Pranav Chaubal | Architecture Portfolio 2017-20

ARCHITECTURE PORTFOLIO UNDERGRADUATE SELECTED WORKS | 2017-20

PERSONAL INFORMATION

Pranav Ashish Chaubal

Residential address :

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

Date of Birth:

3rd December 1999.

Email ID:

pranavc17@aoamumbai.in pranavchaubal1999@gmail.com

Contact no. :

+91 9820988227

EDUCATION 2003-2015 :

I am Pranav Ashish Chaubal, currently studying in fourth year in Rachana Sansad's Academy of Architecture. In my opnion, Architecture is something that plays an important role in creating experiences affecting the lifestyle of users on varying scales while simultaneously impacting its context in many ways.

This portfolio is a curation of selected projects from the past three years. Working on these projects allowed me to develop different individual and team-work skills.

I aspire to contribute with my skill set, to develop it and learn further.

+91 9820988227 pranavc17@aoamumbai.in @pranavchaubal 2

Dr.Sarvepalli Radhakrishnan Vidyalaya ,Malad(w),Mumbai.

Elementary Grade Examination Grade A (State Rank 53rd) S.S.C - 94.20%

2015-2017:

S.S. & L.S. Patkar College of Arts and Science, Goregaon(w),Mumbai.

H.S.C - 89.08%

2017-2022:

Rachana Sansad's Academy of Architecture (Aided), Mumbai.

C.G.P.I - 8.2

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)

DOCUMENTATIONS Windows to Vernacular 7.0 :

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 Branding of the Event (2019) Exhcange : Theme - Water Conservation (Reusing of waste plastic bottles to make the installation.)

SKILL SET Autodesk AutoCAD Adobe Photoshop Adobe Indesign Google Sketchup Rhinocerous 3d Chaos Vray Twinmotion Microsoft Office Sketching Model Making 3

4

CONTENTS ACADEMIC WORK 1.

Skill Development centre

Architectural Design | Semester 6

6

2. Celebrations and Business Functions Hub

14

3. Panchavati Anecdotes

22

4. Solo Pad Design

28

Architectural Design | Semester 5

Architectural Design | Semester 4 Interior Design | Semester 3

5. Technical Drawings

32

A. Working Drawings | Semester 6 For Architectural Design project of Semester 4

34

B. Building Construction | Semester 4 Warehouse in structural steel

38

EXTRA CIRRICULAR WORK

DOCUMENTATION | COMPETITION | INSTALLATION

1.

Louis I. Kahn Trophy

42

2.

Windows to Vernacular 7.0

46

3.

Kala Ghoda Arts Festival

48

Documentation | Competition - NASA (2017-18)

Documentation - (2019)

Installation | Competition - Visual Arts (2019)

4. Cricket Stadium Design in steel

50

5.

Aquatecture

58

6.

Sai Baba Temple Design

59

Competition - INSDAG (2019-20) Shortlisted TOP 16

Competition - Volume Zero (2018) Competition - AADcompetitions (2020)

5

1. SKILL DEVELOPMENT CENTRE ARCHITECTURAL DESIGN SEM 6

GUIDED BY - 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.

6

1. CREATING A FOCAL POINT

2. SEGREGATION OF PUBLIC AND PRIVATE FUNCTIONS

Source - Google Maps

SITE AND SITE CONTEXT 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.

PR I

P P

There is a stone crusher and numerous brick kilns within 2km radius.

PR

P

GANDIAN PHILOSOPHY 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.

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

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

Material within close vicinity

connectivity

8

TRANSPARENCY

SUSTAINABILITY

True nature of material

Passive cooling techniques

N A

22 21 23

12

20 18 10 A’

9

11

8

17

19

R O O F P LAN 7 14 1

16

5 6

LEGEND

2

3

4

PUBLIC ZONE

13 15

G R O U N D P LAN

N CUT @ +3.00M

0

5

10

15

25m

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

9

SECTIONAL VIEWS

ENTERANCE TO INSTITUTE ZONE

10

CENTRAL OPEN SPACE

180MM THK 3 LAYERED BRICK TILE VAULT

(EACH LAYER BRICKS 40MM THK

180MM THK 3 LAYERED BRICK TILE VAULT

PERPENDICULAR TO ADJACENT)

(EACH LAYER BRICKS 40MM THK , PERPENDICULAR TO

CURVED ROOF USING RADIANT COOLING TECHNOLOGY.

