Pranav Chaubal | Undergraduate Portfolio 2017-22 by Pranav Chaubal

ARCHITECTURE PORTFOLIO UNDERGRADUATE SELECTED WORKS | 2017-22

PRANAV ASHISH CHAUBAL I am Pranav Ashish Chaubal, I recently completed my graduation from Rachana Sansad’s Academy of Architecture. Architecture, in my opinion, is something that develops an intangible relationship with people by generating experiences that affect users’ lifestyles on a variety of scales while simultaneously changing its context in a variety of ways. This portfolio is a curation of works over the past five years. Working on these academic and extracurricular initiatives has helped me to hone various individual and teamwork skills. I want to contribute my skill set, grow it, and continue to learn.

EDUCATION 2017 - 2022

Rachana Sansad’s Academy of Architecture (Aided), Mumbai. C.G.P.I (Sem IX)- 8.66

2015 - 2017

S.S. & L.S. Patkar College of Arts and Science, Goregaon(w),Mumbai. H.S.C - 89.08%

2003 - 2015

Dr.Sarvepalli Radhakrishnan Vidyalaya ,Malad(w),Mumbai. S.S.C - 94.20%

PERSONAL INFORMATION G-8 / 14, Jankalyan CHS, Bangur Nagar, Goregaon(w), Mumbai - 400104.

+91 9820988227 English Hindi Marathi

3rd December 1999.

@pranavchaubal

pranavc17@aoamumbai.in pranavchaubal1999@gmail.com

Pranav Chaubal

SKILL SET

Autodesk AutoCAD

Google Sketchup

Vectorworks

Adobe Photoshop

Rhinocerous 3d

Microsoft office

Adobe Indesign

Chaos Vray

Sketching

Adobe Illustrator

Twinmotion

Model Making

PROFESSIONAL EXPERIENCE SJK Architects, Colaba, Mumbai

Dec '20 - May '21

Experienced in making GFC drawings, developing and resolving architectural details, presentation drawings, BOQ, coordinating with consultants and vendors when requisite, 3d modelling, being involved in the execution phase of two residential projects. •

Family Home - Nagpur, Maharashtra.

•

Courtyard House - Latur Maharashtra.

ACHIEVEMENTS AND EXTRA CURRICULUM COMPETITIONS NASA :

Louis I. Kahn trophy (2017-18) Documentation of Cooch Behar, West Bengal

Volume Zero :

Aquatecture (2018)

INSDAG:

International Cricket Stadium design in steel (2019-20) Shortlisted -(Top16 Nationals)

AAD Competition :

Sai Baba Temple Design (2020)

D.Y.Patil School of Architecture:

International Students Conference - Research in Architecture (2022) Research paper selected for publication

DOCUMENTATIONS WTV 7.0 :

Windows to vernacular - Documentation of Saur Village, Uttarakhand. (2019)

Study Tour : (First year)

Raghurajpur, Orissa (2017) Documentation of the Artist village of Raghurajpur.

Study Tour : (Second year)

Panchavati, Nashik (2019) Documentation of the Heritage precinct of Panchavati.

INSTALLATIONS Kala Ghoda Arts Festival :

Visual Arts Installation (2018-19) Theme - A measure of time.

Bombay Stock Exhcange :

Branding of the Event (2019) make the installation.)

Theme - Water Conservation (Reusing of waste plastic bottles to

WORKSHOPS CTBUH :

Tropical Highrise workshop (2020)

Illustrator workshop :

Adobe Illustrator workshop - By Ar. Mirza Kashif @themis_ill (2022)

ORGANISATION Student Council 2019-20 , 2021-22 :

DAC (Design Architecture Committee) Head Exhibition curation, Conducting workshops, Competitions guidance, Social Media Handling. All carried out in offline and online mediums.

EXPERIENCE CERTIFICATE

Date: 14.06.2021 Whomsoever it may concern Pranav Chaubal has worked with us at SJK as a trainee from 7th Dec’20 to 15th May ’21. During this period, he has worked on: Project 01: Family Home at Nagpur Assisted in updation of GFC Sections and Elevations. Interior layout options for a Guest Bedroom. Assisted in preparation and updation of GFCs for Beam Alignment Drawings, Civil Masonry Drawings for multiple levels. Assisted in preparation of ID presentation drawings for client meeting. Assisted in revising Jali drawings & in preparation of BOQ. Revising Staircase drawings. 3D modelling options for Jalis, Staircase, Courtyard posts, Door handles. Market survey for Door handles. Resolution of Roof by trying sectional options and coordination with consultants and roof vendors. Assisted in lighting layout options by updating and preparing RCP’s. Developing construction detail options for niches. Project 02: Courtyard House in Latur Assisted in updation of Plinth Beam GFC drawings for Master and Guest blocks. Assisted in preparation of Plinth Beam GFC drawings for Office, Entertainment, Dining blocks and Back of house area. Coordinating with kitchen vendor and collation of information. Preparation of presentation drawings for kitchen finish options. Assisted in preparation of Column Alignment GFC drawings for all blocks. Revising GFC details for Master & Guest Block. Assisted in preparation GFC details for Office Block and Back of House area. Assisted in updation of Site lineout drawing and Block Lineout drawing. We wish him the very best in all his future endeavours.

Shimul Digitally signed by Shimul Javeri Javeri Kadri Date: 2021.06.14 Kadri 11:59:59 +05'30'

Shimul Javeri Kadri Principal Architect – SJK Architects. Architect & Urban Planner (M.U.P –University of Michigan, Ann Arbor. COA # CA/86/9702 302/303, VEENA KILLEDAR INDUSTRIAL ESTATE, 10-14 PAIS STREET, BYCULLA(W), MUMBAI - 400 011 TEL:(91-22) 23008761/66, 23020467/0864 FAX: (91-22) 23090983 E-MAIL: design@sjkarchitect.com WEBSITE: www.sjkarchitect.com

LIST OF WORKS

1. FAMILY HOME AT NAGPUR

2. COURTYARD HOUSE

WORKING DRAWINGS

W.D. DETAILS

•

• • • • •

• • • • • • •

SECTIONS STAIRCASE JAALI BEAM ALLIGNMENT PLANS CIVIL MASONRY PLANS

SECTIONAL DETAILS STAIRCASE DOORS JAALI RAILINGS BEAM ALLIGNMENT DETAILS MASONRY DETAILS

• • • •

SETTING OUT PLAN BLOCK LINEOUT PLAN PLINTH BEAM ALLIGNMENT PLANS COLUMN ALLIGNMENT PLANS

W.D. DETAILS

PLINTH BEAM ALLIGNMENT DETAILS

PRESENTATION DRAWINGS •

INTERIOR FOR KITCHEN

PRESENTATION DRAWINGS •

INTERIOR FOR TOILET

MARKET SURVEY • •

DOOR HANDLES ROOFING

3D MODELLING • • • •

DOOR HANDLES JAALI TIMBER POSTS STEEL COLUMNS

B.O.Q. • •

JAALI RAILINGS

CONCEPTUAL SKETCHING •

NICHE CONSTRUCTION DETAILS

R.C.P. DRAWINGS Signature of Architect

CONTENTS 01

The Waste RE-Factory

Skill Development Centre

Celebration and business functions hub

Street Design - Recreational Cohesion

Technical Drawings

Family Home at Nagpur

Courtyard House

Louis I. Kahn Trophy

Windows to Vernacular

Kala Ghoda Arts Festival

Cricket Stadium Design in Steel (INSDAG)

Sai Baba Temple Design

Design Dissertation | Semester 10

Architectural Design | Semester 6

Architectural Design | Semester 5

Urban Design | Semester 7

Working drawings | Semester 6

Professional Practice | Semester 8 | SJK Architects

Documentation | Competition - NASA (2017 - 18)

Documentation (2019)

Installation | Competition - Visual Arts (2018 - 19)

Competition - INSDAG (2019 - 20) Shortlisted TOP 16

Competition - AAD Competitions (2020)

THE WASTE RE-FACTORY -Decentralising waste mechanisms of Mumbai city

Design Dissertation | Semester 10

Thesis Guide - Ar. Prof. Snehal Gaikwad Structure Guide - Ar. Hardik Dedhia Site - Pramod Mahajan Park, Dadar , Mumbai The dissertation research looked into the existing linear model of consumption as well as the workings of Mumbai’s centralised waste disposal system. As a result, these systems have been questioned, their implications assessed, and potentially viable techniques devised to address the concerns. The project attempts to decentralise and fragment the waste mechanism of Mumbai. The project’s purpose is to intervene at a smaller scale to address the larger issue of waste, concentrating on a neighborhood-level intervention that attempts to address the current linear consumption module. By bridging the gap between the public and small-scale semi-industrial firms, this project intends to highlight the importance of segregation at the source by turning waste disposal into a communal activity. This hybrid typology serves as a bridge between the circular model of consumption and the concept of offering a platform for consumers to engage with newer items that are manufactured from their old ones by creating a forum for them to engage with the recycled items . The concept is based on the fundamental notions of optimizing physical and visual connectivity through scale, therefore using architecture as a social messenger to raise awareness, and structurally addressing the concerns by focusing on design for disassembly principles.

Waste mechanisms in the city of Mumbai Insight into public infrastructure India currently has inadequate systems of public transport, housing, waste management, and access to public health and sanitation. ‘Public Infrastructure are the basic physical and organizational structures and facilities needed for the operation of a society or enterprise.’ google dictionary Fig 1. infrastructure classification (Source: Author)

Paradigm shift in public infrastructure

Fig 2. Public infrastructure -Aqueducts (Source: Author)

Fig 3. Public infrastructure -Municipal Asphalt Plant (Source: Author)

Historically, infrastructure was symbol of societal progress and were associated with technological advancement and magnificent beauty. The definition of this development in the contemporary context of fast urbanization, industrialisation, and subsequent environmental deterioration is looking into including public wellbeing in the process and understanding the need for adequate public spaces as a part of the urban infrastructure. Infrastructure has been a realm where architects have not intervened much. The role of an architect in industrial or infrastructural projects remains minor or non-existent.

The current centralised waste mechanism Primary Collection and transportation Door to Door collection through hand cart. Small covered vehicles pick this up from fixed locations

Secondary Collection and transportation Segregated waste goes to dry waste collection centres for further sorting

Transfer Station to Processing site transportation

Mulund Dumping ground

Kanjurmarg Dumping ground Fig 5. Mulund dumping ground 2000 (Source: Author)

Deonar Dumping ground

Sorting Compaction Material recovery compaction

Disposal Site Residue from the plant. The direct mixed waste brought in by the garbage trucks

Fig 4. The current centralised waste mechanism of Mumbai city (Source: Author)

Fig 6. Mulund dumping ground encroachment(Source: Author)

The processing of waste has been a majorly linear system because waste has been looked at as an end result and not as a resource. In Mumbai, the garbage disposal centers (landfills) are located in Deonar, Kanjurmarg, and Mulund, all of which are located on the city’s eastern outskirts. This demonstrates how these centers are cut off from any human connectivity, whether physical or visual, rendering them virtually invisible to the rest of the city. In the current process maximum amount of waste ends up in a landfill. These landfills are loacted at the city’s fringes. Transportation of large quantities of waste accounts for spending a large amount of money. which in turn creates havoc for the people near these landfills and simultaneously causing environemntal degradation. One of the major issues of such large scale transportation activity is that it becomes difficult yo sort out waste at larger scales, hence source segregation is the most prefered way of dealing with waste.

Fig 7. The waste cycle (Source: Precious Plastic)

Fig 8. The waste treatment hierarchy (Source:GOI swacch Bharat mission manual)

Proposal of a decentralised module WARD -P/N Area in sqm. - 1645

Rather than collecting large amounts of unsegregated waste, then transporting them and later segregating, it should be dealt at a smaller scale. These treated and segregated waste can be used as a resource or raw material by companies or small scale industries which operate on prinicples to maximise the reuse of materials. This would look at the model of a circular economy where the concept of waste is eliminated and it is used as a resource.

WARD -P/S Area in sqm. - 60 WARD -P/S Area in sqm. - 100 WARD -K/W Area in sqm. - 200

The waste that is collected does not directly go to the landfill but it is transported to other facilities before it is finally taken to the landfill . The collected dry waste is taken to the Dry waste segregation centres (DWSC) where the dry waste is sorted out and sent for further processing to the respective units.

WARD -K/W Area in sqm. - 140 WARD -K/W Area in sqm. - 200 WARD - K/E Area in sqm. - 581

Only the segregated dry waste is brought to these interventions. The dry waste mixed with the wet waste is either directly taken to the landfills or is brought to the Refuse transfer stations (RTSs).

WARD -H/E Area in sqm. - 120

WARD -H/W Area in sqm. - 800 WARD -G/S Area in sqm. - 75

There are a total of 46 DWSCs minimum one per ward and 3 RTSs located at Mahalaxmi, Versova and Kurla. These DWSCs are either operated directly by MCGM or leased out to NGOs. DWSCs with contrasting contexts where one is secluded and cutoff from daily commute paths, whereas the other is highly accessible. Thus assessing the impact it has on the awareness of the people in its context.

WARD -G/S Area in sqm. - 40 WARD - F/S Area in sqm. - 15 WARD - E Area in sqm. - 25 WARD - D Area in sqm. - 81 WARD - B Area in sqm. - 39 WARD - A Area in sqm. - 4849

Fig 10. A possible Decentralised System (Source: Author)

Fig 9. Dry Waste Segregation Centres in Mumbai (Source: Author)

The case of existing waste segments There is a lack of knowledge that these segments exist within the urban fabric. These even though existing within the city have been placed in a way that there is minimum visual and physcial transaction between these spaces and the general public.Thus an attempt was made to study these existing segments with respect to their context. Selecting two DWSCs with contrasting contexts where one is secluded and cutoff from daily commute paths, whereas the other is highly accessible. Thus assessing the impact it has on the awareness of the people in its context. DWSC of P/S ward

Location - Goregaon(W), Under Veer Savarkar Flyover Stakeholders - MCGM No of waste collectors associated - 5 Site Area - 100sqm. Daily Waste intake - 3400kg ap.

Fig 11. Goregaon west (P/S ward) DWSC location (Source: Author)

Fig 12. Goregaon west (P/S ward) DWSC approach (Source: Author)

Fig 13. Visual connectivity (Source: Author)

Fig 14. The trash in context (Source: Author)

DWSC of E ward

Location - Near Mahalaxmi racecourse Stakeholders - Stree mukti Sangathna No of waste collectors associated - 6 Site Area - 100sqm. Daily Waste intake - 1020kg ap.

Fig 15. Mahalxmi (E ward) DWSC location (Source: Author)

Fig 17. Wall as a visual informer (Source: Author)

Fig 16. Mahalxmi (E ward) DWSC approach (Source: Author)

Fig 18. Informative elements (Source: Author)

The P-ward DWSC is physically secluded and visually disconnected from the daily life of people. The E-ward DWSC , which is more public in nature , establishes its presence both phycisally and psychologically contact with the locals on a daily basis. Hence higher rates of segregationa as high as 30% more than usual were recorded by the Mahalaxmi DWSC. 11

About the site

Pramod Mahajan Park is located in G/N ward, Dadar west near the Dadar wholesale flower market. It is located in a locale of very high influence with major landmarks around the site like the Dadar flower market, Manish market, a busy residential and mixed typology. The site is much more accessible to the pedestrians now due to the current street project that is transforming streets along the Senapati Bapat marg. The edges correspond to completely different setups, allowing the site to visually interact with both edges thus making it possible to send across the message the intervention tries to convey through the project.

Fo o t o v e r bridge

informal back entry SWD

Department building

Manish market (cloth market) Dadar Flower market

1. SITE AND CONTEXT ENTRY POINTS

STP Electric substation

Main nursery canopy Redundant strcutures

3. BUILT FORM USAGE 12

2. IMMEDIATE CONTEXT AND BUILT FABRIC

4. SITE PROFILE OVERLAYING ALL FACTORS

Programme

Waste generation Collect and transport

The stimulation of the basic idea for the programme is to move away from the current linear and open ended system of consumption to a more circular and closed loop system.

Lesser generation of waste

Waste generation

Collect and transport

Reusing

Segregation at source

Collection center

Reduction at source

Sort and transport Generating public awareness

Collection

Transfer station Unrecyclable/ Inert waste

Recyclable waste Recycling center

Landfill Unrecyclabl e residue

Current centralised system

Recycling center

Transport to neighborhood facility

Treated and processed waste

Material based research

For newer materials

Partially to research Sorting/ Processing

Within the facility

Majority to new

Proposed DEcentralised system Lesser generation of waste

Waste generation

Collect and transport

Reusing

Segregation at source

Reduction at source

Generating public awareness

Collection

Transport to neighborhood facility

Material based research

For newer materials

Partially to research Sorting/ Processing

Within the facility

Majority to new

Proposed DEcentralised system

49.90%

PROGRAMME INTENTS

Engage

PROGRAMMES

5.90%

32.40%

21477kg/month

Educate

Empower

Community/ Public Interface

The Market interface

Public square / Community gathering space

The RE-market

The park interrvention interface

3020kg/month

Encourage

Revenue generator

Support

Management

Innovation

The Life of Discard

Co-creative spaces

Collection spaces

MCGM/ALM workspaces

Material Exploration spaces

Sorting spaces

NGO workspaces

Exhibition space

15%

Active street intervention interface

11.80%

2079kg/month

12263kg/month

25%

The RE-makery (recycling spaces)

Canteen

The UP-cyclery – Upcycling pacees

Zero waste Cafe

35%

15%

GOVERNING STRATEGIES ACTORS IN THE NETWORK

Celebratory Consumers

Recreation and exchange Rag pickers

Market vendors

Fun

Socially interactive machine NGOs

Designers

Design for behavioural change Artists

ALM

MCGM Officials

Design Massing and Evolution

1. RETAINING THE EXISTING STRUCTURES

2. CENTRAL SPINE REDIRECTING PEDESTRIAN FLOW

3. DEMARKATING PUBLIC AREAS WRT ACTIVITY MAPPING

4. ALLOCATING BASIC ZONING AND MASSING

5. DEFINING PUBLIC, SERVICE ENTRY POINTS AND ESTABLISHING PARKING ZONE WITH VEHICULAR CIRCULATION

6. STRUCTURAL EXPRESSIONISM AS THE KEY FACTOR OF DESIGN TO DEFINE THE ARCHITECTURAL LANGUAGE

LEGEND

RE-Makery Plastic

UP-Cyclery

Office spaces

RE-Makery Fabric

WaREhouse

Cafe

RE-Makery Paper

RE-Market

RE-factory Zoning

Journey of a discard in RE-Factory waREhouse UP-cyclery RE-makery RE-market

The journey of discard in the RE-factory is circular in nature as it enters the site and leaves it as a completely different prospect than how it had been recieved and will again enter the RE-factory as something else. This is symbolic of how a circular economy works where the material is reused into some thing new thus reducing the need for virgin materials

LEGEND Plastic Fabric Paper Glass 15

Axonometric The south side thus houses the solar panels contributing to fulfilling the energy requirements of the RE-factory

This retained structure opens up to the public creating a sense of empowerment due to its large volume.

A central courtyard houses the vertical transportation while simultaneously segregating the public and private accesss

Y-columns are used to allow for larger spans, these angular members continue to house the north light truss thus creating a structural harmony.

The portal frames creat for the daily commuters a framework to the tran produce of the RE-makery

The steel framework of the market space attempts to continuing the language of the portal frames on a smaller scale

Continuing the language of the portal frames into the waREhouse

te an alternate public passage simultaneously also serving as nsportation mechanism for the y and UP-cyclery

Components of the Waste RE-Factory Collection Atrium - Collectarium The collectarium creates an intriguing public interface with colour as an element to draw attention and better corelate by using colour coding on a large scale. This is a large volume space generating an empowering feeling for the disposer.

Street Interface to RE-Factory

The Collection Atrium appeals to the public with its large scale and vibrant colours

The sorting Pit

The sorting pit owing to the colle sorted material based on the ba disposal. Coming through the sorting pipes element of design. The large area o for the sorting to be more efficient a

ectarium gets 1st level asic categorization of

s which also form an of the pit further allows and quick.

The discard conveyor The conveyor belts transport this 2 level of sorted discard into the upper spaces of RE-makery and UP-cyclery . These also create framed pathway leading into the site

Components of the Waste RE-Factory

The Cart The cart carries 4 boxes at one time on the rails suspended from the portal frames.

Entrance to the RE-Factory

The Portals create a welcoming gesture intriguing the commuters by the carts overhead

The Transcart spine The portal frames of the spine act as a support system to transport the storage carts from the RE-Makery and UP-cyclery spaces to the waREhouse. These also create a passageway for the people that are transitioning across the site trough the central pathway.

Ground Level Plan

Collectarium

Sorting Pit

Level 1 Basic sorting done at source by materiality

5 10

Public Square

Level 2 Sorting of the deposited discard

As a transition function to existing park

1 2 3

5 6 7

8 10 9 10

Public - RE-factory interface

11 12 24 25

Th et

ran

26 28

sp ort

29 31

20 15

Public square extension

As an extended area for public activities and pause point in the transportation spine

RE-Market

A platform that allows the repurposed goods to be reutilised

ine

Cafe and other functions

19 18

Storage waREhouse and ancillary functions Pumproom Biogas Flower waste and UGT plant recycling workshop

Public square view

The public entry along the spine is highlighted by the scissor staircase, glass lifts and the emerging of cart tracks.

LEGEND A. Collectorium

1. The entry 2. Weighing and scaling 3. Deposition and collection

B. Sorting Pit

4. Unloading zone 5. Sorting space 6. Loading Zone

C. Public Square

7. Park connector 8. Bicycle shredder 9. Event space 10. Public access to UP-cyclery 11. Staff and personell access 12. Public access stair and elevator

D. RE-Market

13. Transport spine frontage shops 14. Internal shops 15. Garment Retail shops 16. Exhibition space 17. Central courtyard 18. Trial rooms 19. Toilets 20. waREhouse access 21. Parking

E. Public Square Extention 22. Open space 23. Stepped seating

F. Cafe and Commercial functions 24. Existing toilets 25. Emergency room 26. Cafe reception 27. Open seating 28. Covered seating 29. Stepped seating 30. Food counter 31. Kitchen prep area 32. Storage 33. Loading/ Unloading 34. Office Entry lobby

G. Storage waREhouse 35. Admin area 36. Assembly area 37. Toilets

First Level Plan

Collectarium

The sorted materials come into the RE-Makery spaces via the conveyor belts from the sorting pit

Level 2 Sorting of the deposited discard

UP-Cyclery

Products that can be upcycled are identified in the sorting pit and sent up for upcycling

3 5

4 1

6 2

7 8

1 1 5

4 3

8 8 7

2 10

Public - RE-factory interface

6 4

5 3

Th et

ran

sp ort

ine

Cafe and other functions

9 10

Public square extension

As an extended area for public activities and pause point in the transportation spine

RE-Market

A platform that allows the repurposed goods to be reutilised

RE-Makery

Sorting Pit

Level 1 Basic sorting done at source by materiality

5 10

Storage waREhouse and ancillary functions

RE-market exhibition space

The recycled goods appeal to the people passing by through the large display space of the RE-market

LEGEND A. Collectorium B. Sorting Pit C. RE-Makery Plastic

1. Recieve and wash 2. Colour and type storage 3. Shredding workspace 4. Shredded material storage as space seperator 5. Shredded material storage as facade element 6. Injection, extrusion and sheetpressing space 7. Assembly 8. Designer workspace

Fabric

1. Recieve and wash 2. Sewing Cutting 3. Garment to Garment Recycing

Paper

1. Recieve 2. Shredding 3. Pulping 4. Sheetmaking 5. Fabric mixing 6. Sheetpressing 7. Sheet straightner 8. Sheetcutting 9. Co-creating setup 10. Printing 11. Designer workspace

E. Storage waREhouse

9. Cart recieving platform 10. Vertical object trasporter 11. Staff common breakout space 12. Storage space

F. RE-Market G. Public square extension H. Cafe and commercial functions

D. UP-Cyclery

1. Plastic upcycling 2. Fabric upcycling 3. Paper upcycling 4. Glass upcycling 5. Produce storage 6. Cart departure bay 7. Stepped seating 8. 3D printing, laser cutting workshop 25

Street Elevation

Collectorium Sorting-pit RE-Makery UP-Cyclery

Park Elevation

UP-Cyclery

Transport spine

RE-Makery

13.05m

9.9m

5.4m

Cafe Offices RE-Market waREhouse

13.05m

8.4m 6.9m

0.9m

Sorting Pit

Collectorium

Section AA’

13.05m 9.9m

5.4m

Collectorium frontage

Section BB’

Collectorium

Sorting Pit

13.05m

8.4m

5.4m

Parking Lot

RE-Market entry

The Courtyard

RE-Market Exhibitio

RE-Makery

Shop frontage

The Courtyard

Transport Spine

UP-Cyclery

Suspended Staircase Details

The Staircases are suspended to achieve a minimum footprint on the ground thus reducing the demolition debris and aligning with the idea for design to disassembly

Detail- Suspended staircase isometric

RE-Makery Structural Anatomy

Y-columns are used to allow for larger spans, these angular members continue to house the north light truss thus creating a structural harmony. 30

A Detail- RE-makery Structural isometric

2000

20mm dia. tension rod to hold staircase by pin joints Pin joint connecting midlanding beam to intermediat trusses by tension rod. Intermediate trusses of 100x150mm at 2m c/c for recieving suspended staircase via pin joint. 50mm thk plate to recieve the pin joint connected to midlanding beam M.S. pin joint connecting midlanding beam to column 250x350mm builtup sections angular beam.

the

M.S.box

Intermediate I-section as stringer beam and seperator 200mm deep channel section as stringer beam for staircase suspensed to the truss Y Columns with 400x300mm trunk and 250x300 branches mm builtup by using M.S. box sections connected to foundation via pin joint

Detail @A- Suspended staircase Solar panels on the south sloping roofside, covering an area of 3900sq.m. generating 2670m kwh/ day. 3m deep north light truss with 10mm thick high performance glass with a low ‘E’ value. 75x125 mm box section purlins to support the solar panels. 100x150mm M.S. box sections in warren truss style arrangement with 4m c/c on either slopes of the roof 600mm wide fins of recycled palstic sheer with aluminium framework at 600mm c/c on east facade acting as a shading device Sliding windows above 1200mm for allowing controlled natural ventillation . 1200mm high fixed glass in association with the plastic shredding storage as a facade element 200x1000mm warren truss spanning 22m connected to columns via pin joints 400X300mm builtup sections beam.

