x 4.75

1800 [5'-11"]

26750 [87'-9"]

DONOR ROOM

26750 [87'-9"]

EXHIBITION SPACE

RECEPTION

WAITING

300 [1']

LIFT

2100 [6'-11"]

4550 [14'-11"]

LIFT

3350 [11']

PRINTERS WITH STORAGE

Shower

Plumbing shaft

900 [2'-11"] 900 [2'-11"]

10650 [34'-11"]

1450 [4'-9"]

900

WAITING

APHERESIS ROOM

CONSULTATION ROOM

YOGA ROOM

WELLNESS AREA

3705 [12'-2"] ROOM 2 4865 [15'-11"]

ROOM 3

Shower

Plumbing shaft

XRAY ROOM

3265 [10'-9"]

10660 [35']

3065 [10'-1"]

Shower

DOCTOR'S CABIN

1450 [4'-9"]

SONOGRAPHY ROOM

UNISEX TOILET

1550 [5'-1"]

1500 [4'-11"]

3065 [10'-1"]

UNISEX TOILET

2000 [6'-7"]

1650 [5'-5"]

1450 [4'-9"]

2000 [6'-7"]

FIRE SHAFT

LIFT

REFUGE 1.5 x 4.75

1800 [5'-11"]

550 [1'-10"]

1200 [3'-11"]

300 [1']

600 [2']

PLUMB ELE SHAFT SHAFT

1250 [4'-1"]

2000 [6'-7"]

950 [3'-1"]

UNISEX TOILET

1500 [4'-11"]

LIFT

2100 [6'-11"]

4550 [14'-11"]

LIFT

2100 [6'-11"]

1550 [5'-1"]

1650 [5'-5"]

2300 [7'-7"]

FIRE SHAFT

1200 [3'-11"]

1250 [4'-1"]

2000 [6'-7"]

1200 [3'-11"]

UNISEX TOILET

2000 [6'-7"]

LIFT

2100 [6'-11"]

2000 [6'-7"]

3350 [11']

2500 [8'-2"]

2100 [6'-11"]

REFUGE 1.5 x 4.75

1800 [5'-11"]

2500 [8'-2"]

2300 [7'-7"]

950 [3'-1"] 1200 [3'-11"]

1250 [4'-1"]

2000 [6'-7"]

UNISEX TOILET

1550 [5'-1"]

600 [2']

PLUMB ELE SHAFT SHAFT

2500 [8'-2"]

UNISEX TOILET

2000 [6'-7"]

1500 [4'-11"]

1650 [5'-5"]

300 [1']

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

550 [1'-10"]

2500 [8'-2"]

FIRE SHAFT

PORWAL BHAVAN

19210 [63']

2500 [8'-2"]

1200 [3'-11"]

6 FLOOR - SECRETARIAT AND RECEPTION

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

2500 [8'-2"]

Shower

LECTURE ROOM

CONSULTATION ROOM

LIBRARY

ROAD

8th Floor - Diagnostic & OPD Centre 8 FLOOR - DIAGNOSTIC AND OPD CENTER

Rapid Diagnostic Labs , Ultrasound , X Ray , Screenings ,Consultation & Preventive Care

PORWAL BHAVAN

10th Floor - Jainology Institute 10 FLOOR - INSTITUTE OF JAINOLOGY Porwal Historical Manuscripts and Heritage

ROAD

N PORWAL BHAVAN

16th - 17 Floor - Yoga centre 16 FLOOR - YOGA AND WELLNESS CENTER FEMALE

3065 [10'-1"]

2000 [6'-7"]

600 [2']

PLUMB ELE SHAFT SHAFT

6th Floor - Secretariat & Reception

PORWAL BHAVAN

SEATING CAPACITY 62 PAX

550 [1'-10"]

550 [1'-10"] 1500 [4'-11"]

5 FLOOR - OPEN FINE DINE

19210 [63']

REFUGE 1.5 x 4.75

5th Floor - Open Fine-Dine

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

300 [1']

N PORWAL BHAVAN

SEATING CAPACITY 96 PAX

1450 [4'-9"]

PORWAL BHAVAN

2300 [7'-7"]