ADJACENT)

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

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

R.C.C. PEDESTAL RECIEVING THE CATALAN VAULTS

TRAPEZOIDAL RCC FINS SHADE THE BIGGER WINDOWS. SUPPORT THE CHAJJA EFFECTIVELY TAKING LOAD OF THE BRICK VAULTS

ANCHOR REBARS 16MM DIA (TO ANCHOR BRICK REINFORCED VAULT INTO PEDESTAL.)

END WALL DETAIL

(CLIMATE RESPONSE, VAULT SYSTEM-BEAM JUNCTION, CHAJJA AND GUTTER)

R.C.C. PEDESTAL DETAIL

(CATALAN VAULT FOUNDATION JUNCTION)

SECTION

+11.5m +8.5m

+0.0m

MAIN

ACCOMODATION

ENTRY

CAFETARIA

AXONOMETRIC

R

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

G

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

CELEBRATION AND BUSINESS FUNCTIONS HUB ARCHITECTURAL DESIGN SEM 5

GUIDED BY - 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.

14

15

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

Source - Google Maps

SITE AND SITE CONTEXT Queens Lawn is located in Borivali,Mumbai.

It is located along the linking road.

It 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

B'

G R O U N D P LAN

A'

CUT @ +3.00M 0

2

4

6

10m

N 10 9 11 12

8 6

4

7 5

3 2

B

1

A 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

17

SECTIONS

+18.1 m +15.2 m

+10.1 m

+ 4.1 m + 0.0 m

- 3.6 m

SECTION AA’

+17.6 m +15.2 m +12.1 m

+ 4.8 m

+ 0.0 m

- 3.6 m

SECTION BB’

B'

F I R S T F LO O R P LAN

A'

CUT @ +7.20M 0

2

4

6

10m

N

7

4

3 6 2 8 5 1

B

A 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

19

E LE VATI O N

20

COMMON COURTYARD

VIEW OF POND FROM LARGE HALL TERRACE

The Horizontal structural members are integrated in the Gutter and Chajjas forming Elevation Bands.

These stark Bands allow the viewer to get a sense of the horizontality regardless of the large volumes formed.

AXONOMETRIC

1

There is a volumetric increase in the Hall space with respect to the capacity.

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

SKYLIGHTS

TO ENSURE LIGHT AND PROVIDE A LARGE VOLUME

This volumetric progression of the Hall spaces allows for an unobstructed view of the adjacent pond from the open space of each hall.

G

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

B

PARKING

21

PANCHAVATI ANECDOTES ARCHITECTURAL DESIGN SEM 4

GUIDED BY - AR. ROHIT KAREKAR SITE - PANCHAVATI, NASHIK The mapping and documentation of the heritage precinct of Panchavati unfolds how a community functions with multiple layers of socio-economic, climate and natural settings, built-unbuilt, tangible and intangible aspects.

The program deals with the re-designing/re-working existing functions on the site along with individual additional programmatic interventions which stem from each students' observations, understandings, and take away from the study.

22

23

Source - Google Maps

SITE AND SITE CONTEXT

1. ALLOWING PUBLIC THOROUGHFARE

2. ACTIVATING STREET EDGES

3. SHOP FRONT AND INTERNAL SEMI-PUBLIC FUNCTIONS

4. MASK MAKING WORKSHOPS AND PERFORMANCE AREA

5. PRIVATE FUNCTIONS AT TOP-MOST LEVEL

6. FINAL ZONING OF FUNCTIONS

The site is located in Panchavati, Nashik.

It is an Ancient Holy city in the northwest region of Maharasthra famous as a pilgrimage destination.

Situated along the banks of River Godavari, it is known for its wadas, temples and ghats along the river.

The city’s tropical location and high altitude combine to give a relatively mild version of wet and dry climate.

The sloping roofs, courtyards, timber framing as a structural system are some of the typical features of the wadas in Panchavati.

The unique characteristic of the given site is that, it is adjacent to a busy market street with a centrally placed temple within.