M.S.box

Y Columns with 400x300mm trunk and 250x300 branches mm builtup by using M.S. box sections connected to foundation via pin joint

Detail @A- RE-makery 31

02 Skill Development Centre Architectural Design | Semester 6

Guide - Ar. Mahesh Nilakh Site - Jodhpur, Rajasthan The Skill Development centre aims to produce skilled, self-supporting professionals contributing to national progress with individual expertise. This centre intends to promote ‘Gandhian Principles’ , advocate it further at various national and international levels for it to spread into the world order. Thus when designing this sensitive and intensive piece of architecture, the challenge was to understand the direct and indirect attributes of Gandhian philosophy and their relevance in the current scenario. Then acknowledging these attributes by balancing them in the architecture presented.

SITE AND SITE CONTEXT

GANDHIAN PHILOSOPHY

The site is located in Jodhpur,Rajasthan. It is along National Highway in vicinity with other centres of learning. Some of the centres along the highway are IIT Jodhpur, NIFT Jodhpur. There is a stone crusher and numerous brick kilns within 2km radius.

One of the main agendas of this institution related to Gandhian principles is to promote one’s skills, producing self -supporting professionals, who contribute to the national progress. Understanding the direct and indirect attributes of Gandhian Philosophy and its relevance in the current scenario and balancing of these attributes in the architectural sense. POROSITY

SELF RELIANCE

Visual and physical connectivity

Material within close vicinity

TRANSPERENCY

SUSTAINABILITY

True nature of materials

Passive colling techniques

Source - Google Maps

1. CREATING A FOCAL POINT

2. SEGREGATION OF PUBLIC AND PRIVATE FUNCTIONS

PR I

P P

3. CREATING ALLEYS FOR WIND PASSAGE AND FURTHER SEGREGATION

4. ZONING OF PUBLIC (P), INSTITUTION (I) AND PRIVATE (PR) FUNCTIONS

5. ESTABLISHING INTERNAL CONNECTIVITY

6. FINAL FORM- FLUID NATURE OF PUBLIC STRUCTURED NATURE OF PRIVATE

22 19 23

18 16

10 9 11

7 14 21

1 5 6

13 20

Ground Level Plan Cut@3.00

A’

25m

N A

LEGEND PUBLIC ZONE 1.Entrance Foyer 2.Reception 3.Back Office 4.Common Toilet 5.Conference Room 6.Library 7.Exhibtion Space 8.Amphitheatre 9.Cafeteria 10.Auditorium 11.Museum 12.Auditorium drop-off

INSTITUTION ZONE 13.Institute Entry 14.Public Avenue 15.Gem Art 16.Jewellery Making 17.Dance zone 18.E-Commerce 19.Culinary Arts

ACCOMODATIONS

20.Boys accomodation 21.Girls accomodartion 22.Dean accomodation 23.Faculty accomodation

Roof Plan

A’

Sectional Perspectives

Entrance to In

Central Op 36

nstitute Zone

pen Space 37

180MM THK 3 LAYERED BRICK TILE VAULT (EACH LAYER BRICKS 40MM PERPENDICULAR TO ADJACENT)

THK

CURVED ROOF USING RADIANT COOLING TECHNOLOGY.

(EXTERNAL CONVEX SCATTERS HEAT. INTERNAL CONCAVE HELPS CONCENTRATE THE COOLING.)

100MM THK HOLLOW BRICK LAYER ALLOWS RADIANT COOLING PIPES TO PASS THROUGH 900MM CHAJJA PROTECTS UPPER WINDOWS FROM SUNLIGHT ALSO ACTS AS A GUTTER

PIVOT WINDOWS AT TOP FOR VENTILLATION TRAPEZOIDAL RCC FINS SHADE THE BIGGER WINDOWS.

SUPPORT THE CHAJJA EFFECTIVELY TAKING LOAD OF THE BRICK VAULTS

End Wall Detail (Climate response, Vault system-Beam Junction, Chajja and Gutter)

Section AA’ 38

180MM THK 3 LAYERED BRICK TILE VAULT

(EACH LAYER BRICKS 40MM THK , PERPENDICULAR TO ADJACENT)

CURVED ROOF USING RADIANT COOLING TECHNOLOGY.

(EXTERNAL CONVEX SCATTERS HEAT. INTERNAL CONCAVE HELPS CONCENTRATE THE COOLING.)

R.C.C. PEDESTAL RECIEVING THE CATALAN VAULTS

ANCHOR REBARS 16MM DIA

(TO ANCHOR BRICK REINFORCED VAULT INTO PEDESTAL.)

R.C.C. Pedestal Detail (Catalan vault Foundation Junction) Main Entry

+11.5m

+8.5m

+0.0m

Axonometric

BRICK REINFORCED ROOF THE INSTITUTE ZONE FOLLOWS A FORMAL LANGUAGE WITH STARK HORIZONTALS AND VERTICALS IN THE FORM OF TRAPEZOIDAL BEAMS AND COLUMNS. PUBLIC ZONE FOLLOWS A FLUID LANGUAGE DEFINED BY THE USAGE OF CATALAN VAULTS

FUNCTIONS CENTRAL PUBLIC AVENUE SEGRERATING THE PUBLIC AND PRIVATE FUNCTIONS. INSTITUTE FUNCTIONS IN CLOSE VICINITY TO PUBLIC AND PRIVATE FUNCTIONS.

PUBLIC FUNCTIONS NEAR THE MAIN ENTRY. ACCOMODATIONS AT THE FAR ENDS

03 Celebrations and Business Functions Hub Architectural Design | Semester 5

Guide - Ar. Mahesh Khanolkar Site - Queens Lawn, Borivali, Mumbai The project, intensive in its approach, with varied styles, themes, conceptions and planning ideas, demanded dynamic spaces filled with aura and elegance stimulating the right environment for ‘celebrating’ memories and moments. This was to be achieved by employing inspiration and spirit of architrectural style/ concept drawn out of the design language, features and overall reflections of a famous architects practice. It was expected that the project be approached in two stages Stage 1 : This stage demanded the study of the works of some of the famous architects and lasting influences of their innovative and individualistic architectural styles. Stage 2 : Designing the project incorporating the language of a selected architect and improvising on the philosophies while simultaneously planning and creating the same spirit as that of the studied architect.

SITE AND SITE CONTEXT Queens Lawn is located in Borivali,Mumbai. It is located along the linking road and is in vicinity to other resorts and banquet halls . It has Eskay Resorts to its north-west, Saffron Banquets to its north-east ,Rani Laxmibai Joggers Park to the east.

SELECTED ARCHITECT Ar. Charles Correa Studying the works of Sir Charles Correa , his ideology, design approach and principles were understood which became the source of inspiration for the concept of this Celebration space. Some elements from his ideology that were translated into this design are as follows COURTYARDS

HORIZONTALITY

For interaction

Using architectural elements for visual connectivity

GRID

LEVELS

Breaking the grid to create spaces

Using the dynamics of levels for interactions

Source - Google Maps

1. CONE OF VISION AFTER ENTERING THE SITE

2. ESTABLISHING AXIS BASED ON CONE OF VISION

3. GENERATING A GRID BASED ON THE VISION AXIS

4. ARTICULATION OF THE FUNCTIONS INTO THE GIRD

5. ALIGNING THE FIRST SMALL HALL TO THE AXIS OF ENTRY

6.VOLUMETRIC INCREASE ALONG THE AXIS OF VISION

A N 3

9 7 8

B' LEGEND

1.Main Entry 2.Small Hall drop-off 3.Small Hall 1 4.Small Hall 2 5.Fine Dine drop-off 6.Fine Dine 7.Medium, Large Hall drop-off 8.Medium, Large Hall Foyer 9.Ground Parking 10.Loading - Unloading 11.Central Kitchen 12.Back Office

Ground Level Plan Cut@3.00

10m

6 5 7 1 2

B' 3

LEGEND

1.Medium, Large Hall drop-off 2.Common Lift lobby 3.Large Hall foyer 4.Large Hall 5.Medium Hall foyer 6.Medium Hall 7.Common Courtyard 8.Open space - Medium Hall

First Level Plan Cut@3.00 46

10m

MEDIUM HALL (FOR 500) LARGE HALL (FOR 1000)

SKYLIGHTS

TO ENSURE LIGHT AND PROVIDE A LARGE VOLUME

SMALL HALLS (FOR 100-150) FINE DINE (FOR 150) BACK OFFICE

PARKING

Axonometric 47

Section AA’

Section BB’

+18.1 m +15.2 m +10.1 m

+ 4.1 m + 0.0 m

- 3.6 m

+17.6 m +13.6 m

+4.8 m

+0.0 m

-3.6 m

04 Street Design - Recreational Cohesion Urban Design | Semester 7

Guide - Ar. Shekoba Sanap Site - Bangur Nagar, Goregaon, Mumbai The goal was to understand and facilitate efficient pedestrian and vehicular movement while celebrating various interactions that take place on the street and preparing maps indicating the street network, figure and ground, building use, vehicular intensity and street infrastructure. The site chosen is a street in Bangur Nagar, Goregaon West. The low vehicular intensity of the street provides an opportunity for people to claim the public space for a multitude of activities such as cycling and jogging without being inconvenienced by vehicles. However, at the same time, by night, the lack of human activity creates a rather unsafe atmosphere. To cater to the above mentioned observations, the design proposes the following elements: Street Park: Transforming the street end into a park which could serve as a gathering space and recreational area. Jogging track and Seating spaces: Dedicating a zone for residents to jog ,walk and sit by segregating it from the vehicular movement. Parking Spaces: Considering the need of various user groups for parking on the street, a dedicated parking zone has been provided. Cycle track and Pedestrian Walkway: Segregating the vehicular traffic and creating a cycling loop for residents to cycle especially during evening and night hours. The overall objective of these elements is to activate the redundant and lesser used pockets of spaces on the street to serve the needs of the local residents. The idea is also to minimise any kerfuffle between pedestrians and vehicles. Infrastructural refinements such as raised pedestrian crossings, ramps, visual street dividers, curb bulbs and seating have also been introduced onto the street.

SITE -Bangur Nagar and Motilal Nagar, Goregaon (w), Mumbai

Street Selection

Selected Street

Initial Ideas

Allowing vehicular thoroughfare incorporating safety elements such as curb bulbs, raised pedestrian crossing

Increased pedestrian walkway width, Side seating spaces utilised by pedestrians, joggers.

1. PEDESTRIAN WALKWAYS- ensuring pedestrian safety 2. CYCLING LOOP - continuous cycling path that ensures cycler safety activited mainly in early morning and evening time. Connects to different parts of locality 3. JOGGING TRACK - Allowing for pedestrian thoroughfare and activating as a dedicated jogging,walking space in the evening for the residents. 4.PARKING SPACES - Relocation of the informal parking on the streets retaining its shade by trees on either sides. 5. STREET PARK - Treatment of the dead end of the streets by restriction of vehicular movement to allow for activites such as play , gatherings

Master Plan

STREET WIDTHS A - 18.3m B - 16.6m C - 15.6m D - 16.6m

D 53

Programme Overview

Street Park

Jogging track and seating

Transforming the street end into a park which could serve as a gathering space and recreational area.

Dedicating a zone for residents to jog ,walk and sit by segregating it from the vehicular movement.

Cycle track and pedestrian walkway

Parking spaces

Segregating the vehicular traffic and creating a cycing loop for residents to cycle especially during evening and night hours

Considering the need of various user groups for parking on the street, a dedicated parking zone has been provided.

10 9 12 3 4

10 11

12 6 78

Master Plan

Street Plan

9 11

1.5m 0.6m 3m 1m

Street 3d

Elements of Design Street Elements

1. 1.5m wide clear walkway 2. 0.6m wide frontage zone 3. 3m wide two way cycle track 4. 1m wide plantation segregating cycle and other vehicles. 5. 6m wide two way carraigeway 6. 2m wide parking zone 7. Bio-swales for SWD 8. 2.4m wide two way jogging track

Safety/ Comfort Elements 9

10 11

9. Raised Pedestrian crossing 10. Ramps (Universally accessible) 11. Visual street dividers 12. Curb Bulb

Key Considerations 7

5 Street 3d

6 2m

8 1.2m 2.4m 0.9m

1. A continuous cycle track in a loop near the pedestrian walkways to minimise vehicular interference. 2. The pedestrian walkway forms the innermost loop, shaded by the adjacent buildings and trees. 3. Parking spaces for incorporating the existing parking and avoid inconvenience due to lack of parking space. 55

DOUBLE ANGLE SECTIONS BACK TO BACK

80 M

ALTERNATIVELY ATTACHED ON EITHER SIDE OF GUSSET PLATE

Technical Drawings 850

450

(SPAN 5500MM) RESTING ON BOX SECTIONS SQUARE BOX SECTIONS (50x50MM @450MM c/c) STEEL TRUSS RESTING ON R.C.C. COLUMN COMBINED WORKSHOP B60 STEEL TRUSS (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) M.S GUSSET PLATE (10MM THK) PLACED ON TOP CHORD OF TIEBACK=4290 CONNECTS DIFFERENT MEMBER BY NUT-BOLT SPAN=7300 R.C.C. BEAM (230x450MM) TOP CHORD ISA 6565 (10MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK WITH 25MM EXTERNAL PLASTER

B103

450

N OF NORTH LIGHT TRUSS 1:20kamat Guide - Ar. SCALE Nakul

450

B93

MANGALORE TILES

PERFORMING AREA

540

B103 R.C.C. BEAM (230x450MM)

CONNECTS DIFFERENT MEMBER BY NUT-BOLT GENERAL NOTES

SELFDRILLING

1) All R.C.C. dimensions are in 'millimeters' unless STEEL TRUSS RESTING ON COLUMN

450

WELDED TO COLUMN REBARS

A-4

SHEETS

M.S GUSSET PLATE (10MM THK) M.S. BASE PLATE (280x500MM 20MM THK)

RESTING ON TIMBER BATTENS

Site - Panchavati, Nashik

DETAILED SECTION OF WOR ZINC-AL 2

25°

MANGALORE TILE (260x540MM)

PRODUCED BY AN AUTODESK 40 STUDENT VERSION

ANGLE CLEATS ISA 6565 (10MM THK) ISA 5555 (8MM THK) A-403d CONNECTS THE TRUSS TO COLUMN ANGLE STRUTS ALTERNATIVELY ATTACHED ON EITHER SIDE NUT BOLTED TO GUSSET PLATE 360 10 OF GUSSET PLATE NUT BOLTED ON M.S. PLATE

450

BEDDED MONOPITCH RIDGE PIECE (270x520MM) BOTTOM CHORD ISA 6565 (10MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK MANGALORE TILE (260x540MM) CONNECTS DIFFERENT MEMBER BY NUT-BOLT

M.S GUSSET PLATE (10MM THK)

120

2150

SPAN=6050

PRODUCED BY AN AUTODESK STUDENT VERSION

Working Drawings | Semester 6 B93

550

25°

AREA

ANGLE STRUTS ISA 5555 (8MM THK)

specified

(ANGLE CLEAT NUT-BOLTED M.S. PLATE) STEEL BOX SECTIONS (50x50MM @450MM c/c) 2) The TO drawing is not to be scaled. The 230 The Semester 4 Architectural Design project was carried dimensions are strictly SCREWS PLACED ON TOP CHORD OF STEEL TRUSS WITH 25MM EXTERNAL PLASTER 230 to be followed. SPAN=6050 R.C.C. BEAM (230x450MM) TO TOP CHORD) forward for making of Working drawings and(WELDED further detailing. 3) All levels are unfinished levels unless HALF ROUND PVC PIPE GUTTER

C5- 230x500

ANGLE CLEATS ISA 6565

940 1000 2210

1650

7000

1270

280

990

02 A-201

TERRACE DETAIL 09

3900

450

3140 24890

3070

2210

1650

W1 1080

1600

5150

1500

2190

350

1010

280

w.c. 1650

370

450

1410

C66- 230x500

450

W1 1380

1290

C24- 230x500 C67- 230x500

100

LEGENDS :

C27- 230x230

C28- 230x230

C29- 230x230

C30- 230x230

C31- 230x230

280

ACADEMY OF ARCHITECTURE EXTERNAL FLOORING

TILE DROP SIGN AND STAMP COLUMN

12 1270

990

50 150 100 NORTH

PROJECT NAME:

ROLLSHEET NO.TITLE:

GROUND FLOOR ARCHITECTURAL PLAN

SCALE : 1:50

NAME : PRANAV A SEMESTER 6

7190

1270

230 MM THICK BRICK WALL 08-04-2020 500MM THICK BRICK WALL

6900

FFL=+1.05M

A - 101

NAME : PRANAV ASHISH CHAUBAL PANCHAVATI ANE 150 MM THICK BRICK WALL

C70- 230x500

SEMESTER 6

02 A-301b

SHEET NUMBER:

6750

C69- 230x500

REVISION

PANCHAVATI ANECDOTES GROUND FLOOR ARCHITECTURAL PLAN

SCALE : 1:50

450

230x500 C68-C25230x500

DATE

PROJECT NAME:

SHEET TITLE: 02

1600

500

1410

710 810

170

2490

660

W.C.

C18- 230x230

1290

IPS FLOORING 280

1300

280

REVISION TABLE

B22

C14- 230x500

950 1200

FFL=+0.9M SSL=+0.86M C17-850 230x230

450

1290

C65- 230x500

C60- 230x500

C13- 230x500

STONE TILING

710

C53- 230x230

7000

C59- 230x500

IPS FLOORING 3090

CERAMIC TILING

W1 1230

CONNECTS VERTICAL STRUTS TO TOP CHORDS AND ANGLE STRUTS BY NUT BOLTS

C9- 230x500

FFL=+1.50M UFL=+1.46M

(1.6M WIDE) FFL=+0.15M

900 WAITING AREA800 D5

C16- 230x230

280 380

370

940

1800

M.S GUSSET PLATE (10MM THK)

12050

620

P W.C.

C52- 230x230

1990

to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications required to be done prior to the commencement of work. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects

T.W. SKYLIGHT (150MM THK) SCALE FRAME 1:10 FIXED ONTO THE TRUSS BY NUT BOLTING

C44- 230x230

850

7190 4100

280

A-403g

940 1000

980

1280

C43- 230x230

07 08

800 710

710

C15- 230x230

CENTRAL COURTYARD PAVER BLOCKS

08-04

2070

ACADEMY OF ARCHITE

SIGN AND STAMP

4100

3850 1620

26300

2820

6900

FFL=+0.6M 3070

4.0 M WIDE ROAD

C32- 230x500

1720

2050

3600

5900

26460

1600

710 810 3100

280

1270

1990

IPS FLOORING

TILE DROP

COLUMN

28MM THK DOUBLE GLAZED UNIT MOULD 10MM DEEP

BEAM DRIP FIXED INTO T.W. FRAME LEVEL=+0.0M 10

D10

FFL=+3.0M SSL=+2.96M

3350

RECEPTION

FFL=+0.15M SSL=-0.07M

C62- 230x500

TEMPLE PLINTH

C37- 230x230

1800

FFL=+0.75M 02 SSL=+0.65M A-301a

C36- 230x230

C7- 230x500

C8- 230x500

HIS

SLATE TILING

1200

1800

SERVICE ALLEY

FFL=+0.15M D5 SSL=-0.07M 710 810

1570 450

1150 1250

11C51-12230x500 13 14

13 14

2300

370C23- 230x500 380

1110

C64- 230x500

280

C35- 230x230

C6- 230x500

C47- 230x500

EXTERNAL FLOOR

@ 4200MM c/c (150MM THK)WITH 25MM EXT.PLASTER GENERAL NOTES 11 ATTACHED TO TOP CHORDS BY GUSSET PLATE 1) All dimensions are in 'millimeters' unless R.C.C. BEAM (230x450MM) specified 2) The drawing is not to be scaled. The WITH 25MM EXTERNALdimensions PLASTER are strictly 26300

C34- 230x230

3100

1150

1650

3850

B22

C58- 230x500

1620

PANTRY

230x500 CERAMIC C12TILING 400 810 280 710

1200

500MM THICK BRIC

10MM THK WATERPROOFING 100MM BBC FOR SLOPING VERTICAL STRUTS ISA 5555 (8MM THK) R.C.C. TERRACE SLAB 12

C42- 500 DIA

135°

1010

1270

SCALE PASSAGE 1:5

(3040x1570MM) HER FFL=+0.15M FFL=+0.13M IPS FLOORING SSL=-0.07M

N W.C.