2nd & 3rd Floor - Auditorium 2 AND 3 FLOOR - AUDITORIUM - access at 8.1 m

GROUND FLOOR LOBBY

3450 [11'-4"] RECEPTION

Ground Floor - Lobby

ROAD

2500 [8'-2"]

EXIT

ROAD

2500 [8'-2"]

ENTRY

1200 [3'-11"]

1800 [5'-11"]

LIFT

2100 [6'-11"]

4550 [14'-11"]

LIFT

300 [1'] 2000 [6'-7"]

600 [2']

PLUMB ELE PLUMB ELE SHAFT SHAFT SHAFT SHAFT

RECEPTION

26750 [87'-9"]

2000 [6'-7"]

950 [3'-1"]

UNISEX TOILET

BUFFET COUNTER

DROP OFF

1500 [4'-11"]

1650 [5'-5"]

2300 [7'-7"]

1250 [4'-1"]

2000 [6'-7"]

950 [3'-1"]

2300 [7'-7"]

1200 [3'-11"]

1250 [4'-1"]

2100 [6'-11"]

3350 [11']

RAMP UP

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

UNISEX TOILET

2000 [6'-7"]

LIFT

2100 [6'-11"]

2000 [6'-7"]

LIFT LIFT

2500 [8'-2"]

2100 [6'-11"]

FIRE SHAFT

1550 [5'-1"]

2500 [8'-2"]

2000 UP[6'-7"]

300 [1'] 2000 [6'-7"]

1800 [5'-11"]

2500 [8'-2"]

2100 [6'-11"]

1550 [5'-1"]

1200 [3'-11"]

2500 [8'-2"]

2000 [6'-7"]

UNISEX TOILET

2000 [6'-7"]

DOUBLE HEIGHT LOBBY

550 [1'-10"] 550 [1'-10"]

550 [1'-10"] 600 [2']

PLUMB ELE SHAFT SHAFT

2500 [8'-2"]

2000 [6'-7"]

300 [1']

UNISEX TOILET

4550 [14'-11"]

1650 [5'-5"] 1500 [4'-11"]

FIRE SHAFT

1200 [3'-11"]

2500 [8'-2"]

600 [2']

PLUMB ELE SHAFT SHAFT

2500 [8'-2"]

1500 [4'-11"]

300 [1']

ROOM 3

ROAD

N PORWAL BHAVAN

18th - 22 Floor - Hotel Rooms 18 TO 22 FLOOR - HOTEL ROOMS

N PORWAL BHAVAN

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

EDIFICE CONSULTANTS PVT. LTD

Credits- Uday Goswami, Nilesh Dongre & Edifice Team Form, Scale & 3D Exploration -

TERRACE 22 HOTEL 21 HOTEL 20 HOTEL 19 HOTEL 18 HOTEL 17 SERVICE FLOOR 16 YOGA FEMALE 15 CAFE AND DINE FOR HOTEL 14 YOGA MALE 13 LEARNING CENTER 12 NEW BUSINESS INCUBATION CENTER 11 BUSINESS FACILITATION CENTER 10 INSTITUTE OF JAINOLOGY 9 MULTIPURPOSE HALL 8 DIAGNOSTIC/OPD 7 SECRETARIAT 6 SECRETARIAT 5 DINNING 4 INDUSTRIAL KITCHEN 3 AUDITORIUM 2 AUDITORIUM 1 LOBBY PUZZLE PARKING

750

GROUND

ELEVATION

PORWAL BHAVAN 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

Site VisitsTata Hosuing Clubhouse, Thane - Foundation Check

Tata Hosuing Clubhouse, Thane - Footing Check

Tata Hosuing Terrace, Thane - R.C.C Pre-Cast Roof Panel

Credits- Sanjay Nayak, Uday Goswami, Nilesh Dongre & Edifice Team

Shabri Business Park, Chembur - Lobby Color Selection Shabri Business Park, Chembur- External facade Check Shabri Business Park, Chembur - Lift Lobby Ceiling Check

Projects & Explorations

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.

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

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

DOOR SCHEDULE Wet Area 50" x 35"

T.V. UNIT

DRESSING

D3 REF.

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

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

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

A/C

Living room 216" x 115"

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

Interior Design, 2020 This Project is an 2 BHK interior design & consultation specific project with respect to drawings & 3D views. 83

aakashbhanushali@gmail.com