Bhandi Baazar Street

Site Laxminarayan Temple

LEGEND: PUBLIC

STREET SEATING

MASK MAKING

MASK DANCING

RECEPTION

JEWELLERY MAKING

REST

SEMI-PUBLIC PRIVATE ADJACENT ROADS

SHOP

SEATING RESPONDING TO THE BUSY STREET

P LAN S

0

2

4

PANTRY AND INFORMAL SEATING FOR PANTRY

6

STEPPED SEATING

EXHIBITION SPACE

MINI AMPHITHEATRE

10m

2

3

1

4

2

3

1

5

4

1

2

1

1

6

11

5

1 2

1

7

2 2

GROUND FLOOR PLAN

9

CUT @ +2.10M

8

N

LEGEND

1

1.Main Entry 2.Shops 3.Exhibition space 4.Pantry 5.Pantry Seating 6.Secondary Entry 7.Stepped Seating 8.Reception 9Common Toilet

1

7

7

LEGEND

6

2

FIRST FLOOR PLAN

CUT @ +5.60M

1.Workshop 2.WS Toilet 3.Exhibition space 4.Way to Amphi 5.Amphitheatre 6.Back Room 7.Rented Rooms

N 25

SECTIONS +13.8m +12.7m

+10.3m

FROM WORKSHOP CORRIDOR

+4.8m

+1.05m +0.0m

SECTION AA’

+17.2m

CENTRAL COURTYARD

+12.6m

+8.7m

+4.8m

+0.0m

26

SECTION BB’

BACK ELEVATION

AXONOMETRIC

R FROM APPARTMENT CORRIDOR

AMPHITHEATRE

FRONT ELEVATION

2

PRIVATE

RESIDENCE RENTED ACCOMODATIONS

1

SEMI PUBLIC

G

PUBLIC

WORKSHOPS EXHIBITION AMPHITHEATRE RENTED ACCOMODATIONS

SHOPS EXHIBITION RECEPTION

SOLO PAD DESIGN INTERIOR DESIGN SEM 3

GUIDED BY - AR. SONIA GEHLOT SITE - BANDRA, MUMBAI The project aimed at designing a bachelor pad representing the user who lives in it. The area is not just a living but a working space as well for a creative personality (musician).

Hobbies, preferences in terms of art, ways of entertaining guests, style, colors, and furniture, all of these plus tonnes of other details were considered to outline the owner's personality.

28

USER PROFILE USER NAME - KAMAL , bachelor creative person looking for a small place in Bandra 1. IS A MUSICIAN 2. SPECIALIZES IN PLAYING THE PIANO 3. CONDUCTS PIANO CLASSES 4. COMPOSES DIGITAL MUSIC 5. LOVES GAMING 6. FREQUENT VISITORS STUDENTS COLLEAGUES EVENT MANAGERS

29

LIVING AREA -0.6M

UP

+0.15M

UP STEPPED SEATING

DINING AREA +0.3M

UP

UP

+0.3M

A

A'

VERANDAH +0.3M

SUNKEN SEATING

B'

MAIN ENTRY

UP

WORKSPACE

BACKYARD

+0.3M

+0.0M

BOWLING ALLEY HALF LENGTH

Asian Paints Brushing texture Steel Grey

+0.0M

KITCHEN

B

200 x 1200MM Kajaria tiles Gres tough plank Nicobar Cedar

PIANO

UP

DRUMMING +0.45M

DIGITAL MUSIC ROOM +0.3M

OPEN LAWN +0.0M

1:1 CHESS +0.3M

TOILET SHOWER +0.3M

+0.3M

STORAGE +0.3M

UP

LIVING ROOM AND WORKSPACE

GROUND FLOOR PLAN

600 x 600 MM AGL tiles Porcelain Matte Midget slate

150 x 210 MM AGL tiles Ceramic Gloss Metro White brick

1200 x 600 MM AGL tiles Porcelain Gloss Piatra Grey

(GROUND LEVEL)

300 x 300 MM AGL tiles Porcelain Matte Sandstone Grey

A'

A B

B'

BEDROOM +3.3M

WALK IN CLOSET +3.3M

SHOWER TOILET +3.3M

UP

30

MEZZANINE FLOOR PLAN

SHOWER AREA, BATH TUB

(MEZZANINE LEVEL)

1220 x 2440 MM Green Lam Seude Zephyr Blue

200 x 1200MM Kajaria tiles Gres tough plank Nicobar Cedar

Asian Paints Brushing texture Steel Grey

Century Ply Monocore Dacota Codoak

BEDROOM

KITCHEN

LIVING AREA

DINING AREA

BACKYARD

KITCHEN

SECTION AA'

(GROUND LEVEL)