FFL=+1.35M SSL=+1.31M

1220

C22- 230x500

5830

C63- 230x500

280

990

710

280

1270

550

15 40 550

810

STEPS

1610

C50- 230x500

C57- 230x500

3040

280

IPS FLOORING

C61- 230x500

280

1270

135°

C46- 230x500

STONE TILING

1070

UP FFL=+0.9M SSL=+0.86M

1010

6200

C70- 230x500

3620

C5- 230x500

50 UP

DISPLAY AREA

C54- 230x500

550

45°

5150

460 1350 8060

IPS FLOORING

FFL=+0.60M SSL=+0.56M

1300

(6200x2940MM)

1480

1050

C49- 500 DIA

C56- 230x500

280

02 FFL=+1.35M

10560

FFL=+1.05M

IPS FLOORING

1050

03 02

C31- 230x230

2340

C21- 230x500

525

800

2200

3350

1820

LIPS FLOORING

C30- 230x230

1410

1300

SHOP 24 (3100x2200 MM) 25 FFL=+0.75M 26 SSL=+0.71M

K 01

C45- 230x500

1300

1520

3100

2050 1950

11440

22 23

1050

03 02

2050

1250

C29- 230x230

LEGENDS :

150 MM THICK BRIC

230 MM THICK BRIC

DOUBLE ANGLE SECTIONS BACK TO BACK

C28- 230x230

1620

6900

1670

3070

12050

525

550 230

IPS FLOORING

ROUGH TEXTURED,ANTI SKID

TOP CHORD ISA 6565 (10MM THK) 25MM THK SCREEDING

100

1350

1200

1050

H C41- 230x500

FFL=+1.35M SSL=+1.31M

1890

1330

C25- 230x500

100 100

1410

2300

C11- 230x500

C69- 230x5001150

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

525

550

C55- 230x500

C24- 230x500

450

C27- 230x230

DETAIL OF SKYLIGHT A-403c 07

1290 1290

2340

1410

REVISION TABLE (850MM TALL BRICK MASONRY WALL)

1050

1410

CONNECTS VERTICAL STRUTS TO TOP CHORDS AND ANGLE STRUTS BY NUT BOLTS UP

C40- 230x500

6750

2260

E N T

10 0

150

1050

1290

M.S GUSSET PLATE (10MM THK)

1610

17 2200 18

M.S. PLATE (5MM THK) DATE REVISION DESCRIPTION ASPHALT SKIRTING HIGH) FIX T.W. FRAME ON ANGLE SECTION(60MM BY 15MM THK SLATE NUT BOLTING THROUGH FRAME TILING

6900

415 IPS 16FLOORING

C14- 230x500

60 1800

TEMPLE PLINTH

1650

1390 1110 1050 2050

(3100x2200 MM) FFL=+0.75M 15 SSL=+0.71M

1500

1050

280

2820 C53- 230x230

SERVICE CORRIDOR (11200x1100MM)

5080

2050

3100

2050 1950

WELDED TOBELOW TRUSSCOPING TO PREVENT ANY NUT BOLTED TOSEEPAGE MS PLATE THROUGH T.W. FRAME TO FIX SKYLIGHT ON TRUSS 230MM THKPANEL PARAPET WALL

w.c.

C18- 230x230

IPS FLOORING 280

280

PAVER BLOCKS

850

620

710 810

C16- 230x230

280

SCALE

1600

FFL=+0.75M FIXED ONTO THE TRUSS BY NUT BOLTING SSL=+0.65M C44- 230x230 100

C38- 230x500

950

1280

150

26300

980

2940

C15- 230x230

C23- 230x500

1150 1250

24890

C9- 230x500

1010

11440 3350

SERVICE CORRIDOR (11200x1100MM)

C22- 230x500

A-403g

50MM THK D.P.C. ISA 5555 (8MM THK)

1990

C13- 230x500

FFL=+0.9M SSL=+0.86M C17- 230x230

FFL=+1.05M

C4- 230x500

IPS FLOORING

3620

5080

1050

1480

1570

C12- 230x500

1670

1390 1110

1160

850 100 450

7190

IPS FLOORING

3900

FFL=+0.60M SSL=+0.56M

2300 2300

2050 1050

3070

1720 2065

525

550 1330 550 230

525

1050

2050 1950

3100

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

2190 2730 1270

1890 2080

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

525

800

C26- 230x500

FFL=-0.55M SSL=-0.84M

1350

IPS FLOORING

1050

525

800

IPS FLOORING

1800

1410

A-301b 01

IPS FLOORING

FFL=+0.15M

CENTRAL T.W. SKYLIGHT FRAME (150MM THK) 07 COURTYARD

C52- 230x230

1990

FFL=+3.0M SSL=+2.96M

(150MM THK)

M.S GUSSET PLATE (10MM THK) MOULD 10MMBY DEEP(20MMØ) CONNECTSDRIP DIFFERENT MEMBER NUT-BOLT

C7- 230x500

PRODUCED BY AN AUTODESK

01 A-301a

1270

2050

SHOP (3100x2200 MM) FFL=+0.75M SSL=+0.71M D2

C21- 230x500

PUMP ROOM

C20- 230x500

2300

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

1150

525 3100

2050 1950

2730

2300

2050

C19- 230x500

2200

FFL=+0.15M

IPS FLOORING

FIXED INTO T.W. FRAME

C20- 230x500

1150

IPS FLOORING

1050

1330

IPS FLOORING

550 230

1270

J D2

525

FFL=+0.6M UFL=+0.2M 13

IPS FLOORING

1050

IPS FLOORING

C48- 230x500

3100SHOP 14

1050 2830

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

525

1150

SHOP (3100x2200 MM) 02 FFL=+0.75M SSL=+0.71M RS 3100

2050 1950

2080

550

10280

C8- 230x500

3040

FFL=+0.9M SSL=+0.86M

C32- 230x500

C3- 230x500

2200

C68- 230x500

IPS FLOORING

450

1050

525

550 1330

C10- 230x500 C67- 230x500

550

1270

1050

1380

2200

135°

04 03

20 23

450

UFL=+0.2M

FFL=+0.60M SSL=+0.56M

3100

22 23

DETAIL OF VENT

135°

SHOP (3100x2200 MM) W1 FFL=+0.75M SSL=+0.71M RS

1080

135°

C66- 230x500

ROUGH

25MM 10MM 100MM AND RO R.C.C. (150MM SCALE R.C.C

135°

450

135°

3140 24890

1110FFL=+0.6M

SERVICE CORRIDOR (11200x1100MM)

2200

2050

1300

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

525

SHOP C D (3100x2200 MM) FFL=+0.75M SSL=+0.71M

415

780

1150

IPS FLOORING

450

28MM THK DOUBLE GLAZED UNITWAITING AREA 08

FFL=+0.6M

C60- 230x500 C39- 230x500

C2- 230x500

2490

10280

950

C1- 230x500

D10

1270

C33- 230x230

190

1160

350

660

2050 1950

500

2830

1220

370

850 170

(6200x2940MM)

C11- 230x500

W.C.

A 07

C6- 230x500

6200

DISPLAY AREA

1 2 1200

04 03

2070 2

2050

3600

710

800

900

C43- 230x230

1390 1110

1160

390 5900

26460

08 STONE TILING

3090

1250

950

C37- 230x230

PRODUCED BY AN AUTODESK STUDENT VERSION

FFL=+1.50M UFL=+1.46M

CERAMIC TILING

1050

3100 525

800

C26- 230x500

RECEPTION

C59- 230x500

FFL=+0.15M SSL=-0.07M

- 230x500

1890

2050 1050 2050

525

550 230 2050 1950

120

IPS FLOORING

C5- 230x500 04

02 UP A-201

10560

FFL=+1.35M SSL=+1.31M

135

HIS

990 280 VERTICAL STRUTS ISA 5555 (8MM THK) 09 @ 4200MM c/c SERVICE ALLEY PANTRY (1.6M WIDE) ATTACHED TO TOP CHORDS BY GUSSET PLATE UP (3040x1570MM)

280

1270

1520

C4- 230x500

1150

SHOP (3100x2200 MM) FFL=+0.75M SSL=+0.71M

3100 14

1050

525

550

C19- 230x500

LATE TILING

10 09

1050

3100

IPS FLOORING

C42- 500 DIA RS

PASSAGE

135

BHAANDI

E N T R Y

01 A-201

IPS FLOORING

2260

C51- 230x500

LEVEL=+0.0M DOUBLE ANGLE SECTIONS BACK TO BACK

C36- 230x230

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

1270

SHOP (3100x2200 MM) FFL=+0.75M SSL=+0.71M

135

23 40

135

280

LEVEL=+0.0M

BAZAAR

06 07

20 23

135

C58- 230x500 1:5 SCALE

2730

920

550

550 STREET

F SKYLIGHT

A-301b C47230x500

IPS FLOORING

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

525

550 2050 1950

2080

10280

400

1010

3350

STONE TILING

EL=+0.0M

1270

C3- 230x500

FFL=-0.55M SSL=-0.84M

1150

IPS FLOORING

135

01 A-301a

PUMP ROOM

415

550

525

280

FFL=+0.6M UFL=+0.2M

7.5 M WIDE ROAD

15 40

C10- 230x500

STEPS

1610

TOP CHORD ISA 6565 (10MM THK) 4.0 M WIDE ROAD

C35- 230x230

IPS FLOORING

1330

1270

SHOP (3100x2200 MM) FFL=+0.75M C34230x230 SSL=+0.71M

65 05

FFL=+0.6M STORAGE UFL=+0.2M (3100x1150 MM) IPS FLOORING

525 3100

2050 1950

100

2200

4100

3850 2830

1330

1800

780

6900

1010

C2- 230x500 1110

1150

2200

50 FFL=+1.35M

FIX T.W. FRAME ON ANGLE SECTION BY UP NUT BOLTING THROUGH FRAME

ASPH 15MM

GENERAL NOTES

1) All dimensions are in 'm specified 2) The drawing is not to b dimensions are strictly to be followed. 3) All levels are unfinishe specified. 4) The contractor shall ve dimensions including elevations prior to the com site. 5) The contractor shall inf project engineer on site regarding conditions/modifications required to be done prior of work. 6) The contractor shall co work indicated on the drawings between various trade drawings, including but no electrical, plumbing, fire protection a systems. 7) All work shall conform and shall be best practice of each trad 8) Any discrepancy is to b of the architect/ consultant befo the site. 9) All work is to be compl of site engineer/ project manage

BEDDED MONOPITCH RIDGE PIECE WITH 2 (270x520MM) 25MM THK EXTERNAL PLASTER DOUBLE COAT NEERU FINISH PLASTER BEAM MANGALORE TILE (260x540MM) B22 RESTING ON TIMBER BATTENS SADDLE BACK STONE COPING TERRACE DET

M.S. PLATE (5MM THK)

2200

C33- 230x230 SCALE 1:5

C50- 230x500

FFL=+0.15M SSL=-0.07M

1270

24890

1410

GLASS PANELS AIR SPACE DESSICANT SEALANT

FFL=+1.35M SSL=+1.31M

280

C1- 230x500 2

1620

C29- 230x230

1270

A-403b

1620

T.W. BEEDING PATTI

C46- 230x500

230 MM THICK BRICK WALL

DETAIL OF TRUSS END JUNCTION

280

1010

150 MM THICK BRICK WALL

R.C.C. BEAM (230x450MM)

RESTING ON TIMBER BATTENS

WITH 25MM EXTERNAL PLASTER 500MM THICK BRICK WALL T.W. SKYLIGHT FRAME (150MM THK) M.S GUSSET PLATE (10MM THK) HALF ROUND PVC PIPE GUTTER 55 FIXED ONTO THE TRUSS BY NUT BOLTING EXTERNAL FLOORING CONNECTS DIFFERENT MEMBER BY NUT-BOLT (200MMØ) TILE DROP SUPPORTED ON G.I. STRAP HELD ON BATTEN C30-ISA 230x230 5555 C31- 230x230 (8MM THK) COLUMN 12 WELDED TO TRUSS M.S GUSSET PLATE (10MM THK) 280 990 280 NUT BOLTED TO MS PLATE THROUGH T.W. A-403f CONNECTS VERTICAL STRUTS TO TOP SCALE FRAME TO FIX SKYLIGHT PANEL ON1:5 TRUSS CHORDS AND ANGLE STRUTS BY NUT BOLTS

T.W MIDDLE RAIL

230MM

(850MM

PRODUCED BY AN AUTODESK STUDENT VERSION

1010

C28- 230x230

1410

MANGALORE TILE (260x540MM) 3100

190

C27- 230x230

FIXED INTO T.W. FRAME

C25- 230x500

PRODUCED BY AN AUTODESK STUDENT VERSION

FFL=+1.05M

BELOW 0 ANY1SE

450

C24- 230x500

230

TEMPLE PLINTH

FFL=+1.05M

1600

1650

1290

6900

50MM

100

1410

5 M WIDE ROAD

PAVER BLOCKS

DRIP M

13 BEDDED MONOPITCH RIDGE PIECE M.S. BASE PLATE (280x500MM 20MM THK) 28MM THK DOUBLE GLAZED UNIT (270x520MM) WELDED TO COLUMN REBARS LEGENDS :

2340

FFL=+0.75M SSL=+0.65M

SADD

(150MM

CENTRAL COURTYARD

1410

280

1290

25MM

DOUBL

700

1800

DETAIL OF SKYLIGHT 100 A-403c

1010

IPS FLOORING 280

280

100

280

1290

C23- 230x500

1150 1250

C18- 230x230

FFL=+0.9M

SSL=+0.86M C17- 230x230 C16- 230x230 1:5 SCALE

C15- 230x230

800 710

3620

1800

C22- 230x500

7- 230x500

7000

C13- 230x500

A-

CONNECTS DIFFERENT MEMBER BY NUT-BOLT TOP CHORD ISA 6565 (10MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK (200MMØ) C14- 230x500 800 SUPPORTED ON G.I. STRAP HELD ON BATTEN 14 ANGLE CLEATS ISA 6565 (10MM THK) 1600 VERTICAL STRUTS ISA 5555 (8MM THK) CONNECTS THE TRUSS TO COLUMN w.c. @ 4200MM c/c NUT BOLTED TO GUSSET PLATE ATTACHED TO TOP CHORDS BY GUSSET NUTPLATE BOLTED ON M.S. PLATE

HALFD9ROUND PVC PIPE GUTTER

100

IPS FLOORING

TAIL OF TRUSS END JUNCTION WAITING AREA

M.S GUSSET PLATE (10MM THK) SCREWS

WITH 25MM EXTERNAL PLASTER

B93

(1.6M WIDE) FFL=+0.15M

C12- 230x500

(SPAN 5500MM) FIX T.W. FRAME ON ANGLE SECTION BY SELFNUT BOLTING THROUGH FRAME DRILLING

R.C.C. BEAM (230x450MM)15

710 810

620

100

IPS FLOORING

1990

C9- 230x500

550 ALLEY SERVICE

710 810

1570

120

M.S. PLATE (5MM THK)

WELDED TO COLUMN REBARS

IPS FLOORING

1270

MANGALORE BOTTOM CHORD ISA 6565 TILES

450

390 STUDENT VERSION PRODUCED BY AN AUTODESK

PANTRY

(3040x1570MM) FFL=+0.15M IPS FLOORING

M.S. BASE PLATE

C8- 230x500

3040

UP FFL=+0.9M SSL=+0.86M

1650

1480

6200

200

ZINC-AL SHEETS

600

23002

SCALE

C11- 230x500 03

AT RIDGE JUNCTIO

TOP CHORD ISA 6565

ISA 5555

2210

(6200x2940MM)

940 1000

2940

M.S GUSSET PLATE

400

DISPLAY AREA

920

980

IPS FLOORING

1250

950

1280

450

TOP CHORD 10560

2940

20 C4- 230x500

DETAIL STEEL BOX SECTIONS

M.S GUSSET PLATE

BOX SECTION

FFL=+1.35M SSL=+1.31M

MANGALORE TILE

PRODUCED BY AN AUTODESK STUDENT VERSION

230x500

24890

1500

100

MANGALORE TILES

BEDDED MONOPITCH RIDGE PIECE

PRODUCED BY AN AUTODESK STUDENT VERSION

MANGALORE TILE

BOTTOM CHORD ISA 6565

PRODUCED BY AN AUTODESK STUDENT VERSION

site. 5) The contractor shall inform the architect and/or 55 project engineer on site regarding any (260x540MM) conditions/modifications required to be done prior to the commencement RESTING ON TIMBER BATTENS (10MM THK) of work. K 6) The contractor shall coordinate and verify the DOUBLE ANGLE SECTIONS BACK TO BACK (270x520MM) work indicated 450 (SPAN 5500MM) on the drawings between the architectural and (260x540MM) various trade (50x50MM @450MM N P drawings, including but not limited toc/c) structural, A-403e RESTING ON TIMBER BATTENS (10MM THK) PLACED ON TOP CHORD electrical, OF STEEL TRUSS plumbing, fire protection and exterior enclosure CONNECTS DIFFERENT MEMBER BY NUT-BOLT (WELDED TO TOP CHORD) systems. 7) All work shall conform to relevant BIS codes (10MM THK) 55 and shall be C6- 230x500 CONNECTS DIFFERENT MEMBER BY NUT-BOLT best(10MM practice ofTHK) each trade. 17 80 8) Any discrepancy is to be brought to the notice (10MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK 80 (8MM THK) of the D10 CONNECTS THE TRUSS TO COLUMN architect/ consultant before commencement of WELDED TO TRUSS the site. NUT BOLTED TO GUSSET PLATE 9) All work is to be completed to the satisfaction NUT BOLTED TO MS10PLATE THROUGH T.W. NUT BOLTED ON M.S. PLATE 16 of site C7- 230x500 FRAME TO FIX SKYLIGHT PANEL ON TRUSS engineer/ project manager and architects 1990 (10MM THK) (280x500MM 20MM THK) FFL=+3.0M 120 SSL=+2.96M DOUBLE ANGLE SECTIONS BACK TO BACK

SCALE 1:5

120

0 10

DOUBLE ANGLE SECTIONS BACK TO BACK DETAILED SECTION OF NORTH LIGHT TRUSS DETAILA-403a OF TRUSS END JUNCTION SCALE 1:20

A-403b

specified. WITH 25MM EXTERNAL PLASTER (200MMØ) 4) The contractor shall verify all on site P Q dimensions including SUPPORTED ON G.I. STRAP HELD ON BATTEN elevations prior to the commencement of work on

M TOP CHORD ISA 6565 (10MM THK)

PRODUCED BY AN AUTODESK STUDENT VERSION

Q OHT TOP LEVEL +17.2M

PRODUCED BY AN AUTODESK STUDENT VERSION

GEN

RCC OVERHEAD TANK

1) All d specif 2) The dimen to be 3) All specif 4) The dimen elevat site. 5) The projec engine condit requir of wor 6) The work i on the variou drawin electri plumb system 7) All and sh best p 8) Any of the archite N the sit 9) All of site engine

OHT TOP LEVEL +17.2M

PRODUCED BY AN AUTODESK STUDENT VERSION

1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly to be followed. TERRACE PARAPET LEVEL 3) All levels are unfinished levels unless specified. +13.8M 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on TERRACE FLOOR LEVEL site. +12.7M 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications required to be done prior to the commencement of work. 6) The contractor shall coordinate and verify the work indicated PERFORMING AREA ROOF TOP on the drawings between the architectural and +10.28M various trade drawings, including but not limited to structural, WORKSHOP ROOF TOP A B C D E electrical, +10.00M plumbing, fire protection and exterior enclosure B93 systems. 7) All work shall conform to relevant BIS codes and shall be PERFORMING AREA SECOND FLOOR LEVEL best practice of each trade. FFL=+5.40M 8) Any discrepancy is to be brought to the notice +8.70M SSL=+4.75 M of the IPS FLOORING architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects

NORTH LIGHT STEEL TRUSS NUT BOLTED ON RCC BEAMS. (FOR PERFORMING AREA) 65 64 63 62 61

RIDGE PIECE

MANGLORE TILE (250MM x540MM)

TERRACE PARAPET LEVEL +13.8M

BOX SECTIONS (50MM x 50MM) GUSSET PLATE CONNECTING DIFFERENT MEMBERS

58 57 56 55 54

TERRACE FLOOR LEVEL +12.7M

64 63 62 61 60

450

CORRIDOR FFL=+0.60M SSL=+0.56M

2350

B91

ANTISKID GRIP ON RAMP

B114

3980

B111

B121

B114

FIRST FLOOR LEVEL +4.80M

65 64 63 62 61

RIDGE PIECE

MANGLORE TILE (250MM x540MM)

57 56

GUSSET PLATE CONNECTING DIFFERENT MEMBERS

2550

610

55 54

PB96

PB105

PB111

PB113

PB132

PB137

BRICK MASONRY WALL(230MM THK)

25 MM THK EXTERNAL PLASTER

09 BEDDED 10 MONOPITCH 11

300

3003910 300

300

450 1440

Ø120

2550

580

4540

1040

1240

Ø120

580

80 2000

65 20

150

1250

450

3660

150

2150

2980

2940

2030

2420

1500

2090

2830

2420

560

100

20 15

100

140

150

580

ON P.C.C. BASE

P.C.C. BASE (150MM THK) RUBBLE SOLING (230MM THK)

COMPACT MURUM R.C.C. PLINTH BEAM

PB82

P.C.C. BED FOR PLINTH BEAM(100MM THK)

ANCHOR FASTENERS USED P.C.C. BASE (150MM TO FIX THE BASE PLATE TOTHK) RUBBLE SOLING KEY PLAN- SCALE 1:500 TREAD (230MM THK) 12MM RISER TILE- RESTILE MURUM PANCHAVATI ANECDOTES STEP-UPCOMPACT TILE 140 150

0 10

580

3140

3660

150 50

1050

1600

3910 300

PLACED AT AN ANGLE)

SHEET TITLE:

12MM TREAD TILING

1100MM TALL

RESTILE STEP UP TILE 12MM TREAD TILING WITH MATTE FINISH,ANTI-SKID RESTILE STEP UP TILE AND BULL-NOSE NOSING WITH MATTE FINISH,ANTI-SKID (1520x310MM)

AND BULL-NOSE NOSING

160

SHE

AR DET

(1520x150MM) MATTE FINISH SHEET NUMBER:

R.C.C. PLINTH BEAM A - 403

ARCHITECTURAL DETAILS

(230x450MM)

8MM TOR LINKS TIEING P.C.C. BED FOR PLINTH MAIN STEEL IN STEPS BEAM THK) 150MM FOLDED SLAB 08-04-2020 R.C.C. ROLL NO. STAIRCASE ACADEMY OFFOR ARCHITECTURE 07

SCALE : 1:20/1:10 1:5 / 1:2

NORTH

NAME : PRANAV ASHISH CHAUBAL (100MM

SIGN AND STAMP

SEM

SIG

SCALE 1:2

SCALE 1:10

Ø60

PRO

PROJECT NAME:

SEMESTER 6

R.C.C. BEAM (230x450MM)

STAINLESS STEEL STAINLESS STEEL HOLLOW CIRCULAR SECTION HOLLOW CIRCULAR SECTION 1100MM TALL

DATE

25MM THK SCREEDING

ON P.C.C. BASE

REVISION

RAMP (10MM THK TILES ANTI SKID GRIP SELF PLACED AT AN ANGLE) EMBOSSED PROJECTIONS 25MM THK SCREEDING ON TREAD

WITH 25MM EXTERNAL PLASTER

80MM Ø NEWEL POST

10 10 10 10 10STEEL 30 10MM TOR MAIN REINFORCEMENTS ANTI SKID GRIP ON

ANTI SKID GRIP ON RAMP(10MM THK TILES

(230x450MM)

TO PREVENT INJURIES

25MM THICK SCREEDING

BETWEEN TILING AND RCC STAIRS

100

R.C.C. BEAM (230x450MM)(150MM THK)WITH 25MM EXT.PLASTER MIDLANDING TILING

80MM Ø NEWEL POST

1380

850

1050

CHORDS AND ANGLE STRUTS BY NUT BOLTS

1600

450

3390

2940

580

2030

150

C21- 230x500

1380

600

1600

DRIP MOULD 10MM DEEP(20MMØ)

DESCRIPTION

BULL-NOSE EDGE

220

10 10 10 10 10

DOUBLE COAT NEERU FINISH PLASTER

850

100

REVISION

12MM TREAD TILE- RESTILE STEP-UP TILE

RESTILE TECHNO SLABS TILE RESTILE TECHNO SLABS TILE CENTRAL CENTRAL BEAM DRIP MOULD 10MM DEEP 25MM THICK EXTERNAL WITH 25MM EXTERNAL PLASTER B22 MATTE FINISHED(1520x600MM) MATTE FINISHED(1520x600MM) DETAIL AT ENTRANCE RAMP A-403h NEERU FINISH PLASTER COURTYARD COURTYARD BEAM DRIP MOULD 10MM DEEP TERRACE DETAIL SCALE 1:10 A-403g B22 DETAIL AT ENTRANCE RAMP FFL=+0.75M FFL=+0.75M SCALE 1:10 A-403h DETAIL OF TREAD AND RISER DETAIL OF TREAD AND RISERSCALE 1:10 TERRACE A-402dDETAIL A-402d SSL=+0.65M SSL=+0.65M A-403g SCALE 1:2

600 4200

1050

2150

2420

2980

2420

3380

2090

1520

2420

Ø800

2000

1340

580

1100

3140

1500

3380

1520

(1520x310MM) MATTE FINISH

300

SCALE 1:5

100

DATE

SCALE 1:5

SADDLE BACK STONE COPING 220

21 24

PB38

REVISION TABLE

TOP CHORD ISA 6565 (10MM THK)