Asian Paints Brushing texture Steel Grey

Century Ply Monocore Dacota Codoak

STEPPED SEATING

200 x 1200MM Kajaria tiles Gres tough plank Nicobar Cedar

BEDROOM

KITCHEN STORAGE WORKSPACE

BACKYARD

OPEN LAWN SUNKEN SEATING

BEDROOM

(MEZZANINE LEVEL)

SECTION BB'

STEEL TRUSS RESTING ON R.C.C. COLUMN ANGLE STRUTS ISA 5555 (8MM THK) (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) ON EITHER SIDE ALTERNATIVELY ATTACHED

PLACED ON TOP CHORD O

PRODUCED BY AN AUTODESK STUDENT VER

OF GUSSET PLATE

TECHNICAL DRAWINGS K

SQUARE BOX SECTIO COM

B60

PRODUCED BY AN AUTODESK STUDENT VER

TOP CHORD ISA 656

M P Q R.C.C. BEAM (230x450MM) M.S GUSSET PLATE (10MM THK)

25°

=6050

B103

2150

8

A

BEDDED MONOPITCH RIDGE PRODUCED

BY PIECE AN AUTODESK STUDENT VER DOUBLE ANGLE SECTIONS WITH 25MM EXTERNAL PLASTER PRODUCED

BY AN AUTODESK STUDENT VER CONNECTS DIFFERENT MEMBER BY NUT-BOLT (270x520MM) 450 BEDDED MONOPITCH RIDGE PIECE K M P Q M P Q A MANGALORE TILE (260x540MM) (270x520MM) K M P Q 450

BY AN AUTODESK STUDENT VERS RESTING ON BOX SECTIONS BEDDED MONOPITCH RIDGE PIECE MANGALORE TILE PRODUCED (260x540MM) STEEL TRUSS RESTING ON R.C.C. COLUMN PERFORMING AREA B103 B60 ANGLE STRUTS ISA 5 BEDDED MONOPITCH RIDGE PIECE (270x520MM) A-403d SQUARE BOX SECTIONS (50x50MM @450MM c/c) RESTING ON BOX SECTIONS PRODUCED BY AN AUTODESK STUDENT VERS (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) K M P Q (270x520MM) PLACED ONBOX TOP TILE CHORD OF STEEL TRUSS MANGALORE (260x540MM) ALTERNATIVELY ATTACHE SQUARE SECTIONS (50x50MM @450MM c/c) SCALE 1:20 BEDDED MONOPITCH RIDGE PIECE 36 MANGALORE (260x540MM) RESTING ON BOXTILE SECTIONS K M P Q PLATE PLACED ON TOP CHORDOF OF GUSSET STEEL TRUSS (270x520MM) SPAN=6050 R.C.C. BEAM (230x450MM) RESTING ON BOX SECTIONS TOP CHORD ISA 6565 (10MM THK) SQUARE BOX SECTIONS (50x50MM @450MM c/c) BEDDED MONOPITCH RIDGE PIECE MANGALORE TILE (260x540MM) 0 4 5 MANGALORE (260x540MM) DOUBLE ANGLE SECTIONS BACK TOTRUSS BACK SQUARE SECTIONS (50x50MM c/c) M.S GUSSET PLATE ( (270x520MM) PLACED ONBOX TOPTILE CHORD OF STEEL 25MM EXTERNAL PLASTER TOP CHORD ISA 6565 (10MM THK) @450MM 450 RESTING ON TIMBERWITH BATTENS RESTING SECTIONS PLACED ON ON BOX TOPTILE CHORD OFBACK STEEL TRUSS M P Q A 0 DOUBLE ANGLE SECTIONS TO BACK K CONNECTS DIFFERENT ME MANGALORE (260x540MM) 0 5 4 45 SQUARE BOX SECTIONS (50x50MM @450MM c/c) TOP CHORD 6565 (10MM THK) RESTING ON BOX ISA SECTIONS ANGLE STRUTS ISA 5555 (8MM THK) 450 0 TOP CHORD ISA 6565 (10MMTO THK) PLACED ON TOP SECTIONS CHORD OFBACK STEEL TRUSS DOUBLE ANGLE BACK A-4 5 GUIDED BY AR. NAKUL KAMAT B93 ALTERNATIVELY ATTACHED ON EITHER SIDE SQUARE BOX SECTIONS (50x50MM @450MM c/c) 4 0 450 4 ANGLE ANGLE STRUTS 5555 (8MM THK) TRUSS RESTING ON 5 ISASTEEL DOUBLE SECTIONS BACK TO BACK B103 PLACED 50 OF GUSSET PLATE 0 4 ON TOP CHORD OF STEEL TRUSS SITE - PANCHAVATI, NASHIK 5 SCALE4 1:20 ALTERNATIVELY ATTACHED ON EITHER SIDE TOP CHORD ISA 6565 (10MM THK) 0 CLEAT NUT-BOLTE STEEL BOX SECTIONS (50x50MM @450MM c/c) 54 ANGLE STRUTS ISA(ANGLE 5555 (8MM THK) M.S GUSSET PLATE (10MM 450 OF GUSSET PLATE DOUBLE ANGLE SECTIONS BACKTHK) TO BACK 0 5 MANGALORE TILE (260x540MM) The Semester 4 Architectural Design project was carrried forward 4 TOP CHORD ISA 6565 (10MM THK) ANGLE STRUTS ISAMEMBER 5555 THK) 0 ALTERNATIVELY ATTACHED ON(8MM EITHER SIDE CONNECTS DIFFERENT