DOUBLE NEERU FINISH PLASTER DETAIL OF VENTCOAT AND ROOF 300

100

2023

ZINC COATED (5MMØ 100MM LONG)

RESTING ON TIMBER BATTENS

BELOW COPING TO PREVENT 230MM THK PARAPET WALL 230x500MM RCC COLUMN ANY SEEPAGE 28MM THK DOUBLE GLAZED UNIT TALL BRICK MASONRY WALL) SUPPORTING THE STAIRCASE230MM THK PARAPET (850MM 230x500MM RCC COLUMN WALL FIXED INTO T.W. FRAME ASPHALT SKIRTING (60MM HIGH) 28MM THK DOUBLE GLAZED (850MM TALL BRICK MASONRY WALL) (WITH 25MM EXTERNAL PLASTER) SUPPORTING THE UNIT STAIRCASE FIXED INTO T.W. FRAME ASPHALT SKIRTING (60MM HIGH)THK SLATE TILING 15MM (WITH 25MM EXTERNAL PLASTER) 15MM THK SLATE TILING ROUGH TEXTURED,ANTI SKID T.W. SKYLIGHT FRAME (150MM THK) ROUGH TEXTURED,ANTI SKID T.W. SKYLIGHT FRAME (150MM THK) FIXED ONTO THE TRUSS BY NUT BOLTING 60MM Ø HANDRAIL FIXED ONTO THE TRUSS BY NUT BOLTING 25MM THK SCREEDING25MM THK SCREEDING PB82 60MM Ø HANDRAIL STAINLESS STEEL 10MM THK WATERPROOFING 10MM THK WATERPROOFING STAINLESS STEEL E 100MM BBC FOR SLOPING HOLLOW CIRCULAR SECTION 100MM BBC FOR SLOPING E M.S GUSSET HOLLOWPLATE CIRCULAR SECTION (10MM THK) M.S GUSSET PLATE (10MM THK) C21230x500 R.C.C. TERRACE SLAB CONNECTS VERTICAL STRUTS TO TOP R.C.C. TERRACE SLAB (150MM THK)WITH 25MM EXT.PLASTER CONNECTS VERTICAL STRUTS TO TOP F @ 4200MM c/c ATTACHED TO TOP CHORDS BY GUSSET PLATE

BEA

DOUBLE ANGLE SCALE SECTIONS BACK 1:5 TO BACK

M.S. SELF DRILLING SCREWS

MANGALORE TILE (260x540MM)

DOUBLE ANGLE SECTIONS BACK DETAIL OF VENT AND TO BACK ROOF

THK) 25MM THK EXTERNAL (150MM PLASTER

450

C22- 230x500

A-402cON TIMBER BATTENS RESTING PB47

PB53

DETAIL EDGE BEAM HANDRAIL TO PREVENT TOPAND CHORD ISA 6565 (10MM THK) A-402c WATER LEAKAGE

(WITH 12MM THK INTERNAL PLASTER SADDLE BACK STONE COPING TOP CHORD ISA 6565 (10MM VERTICAL STRUTS ISATHK) 5555 (8MM THK) (150MM THK) 50MM THK D.P.C. 230MM THICKBACK BRICK MASONRY DOUBLE ANGLE SECTIONS TO BACK 25MM THICK WALL EXTERNAL NEERU FINISH PLASTER) C22230x500 @ 4200MM c/c BELOW COPING TO PREVENT DRIP MOULD 10MM DEEP(20MMØ) (WITH 12MM THK INTERNAL PLASTER F 100 ATTACHED TO TOP CHORDS BY GUSSET PLATE ANY SEEPAGE 25MM STRUTS THICK EXTERNAL NEERU VERTICAL ISA 5555 (8MM THK) FINISH PLASTER) 50MM THK D.P.C.

100

A-403f

230MM THICK BRICK MASONRY WALL

450

FIX T.W. FRAME ON ANGLE SECTION BY DOUBLE ANGLE SECTIONS BACK TO BACK

1000

A-403f

THICK CHORDS AND ANGLEMIDLANDING STRUTS 12MM BY NUTTILING BOLTS 12MM THICK

110 40

ZINC COATED (5MMØ 100MM LONG)

25MM THICK EXTERNAL NEERU FINISH DETAIL EDGE MANGALORE TILE (260x540MM)

FOLLOWING ROOF PROFILE PB56 ATTACHED TO METAL CHIMNEY PB61 PB68 SCREWED TO MANGLORE TILES

25MM THK EXTERNAL PLASTER

TOP CHORD ISA 6565 (10MM THK) M.S. PLATE (5MM THK) NUT BOLTING THROUGH FRAME

ATTACHED TO ZINC-AL SHEETS

150 GALVANIZED PREZINC-AL PLASTER PAINTED SHEETS (2MM THK)

SILICONE SEALANT

110 40

1110 1000

PB2

PRODUCED BY AN AUTODESK STUDENT VERSION

600

PB73

150

800

600x230MM RCC PLINTH

ACAD 150MM R.C.C. FOLDED S SIGN STAIRCASE

+0.75M FOLLOWING ROOF PROFILE

ATTACHED TO IN METAL CHIMNEY 8MM TOR LINKS STEEL 20 TIEING MAIN SCREWED TO MANGLORE TILES STEPS FORMING STAIRCASE PUMP THE ROOM FOLDED FLOOR LEVEL 25MM THICK EXTERNAL -0.55M SILICONE SEALANT 150MM R.C.C. FOLDED SLAB FOR PLASTER TO PREVENT WATER LEAKAGE STAIRCASE METAL CHIMNEY (700x700MM) M.S. SELF DRILLING SCREWS 17

TILING IN CENTRAL COURTYARD

100

1500 65

1000

190

330

SCALE 1:5

310

(200MMØ)

14 FRAME TO FIX SKYLIGHT PANEL ON TRUSS 14 14

1450

1240

2250

1240

2420

SW1

700

RESTING ON TIMBER BATTENS 80MM BLOCKS SUPPORTED ONTHICK G.I. STRAPPAVER HELD ON BATTEN

FIX T.W. FRAME ON ANGLE SECTION BY 14 WELDED TO TRUSS NUT BOLTING THROUGH FRAME NUT BOLTED TO MS PLATE THROUGH T.W.

120 390

1000

190

600

SW2

M.S. BASE PLATE (280x500MM 20MM THK) A-301a THROUGH STAIRCASE FLIGHTS ANDTILES TOILET WELDED TOSECTION COLUMNSTEEL REBARS STAINLESS SCALE SELF-1:50 HOLLOW CIRCULAR SECTION 80MM THICK PAVER BLOCKS R.C.C. BEAMMONOPITCH (230x450MM) BEDDED RIDGE PIECE DRILLING 1100MM TALL TILING IN CENTRAL COURTYARD WITH 25MM EXTERNAL PLASTER (270x520MM) SCREWS HALF ROUND PVCTILE PIPE (260x540MM) GUTTER MANGALORE

BEDDED MONOPITCH RIDGE PIECE 600x230MM RCC PLINTH (270x520MM) ISA 5555 (8MM THK) BEAM (ON 100MM THK PCC BED)

MIDLANDING MIDLANDING DETAIL OF SKYLIGHT A-403c FFL=+2.70M FFL=+2.70M SCALE 1:5 SSL=+2.66M DETAIL OF SKYLIGHT SSL=+2.66M A-403c

600 4200

1500

1570 40 920

390 55

600

300

B46 ALTERNATIVELY ATTACHED ON EITHER SIDE OF GUSSET PLATE

0 16 19817 18 21 1922 20

PB22

SEME

B41

150

300

2130

300

PB26

CONNECTS DIFFERENT MEMBER BY NUT-BOLT

PB22

100

300 300 330 300 300 300 300 300 300 2130

PB38

SCA

GROUND

8MM TOR LINKS TIEING M STEPS FORMING THENAM FO

ANGLE STRUTS ISAGROUND 5555 (8MM THK) LEVEL

B51'

150

1240

PB22

SCALE 1:5

100

300

PB47

BEAM (ON 100MM THK PCC BED) M.S GUSSET PLATE (10MM THK)

SCALE 1:20

13 12

THK SCREEDING APPLIED ON P.C.C. PB2 ZINC-AL GALVANIZED PREDOUBLE ANGLE SECTIONS BACK TO BACK 150MM THK PCCGROUND IN PLINTH PLINTH LEVEL PAINTED SHEETS (2MM THK)

UNDERGROUND WATER TANK CONNECTS DIFFERENT MEMBERR.C.C. BY NUT-BOLT M.S.(3200x3900x1500MM) PLATE (5MM THK) CAPACITY=15M³ ISA 5555 (8MM THK)

400

SEALANT

25MM TOP CHORD ISA 6565 (10MM THK)

B51

MANGALORE TILES

80MM THICK PAVER BLOCKS METAL CHIMNEY (700x700MM)

WELDED TO TOP CHORD OF STEEL TRUSS

ROLL NO. PUMP ROOM IN CENTRAL COURTYARD M.S GUSSET PLATE (10MM FLOORING THK) ATTACHED SHEETS UNDERGROUND TANK TO ZINC-AL FFL=-0.55M PB26 PB22 SW2 SW1 CONNECTS DIFFERENT MEMBER BY NUT-BOLT SSL=-0.51M

MANGALORE TILE (260x540MM) UNDERGROUND R.C.C. WATER 70 WELDED TO TRUSS TANK RESTING ON TIMBER BATTENS NUT BOLTED TO MS PLATE THROUGH T.W. (3200x3900x1500MM) CAPACITY=15M³ FRAME TO FIX SKYLIGHT PANEL ON TRUSS M.S GUSSET PLATE (10MM THK)

DESSICANT DETAILED SECTION OF STAIRCASE

1240

1500

SW2

DETAILED SECTION OF STAIRCASE

A-402b SPACE 18 AIR

01 A-402b

120

920

1570

1010 70 1010

400

01 PANELS

TANK

Ø800

600

FFL=+0.75M SSL=+0.65M

1:5

DETAIL OF TRUSS END JUNCTION

450 UNDERGROUND

T.W. BEEDING PATTI

14 80 15

600

PB53

T.W MIDDLE RAIL450

600

3660

2420

2980 40

720

SW1

UNDERGROUND TANK A-403b

18GLASS

1200

2420

2150

20 2090

2420

560

100

2030

1520

300

1090

100

580 300

2980

02 SCALE 01

SW1

55 SIGN AND STAMP B56

600

PRODUCED BY AN AUTODESK STUDENT VERSION

08-04-2020

ZINC-AL PB47 PB38 SHEETS ACADEMY OF ARCHITECTURE

(1520x310MM)

(SPAN 5500MM)

B41

PRODUCED BY AN AUTODESK STUDENT VERSION

NUT STAINLESS BOLTED ONSTEEL M.S. PLATE RESTILE STEP UP TILE SW1 WITH MATTE FINISH,ANTI-SKID CIRCULAR SECTION PUMP ROOM FLOOR LEVEL M.S.HOLLOW BASE PLATE (280x500MM BOTTOM CHORD ISA 6565 (10MM THK)20MM THK) AND BULL-NOSE NOSING -0.55M 1090MM TALL PB2 BACK WELDED TO SECTIONS COLUMN REBARS DOUBLE ANGLE TO BACK

B46'

SELF- UNDERGROUND TANK DETAIL AT RIDGE JUNCTION CENTRAL A-403e R.C.C. BEAM (230x450MM) 12MM TREAD TILING DRILLING 700 M.S GUSSET PLATE (10MM THK) SCALE 1:5 STEPMEMBER UP TILE WITHRESTILE 25MM EXTERNAL PLASTER TOILET CONNECTS DIFFERENT BY NUT-BOLT COURTYARD SCREWS FFL=+0.75M 80MM Ø NEWEL POST WITH MATTE FINISH,ANTI-SKID SSL=+0.71M HALFAND ROUND PVCNOSING PIPE GUTTER FFL=+0.75M BULL-NOSE STAINLESS STEEL ANGLE CLEATS ISA 6565 (10MM THK) (200MMØ) (1520x310MM) ZINC-AL 0 SSL=+0.65M 01 HOLLOW CIRCULAR SECTION 0 CONNECTS THE TRUSS TO COLUMN 8 CENTRAL SUPPORTED ON G.I. STRAP HELD ON BATTEN SHEETS NUT BOLTED TO GUSSET PLATE 1100MM TALL 0 NUT BOLTED ON M.S. PLATE COURTYARD ARCHITECTURAL1 SECTIONMANGALORE 02 GROUND LEVEL 80MM Ø NEWEL POST PB56

PB61

PB68 04

PB73

UNDERGROUND TANK

230

600

PB73

B93

SW2

SECT SSL=-0.51M 12MM TILE MANGALORE TILESCALE (260x540MM) 1:5 RISER TILE- RESTILE STEP-UP 25MM THK SCREEDING A RESTING ON TIMBER BATTENS WITH MATTE FINISH (1520x150MM) NORTH HOLLOW STEEL BOX SECTIONS 150MM THK PCC IN PLIN

13 12

720

230

PB22

120

100

SCALE : 1:50

80MM THICK PAVER BLO 11

SEMESTER 6

GROUND PLINTH LEVEL PB53 PB56 +0.75M

12MM TREAD TILING 80MM Ø NEWEL POST

2030

550

TOP CHORD THE ISA 6565 (10MM THK) CONNECTS TRUSS TO COLUMN DOUBLE ANGLE SECTIONS BACK TO BACK NUT BOLTED TO GUSSETGROUND PLATELEVEL PB61 PB68

12MM TREAD TILERESTILE TILE ANGLE STRUTS ISASTEP-UP 5555

600

PB26

(50x50MM @450MM c/c) B3 NAME : PRANAV ASHISH CHAUBAL

M.S GUSSET PLATE 20MM THK STAINLESS STEEL BASE PLATE TOP CHORD ISA 6565 12MM RISER TILE- REST

DETAIL AT RIDGE JUNCTION

PB38

GROUND LEVEL

DETAILED SECTION OF WORKSHOP TRUSS

M.S GUSSET PLATE (10MM80MM THK) Ø NEWEL POST40 B3 5 CONNECTS DIFFERENT MEMBER BY NUT-BOLT STAINLESS STEEL STEEL BOXROOM SECTIONS (50x50MM @450MM c/c) 150MM THK FOLDED PUMP PLACEDFFL=-0.55M ON TOP CHORD OF STEEL TRUSS R.C.C STAIRCASE HOLLOW CIRCULAR SECTION SSL=-0.51M (WELDED TO TOP CHORD) 1090MM TALL WITH NEERU FINISH PLASTER ANGLE CLEATS ISA 6565 (10MM THK)

07 06 05

DETAIL OF TRUSS END 03 JUNCTION

A-403b

1450

17 16

B17

B41

PB47

Q 26

GROUND LEVEL

200

160

1500

450

PUMP ROOM FFL=+0.55M SSL=+0.25M

LASS ANELS R SPACE ESSICANT 19 EALANT

25MM THK SCREEDING ON R.C.C SLAB 150MM THK FOLDED BOTTOM CHORD ISA 6565 R.C.C STAIRCASE 230 x 450MM PERIPHERAL FLOOR LANDING R.C.C BEAM

B46

TOP CHORD ISA 6565

B17

33 32

31 30

230 x 450MM PERIPHERAL FLOOR LANDING R.C.C BEAM

PB53

P B17

SCALE 1:20

TOILET 12 ARCHITECTURAL SECTION FFL=+0.75M 17

13PB56

W. EEDING ATTI160

B51'

11 SSL=+0.71M 80 SECTION THROUGH STAIRCASE FLIGHTS AND TOILET 16 TOP CHORD 10 80 15 SCALE 1:50 0 09

FFL=+0.55M TS AND TOILET SSL=+0.25M SCALE 1:50

W IDDLE AIL

MANGALORE TILES 21 20 19 BOX SECTION 18

B93

CTIONPUMP ROOM 12 PB61

A-301a

B51

B56

B103 27

560

3140

450

1090

580

550

13 10

B56

450

MIDLANDING FFL=+2.70M 02 SSL=+2.66M

DETAILED SECTION OF 120 NORTH LIGHT TRUSS

3690

2170 3690

200

A-403a

PRODUCED BY AN AUTODESK STUDENT VERSION

2170

HOLLOW STEEL BOX SECTIONS 80MMØ NEWEL POST - STAINLESS STEEL HOLLOW CIRCULAR SECTION 12MM TREAD TILE- REST

B41

12MM THICK TILING

35 34

SPAN=605021

B32

FLOOR LANDING FFL=+4.80M SSL=+4.72M

2455 FLOOR 25 LANDING FFL=+4.80M SSL=+4.76M

HOLLOW CIRCULAR SEC SCALE 1:20 40MMØ BALUSTERS - STAINLESS STEEL DOUBLE-PITCH RIDGE PIECE HOLLOW CIRCULAR SECTIONS 20MM THK STAINLESS S (@300MM C/C) MANGALORE TILE

80MMØ NEWEL POST - S

MIDLANDING FFL=+2.70M SSL=+2.66M

30 8 B46' PERFORMING AREA

230 26

42 41

40 39

DETAILED SECTION OF WORKSHOP TRUSS

25°

B93 TOP CHORD

45 44

HOLLOW CIRCULAR SEC (@300MM C/C)

80MMØ HANDRAIL- STAINLESS STEEL HOLLOW CIRCULAR SECTION

B76 40MMØ BALUSTERS - ST

CORRIDOR

25MM THK SCREEDING ON STEEL BOX SECTIONS R.C.C SLAB

B68

12MM THICK TILING 47

B46

25°

BOX SECTION 40

40MM Ø HANDRAIL

FLOOR LANDINGMANGALORE TILE FFL=+4.80M 40MM Ø BALUSTERS SSL=+4.76M

1250

43 42

B51

B14

28 2250

B32

45 44

B51

450

61 60 59 58

1100

40MM Ø BALUSTERS

B25

80MMØ HANDRAIL- STA HOLLOW CIRCULAR SEC 65

R.C.C. BEAM

57 56 55

RIDGE PIECE

METAL CHIMNEY

COMBINED WORKSHOP 1

PRODUCED BY AN AUTODESK STUDENT VERSION

930

100MM THK BRICK BAT COBA TO PROVIDE SLOPE TO TERRACE 450

2940

MANGALORE TILES

48 47 46

B26

2830

MANGLORE TILE ROOF TILE SIZE(250MM x540MM)

2150

100MM THK BRICK BAT COBA TO PROVIDE SLOPE TO TERRACE

32SCALE 1:20 31 30

1500

2110

1500

FLOOR LANDING FFL=+8.70M

MANGLORE TILE ROOF SSL=+8.66M TILE SIZE(250MM x540MM) P Q

850

930

K FOLDED RCC STAIRCASE 150MM THK

40MM Ø HANDRAIL

B60

2830

B38

B26

1110

SPAN=6050 MIDLANDING 36 FFL=+6.60M 35 K M 34 SSL=+6.56MDETAILED SECTION OF NORTH LIGHT TRUSS 33 A-403a

1040

1050

B103

B18

3390

ANGLE STRUTS ISA 5555

M.S GUSSET PLATE

PRODUCED BY AN AUTODESK STUDENT VERSION

450

FOLDED RCC STAIRCASE 150MM THK

COPING STONE 150 MM THK WITH 25MM EXTERNAL PLASTER AND PAINT

25°

PARAPET WALL 1050MM HIGH (230MM THK BRICK MASONRY)

04 03 02

4540

B14

COPING STONE 150 MM THK WITH 25MM EXTERNAL PLASTER AND PAINT

39 PERFORMING AREA

230

PRODUCED BY AN AUTODESK STUDENT VERSION

PARAPET WALL 1050MM HIGH (230MM THK BRICK MASONRY)

B25

06 05

850 2150 18

450

450 MIDLANDING FFL=+6.60M SSL=+6.56M

08 07

TOP CHORD ISA 6565

PRODUCED BY AN AUTODESK STUDENT VERSION

11 10 09

B14

1340

13 12

SQUARE BOX SECTIONS

RCC OVERHEAD TANK (1500MM DEEP)

B114

4540

18 19TILE (260x540MM) MANGALORE

B111

OHT TOP LEVEL DOUBLE-PITCH +17.2M (360x520MM)

2030

360

IPS FLOORING

2980

14 15

12MM THK NEERU FINISHED INTERNAL PLASTER

2550

CORRIDOR FFL=+0.60M17 SSL=+0.56M

14 15

1) A spe 2) T dim to b RESTING ON BOX SECTIONS 3) A OHT TOP LEVEL (50x50MM @450MM c/c) spe +17.2M ANTISKID GRIP ON RAMP 700 D3 (700x700MM) 4) T PLACED ON TOP CHORD OF STEEL TRUSS dim 0 SCREWED TO MANGALORE TILES 5 4 PRODUCED BY AN AUTODESK STUDENT VERSION elev site B1 (10MM THK) TRUSS BOTTOM CHORD NUT 5) T 14 DOUBLE ANGLE SECTIONS BACK TO BACK B14 REVIS pro BOLTED TO BASE PLATE, BASE B25 B1 GROUND LEVEL eng PLATE IS WELDED BEAM con DATE REVISION TABLE PB96 PB105 PB111 PB113 PB132 PB137 PB139 MIDLANDING REBARS req PB89 (8MM THK) of w FFL=+2.70M DATE REVISION DESCRIPTION PB82 B18 SSL=+2.66M 6) T ALTERNATIVELY ATTACHED ON EITHER SIDE TERRACE PARAPET LEVEL wor +13.8M OF B38 GUSSET PLATE TERRACE PARAPET LEVELB26 FLOOR LANDING (MATTE FINISH WELDED TOonB +13.8M var (10MM THK) FFL=+8.70M B25 dra SSL=+8.66MTERRACE FLOOR LEVEL CONNECTS DIFFERENT MEMBER BY NUT-BOLT elec STAINLESS STEEL 01 02 03 04 05 06 07 08 09 +12.7M 10 11 12 plum MIDLANDING TERRACE FLOOR LEVEL B3 PRODUCED BY AN AUTODESK STUDENT VERSION sys MIDLANDING +12.7M HOLLOW CIRCULAR SECTION FFL=+2.70M STEEL TRUSS RESTING ON R.C.C. COLUMN 7) B18 SSL=+2.66M FFL=+2.70M and (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) SSL=+2.66M TIEBACK=4290 bes GENER 2390 FLOOR LANDING (WELDED8)OA SPAN=7300 FFL=+8.70M PRODUCED BY AN AUTODESK STUDENT VERSION RCC OVERHEAD TANK 1) All dim (230x450MM) of t 40 B25 SSL=+8.66M (1500MM DEEP) 80 specified arc WITH 25MM EXTERNAL PLASTER A B 2) Thethe dr GENERAL NOTES STAINLESS STEEL A B B3 dimensio 9) A B3 RIDGE PIECE BEDDED MONOPITCH 1) All dimensions are in 'millimeters' unless 360 to be follo of s (MATTE FINISH WELDED TO BALUSTERS) HOLLOW CIRCULAR SECTION (270x520MM) specified 3) All leve eng WORKSHOP TOP WORKSHOP ROOF TOP A-403d DOUBLE-PITCH RIDGE PIECE 2) The drawingROOF is not to be scaled. The B14 MANGALORE TILE (260x540MM) specified. dimensions are strictly +10.00M (360x520MM) +10.00M to be followed. RESTING ON BOX SECTIONS 02 4) The co STAINLESS STEEL 360 3) All levels are unfinished levels unless B46 (MATTE FINISH WELDED dimensio TO BA B32 MIDLANDING SQUARE BOX SECTIONS(50x50MM @450MM c/c) specified. HOLLOW CIRCULAR SECTION RESTILE TECHNO SLABS TILE B25700 (260x540MM) elevation METAL CHIMNEY (700x700MM) 4) The contractor shall verify all on site PLACED ON TOP CHORD OF STEEL TRUSS FFL=+6.60M SECOND FLOOR LEVEL dimensions including site. SCREWED TO MANGALORE TILESSECOND FLOOR LEVEL SSL=+6.56M RESTING ON TIMBER BATTENSMATTE FINISHED(1520x600MM) 450 elevations prior to the commencement of work on +8.70M 5) The co FLOOR LANDING site. (670x520MM) +8.70M TOP CHORD ISA 6565 (10MM THK) TRUSS BOTTOM CHORD NUT (WELDED PARAPET WALL 1050MM HIGH ON BASE PLATE) project 5) The contractor shall inform the architect and/or FFL=+4.80M (230MM THK BRICK MASONRY) 01 DOUBLE ANGLE SECTIONS BACK TO BACK 70 project BOLTED TO BASE PLATE, BASE B3 (260x540MM) (ANCHOR FASTENED TO engineer STAIR SSL=+4.72M 01 40 80 B14 0 engineer on site regarding any PLATE IS WELDED BEAM condition 54 80 B46' B41 conditions/modifications RESTING ON TIMBER BATTENSTHROUGH TILE AND SCREEDI REBARS required t STAINLESS STEEL required to be done prior to the commencement MIDLANDING COPING STONE 150 MM THK ANGLE STRUTS ISA 5555 (8MM(50x50MM THK) @450MM c/c) of work. of work. WITH 25MM EXTERNAL MIDLANDING 300 FFL=+6.60M HOLLOW CIRCULAR SECTION PLASTER AND PAINT 6) The contractor shall coordinate and verify the ALTERNATIVELY ATTACHED ONOF EITHER SIDETRUSS 6) The co PLACED ON TOP CHORD STEEL SSL=+6.56M work indicated B26 B38 FFL=+6.60M (50x50MM @450MM c/c) OF GUSSET PLATE work indi on the drawings between the architectural and 110 SSL=+6.56M (WELDED TO TOP CHORD) WELDED TOvarious TOP CHORD OF STEEL TRUSS on the dra trade M.S GUSSET PLATE B3(10MM THK) FLOOR LANDING (MATTE FINISH WELDEDdrawings, TO BASE PLATE) including but not limited to structural, various tr CONNECTS DIFFERENT MEMBER BY NUT-BOLT electrical, WITH MATTE FINISH,ANTI-SKID RESTILE TECHNO SLABS TILE FFL=+4.80M drawings B3 plumbing, fire protection and exterior enclosure FOLDED RCC STAIRCASE (10MMNOSING THK) SSL=+4.72M B68 B76 (10MM THK) 150MM THK systems. MATTE FINISHED(1520x600MM) B51 B41 (1520x310MM) electrical, STEEL TRUSS RESTING ON R.C.C. COLUMN COMBINED WORKSHOP 1 B60 7) All work shall conform to relevant BIS codes plumbing CONNECTS and DIFFERENT MEMBER BYMIDLANDING NUT-BOLT DOUBLE ANGLE SECTIONS BACK TO BACK shall be CORRIDOR (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) B17 systems. TIEBACK=4290 55 70 KEY PLAN practice of each trade.TREAD 200 (ANCHOR FASTENED TObest STAIRCASE 2390 FFL=+2.70M 7) All wo (10MM THK) SPAN=7300 8) Any discrepancy is to be brought to the notice 55 80 SSL=+2.66M R.C.C. BEAM (230x450MM) of the and shall THROUGH TILE AND SCREEDING) FIRST FLOOR LEVEL BACK TO architect/SECTIONS consultant before commencement of BACK 100 DOUBLE ANGLE B51' B46 best prac WITH 25MM EXTERNAL PLASTER MANGLORE TILE ROOF 300 WITH MATTE FINISH (1520x150 the site. PROJECT NAME: +4.80M TILE SIZE(250MM x540MM) 8) Any dis A B 9) All work is to be completed to the satisfaction FIRST of site FLOOR LEVEL of the MIDLANDING PANCHAVATI ANECDOTES 110 (10MM THK) engineer/ project manager and architects A-403d PROJE +4.80M architect/ (8MM THK) FFL=+2.70M DOUBLE ANGLE SECTIONS BACK TO BACK SCALE 1:20 the site. SSL=+2.66M WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE 100MM THK BRICK SHEET BAT COBATITLE: SHEET NUMBER: B3 ALTERNATIVELY ATTACHED ON EITHER SIDE 360 MIDLANDING WITH NEERU FINISH PLASTER TO PROVIDE SLOPE TO TERRACE 9) PAN All wor B17 TOILET (SPAN 5500MM) SECTIONS NOSING (1520x310MM) MANGALORE TILE (260x540MM) OF GUSSET PLATE FLOORING IN CENTRAL COUR B51 of site B46A FFL=+2.70M - 301a FFL=+0.75M DOUBLE-PITCH RIDGE PIECE B32 PUMP ROOM RESTING SSL=+0.71M ON TIMBER BATTENS SSL=+2.66M engineer/ SHEET (670x520MM) 200 A-403e FFL=-0.55M

(270x520MM)

RIDGE

12 PIECE

1040

3390

IPS FLOORIN

1500

PERFORMING FFL=+5.40 SSL=+4.75

B109

140 150

1250

B91

30 29

B82

B74

150

B66

RCCQ OVERHEAD TANK (1500MM DEEP)

14 15

100

3980

WITH WHITE PAINT PRODUCED BY AN AUTODESK STUDENT VERSION

PB152

35 34

450

SECTION THROUGH WORKSHOP AND PERFORMING AREA SCALE 1:50 RCC SILL (125MMPB152 THK)

PB139

D10

610

300

IPS FLOORING

1500

FFL=+4.80M SSL=+4.76 M

440

450 300

750

1050

GROUND LEVEL

ARCHITECTURAL 03 04 05 06 07 SECTION 08

PB139

2020

01 A-301a

B93

ARCHITECTURAL SECTION

SECTION THROUGH WORKSHOP AND PERFORMING AREA SCALE 1:50

PB137

39 38

1240

750

PB82

PB132 GROUND PLINTH LEVEL +0.75M

IPS FLOORING

PB113

1150

PB111

PB152

01 A-301a

SSL=+4.76M

920

PB105

B76

GROUND PLINTH LEVEL CORRIDOR +0.75M FFL=+4.80M

COMBINED WORKSHOP 1

GROUND LEVEL (3070x4020 MM)

PRODUCED BY AN AUTODESK STUDENT VERSION

PB96 PB89

B68

600

B60

RCC BEAM 230MM x 600MM

600 150

STEEL TRUSS TO SUPPORT ROOF (NUT BOLTED VIA STEEL PLATE TO RCC BEAM)

2550

600

PB89 PB82

RCC CHAJJA (75MM THK)

ARCHITE SECTION THROUGH

PB139

01 A-301a

GROUND LEVEL

GROUND PLINTH LEVEL +0.75M

BOX SECTIONS (50MM x 50MM)

PB132

FIRST FLOOR LEVEL +4.80M

2110

B121

GROUND LEVEL

139

12 11

B121

B114

610

2110

450

300

B109

IPS FLOORING

139

NORTH LIGHT STEEL TRUSS NUT BOLTED ON RCC BEAMS. (FOR PERFORMING AREA)

B103

610 B111

2020

CORRIDOR FFL=+0.60M SSL=+0.56M

B109 2020

B82

440

B74

B111

IPS FLOORING

2550

PERFORMING AREA FFL=+5.40M SSL=+4.75 M

3980

1240 90

1440

920

32 31 30 12MM THK NEERU FINISHED 29 INTERNAL PLASTER

450

B103

COPING STONE 150 MM THK WITH 25MM EXTERNAL PLASTER AND PAINT

B91 440

34 33

B109 2020

B82

300

B74

450

B66

450

2080

B93

B103

PERFORMING AREA FFL=+5.40M SSL=+4.75 M

30 29

IPS FLOORING

PRODUCED BY AN AUTODESK STUDENT VERSION

SECOND FLOOR LEVEL +8.70M F

2350

RCC OVERHEAD TANK

D10

WORKSHOP ROOF TOP +10.00M

440

450

B93

34 33

1240

920

39 38

IPS FLOORING

B66

36 35

SECOND FLOOR LEVEL +8.70M

2350

IPS FLOORING

38 37

CORRIDOR BRICK MASONRY WALL(230MM THK) FFL=+4.80M 25 MM THK EXTERNAL PLASTER SSL=+4.76M WITH WHITE PAINT

600 150

RCC SILL (125MM THK)

+10.00M

450

IPS FLOORING

B76

1440

600

600 450 300

COMBINED WORKSHOP 1 (3070x4020 MM) FFL=+4.80M SSL=+4.76 M

1150

B68

PERFORMING AREA ROOF TOP +10.28M

1440

600 150

450 300

W2 B60

B76

CORRIDOR FFL=+4.80M COMBINED WORKSHOP 1 SSL=+4.76M PERFORMING AREA ROOF TOP (3070x4020 MM) IPS FLOORING +10.28M FFL=+4.80M SSL=+4.76 M WORKSHOP ROOF D10 TOP

1150

RCC CHAJJA (75MM THK)

B68

600

B60

55 54

2080

56 RCC BEAM 230MM x 600MM

TERRACE FLOOR LEVEL +12.7M

450

OHT TOP LEVEL +17.2M

STEEL TRUSS TO SUPPORT ROOF 58 (NUT BOLTED VIA STEEL PLATE TO RCC BEAM) 57

TERRACE PARAPET LEVEL +13.8M

GENERAL NOTES

750

450

2550

COPING STONE 150 MM THK WITH 25MM EXTERNAL LPLASTER AND PAINTM

300

2080

PRODUCED BY AN AUTODESK STUDENT VERSION

PB113

460MM THK BRICK MASONRY WALL

460MM THK BRICK MASONRY WALL Ø60 70

Ø60 60MMØ HANDRAIL - STAINLESS

STEEL, HOLLOW CIRCULAR 60MMØ HANDRAIL - STAINLESS SECTION(WELDED TO STEEL PLATE) STEEL, HOLLOW CIRCULAR 5MM THICK STEEL PLATE 160 20

(WELDED TO HANDRAIL AND SOLID

SECTION(WELDED TO STEEL PLATE) 20

5MM THICK STEEL PLATE

Ø60

PROJECT

PANCH

SHEET TIT

STAIRCA

PRODUCED BY AN AUTO

160

BEAM (ON 100MM THK PCC BED)

450

PB2

UNDERGROUND R.C.C. WATER TANK (3200x3900x1500MM) CAPACITY=15M³

01 A-402b

DETAILED SECTION OF STAIRCASE

SCALE 1:20

230MM THICK BRICK MASONRY WALL

(WITH 12MM THK INTERNAL PLASTER 25MM THICK EXTERNAL NEERU FINISH PLASTER)

C22- 230x500 F

300

1240

300 300 2130

300

230x500MM RCC COLUMN SUPPORTING THE STAIRCASE

330

300

1000

300

(WITH 25MM EXTERNAL PLASTER)

1000

C4- 230x500 600

1500 600

14 600

60MM Ø HANDRAIL

C21- 230x500

1450 Ø800

600

600 4200

MIDLANDING FFL=+2.70M SSL=+2.66M 13

STAINLESS STEEL HOLLOW CIRCULAR SECTION

12MM THICK MIDLANDING TILING

CENTRAL COURTYARD FFL=+0.75M SSL=+0.65M

1600

C3- 230x500

RESTILE TECHNO SLABS TILE MATTE FINISHED(1520x600MM)

80MM Ø NEWEL POST STAINLESS STEEL HOLLOW CIRCULAR SECTION 1100MM TALL

600

12MM TREAD TILING 1380

UP 3910 600

1200

310

300

RESTILE STEP UP TILE WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE NOSING (1520x310MM)

1600

01 A-402

300

60MM Ø HANDRAIL

140

C2- 230x500

STAINLESS STEEL HOLLOW CIRCULAR SECTION FIXED ON WALL

460

C20- 230x500

DETAILED PLAN OF STAIRCASE A-402a

SCALE 1:20

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION 19

MIDLANDING FFL=+6.60M SSL=+6.56M

40MM Ø HANDRAIL

300

FLOOR LANDING FFL=+4.80M SSL=+4.76M

12MM THICK TILING

RESTILE TECHNO SLABS TILE MATTE FINISHED(1520x600MM)

25MM THK SCREEDING ON R.C.C SLAB

230 x 450MM PERIPHERAL FLOOR LANDING R.C.C BEAM

B17

150MM THK FOLDED R.C.C STAIRCASE

WITH NEERU FINISH PLASTER

80MM Ø NEWEL POST

2980

PUMP ROOM FFL=+0.55M SSL=+0.25M 2030

STAINLESS STEEL HOLLOW CIRCULAR SECTION

STAINLESS STEEL HOLLOW CIRCULAR SECTION 1090MM TALL

3380

1090

580

12MM TREAD TILING

RESTILE STEP UP TILE WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE NOSING (1520x310MM)

CENTRAL COURTYARD FFL=+0.75M SSL=+0.65M

80MM Ø NEWEL POST STAINLESS STEEL HOLLOW CIRCULAR SECTION 1100MM TALL

80MM THICK PAVER BLOCKS

UNDERGROUND TANK

1500

SW1

160

1570

TILING IN CENTRAL COURTYARD 720

PRODUCED BY AN AUTODESK STUDENT VERSION

3690

2170

MIDLANDING FFL=+2.70M SSL=+2.66M

40MM Ø BALUSTERS

1100

2250

930

STAINLESS STEEL HOLLOW CIRCULAR SECTION

1110

SW2

PB22

600x230MM RCC PLINTH BEAM (ON 100MM THK PCC BED)

450

PB2

UNDERGROUND R.C.C. WATER TANK (3200x3900x1500MM) CAPACITY=15M³

19 19

18 18

01 A-402b

DETAILED SECTION OF STAIRCASE SCALE 1:20

14 14

230MM THICK BRICK MASONRY WALL

(WITH 12MM THK INTERNAL PLASTER 25MM THICK EXTERNAL NEERU FINISH PLASTER)

C22- 230x500 F

C4- 230x500

PRODUCED B

PRODUCED BY AN AUTODESK STU

C63- 230x500

C61- 230x500

C56- 230x500

230MM THICK BRICK MASONRY WALL

SILVER FINISH(1650x650MM) SILVER FINISH(1650x650MM) GL

250

270

250

3180

PB73

DETA A-401b

SCALE SCALE 1:25 1:25

2530

PVC NAHANI TRAP(100MMØ) PVC NAHANI TRAP (100MMØ)

DETAILED PLANPLAN OF TOILET DETAILED OF TOILET A-401a A-401a

800

210

2100 1410 800 4290

WASH BASIN- COUNTER TOP

CERA WASH BASINS-OVAL (SNOW WHITE)(560x470MM) (SNOW WHITE)(560x470MM) CODE-S2030104 CODE-S2030104

BELGIAN GLASS MIRROR BELGIAN GLASS MIRROR

1520

400

PARRYWARE(WHITE)(450x675x60MM) LARGE URINAL DIVISION (WHITE)(450x675x60MM) CODE- C0507 CODE- C0507

450

PARRYWARE LARGE URINAL DIVISION URINAL PARTITION

WASH BASINTOP CERACOUNTER WASH BASINS-OVAL

270

600

800

URINAL PARTITION

660

15 A-401d

1000 200

260 260

3180

1100

(STAR WHITE)(460x300x710) HINDWARE URINALS (STAR WHITE)(460x300x710)

870

1620 800

710

15 02 A-401d

1410

1600

OLYMPUS STANDARD URINAL

660

800

15 15 A-401c A-401c

C59- 230x500 C59- 230x500

2100

710 2560

FFL=+0.15M PORCELAIN TILING SSL=-0.07M

770

1200

710

1200

WITH 12MM THK INTERNAL PLASTER

450

8401680

1680

920

840 840

340

340 01

WALL

WITH 12MM THK INTERNAL PLASTER

URINALS OLYMPUSHINDWARE STANDARD URINAL

250

B56

150MM INTERNAL WALL F

HIS

70 70

C67230x500 C67230x500 H

HEIGHT-2400MM SOMANY TILES (POLO BIANCO) (GLOSSY WHITE)(300x300x12.5MM) HEIGHT-2400MM 150MM INTERNAL

250

TWO PIECE WALL HUNG WC

TWOWC PIECE WALL HUNG WC CERA CALLAGHAN CERA CALLAGHAN WC (SNOW WHITE)(630x405x730MM) CODE-S1031104 P TRAP (SNOW WHITE)(630x405x730MM)

B98

400

800

CODE-S1031104 P TRAP

9MM THICK FLOOR TILING

RESTILE GRANAMTIE COLLECTION 9MM THICK FLOOR TILING (STEEL GREY)(300x300MM) RESTILE GRANAMTIE COLLECTION B86

B93

B98

B93

WIRE (1200MM LONG) B87' GYPSUM BOARD PANELS

PB102

450

PB93

450

2410 2850

CRISP AIR EXHAUST FAN OPERABLE USHA LOUVERED (IVORY) CODE- B009ZBD3KO WINDOWS(600x500MM) DADO CLADDING OPERABLE LOUVERED

200

B87'

USHA CRISP AIR EXHAUST FAN (IVORY) CODEB009ZBD3KOFAN(150MMØ) EXHAUST

1520

SOMANY TILES (POLO BIANCO) WINDOWS(600x500MM) (GLOSSY WHITE)(300x300x12.5MM) DADO CLADDING HEIGHT-2400MM

SOMANY TILES (POLO BIANCO) OLYMPUS STANDARD URINAL

(GLOSSY WHITE)(300x300x12.5MM) HINDWARE URINALS HEIGHT-2400MM (STAR WHITE)(460x300x710)

350

400 800

400 800 1520 PB86

SCALE 1:25

EXHAUST FAN (150MMØ) 10MM THK (600x600MM)

600 400

1520 800

350

350 400 800

1520 350

430

900

1100430

500

100

1520

900

1520

2870

100

DETAILED SECTION OF TOILET-02

A-401c

4300

200

600

4300

200

450

250

2870 200

2420

PB102

A-401c

B87

160MM BBC FOR SLOPING FALSE CEILING HANGER WIRE (1200MM LONG) FALSE CEILING HANGER GYPSUM BOARD PANELS

500

1100

2420 400 800

400 800

350

1520

1520 PB112

PB112

B87

25MM THK SCREEDING

(600x600MM) 10MM THK

200

4500

250

4500

250

GREY)(300x300MM) 25MM THK (STEEL SCREEDING

160MM B86 BBC FOR SLOPING

250

B102

400

800 B102

350

PRODUCED BY AN AUTODESK STUDENT VERSION

CODE-F8030401AB CERA FAUCETS (POM FAUCET) WITH 1.2M BRAIDED HOSE PIPE DADO CLADDING CODE-F8030401AB

SOMANY TILES (POLO BIANCO)

(GLOSSY WHITE)(300x300x12.5MM) DADO CLADDING B56

250

PORCELAIN TILING

OLYMPUS STANDARD URINAL

HINDWARE URINALS HEALTH FAUCET

(STAR CERA FAUCETS (POMWHITE)(460x300x710) FAUCET) WITH 1.2M BRAIDED HOSE PIPE CODE-F8030401AB HEALTH FAUCET FAUCETS 9MM THICKCERA FLOOR TILING(POM FAUCET)

RESTILE GRANAMTIE COLLECTION PB87 WITH 1.2M BRAIDED HOSE PIPE (STEEL GREY)(300x300MM) CODE-F8030401AB

PB86

9MM THICK FLOOR TILING

RESTILE GRANAMTIE COLLECTION (STEEL GREY)(300x300MM)

PB87

DETAILED SECTION OF TOILET-02 SCALE 1:25

T VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

1300

C49- 500 DIA

FFL=+0.15M HIS SSL=-0.07M

870

1300

07 07

WITH 1.2M BRAIDED HOSE PIPE HEALTH FAUCET

08 08

C58- 230x500

920

840

1150

CODE-S2030104

CERA WASH BASINS-OVAL HEALTH FAUCET (SNOW WHITE)(560x470MM) CODE-S2030104 CERA FAUCETS (POM FAUCET)

C49- 500 DIA

09 10 09

770

C66- 230x500

870 720

2560

800

1100 1000

1150

1000

(SNOW WHITE)(560x470MM) C45C 230x500 WASH BASIN- COUNTER TOP

1620

C66- 230x500 F

10 11

C58- 230x500

SLATE TILING

C66(230x500MM)

TOP

1520

B46

CODE-S1031104 TRAP TWO PIECE WALL HUNGPWC

CERA CALLAGHAN WC C (SNOW WHITE)(630x405x730MM) WASH BASIN- COUNTER CODE-S1031104 P TRAP CERA WASH BASINS-OVAL

C45- 230x500

B51

(WITH 12MM THK INTERNAL PLASTER WITH 15MM DADO TWOCLADDING PIECE WALL HUNG WC B51 DN25MM THICK CERA EXTERNAL NEERU WC CALLAGHAN FINISH PLASTER) (SNOW WHITE)(630x405x730MM) B

440

C54- 230x500

SSL=-0.07M PASSAGEWAY SLATE TILING

440

C57- 230x500

FFL=+0.15M

C54- 230x500

13 C57- 230x500

FFL=+0.15M SSL=-0.07M 1100

800

710

C66(230x500MM)

800 710

1600

1000

PASSAGEWAY

1000

2100

C62- 230x500

1600

2100

PORCELAIN TILING

C62- 230x500

1000

720

710

1000

C65- 230x500

800

300

250

300

C65- 230x500

260

280

300

PORCELAIN TILING

HER

FFL=+0.15M SSL=+0.01M

250

300

710

260 W1

FFL=+0.15M SSL=+0.01M

870

C W1

710

270

HER

1000

800

710

1200

710

1200 D5

2701300

280

340

C56- 230x500

N AUTODESK STUDENT VERSION

-A-401b

1000

C61- 230x500

1300

340

-A-401b

C63- 230x500 B

(WITH 12MM THK INTERNAL PLASTER WITH 15MM DADO CLADDING 230MM THICK BRICK 25MM THICK EXTERNAL NEERU MASONRYFINISH WALLPLASTER) 01

06 Family Home at Nagpur

Professional Practice | Semester 8 | SJK Architects

Guided by - Ar. Payal Jain, Ar. Vaishali Shankar Project type - Residential Site - Nagpur, Maharashtra Site area - 922 sqm. B.U.A. - 1817sqm. The Nagpur house reinterprets the idea of a ‘haveli’ to adapt to an urban, contemporary circumstance. Designed for a traditional Indian joint family - the emphasis is to ensure a variety of semi-open and enclosed common spaces that encourage a sense of togetherness and community, spaces that can help hold a large family together. Available ground area coverage led to a G+5 storied structure, at the physical and symbolic heart of which is a ‘chowk’ that brings in light and connects different levels and spaces. The skylight above the ‘chowk’ is a ‘jali’ – crafted in wood with traditional motifs, it will help diffuse the harsh Nagpur sun in the summer months; the motifs forming ever changing shadow patterns on the walls and floor of the ‘chowk’ with the movement of the sun. The jali’s also protects the verandah’s and jharokha’s of the bedroom’s while allowing for the flexible creation of interior micro-climates through their many layers. The aesthetic that emerges is both contemporary as well as seeped in tradition and aptly represents this family, navigating 21st century India with much celebration of 3 generations living together. There are 8 bedrooms, 6 living rooms and kitchens and pantries spread across 5 floors - all wrapping around the central atrium. The 4th floor is envisioned as an independant entity in a lighweight steel framework & is used to entertain guests, comprising - formal living, dining & bar. The top 5th floor serves as an amenity space with spas, a gym & storage.

Sections GFC Family home at Nagpur

TASK: Resolution of section,mainly for fourth and fifth floors. Updating section GFC drawings with reference to the same. Working towards resolution of staircase and roof and reflecting the same in section. Preparing and updating details for necessary junctions.

620

1615

AC C

7000

1620

2230

5745

1905

Centre of R7

11745

2115

Centre of R3 ,R4

J 620

4020

Skylight

Roof Level T.O.S.+23.100m Roof Level Eaves End T.O.S.+22.500m

Centre of post

Fifth Floor

Centre of post

150 200

200

150

Building Edge

3225

2400

Existing Building Extent

200

150

B16

6-8mm thk Internal Ceiling Plaster

Verandah 2400

955

Non Structural Posts & Railing around courtyard

150

200

R3 B6b

MS Bracket in PVD finish

2380

2385

False Ceiling

955

Living Room Fixed railing

F.F.L.+4.600m

+0.000m STRUCTURAL:

MEP:

PMC:

Complete MEP Design Solutions

MANJUNATH & CO. CONSULTING ENGINEERS -2;665, Millernium, Veer Savarkar Marg, #236 5th CROSS, Dadar (W), K.G. NAGAR, Mumbai-400028. BANGALORE - 560019 TEL.NO.: 080- 26616610 nimish.shah@meptekcons ultants.com email: manjaxe2010@gmail.com

This "drawing" is the copyright of SJK Architects and shall not be used for any purpose other than

Roof Level T.O.S.+23.800m

Wooden screen and glass sandwiched window shutter

MS Staircase with Old BTC treads

230mm thk Brick wall 115mm thk Brick wall

Compacted Earth

200mm thk Light weight AAC wall

2400

Rubble Soling PCC

100

Note: Refer detail drawings for Steel open riser staircase

1. All Plinth Beams to be revised as per final Structural Drawings. 2. Staircase and Courtyard Railings have not been shown in the drawings for clarity. 3. Refer latest revision for relevant detailed drawings. 4. Refer latest revision of ID detailed drawing as mentioned

MATERIAL LEGEND

100

3800

Informal Living Room

100mm thk Light weight AAC wall Brick Bat Coba

OTLA M.G.L

Brick Bat Coba with Waterproofing

PB1

PB3

RCC Slab / Beams

SECTION 2-2

GENERAL NOTES:

SPECIFIC NOTES / LEGEND:

1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any10 Discrepancies In09 the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution.

1. All Boxed Dimensions are finished dimensions (i.e. after plaster, dado etc). Remaining are unfinished dimensions. 2. All External surfaces of walls shall have 20mm thk External Sandfaced Plaster. 3. All Internal surfaces of walls shall have 12mm thk Backing Coat of Plaster + POP Punning. (Except toilet walls, which will receive waterproofing and dado finish).

600

250

150

150 3800

Dining Room

PB4

PB1 Refer NH-WD-DET-001 Section Q-Q

Ground Level

that for which it has been loaned.

Refer NH-WD-DET-005 Section J-J

100 250

600

T.O.S.+0.550m

100

Plinth Level

302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. : 022-2309 0983 email: design @sjkarchitect.com

R3 B6b

1450

Existing Compound Wall

2900

ON HOLD

Refer NH-WD-DET-004 Section E-E

2400

2900

F.F.L.+0.600m

250

Caretaker's Room

3950

Ground Level

2250

Refer NH-WD-DET-004 Section C-C

B.O.Chajja.+4.30m

2400

First Floor Chajja Level

B4A

900

2400

T.O.S.+4.550m

200

150

Fixed Glass

First Floor

ARCHITECT:

Note:

Sliding Jali

11250 mm

3275

2385

3300

1310

Chajja Edge

Balcony Edge

Corridor

Refer NH-WD-DET-009 Section J-J

2400

Brickwall in elevation First Floor

R3 B6b

2385

Courtyard

Refer NH-WD-DET-008 Section E-E

Pantry 2550

3500

WIW

2380

2400

RCC Lift Shaft in elevation

2388

2400

B4A

750

Second Floor Chajja Level

2385

2388

T.O.S.+8.050m B.O.Chajja.+7.85m

1310

Corridor

250 200

150

Second Floor

150

Refer NH-WD-DET-008 Section C-C

F.F.L.+8.125m

B18

150

Pantry 2475

3500

WIW

Refer NH-WD-DET-012 Section J-J

Refer NH-WD-DET-011 Section E-E

Second Floor

2400

3450

2400

800

Third Floor Chajja Level B.O.Chajja.+11.35m Wooden screen and glass sandwiched window shutter

400

T.O.S.+11.550m

2400

Third Floor

B16

150

F.F.L.+11.625m

150

Refer NH-WD-DET-011 Section C-C

R.C.C. Chajja

Fixed Post/Railing Refer NH-WD-DET-014 Section F-F

Verandah

2400

2475

3500

WIW

3263

2400

Refer NH-WD-DET-011 Section E-E

R4 B6b

2400

B.O.Chajja.+14.85m

Refer NH-WD-DET-013 Section D-D

3225

750

Fourth Floor Chajja Level

Third Floor

3263

3263 200

T.O.S.+15.050m

False Ceiling 150 mm dia steel Column Sliding window

150

200

1250

Fourth Floor Courtyard

Ext. false ceiling panel

Bar

2400

Pantry

F.F.L.+15.300m

Fourth Floor

3263

4400

Fourth Floor

Refer NH-WD-DET-017 Section E-E

Refer NH-WD-DET-017 Section C-C

2000

Chajja Edge

200

Balcony Edge

RCC upstand beam Composite Steel Beam

R5 B12

200

Refer NH-WD-DET-016 Section F-F

T.O.S.+15.250m

R7 B8a

737

R6 B4

Building Edge

2850

T.O.S.+19.450m

150

300

Fifth Floor

3300

T.O.S.+19.625m

150

T.O.S.+19.700m Fifth Floor Courtyard

PCC non-structural

KEY PLAN

REVISION NOTES:

PROJECT:

NAGPUR HOUSE

04A

4500

03A

1635

1310

02A

5170 2550

DRAWING TITLE:

SECTION 2-2

CLIENT:

JAIN FAMILY

DRAWING NO: NH-DD-SEC-001-R0

01A

01 R0 REV NO: DATE OF REVISION:

4500

1310

1635

DATE OF ISSUE: SCALE:

600

Skylight

02-03-2021

1:75

SHEET SIZE:

PURPOSE : GFC DRAWING

Roof Level Eaves End T.O.S.+22.500m

Fifth Floor F.F.L.+19.700m

Fixed railing

Fifth Floor Courtyard

200 mm thk Brick bat coba

B3b R5

Fixed Post

Building Edge Balcony Edge

Terrace

2400

Fourth Floor F.F.L.+15.300m

Refer NH-WD-DET-018 Section H-H 3275

3263

Formal living room

3263

Refer NH-WD-DET-016 Section G-G False ceiling

4400

150 mm dia steel Column

737

B3a

Ext. False ceiling panel

150

737

Composite Steel Beam

1137

T.O.S.+19.450m

150

250

Fifth Floor

150

T.O.S.+19.625m

Chajja Edge

Fourth Floor Courtyard

Fourth Floor Chajja Level

3450

Refer NH-WD-DET-014 Section H-H

B9a

200

B3a

200

CB1

B.O.Chajja.+14.85m

150

T.O.S.+15.050m

150

200

Fourth Floor

200

T.O.S.+15.250m

B.O.Chajja.+14.85m Fourth Floor Chajja Level

Building Edge

200

200 3237

200

2412 250

Refer NH-WD-DET-004 Section E-E

Informal Living Room

Lobby

250

MATERIAL LEGEND B9

PB1

Ground Level

230mm thk Brick wall

RCC column in elevation

115mm thk Brick wall 200mm thk Light weight AAC wall

PB4

+0.000m MEP:

Complete MEP Design Solutions

-2;665, Millernium, Veer

PMC:

100

250

100

550

T.O.S.+0.550m

MANJUNATH & CO. CONSULTING ENGINEERS

First Floor Chajja Level

Existing Compound Wall

Plinth Level

STRUCTURAL:

Wooden screen and glass sandwiched window shutter

B.O.Chajja.+4.30m Refer NH-WD-DET-004 Section A-A

Existing Compound Wall

ARCHITECT:

Brick wall in elevation

2412

Refer NH-WD-DET-008 Section A-A

600mm wide RCC Chajja

2900

F.F.L. +0.600m

3012

2400

Semi-Formal Living

3700

4000

Ground Level

Non Structural Fixed Posts & Railings around Courtyard

Note:

1310

150

CB1

B.O.Chajja.+4.30m

B11a

Corridor

2550

for HVAC

200

Courtyard

3800

First Floor Chajja Level

250

150

1500

900

T.O.S.+4.550m

Toilet

Refer NH-WD-DET-011 Section A-A

Refer NH-WD-DET-008 Section E-E

150

Corridor 1310

First Floor

200

3300

3012

3262

2862

3500

Refer NH-WD-DET-005 Section G-G

600mm wide RCC Chajja

First Floor

Toilet

500 200

CB1

R3a

Refer NH-WD-DET-011 Section E-E

20 mm thk External Sandfaced Plaster

F.F.L. +4.600m

Jharokha in elevation

3000

250

200

T.O.S.+8.050m

150

Refer NH-WD-DET-009 Section G-G

Second Floor

Balcony

2400

Toilet

2979

3229

CB1

2400

12 mm thk Internal Backing Plaster + POP Punning

2829

3500

Second Floor

Living Room

1310

150

F.F.L. +8.125m

Corridor

2550

150

250

200

T.O.S.+11.550m

Courtyard

150

Refer NH-WD-DET-012 Section G-G

Chajja Edge

Third Floor

Corridor

3300

F.F.L. +11.625m

Toilet

1310

Balcony Edge

200

Third Floor

3225

3441

3500

3429

R.C.C. Chajja

PB2

M.G.L

100mm thk Light weight AAC wall Brick Bat Coba Brick Bat Coba with Waterproofing RCC Slab / Beams

PB1

SECTION 6-6

PCC non-structural

KEY PLAN REVISION of NOTES: NH-DD-SEC-003-R0 DRAWING The drawings are intellectual property SJK ArchitectsPROJECT: and cannot be used for anyNO: other purposes

GENERAL NOTES:

SPECIFIC NOTES / LEGEND:

1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified.

NAGPUR HOUSE CLIENT:

DRAWING TITLE:

SECTION 6-6

Beam Allignment GFC Family home at Nagpur

TASK: Trying out a couple options for peripheral twin steel columns by taking all

structural constraints and the visual impact into consideration. Rearranging spaces for better utilization of the floor space and better experience. Reflecting the same in the Fourth floor Beam Allignment GFC and updating respective details for the same. SLAB LEGEND

15.05m

RCC Beam

15.25m

100mm dia Sleeve, B.O. Sleeve at 50mm above Slab

RCC Column/Shear wall

Plumbing Shaft (900mm x 300mm)

200mm thk RCC slab

S2b

Plumbing Shaft (1150mm x 300mm)

Electrical Shaft (900mm x 300mm)

Storm water Shaft (125mm x 175mm)

02A

Ceiling plaster

T.O.S.+15.050m

B.O.S.+14.850m

15.05m

50mm thk Finished floor 25mm thk IPS Fourth Floor

Waterproofing

Start point for steel

NORTH AD

This "drawing" is the copyright of SJK Architects Column stops at 15.250m

S2a

Plumbing Shaft (900mm x 300mm)

S2b

Plumbing Shaft (1150mm x 300mm)

Electrical Shaft (900mm x 300mm)

Storm water Shaft (125mm x 175mm)

600 1500

1410

LIFT

Toilet

eq 1800

300 300

100 04B

REVISION NOTES:

PROJ

Y B18

285

300

SC7

Note: Refer detail drawings for Steel open riser staircase

CB1

R0 03-11-20 300

NAG

Slab edges and beam typology updated

02-12-20

B3a

1310

04A

F Shaft sizes updated, Sunk slab added,

Column/Beam nomenclature and sizes updated.Change in drain location.

12-03-21 B3

S2 0.65 x 0.2 x

175

955

Corridor

C1a

0.9 x 0.3 S2a

Bar

B16

B18

285 400

300

200

JAIN

03A

REV DATE

SC7

1100 E

2000

Detail D

SC6

CLIEN

1345 H

SC7

100 x

COURTYARD

SC7

B6b

D 75

175

W1 2330

Caretaker 02

C1a

S2b S3 FOURTH FLOOR 1.15 x 0.3 0.9 x 0.3 405 T.O.S. +15.225 M 100mm thk slab band

SC6

SC7

515

600

02A 03

03 x

Plumbing Shaft (650mm x 200mm)

S1 0.255 x 1.355 x

1010

300

B16

Formal Living Room

B3a

485

300

Detail A

Detail B

1015

300

Note: Exact location of these walls shall be as per Fourth Floor Masonry drawing

HVAC & Plumbing Shaft (255mm x 1355mm)

B6a 2435

Toilet

785

1800

5170

SERVICES CUTOUT LEGEND

BUILDING EXTENT

17400

C1b

B3b

CHAJJA EXTENT

SC6D-D Section

Caretaker 03

that for which it has been loaned.

B14

1130

1570

and shall not be used for any purpose other than

SC7

3700

TEL.NO.: 080- 26616610 email: manjaxe2010@gmail.com

Dadar (W), Mumbai-400028. nimish.shah@meptekcons ultants.com

1. All Boxed Dimensions are finished dimensions (i.e. after plaster, dado etc). Remaining are 1570 1570 unfinished dimensions B10 B8 2. All External surfaces of walls shall have 20mm thk External Sandfaced Plaster. 570 895 FOURTH FLOOR x x x x 3. All Internal surfaces of walls shall have 12mm thk Backing Coat of Plaster + POP Punning. T.O.S. +15.250 M (Except toilet walls, which will receive waterproofing and dado finish). 4. Refer to Site Plan for Otla all around the Building.

TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. : 022-2309 0983

SC7

NORTH

CHAJJA EXTENT

MANJUNATH & CO.

1285 200

100mm dia Sleeve, B.O. Sleeve at CONSULTING ENGINEERS -2;665, Millernium, Veer This beam can be partially 302-303,VEENA Savarkar Marg, 50mm above Slab KILLEDAR INDL.EST. upstand or downstand #236 5th CROSS, depending

Complete MEP Design Solutions

530

Steel Column email: design @sjkarchitect.com

SC7

Staircase Slab Detail (1:10) B1

SPECIFIC NOTES / LEGEND:

1. All Dimensions Are In 2395 MILLIMETERS Unless Otherwise Specified. 300 300 2. All Dimensions Specified Are SC6 Unless UnFinished Dimensions, Otherwise specified. 3. All structural dimensions shall be 600 1315 referred as per Consultants' drawings. 4. DO NOT SCALE Drawing C1b 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution.

CLIENT: 200mm deep metal stringer of 2 plates 12mm with a 16mm gap JAINthk FAMILY

2115

SC7

15.25m

C1c

Detail C B2

1315

B8a

FOURTH FLOOR T.O.S. +15.250 M

B10a x

285

300

FOURTH FLOOR

300 01A

SC7

Terrace B16

T.O.S. +15.050 M

B18 Y

300

Formal Dining

300

600

Pantry

300

4500

SC7

FOLD IN SLAB

300

SC7

S5a

15.05m

RCC Beam

SC7

RCC Concealed Beam

K.G. NAGAR,

SC6

1310

on adjoining slab condition BANGALORE - 560019

1905

REV NO: 200mm thk RCCOFSlab REVISION: 12-03-20 DATE

15.25m

4500

15.05m

RCC Upstand Beam

NOTE 2:

GENERAL NOTES:

PMC:

RCC Downstand Beam

,10/14,PAIS STREET, BYCULLA-WEST,

SC6

175

NOTE 1: 1. Sizes of all Structural members shall be confirmed with Structural drawings prior to ordering or execution. 2. All these Structural beams are concealed in the RCC slab

MEP:

MUMBAI-400 RCC Column/Shear wall 011

1265

STRUCTURAL:

S5a

Shaft sizes updated, Sunk slab added, Column/Beam nomenclature and sizes 515 J updated.Change in drain location.

BALCONY

T.O.B. Level

15.25m

SC5

175

with a 50mm gap

1680

12-03-21 I

Glazing as per detail dwg

1310

Type

ARCHITECT: R4 - ISMC 200 B/B

(Scale 1:40)

ISMC 200 B/B with a 50mm gap

BEAM/ COLUMN LEGEND Hatch

Detail D

RCC Chajja Wall on slab

200mm deep metal stringer of 2 plates 12mm thk with a 16mm gap

Plate as per structural detail

03-11-20 2560

G 1130

X E1

200mm thk Brick Bat coba PROJECT: filling Tread and Riser as per staircase detail dwgNAGPUR HOUSE

REVISION NOTES:

25 thk IPS

300

25 thk IPS R4

15.225m

EXTENT

300

15.225m

100

toCHAJJA be cast with the main slab

1820

150, Cantilevered

1470

25 thk IPS

800

15.225m

Waterproofing Toilet

that for which it has been loaned.

300 (Brick Bat Coba) =

02A 200

15.05m

15.05m 200mm 100 100 sunk+100mm raise Waterproofing

15.05m

2670

200

1615

200

BALCONY

15.05m

B6b

Note: Refer Staircase drawings for Stringer beam detail

100

15.05m

25mm thk IPS 6mm x 6mm groove

SPECIFIC NOTES / LEGEND:

100

T.O.B/ T.O.S.+15.225m 150mm thk RCC slab

150mm thk RCC PMC: GENERAL NOTES: Cantilevered Slab (at 25mm 1. All Dimensions Are In level drop = 15.225m)

MEP:

Complete MEP Design Solutions

15.25m

115

200, Cantilevered 200, Cantilevered

2330 Tension cables fixed slab to slab through stringer plates

90 50 90 100

4500

200

NH-WD-DET-014-R1 AE

185

200

SECTION H-H

Fourth FloorDimensions are finished dimensions (i.e. after plaster, 1. All Boxed dado etc). Remaining are column centreline AB AC D grid spacing E MILLIMETERS Unless Otherwise AA unfinished dimensions 100 B.O.S.+15.075m 200100 (Brick Bat Coba) 2. All External surfaces of walls shall have 20mm thk External Sandfaced Plaster. 2000200mm thk RCCSpecified. Slab (at X X X=2230 X X 2. All Dimensions Specified Are 12mm 3. All Internal surfaces of walls shall have 12mm thk Backing Coat of Plaster + POP Punning. internal plaster thk 25mm level dropUnFinished = 15.225m) Dimensions, Unless (Except toilet walls, which will receive waterproofing and dado finish). A B C Otherwise specified. 4. Refer to Site6-8mm Plan for Otla MANJUNATH & CO. thkall around the Building. Terrace CONSULTING ENGINEERS -2;665, Millernium, Veer 22230 3. All structural dimensions shall be 302-303,VEENA KILLEDAR INDL.EST. Savarkar Marg, #236 5th CROSS, Waterproofing Dadar (W), ,10/14,PAIS STREET, BYCULLA-WEST, K.G. NAGAR, Ceiling plaster referred as per Consultants' drawings. Mumbai-400028. MUMBAI-400 011 BANGALORE - 560019 1615 7000 3850 1670 TEL.NO.: 022- 2300 8766, 022-23008761 TEL.NO.: 08026616610 nimish.shah@meptekcons NOTE 3:email: Waterproofing to 4. DO NOT SCALE Drawing 115 ultants.com FAX.NO. : 022-2309 0983 200 (Brick Bat Coba) email: design @sjkarchitect.com manjaxe2010@gmail.com continue on vertical surfaces for 5. BALCONY Any Discrepancies In the 25mm Drawings thk cement mortar with BUILDING EXTENT Toilet This "drawing" is the copyright of SJK Architects300mm above floor finish 115 115 Shall Be Brought To The Notice Of mesh as per struc detail Waterproofing weld Terraceother than and shall not be used for any purpose The Architect,Prior to Execution. Filling depth (mm)

Section

Corridor Slab D

T.O.S. Level B6b

Fourth Floor B.O.S.+14.650m

135

100

Thickness(mm)

Fourth Floor B.O.S.+14.850m

12mm thk internal plaster

230mmB7 thk brick masonry aligned to RCC beam below as per Third floor Section H-H masonry

Centre of Detail - Staircase Slab G' R4

STRUCTURAL:

Fourth Floor T.O.S.+15.050m

Staircase Slab Detail

150

SLAB LEGEND Hatch

115

Fourth Floor

Section E1-E1

Fourth Floor T.O.B.+15.250m

230mm thk brick masonry B.O.B.+14.650m wall aligned to RCC beam as per Third floor masonry

Corridor Slab Detail (1:10)

100mm thk slab projection

25mm dro

structural dwg

6-8mm thk Ceiling plaster 115 Tread and riser as per staircase detail dwg

25mm thk IPS

25mm drop in corridor slab 12mm thk internal plaster

230mm thk brick masonry aligned to RCC beam below as per Third floor masonry

ARCHITECT:

200mm thk RCC slab

Fourth Floor

plaster

2330

25mm thk IPS

Fixed post as per detail dwg

50mm thk Finished floor

Fixed post as per detail dwg

Twin Column view options

02A 142

Glazing as per detail dwg 50mm thk Finished floor

Fourth Floor

100

6-8mm thk Ceiling thk plaster 12mm internal

600mm wide RCC chajja

Fourth Floor Slab in elevation Glazing as per detail dwg T.O.B.+15.250m 12mm thk plate as per

175

Fourth Floor 150mm thk RCC slab B.O.S.+15.075m Fourth Floor 6-8mm thk

Centre of ISMC B/B

(Scale 1:40)

04 Column as per structural dwg 1310

6mm x 6mm groove T.O.S.+15.225m

100

S2a

100

NH-WD-DET-013-R2

Living Room Chajja Detail

200mm thk Brick Bat coba filling Column as per structural dwg

In-ground Light fixture within floor finish as per detail dwg

200mm thk Brick Bat coba filling with waterproofing for terraces

100

Plumbing Shaft (650mm x 200mm)

25mm drop in corridor/ slabdwg Fixed postlanding as per detail

25mm thk IPS

HVAC & Plumbing Shaft (255mm x 1355mm)

DETAIL DetailBB

Section B-B

NH-WD-DET-013-R2 (Scale 1:40)

1310

6 X 6mm groove

DETAIL DetailAA

Detail - Services Shafts 03

02A

50mm thk Finished floor

Column stops at 15.250m

SERVICES CUTOUT LEGEND

115

142

Glazing as per detail dwg

Steel Column

04 45

115

12 75

15.25m

RCC Concealed Beam

Fourth Floor B.O.S.+14.850m

25(w) x 6(d) mm Drip edge in plaster (Opt #1)

14170

RCC Upstand Beam

03A

185

6-8mm thk Ceiling plaster

4500

15.05m

1310

RCC Downstand Beam

Fourth Floor T.O.S.+15.050m

Vata in external plaster

5170

NOTE 1: 1. Sizes of all Structural members shall be confirmed with Structural drawings prior to ordering or execution. 2. All these Structural beams are concealed in the RCC slab NOTE 2: This beam can be partially upstand or downstand depending on adjoining slab condition

20 mm thick external sandfaced B3a plaster

2550

15.25m

T.O.B. Level

R4 - ISMC 200 B/B with a 50mm gap

masonry

C1a

300

Type

sunkslab)

300

BEAM/ COLUMN LEGEND

300

X X(B.O.Sleeve at 50mm from top of

1310

Wall on slab Hatch

300

200mm thk RCC slab

100mm dia sleeve in B1

B1 XX

Fourth Floor T.O.B.+15.250m

RCC Chajja

03A

Balcony Extent Chajja Extent

230mm thk Brick S2b

Y=14170 / 5=2834

405

BUILDING EXTENT

25 thk IPS

200

25 thk IPS

15.225m

200

15.225m

100

B6a

200mm thk Brick Bat coba filling

900

6mm x 6mm groove

200

150, Cantilevered

600

50mm thk Finished floor

300

25 thk IPS

1130

1150 CB1 X X

200mm thk Brick Bat coba filling XX for cantilevered slab with waterproofing for terraces

OUT

300

15.225m

485

Building Extent

300

200

Tile drop

B14

1615 1500

300

Glazing as per detail dwg

B10

300

15.05m

B3a

300

15.05m

200

C1b

B3b

300

15.05m

200

185

300

200

04B

Column as per structural dwg

X X 300 X X

NOTE 3: Waterproofing to continue on vertical surfaces for 300mm above floor finish

Toilet Waterproofing Terrace Waterproofing 300 (Brick Bat Coba) = Toilet 200mm sunk+100mm raise Waterproofing

100

200 (Brick Bat Coba)

E 04A

15.05m

Terrace Waterproofing

200

1570

15.05m

Waterproofing

200, Cantilevered 200, Cantilevered

Filling depth (mm)

200 (Brick Bat Coba)

200

15.25m

200

15.05m

50 100

T.O.S. Level

200

600

Thickness(mm)

Hatch

50 100 200

S5a

SC7

01B

SC6

600

SC7

300

SC7

300

SC7

1500

SC7

300

S5a

BALCONY

1615

CHAJJA EXTENT 1690

1345

Beam Allignment Plan - Fourth Floor 62

ARCHITECT:

STRUCTURAL:

MEP:

Complete MEP Design Solutions

PMC:

1815 A'

A1 1615

15765 B' 1620

7000 B

1440

1840

2230 E

2465 G'

1905 H

2115 I

x=115mm

FOURTH FLOOR BEAM ALIGNMENT PLAN SCALE 1:75

GENERAL NOTES:

SPECIFIC NOTES / LEGEND:

1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless

1. All Boxed Dimensions are finished dimensions (i.e. after plaster, dado etc). Remaining are unfinished dimensions 2. All External surfaces of walls shall have 20mm thk External Sandfaced Plaster. 3. All Internal surfaces of walls shall have 12mm thk Backing Coat of Plaster + POP Punning. (Except toilet walls, which will receive waterproofing and dado finish).

NORTH

REVISION NOTES: R0 03-11-20

02-12-20

Slab edges and beam typology updated

PROJECT:

DRAWING NO:NH-WD-PLN-BA-04

NAGPUR HOUSE

DRAWING TITLE:

CLIENT:

FOURTH FLOOR BEAM ALIGNMENT LAYOUT

Staircase GFC Family home at Nagpur

TASK: Trying out different options in 3D for spacing of tension cables in the staircase to take

a call on what works functionally, structurally and visually. Working out fourth and fifth floor flights. Reflecting the same in plans and sections. Preparation of stringer and beam junction details.

DRAWING TITLE:

STAIRCASE DETAIL DRAWING NO: NH-ID-DET-005-R0 DATE OF ISSUE: 16-03-2021 SHEET SIZE: A2

SCALE: 1:50

REV NO: R0 DATE OF REVISION: 04-02-2021 PURPOSE : INTERIOR DESIGN PROJECT:

NAGPUR HOUSE CLIENT: 08

5170

1310

JAIN FAMILY 08

2550

5170

REVISION NOTES: 1310

1310

2550

1310

950

230mm deep metal stringer

A 101

1025

Tension cables fixed slab to slab through stringer plates

112 111 110

104

F.F.L.+11.625 m

103 102

Fifth mid-landing F.F.L.+17.640m

101 100

GENERAL NOTES:

2550

12mm thk internal plaster

1310

Brick Bat Coba filling

1. All Dimensions Are In MILLIMETERS Unless 97 Otherwise Specified. 96 2. All Dimensions Specified Are UnFinished Dimensions,95 Unless Otherwise specified. 94 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution.

93 92 91 89 88 86

1. All Boxed Dimensions are finished dimensions (i.e. after plaster, dado etc). Remaining are unfinished dimensions. 2. All External surfaces of walls shall have 20mm thk External Sandfaced Plaster. 3. All Internal surfaces of walls shall have 12mm thk 280 TYP. Backing Coat of Plaster + POP Punning. 81 (Except toilet walls, which will receive waterproofing and 80 dado finish).

1000 A

100

950

1190

101 102 103 104 105 106 107 108 109 110 111 112

T4 T4 T4 T4 T4 T4 T4 T4 T4 T4

T4 T4 T4 T4 T4 T4 T4 T4 T4 T4 T4

Fourth mid-landing

LEGEND (in elevation)

F.F.L.+13.463m

74 73 72

R.C.C. members

T4=250

71 70

3750

F.F.L.+17.640 m

69 68

Masonry wall

F.F.L.+19.800 m

T.O.S.+15.050m Fourth Floor

85 84 83

200

3700

167.045TYP.

F.F.L.+15.300m Fourth Floor Courtyard

SPECIFIC NOTES / LEGEND: 200

1310

5170

Roof Level

107

105

T3=280

3700

F.F.L.+17.640 m

FOURTH FLOOR PLAN @1:50

108

250 TYP. 106

tread finished in wood

T.O.S.+19.450m

109

T3 T3 T3 T3 T3 T3 T3 T3

Roof Level

KEY PLAN

1140

100

F.F.L.+19.800m

T4=250

300

737

H=4500

H=3675

3263

150

3525

180TYP.

T4 T4 T4 T4 T4 T4 T4 T4 T4 T4

300

1000

150

1000

2000

25mm overlap for nosing

975

C1c

H mid-landing finished in wood

67 66

F.F.L.+11.625m

Third Floor

LEGEND (in section/plan)

250

Brick 34 bat coba filling 32 31 16mm dia M.S. cables 30 fixed slab to slab 33

12mm thk metal plate (support for mid-landing)

29 28

12mm thk metal plate (support for mid-landing)

SECTION EE' @1:50

25 24 22

450

230mm deep metal stringer

Detail H-H'

5170 1310 40mm x 70mm wooden hand-rail

First Floor

280 TYP.

10 09

16 15 13

F.F.L.+2.687m

PMC:

STRUCTURAL: 11

MEP: 09 08

finished floor

Ground Level

06 Complete MEP Design Solutions

05 04

02 01

F.F.L.+0.600m

MANJUNATH & CO. CONSULTING ENGINEERS #236 5th CROSS, K.G. NAGAR, BANGALORE - 560019 TEL.NO.: 080- 26616610 email: manjaxe2010@gmail.com

-2;665, Millernium, Veer Savarkar Marg, Dadar (W), Mumbai-400028. nimish.shah@meptekcons ultants.com

Detail G-G'

100mm thk Grade slab 230x2100mm 16mm thk Base Plate

H (clear finished floor to finished floor height) = 4000/3525/3500/3675/4500mm (considering *50mm thickness as floor finish at slab and plinth levels) R at Ground to first floor= H/23 = 173.913 mm R at First to Second floor= H/21 = 167.857 mm R at Second to Third floor= H/21 = 166.667 mm R at Third to fourth floor= H/22 = 167.045 mm R at Fourth to fifth floor= H/25 = 180mm T at Ground to first floor & third to fourth floor= 280mm T at First to second floor & second to third floor= 300mm T at Fourth to fifth floor = 250mm

100

173.913TYP.

Detail F-F' 1&2

18 17

1310

First mid-landing

8mm thk glass for railing 230mm deep metal stringer

2550

280 TYP.

3750

173.913TYP.

200

F.F.L.+4.600m

21 20

F.F.L.+8.125m Second Floor

8mm thk ceiling plaster

H=4000

Second mid-landing F.F.L.+6.446m

ARCHITECT:

SECTION DD' @1:50

PB2

SECTION AA' @1:50

600

First mid-landing

Detail C-C'

Indication of wooden tread, 38 37 steel plate 35

16 14 13

F.F.L.+2.687m

Detail E-E'

8mm thk glass for railing

H=3525

280 TYP.

finished floor 44

300 TYP.

3300

173.913TYP.

200

40mm x 70mm wooden hand-rail

Internal plaster

167.857TYP.

21 20

200mm thk RCC slab

200mm thk RCC slab 40mm x 70mm wooden hand-rail 8mm thk glass for railing

200

250

F.F.L.+4.600m

450

First Floor

P.C.C.

finished floor

Brick Bat Coba filling

49 47

finished floor

1310

200

2550

250

1310

R.C.C. slab/ beam/ column

230mm deep metal stringer

5170

H=3500

115mm thick Brick Masonry wall 53 52 W1

3300

230mm thick Brick 57 Masonry wall 56

F.F.L.+9.958m

tread finished in wood

mid-landing finished in wood Third mid-landing

300 TYP.

200

250

166.667TYP.

FIFTH FLOOR PLAN @1:50

F.F.L.+0.600m Plinth Level +0.000m Made-up ground Level

The drawings are intellectual property of SJK Architects and cannot be used for any other purposes 302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. : 022-2309 0983 email: design @sjkarchitect.com

Jaalis Family home at Nagpur

TASK: Trying out options for the look and feel of the jaali with

respect to the different railing patterns, the solid void proportion of the jaali in sketcup. Assisting in the structural resolution of the jaali framework and its members. Reflecting the same in GFC drawings and updating respective details.

A- TW frame for sliding shutters of the wooden Jali B- TW and glass Sandwich Jali sliding shutter C- TW patterned jali sliding shutter D- TW railing for Jali frame E- TW and glass fixed sandwich panel for railing F - TW patterned panel for railing

Jaali Railing - Solid Void options

GRID Balcony Extent Fixed railing 50mm thk Floor finish 12mm thk M.S. Base plate

Slope 1:150

6mm x 6mm groove 25 mm thk IPS

T.O.S. Level

200mm thk RCC slab Vata 100

100

200

(NOTE: 2nd or 3rd Slab) Guide strips

20 mm thick external sandfaced plaster

B.O.Chajja Level

25(w) x 6(d) mm Drip edge in plaster (Opt #1)

100

6 - 8 mm thk Ext. sandfaced Ceiling plaster 45 x 330mm Frame for tracks and guides for sliding shutters

DETAIL C 1:10

58 x 105mm Top Rail for sliding shutters fitting into tracks and guides

Graphic -Jaali

200

Details -Jaali

Frame for fixing tracks and guides for sliding shutters along with mosquito mesh 350 S01 Sliding Jali shutter (S02 and S03)(no glass)

S02

15 x 20mm Metal Bracing member (S03) 2120 - 2150 approx

S03

Drywall partition with wooden finish (seperate item) S03

S02

S01

S02

S03

3300

3500

Sliding Jali and glass sandwich shutters (S01)

OUT

7230

IN EQ

2350

2230

1000

835

Fixed Jali and Glass Sandwich railing in Jharokha area

55 835

2230

Fixed railing 1000

1000 240

105

Guide strips

100 100 75

RCC Slab projection

Floor finish Detail C

SECTION 1-1

BALCONY

ELEVATION

Details -Jaali 64

RCC Column Al Sliding folding glass window (seperate item)

W03 50

2335

IN 100

W03

1 2260

100

2335

Interior Presentation Drawings Family home at Nagpur TASK: Preparation of presentation drawings of toilets for client meeting. Trying out options for wall pattern proportions, shower cubicle and WC door locations. Minor resolutions for storage unit. Reflecting the same in the drawings.

SECOND FLOOR MASTER TOILET PLAN

SECOND FLOOR MASTER TOILET (North)

SECOND FLOOR MASTER TOILET (South)

SECOND FLOOR MASTER TOILET (West)

SECOND FLOOR MASTER TOILET (East)

SECOND FLOOR MASTER TOILET (South) The drawings are intellectual property of SJK Architects and cannot be used for any other purposes

07 Courtyard House

Professional Practice | Semester 8 | SJK Architects

Guided by - Ar. Nikita Shahdadpuri, Ar. Vaishali Shankar Project type - Residential Site - Latur, Maharashtra. Site area - 39833 SQM. The Courtyard house is an ongoing residential project that takes cues from its context, which reflects in the scales, elements and configuration of the house. The wind movement guides the proportions of the courtyards enabling the spaces to be naturally ventilated and lit throughout the year. The Jaali openings as seen in the facade allow fresh air into the washrooms while also bringing in lightness to the elevation. The jaali breaks the scale of the elevation visually whereas the courtyards reach deep into the house, blurring the boundary between inside and outside.

Block Lineout Plan Courtyard House

TASK: Locating the different types of spaces within the main house plot boundary with reference to the setting out plan, marking necessary reference points and checking the same. M1

73000 DETAIL A

EQ.

20650

10200

20370

LEGEND

8290

6620

6670

House boundary as per Vastu (73m x 45m) Blocks as per function

Master Block

Guest Block 0.45M LVL

0.55M LVL

Office Block 2830

0.45M LVL

0.55M LVL

3790 0.55M LVL

2420

2010

620

2600

0.55M LVL

2420

Bhramasthan

845

0.45M LVL

100

Entertainment Block

BOH

chk. 3575

0.45M LVL

chk. 4900

14 D

1170

chk. 4030

16 18

1480

1620

1670

0.55M LVL

0.45M LVL

chk. 6520

17500

3630

725

4780

2420

2185 3070

10 11

1475

4070

4145

Dining room

0.45M LVL

3110

10930

2100

5775

Entertainment Block

10500

45000

chk. 14880

2770

. 74

2300

2135 2010

EQ.

2380

EQ.

14630

Circulation areas Open to sky courtyardsNo slab

Plot centrelines to locate house on site (for reference)

9850

0.45M LVL

Entertainment Block

0.55M LVL

19950

5270

3940

18510

5115

7945

E10

E12

5400

E15

100

6670

100

C9 DETAIL A

Plot centrelines to locate house on site (for reference) ARCHITECT:

STRUCTURAL:

PMC:

MEP:

AEON Integrated Manjunath & Co. Building Design Consulting Engineers 302-303,VEENA KILLEDAR INDL.EST. Consultant LLP No 236 , 5th Cross ,10/14,PAIS STREET, BYCULLA-WEST, K G Nagar MUMBAI-400 011 Head Office: A-23, 3rd Near Shankarpuram TEL.NO.: 022- 2300 8766, 022-23008761 Telephone Exchange Floor Sector 9, Noida, FAX.NO. : 022-2309 0983 Bull Temple Road UP – 201301 email: design @sjkarchitect.com Bangalore - 560 019 Mumbai Office : Vijay Diamond, No. A3&B2, Tel. No.: (080) MIDC, Andheri (East) 26616610, 26616611 This "drawing" is the copyright of SJK Mumbai-93�M : +91 E-MAIL: Architects and shall not be used for any 9910491740 manjaxe2010@gmail.co purpose other than that for which it has been m

(Typical detail to locate built form wrt gridlines) Scale 1:50

GENERAL NOTES:

SPECIFIC NOTES / LEGEND:

1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution.

Refer to dwg no. CH- SET- PLN -01 for setting house on the plot

REV NO: R0 DATE OF REVISION:

KEY PLAN

DD/YY/MM

REVISION NOTES: R1

All structural dimensions shall be referred as per Consultants' drawings.

DD-MM-YY

Setting Out Plan Courtyard House

DD-MM-YY

loaned.

PROJECT:

DWG NO.

COURTYARD HOUSE

DRAWING TITLE: MAIN HOUSE

CH - SET- PLN - 02

SETTING OUT

CLIENT:

21 FARMS PVT. LTD.

SCALE: 1:250

PURPOSE : GOOD FOR

SHEET SIZE: A3

DATE OF ISSUE: 08-05-2021

CONSTRUCTION

TASK:Locating the main house and the ancillary block on site with

respect to the site survey drawings for the new site by marking necessary reference points and checking the same for excavation. 281486 eq.

eq. 30000

14500

8855

Straight line joining plot end points

6260

6440

3°

5022

1 7.

k ch

12700 9650

74672

chk. 60720

Ancillary Block

9500

k.6

ch 3°

9.4

chk. 23

eq.

675 C9

Plot boundary as per survey

00 730

Main House

° 96.21

74 .1

6°

D 121

chk.1

157413

61 hk. 9

6 328

Existing road

00 450

C9 90.00 °

0 365

7° 4.1 ch k.1 2

eq. chk. 6397 2

620 k.1

8° .7

05 °

k.1

35 .

362

k.1

438

116

k. ch

0 365

chk.

Straight line joining plot end points

5° .9

chk. 1465

chk.

eq. chk. 81901

eq. chk. 163715 245616

The drawings are intellectual property of SJK Architects and cannot be used for any other purposes

Plinth Beam Allignment GFC

Bathtub Detail - Master Block

Master Block

Non structural RCC beam for sunken bath tub

1630

TASK: Resolution of Plinth beams with reference to the architectural layout of the Master Block. Updating GFC drawings for the same. Updating sectional details with reference to Plinth Allignment drawings. Understanding Column locations and their design relevance from Plinth beam GFCs and architectural set. Preparation of Column Allignment GFC drawings based on the same to get further clarity of their exact location on site. Continuing with updating sectional details for Master block.

Plinth FFL

150

(Construction of bathtub and its finishes to be detailed at a later stage)

(Courtyard)

+0.60M

OUT

(Bathtub)

TOS grade slab +0.55M Sleeve for drain pipe(to be detailed by Structural consultant)

450 50

450mm thk avg brickbat coba with waterproofing as per specs

MGL/TOS Sunk slab +0.00M

200

900

150mm thk RCC Sunk slab PB6

Rubble soling 230thk brick wall to contain waterproofing

TOS Bathtub slab

y y

PB2

-0.50M 50mm thk Box type waterproofing as per specs.

100mm thk PCC Rubble soling

RCC foundation column (in elevation) C1

200 200

y y

SECTION - FF' 450mm thk avg brickbat coba with waterproofing as per specs

Steps constructed out of Stone slabs laid on metal plate(to access and service the plumbing pipes below,passing through hollow air cavity)

1 (Courtyard)

Top of grade slab

+0.55M

PB6

MGL

+0.00M 150mm thk PCC as per consultant's detail

This "drawing" is the copyright of SJK

Architects and shall not be used for any

450

AEON Integrated Building Design Consultant LLP

Head Office: A-23, 3rd Floor Sector 9, Noida, UP – 201301 Mumbai Office : Vijay Diamond, No. A3&B2, MIDC, Andheri (East) Mumbai-93�M : +91 9910491740

y y

SPECIFIC NOTES / LEGEND:

1. This drawing is to be red only for plinth and frame beam alignments and levels.All structural member sizes to be referred from structural drawings. 2. Routing of all the services through plinth level shall be referred to in conjunction with MEP co-ordinated drawings. 3. Do not refer these drawings for finishes.The same shall be updated post developement of Landscape finishes and Architectural finishes

PB1 600

PB26

y y y y

100

PB1 PB1

y y

PB13

TOS -0.05M

PLINTH BEAM ALIGNMENT LAYOUT MASTER BLOCK

a12

2225

AEON Integrated Building Design Consultant LLP

PMC:

6520

965

2570

410

ALIGN y

ALIGN

2125

1770

GENERAL NOTES:

SPECIFIC NOTES / LEGEND:

1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified.

1. This drawings is to be read only for plinth and frame beam alignments. All structural member sizes to be referred from structural drawing. 2.Refer dwgs CH-SET-PLN-01 & CH-LINE-PLN-02 for location of Start Point@ Grid Intersection M-1 and all other Column locations and alignments respectively. 3. Routing of all services through plinth level shall be referred to in conjunction with MEP co-ordinated drawings.

1270

2400

2830

KEY PLAN

E3 REVISION NOTES:

Master block

Guest block

Dining

Office block

Entertainment block

Concealed Beam

-0.05 M LVL

Top of beam aligns with bottom of sunk slab

-0.20 M LVL

All beams are 200mm wide unless specified

SLABS LEGEND x = 200mm y = 100mm z = 150mm

NOTE: THIS PORTION TO BE READ FROM: CH - DIN - PB - PLN - 04

5440

+0.25 M LVL

All beams are 300mm wide unless specified

470

+0.40 M LVL

Top of beam aligns with bottom of grade slab All beams are 200mm wide unless specified

6 7

2190

PB45

Top of beam aligns with bottom of grade slab All beams are 200mm wide unless specified

2010

y y

BEAM TOP/ SLAB BOTTOM LEVELS

BEAMS

PB22

6130

M4a M5

Service pipes

2760

4770 eq.

PB25

3090

250x250 RCC Pedestal (upto plinth level) for MS Columns

SERVICES

eq. 2650

PB44 y

Stub columns upto Plinth level

1080

eq.

y PB41

TOS +0.55M

PB24

Stone Piers underneath cantilevered plinth beam (as per structural consultants detail)

ALIGN

3040

5200

2650

OPENING

PB43

2225

ALIGN

PB21

1100

C1 y

a10 j

1080

PB39 PB38

RCC jamb without corbel

Center-lines of columns are not gridlines. Therefore, centering and alignment of columns to be as per dimensions indicated in the column alignment plan

250mmx250mm cutout in slab for drainage pipes to pass through

OPENING

ALIGN

2050

y RCC jamb corbel

TOS +0.55M

COLUMN LEGEND

TOS +0.55M

team

Refer sheet no. CH-OB-PB-PLN 03 for Detail D

RCC jamb corbel

y y PB23

2225

eq.

ALIGN

2050

PB35 y

TOS +0.55M

y 2225

TOS +0.55M

a11

2025

M2 MEP:

1550

3575

M1 STRUCTURAL:

y 1860

Note: Sizes yet DETAIL B be vetted by (Non-structural RCC jambs for doors/windows) to the structural

ALIGN

200

PB17

ALIGN y

Manjunath & Co. Consulting Engineers No 236 , 5th Cross K G Nagar Near Shankarpuram Telephone Exchange Bull Temple Road Bangalore - 560 019 Tel. No.: (080) 26616610, 26616611

y y

ALIGN

Gridlines are center-lines of columns

ALIGN

RCC jamb without corbel

L' y

400

ALIGN

TOS +0.55M

(To be detailed as per Landscape consultants Design)

C2 ALIGN

ALIGN

TOS +0.55M

Ramp

+0.40M

RCC jamb corbel

TOS +0.55M

PB20

y 2600

TOS Passage

TOS +0.55M

PB28

1090

PB19

TOS +0.55M

ALIGN

COURTYARD

RCC jamb corbel

ALIGN

COURTYARD

ALIGN

y PB27

1340

Water body slab to be cast at a later stage

PB18

Align edge of plinth beam to the gridline

3 a5

PB36

ALIGN

M6 3d

600

PB16

ALIGN

300 x

PB31

220

1260

y TOS +0.55M

PB14

ALIGN DETAIL B

TOS -0.05M

DETAIL A

Scale-1:25

RCC jamb without corbel

PB15

TOS +0.55M

SHEET SIZE: A3

WATER BODY

TOS -0.05M

ALIGN

eq.

1080

CB2

RCC jamb corbel

RCC jamb without corbel

PB2

DATE OF ISSUE: 200

(Typical detail for M.S. column pedestal )

TOS +0.55M C1

TOS -0.05M ALIGN

2340

z TOS -0.05M

z y

SCALE: 1:25

1PURPOSE : GFC

1630 y

Confirm stub column

PB1 SECTION C2 PLINTH 01

SHEET SIZE: A3

DATE OF ISSUE:

19240

y (To be detailed as per Landscape consultants Design)

CB1

PB30

PB26

2650

OPENING

5200

TOS +0.55M

RCC jamb corbel

Centre1:25 of steel SCALE:

21 FARMS PVT. LTD. column

Scale-1:25

ALIGN

CLIENT:

2470

PB42

PB40

TOS -0.05M PB9

y eq.

ALIGN

ALIGN DWGPlinth NO.beam : CH - MB - PB M1- SEC - 02 a y DWG NO.1180 : CH - MB - PB - SEC - 02 Centre of

PROJECT:

995

NOTE : SECTION - BB' 1) All Structural information toNOTE be cross : checked in structural drawing prior to execution. 1) All Structural information to be cross checked in structural drawing prior 2)All AAC walls to have patli beams and columns as to execution. per tender specifications. 2)All AAC walls to have patli beams and columns as 3)Landscape details have notper been shown in these tender specifications. drawings 3)Landscape details have not been shown in these 4)Unless specified tender specifications drawings shall apply. 4)Unless specified tender specifications shall apply.

4100

540 y

TOS +0.55M

a6 HVAC drain pipe exit

ARCHITECT:

PB12

RCC jamb without corbel

600 400 y y

TOS -0.05M PB8

RCC Strip footing

150mm deep sand bed (As 100mm deep PCC per Structural Consultant's 150mm deep sand bed (As recommendation) per Structural Consultant's recommendation) y=100mm y=100mm

eq.

Align edge of plinth beam to the gridline

Scale-1:75

ALIGN

y y

y TOS -0.05M

600 y 400

RCC jamb without corbel

TOS +0.55M

a13

PROJECT:

PURPOSE : GFC

Align edge of plinth beam to the gridline 'f'

RCC jamb without corbel

PB37

RCC jamb corbel

RCC foundation column(in elevation)

ALIGN DD/YY/MM HOUSE COURTYARD DRAWING TITLE: MASTER BLOCK 1HOUSE COURTYARD DRAWING TITLE: MASTER BLOCK PLINTH SECTION 01

PB5

PB6

RCC jamb corbel

TOS -0.50M

eq.

2650

PB26

OPENING

MODULE

5040

PB32

ALIGN

a14

PB4

DETAIL D

PB33

y eq.

ALIGN

eq.

6670

500

300 y C1

PB29

500

loaned.

DD/YY/MM

y y

PB1

Architects and shall not be used for any

purpose other than that for which it has been

1630

Centre of steel column 25mm off gridline 1

ALIGN

REV NO:

KEY PLAN

M4a M5

21 FARMS PVT. LTD.

Mumbai-93�M : +91 9910491740 DETAIL A This "drawing" is the copyright of SJK

Bangalore - 560 019

ALIGN

20650

loaned.

ALIGN

Architects and shall not be used for any purpose other than that for which it has been

B L Manjunath Structural Consultant Head Office: A-23, 3rd Manjunath & Co302-303,VEENA KILLEDAR INDL.EST. Floor Sector 9, Noida, No 236 , 5th Cross ,10/14,PAIS STREET, BYCULLA-WEST, 1180 UP – 201301 K G Nagar MUMBAI-400 011 Mumbai Office : Vijay Near Shankarpuram TEL.NO.: 022- 2300 8766, 022-23008761 No. A3&B2, eq. Telephone Exchange Diamond, FAX.NO. : 022-2309 0983 MIDC, Andheri (East) Bull Temple Road email: design @sjkarchitect.com

Centre of Plinth beam This "drawing" is the copyright of SJK

1605

302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. : 022-2309 0983 email: design @sjkarchitect.com

SPECIFIC NOTES / LEGEND:

GENERAL NOTES:

DATE OF REVISION: 1. This drawing is to be red only for plinth and frame REV NO: SPECIFIC NOTES / LEGEND: GENERAL NOTES: KEY PLAN Master Office Guest Unless Otherwise Specified. beam alignments and levels.All structural member sizes DATE OF REVISION: blockand frame block 1. to Allbe Dimensions Are structural In MILLIMETERS 1. This drawing is to beblock red only for plinth 2. All Dimensions Specified Are referred from drawings. REVISIONGuest NOTES:3865 GEM Engineering Master Office 5600 Dimensions, Unless 3685 2835 965 structural member 3700 Otherwise alignments and levels.All sizes Services UnFinished Otherwise Unless 2. Routing of allSpecified. the services through plinthbeam level shall be block block block 2. referred All Dimensions Specifiedwith Are MEP co-ordinated to be referred 3800 from structural drawings. Entertainment REVISION NOTES: specified. to in conjunction CLIENT: R1 All structural dimensions shall be referred as AEON Integrated Dining y Otherwise 2. Routing of all the services through plinth level blockshall be 3. All structural dimensions drawings.Dimensions, Unless bshall be cUnFinished d e f Building Design perEntertainment Consultants' drawings. DD-MM-YY specified. referred LLP referred asConsultant per Consultants' drawings. 3. Do not refer these drawings for finishes.The sameto in conjunction with MEP co-ordinated B L Manjunath R1 ALIGNAll structural dimensions shall be referred as Dining 1080 815be 285 915drawings. 1635 3.400 All structural dimensions shall Structural Consultant BOH 4. DO NOT Drawing shall be updated post developement of Landscape a1 a2 a3 block HeadSCALE Office: A-23, 3rd Manjunath & Co DD-MM-YY R1 All structural dimensions shall be referred asper Consultants' drawings. referred asand per Architectural Consultants' finishes drawings. 3. Do not refer these drawings for finishes.The same Floor Sector 9, Noida, 5. Cross Any Discrepancies In theeq. Drawings finishes OPENING No 236 , 5th UP – 201301 per Consultants' drawings. BOH 4. DO NOT SCALE Drawing shall be updated post developement of Landscape DD-MM-YY K G Nagar Shall Be Brought To The Notice Of The 1100 2650 Mumbai Office : Vijay R1 All structural dimensions shall be referred as Near Shankarpuram G 5. Any Discrepancies In the Drawings finishes and Architectural finishes A3&B2, toNo.Execution. Telephone Architect,Prior Exchange Diamond, MIDC, DD-MM-YY A Andheri (East) R1 All structural dimensions shall be referred asper Consultants' drawings. Shall Be Brought To The Notice Of The Bull Temple Road 920 C1 F 920 C1 N Mumbai-93�M : +91 PB1 H PB2 C1 Architect,Prior 265 C1 Bangalore - 560 019 C1 ALIGN per Consultants' PB3 drawings. C1 to Execution. DD-MM-YY 9910491740 R1 All structural dimensions shall be referred as N per Consultants' drawings. DD-MM-YY C2

GEM Engineering Services

All structural dimensions shall be referred as

RCC Strip footing

SECTION - AA'

PMC: 1. All Dimensions Are In MILLIMETERS STRUCTURAL: MEP:

AEON Integrated Building Design Consultant LLP

RCC foundation column(in elevation) for MS column above ground.

100mm deep PCC

PMC:

MEP:

ARCHITECT:

STRUCTURAL:

RCC Foundation beam

RCC Strip footing

Plint Beam Alignment Layout - Master Block ARCHITECT:

All structural dimensions shall be referred as

per Consultants' drawings. 100mm DD-MM-YY thk PCC bed for plinth protection detail

FB1

SECTION - BB'

SECTION - AA'

MGL

+0.00M per Consultants' drawings.

RCC Foundation beam

150mm deep sand bed (As per Structural Consultant's 150mm deep sand bed (As recommendation) per Structural Consultant's recommendation)

Eq.

DD-MM-YY

All structural dimensions shall be referred as per Consultants' drawings.

Grade slab: Top of Slab is 550mm above MGL Toilet slab sunk by 600mm from grade slab

MGL = +0.00m Toilet slab sunk by 1050mm from NOTE: grade slab Please note site level +95.00m has been indicated as MGL(+0.00m) for RCC ease of reading the drawing RCC wall and RCC door jambs PROJECT:

COURTYARD HOUSE CLIENT:

PRO

CLIE

21 F

DD-MM-YY

RCC foundation column(in elevation)

100mm deep PCC

Eq. Eq.

eq.

RCC Strip footing 100mm deep PCC

Eq.

DD/YY/MM

REVISION NOTES:

Rubble soling

RCC foundation column(in elevation) for MS column above ground.

y y

FB1

RCC Foundation beam

eq.

100mm thk PCC

Entertainment block

100mm thk PCC bed for plinth protection detail

y y

eq.

+0.55M REV NO: R0 DATE OF REVISION:

Office block

Guest block

MGL Dining

+0.00M PB1 BOH

eq.

Master

Rubble solingblock

RCC foundation column (in elevation)

RCC Foundation beam

Top of grade slab

100mm thk KEY PCC PLAN

GENERAL NOTES:

loaned.

RCC foundation column (in elevation)

+0.60M

Top of grade slab

1. All Dimensions Are In MILLIMETERS Unless Otherwise Specified. 2. All Dimensions Specified Are UnFinished Dimensions, Unless Otherwise specified. 3. All structural dimensions shall be referred as per Consultants' drawings. 4. DO NOT SCALE Drawing 5. Any Discrepancies In the Drawings Shall Be Brought To The Notice Of The Architect,Prior to Execution.

purpose other than that for which it has been

Rubble soling

FB2

50 GEM Engineering Services

B L Manjunath Structural Consultant Manjunath & Co No 236 , 5th Cross K G Nagar Near Shankarpuram Telephone Exchange Bull Temple Road Bangalore - 560 019

Rubble soling Footing for steps in solid concrete masonry or Footing for steps in solid brickwork(As per Structural concrete masonry or consultant's detail) brickwork(As per Structural consultant's detail) 100mm deep PCC bed 100mm deep PCC bed

FB2

PMC:

MEP:

SECTION - (Verandah) HH'

+0.55M

25-30mm thk stone for plinth 600 protection PB26 100

302-303,VEENA KILLEDAR INDL.EST. ,10/14,PAIS STREET, BYCULLA-WEST, MUMBAI-400 011 TEL.NO.: 022- 2300 8766, 022-23008761 FAX.NO. : 022-2309 0983 email: design @sjkarchitect.com

PB29 +0.00M 150mm thk PCC as per consultant's detail

STRUCTURAL:

Plinth FFL

+0.60M

PB29

+0.55M ARCHITECT: 25-30mm thk stone for plinth protection 100mm thk PCC

150mm thk RCC grade slab

Plinth FFL

195

200

PB6 PB4

PB29

750

DWG NO. : 100mm CH - MBthk - PB - SEC - 04 PCC

PB4

20mm thk external sandfaced plaster

(in elevation)

OUT

750

Top of grade slab

200

OUT OUT (Verandah)

200

FFL 20mmPlinth thk external sandfaced plaster +0.60M

+0.60M

RCC beam design as per structural consultant's detail

OUT 300thk AAC wall

100

R=300mm T=150mm

y y

100

150mm thk RCC grade slab 300thk AAC wall

Plinth FFL

Plinth Beam

100mm thk PCC

150m x 150mm 'diamond soling with pin 150m x 150mm 'diamond shaped'Rubble MS column joints at top and bottom shaped' MS column with pin RCC foundation column 150mm thk RCC grade slab joints at top and bottom

750

150mm thk Grade Slab

a Plinth Beam MGL/TOS Sunk slab

200

100

150mm thk RCC grade slab

OUT

150mm thk Grade Plumbing pipe Slab exit

PB2

200

RCC beam design as per structural consultant's detail

OUT

100

150m x 150mm 'diamond shaped' R=300mm MS column with pin joints atT=150mm top and bottom

125mm thk AAC walls

+0.00M

200

750

150m x 150mm 'diamond shaped' MS column with pin joints at top and bottom

Steps constructed in solid concrete masonry or brickwork 150mm thk RCC Sunk slab

200

Steps constructed in solid concrete masonry or brickwork

MATERIAL LEGEND

AAC blockwork walls

125mm thk AAC walls

Centre of steel column 25mm off the gridline 1

TOS grade slab AAC blockwork walls +0.55M

200mm thk blockwork

Centre of Plinth beam

Centre of steel column 25mm off the gridline 1

+0.60M MATERIAL LEGEND

Corbelled Plinth Beam Detail - Master Block

200

Centre of Plinth beam

Plinth FFL

150

Entrance Step Detail - Master Block

OUT

+0.550M LVL -0.05M LVL -0.50M LVL

DRAWING NO: CH - MB - PB - PLN - 01 DRAWING TITLE: MASTER BLOCK

PLINTH BEAM ALIGNMENT

Interior Finish Options Drawings Courtyard House

TASK: Trying out options for counter-top , shutters, shutter hardware and sanitaryware finishes. Creating mood boards for the same. Preparation of presentation drawings of these kitchen options for client meeting.

OPTION 1 : Prisne PU for shutter finish

SECTION 1

MOOD BOARD 1

OPTION 2 : PU Graphite for shutter finish

SECTION 2

MOOD BOARD 2

OPTION 3 : PU Quicksilver for shutter finish

SECTION 3

MOOD BOARD 3 The drawings are intellectual property of SJK Architects and cannot be used for any other purposes

Louis I. Kahn Trophy

Documentation | Competition NASA (2017-18)

Site - Sagar Dighi, Cooch Behar Theme - Heritage and democracy Team Strength - 19 The aim of the 2017-18 Louis I. Kahn Trophy was to document buildings / complexes/ sites which are symbols of democracy. The structures which play an important role in the smooth functioning of the government. It was expected to document such administrative structures of any era, pre Mughal, Mughal, pre-colonial, colonial, post-independence but not built later than 1967.

INTRODUCTION

COOCH BEHAR IS THE LARGEST TOWN AND DISTRICT HEADQUARTER OF NORTHERN BENGAL. IT LIES AT THE FOOTHILLS OF EASTERN HIMALAYAS UNDER THE ADMINISTRATIVE DIVISION OF JALPAIGURI. IT IS THE ONLY PLANNED TOWN IN THIS REGION WITH THE REMNANTS OF ROYAL HERITAGE. IT FOLLOWS THE GRID IRON PATTERN, THE TOWN ROADS HAVE BEEN PLANNED ACCORIDNGLY MEETING AT RIGHT ANGLES. IN THE SOUTH-SOUTH-EAST END THE GRID ALLIGNS ITSELF WITH THE RIVER. THIS GRID IRON DIVIDES THE TOWN INTO 4 PRIMARY ZONES, DEMARCATING DIFFERENT TYPOLOGIES OF PUBLIC AND WELFARE BUILDINGS. EACH SECTOR ENCOMPASSES A DIGHI (TANK). THE INTER RELATIONSHIP OF DIGHIS IS IN HIERARCHIAL ORDER WITH RESPECT TO PROPORTION OF ITS ZONE. LOCATED AT THE SOUTH-WEST CORNER OF THE TOWN COOCH BEHAR, SAGAR DIGHI IS THE LARGEST OF ITS KIND IN THE TOWN. IT HAS BEEN PRECISELY ALLIGNED TO THE CARDINAL AXIS. SOME OF THE MAJOR ARCHITECTURAL AND ADMINISTRATIVE DEVELOPMENTS THAT COOCH BEHAR BOASTS OF ARE SITUATED AROUND THIS TANK.

TREASURY

A 147 YEAR OLD STRUCTURE, THE TREASURY HOUSES MULTIPLE GOVERNMENT DEPARTMENTS OF COOCH BEHAR. EACH OF THE DEPARTMENTS ARE DEMARCATED BY HIGHLIGHTING PORCHES.

DETAILS

Windows to Vernacular 7.0 Saur Documentation WtV (2019)

SAUR

Site - Saur village, Uttarakhand Team Strength - 19

UTTARAKHAND

“Somewhere in-between the start of the climb and the point you reach the summit lies the mystery as to why we climb. “ My story is about this between. Once upon a time, a long time ago there was a dainty village nestled amongst the mighty Himalayas, overlooking the valley below

and guarded by the green around. But often in the final In W.T.V. 7.0, there is a focus on documenting and learning the tangible2019 and intangible aspects quarter of the year, the greens seem to disappear. With white taking over, by the villagers tried to stand still, of the village of Saur ,with the help of traditional artisans and families. This wastheachieved as they waddled and struggled to move past the white. understanding the basic elements and spaces of the built fabric and the underlying The hillprinciples would be engulfed in the smell of pine and burning embers as they would struggle once again to that it originates from in the form of climate, material and knowledge systems that is the available. survive frosty winter. With the ground floor covered snow and nowhere to go, with very little to eat; man Understanding the role of history, context and culture in structuring and shapinginandthe practice animal longed for a morsel to sleep. and processes of building structures. A solution was must, the struggle and hope to survive they couldn’t trust. In search for a life without struggle, they took upon a journey down. Losing men and animals on the way in search of the ne3w land was often condemned, but the journey continue. Through treachourous terrains and pine forest, they settled in a place that suited what they thought would work, a winter without snow as the hardscape. Down below but still to a land where summers and winters were warm. A concern that continued. The new location proved as a challenge against the heat this time again, and it was time to move away from Rishikesh to the location in the hills that they once moved away from. The need for a perfect balance and an apt setting got them back to the place that they one startred from. The unsatisfied human mind made them move up and down, down and up. A search for a land that provided them with it all, not too cold nor too hot, where the soil is so fertile; food is never not enough, water as pure as spring water, air as fresh as the scent of a newly blossomed rose. Accidentally finding what they hoped for; searching lengths and breadths of the Himalayas, and there I was sitting and wondering.

M y n am e is S au r an d t h is is my sto ry....

SAUR VILLAGE DRONE SHOT

My rugged terrain was altered to create places to sow the first seeds to build the first house. In a series of firsts, a year received rainfall like no other, A sudden downpour, that destroyed anything in its path. Crumbling to regain the strength and stability the terrain was wiped of its glory, with flatter terraces, shallower slopes and suddenly created meadows. Providing my new inhabitants with land so fertile, that a variety grew through the year, reducing their dependency to the world beyond me. Years passed by the land continue to yield, sometimes even more than what they need. They finally found a place they called home. Growing and living through the summers and winters. The produce was often sold in the markets of Chamba and Mussorie. A journey uphill that sometimes wouldn’t be worth the fruit it reaped. Secluded and sitting away from the hustle bustle of the development around, what was once sought after was no longer profound. Some moved out some remained. Some new villages like me came into existence like of Jaadipaani, Sunngaon, Khurait, Pujaldi, Khakwadi. I was the seed that branched out into these settlements, with their genesis still lying here with me.

t , e y y s . s A

t . , r

KEY SITE PLA N

Section

Plan 72

Geographically Saur sits in the bottom of a valley or a bowl, surrounded by hills on all four sides and a narrow stream delineating the bottom of the hills. The hills are transformed into terraced farming lands, however, the primary occupation of the people of the village is shepherding.

Believed to be of the Garhwali descent, a region encompassing the northwest of present-day Uttarakhand Saur is a village nestled amongst the Himalayas with a style borrowed from the region has variations to suit the need and adapt to the valley. Common planning principals followed through the region with alterations as per needs where animals shared a common dwelling.

The rooms in the ground floor are used for keeping their cattle or as storage rooms. The upper floor is used by the people as their habitable area. The frontyard is used as feeding area for cattle and for various other daily activities like cooking, washing clothes and vessels. The typical elements of a Saur house are small openings , small verandah projection supported on brackets, verandah posts to support roof and allow for semi-open space, small roof overhang projections. The small windows allow for minimum transfer for heat thus maintain a comfortable temperature.

TYPICAL SAUR HOUSE (PARAMLALJI’S HOUSE)

ANATOMY OF A TYPICAL SAUR HOUSE (PARAMLALJI’S HOUSE)

Small Roof Overhang

Verandah Posts

Brackets

Small Window Openings

ELEMENTS OF A SAUR HOUSE

Isometric 73

Kala Ghoda Arts Festival

Installation | Competition Visual Arts (2018-19)

Site- Kalaghoda Precinct, Mumbai Theme - A measure of time Team Strength - 17 The installation expresses the importance of time defining and capturing events that can never be created in the exact same manner. A union of space and time creates an event. Event cannot individually exist without time. This pavillion is a pause in the event. The change of time transforms the space and this idea is amplified through the play of light and shadow within the pavillion and in a manner that the pavillion gets inhabited by the people. The perception of this break in the event through the passage of time is unique for each individual, thereby getting inscribed in ones memory as a moment in time.

Materials PVC DRAINAGE PIPES - 6” DIA

(AS A CONNECTOR)

PVC WATER SUPPLY PIPES - 1” DIA (AS FRAMEWORK)

PLASTIC TIES

ACRYLIC SHEETS

STEEL RODS

9” LONG (TO TIE FRAMEWORK AND CONNECTORS)

-2MM THK (AS COLOUR FILTERS)

-10MM THK (AS COLUMN AND BASIC WING SUPPORT)

The Idea

The light passing through the colours of the pavillion to create patterns on the ground that would create interest among the visitors and making them pause to take a glimpse of it.

Further working on the physical manifestation of the idea the form of the pavillion was resloved into the simpler triangular shape. Inclusion of the voids

The Process

The process begins with a PVC drainage pipe

Drilling holes to house further members

Cutting into seperate rings

This ring is the junction joining different triangles

Connecting multiple such junctions resulting into forming multiple triangles. These multiple triangles form one basic unit.

A smaller diameter pipe is placed concentric to restrict unnecessary movement

Making of the exoskeleton. Steel rod is passed through the PVC pipes framework

Inserting PVC water supply pipes into the larger ring, tieing it to the inner ring with plastic ties.

Tying the internal unit arrangment with the PVC pipe framework on the exoskeleton

The columns are place on site.

The wing units are installed on the columns.

The coloured acrylic sheets are tied to the triangular units with the help of plastic ties.

INSDAG Cricket stadium design in steel Competition (2019-20)

Guides - Ar. Ronak Savla, Ar. Hardik Dedhia, Ar. Nakul Kamat Site - Ghaziabad, Uttar Pradesh Team - Aditya Vaidya, Shalom Pereira, Tanmay Kotkar, Pranav Chaubal The aim of INSDAG brief is to create interest about structural steel for architectural expression by exploiting and exploring steel as a material. To achieve this the design brief of 2019-20 was to use steel, for designing an international cricket stadium cum academy for a capacity of 45000 people in the city of Ghaziabad in Uttar Pradesh. Our intent of the design was to make steel iconic but simultaneously optimizing the use of steel to make the roof structurally and visually lighter and breaking away from conventional column beam grid and creating a columnless facade by the use of arch as an element.

SITE AND CONTEXT

The given site is located in Morti region of Ghaziabad, Uttar Pradesh. Sitting on a plot area of 33 acres the site is in close proximity to multiple modes of transpotation.

ZONING

By road - National Highway By railway - Ghaziabad Railway Station By metro - Shaheed sthal metro Station Airbase - Hindon Airbase

Site Plan 76

Site Planning

INTRODUCTION Originating from the impression of mughal architecture (Indigenous to the region of North India), The International Cricket Stadium carries a significant mark of the Mughal style. The Arch representing the grandeur, the monumental scale and artistic exploration of the project aspires to invite global attention to the city of Ghaziabad. The Jaalis take care of the ornamentation and natural ventillation. The Char Bagh, has been incorporated in the overall planning of the site. The arches not only form the structural system but are an integral part of the skin of the project.

Char Bagh system has been incorporated for better circulation

Arch as a prominent element

Raised Plinth segregates the pedestrian and vehicular circulation.

The scale and gradeur of the arch has been incorporated.

Ground Tier Plan Cut @+7.5m

Section AA’

Structural System

Hogging and Sagging in Members

First Tier Plan Cut @+13.5m

West Side Elevation

Load Transfer

Detail -

Arch Pencil End Foundation

Structural Arch Foundation

Detail -

Arch Ring Tension Cable

STRUCTURAL ARCHES HOLDING THE ROOF TRUSSES

ARCHITECTURAL MEMBRANE ON ROOF TRUSSES

EXTERNAL AND INTERNAL RINGS TIEING THE TRUSSES TOGETHER

TRUSSES HELD BY ARCHES AND STRUCTURAL FACADE

THE STRUCTURAL FACADE THE ARCHITECTURAL MEMBRANE ON THE FACADE

Detail -

WOOD COMPOSITE PLASTIC JAALI

Truss and Tension Cable

GLASS FACADE

ARCHITECTURAL MEMBRANE CANOPY

Exploded Axonometric 79

Construction Stages

1. The lower stands are built

2. The facade starts building up

3. The facade completes

4. The external ring ties the facade

5. The trusses are in place

6. The inner ring ties the trusses

7. The tension cables hold the trusses

Physical Model

8. The architectural membrane shelters the stands

9. The glass and jaali complete the facade

Sai Baba Temple Design Competition (2020)

Site - Patalpani Waterfalls, Madhya Pradesh Team - Jeel Patel, Priyal Vasaiwala, Pranav Chaubal Indore being a second tier city in India, is on its way to becoming a Smart city with many conservational and heritage projects on its way. Traditional Nagara style temples are already prevalent in the state of Madhya Pradesh. Thus, a contemporary interpretation of the same Nagara Temple would be an addition to the tourist attraction in the city whilst establishing a modern language of religious architecture in Northern India. Sai Baba identified himself with not only people but with everything that nature provided. Similarly the chosen site- Patalpaani Waterfalls, is at a decent altitude from the mean sea level and in an isolated lush green tranquil setting. It is ideal for a peace giving spiritual abode for pilgrims who look forward to connecting with nature. Patalpaani Waterfalls is an existing tourist attraction about an hour away from the city of Indore via a good network of roads. This temple will not only enhance the experience of the waterfall but also turn into an iconic landmark for tourism in the city and state.

The void in the design under which thee idol sits, is a representative of Sai Baba’s detachment from the idea of following a particular religion and shows that he didn’t belong to one. He sits in a neutral unbounded space that seamlessly connects upto the sky. The void provides a view of the waterfall behind the idol establishing a connect between nature and devottee. The design is a modern take on religious architecture as a parametric form. The extensive ornamentation in the form of repetetive carvings on the traditional Nagara style temple have been broken down into simpler grid of members that add depth to the space underneath.

Thank You Pranav Ashish Chaubal Academy of Architecture

+91 9820988227 pranavc17@aoamumbai.in @pranavchaubal