BY NUT-BOLT PLACED ON TOP CHORD OF STEEL TRUSS 230 54 M.S GUSSET PLATE (10MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK ALTERNATIVELY ATTACHED ON EITHER SIDE (230x450M OF GUSSET PLATE RESTING ON TIMBER BATTENS SPAN=6050(WELDED TO TOP CHORD) for the making of Working drawings and further 450 detailing.

450 CONNECTS DIFFERENT R.C.C. MEMBER BYBEAM NUT-BOLT K 0 B93 OF GUSSET PLATE ANGLE STRUTS ISA ON 5555 (8MM THK) STEEL TRUSS RESTING R.C.C. COLUMN PERFORMING AREA B103 54 M.S GUSSET PLATE (10MM THK) 0 5 4 WITH 25MM EXTERNAL PL 0 ALORE TILES (ANGLE CLEAT NUT-BOLTED TOEITHER M.S. PLATE) ALTERNATIVELY ATTACHED ON SIDE 54 B93 M.S GUSSET PLATE (10MM THK) CONNECTS DIFFERENT BY NUT-BOLT STEEL TRUSS RESTING ON R.C.C. COLUMN PERFORMING AREA M ANGLE STRUTS ISA MEMBER 5555 (8MM THK) B103 50 455 0 K P Q OF GUSSET PLATE 4 230 CONNECTS DIFFERENT MEMBER BY 5NUT-BOLT (ANGLE CLEAT NUT-BOLTED TOEITHER M.S. PLATE) TOP CHORD ISA 6565 (10MM THK) ALTERNATIVELY ATTACHED ON SIDE 0 80 SPAN=6050 R.C.C. BEAMRESTING (230x450MM) 54 B93 GUSSET PLATE (10MM THK) STEEL TRUSS ON R.C.C. COLUMN PERFORMING AREA B103 OF GUSSET PLATE 230 STEEL BOX SECTIONS (50x50MM @450MM M.S c/c) B93 DOUBLE ANGLE SECTIONS BACK TO BACK 0 WITH 25MM EXTERNAL PLASTER 8 (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) STEEL TRUSS RESTING ON R.C.C. SPAN=6050 CONNECTS DIFFERENT MEMBER BYCOLUMN NUT-BOLT PERFORMING AREA B103 0 R.C.C. BEAM (230x450MM) A-403a 5 54 M.S GUSSET PLATE (10MM PLACED ON TOP CHORD K M P QOF STEEL TRUSS (ANGLE CLEAT NUT-BOLTED TOTHK) M.S. PLATE)5 WITH 25MM EXTERNAL PLASTER B93 230 CONNECTS DIFFERENT MEMBER BY NUT-BOLT SCALE 1:20 ECTION SPAN=6050 R.C.C. BEAM (230x450MM) (WELDED TO TOP CHORD) STEEL TRUSS RESTING ON R.C.C. COLUMN DETAILED SECTION OF NORTH LIGHT TRUSS PERFORMING AREA B103 K M P Q 230 A-403a SPAN=6050 R.C.C. BEAM (230x450MM) (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) B93 WITH 25MM EXTERNAL PLASTER MANGALORE TILE (260 DETAILED OF NORTH LIGHTSCALE TRUSS STEEL TRUSS RESTING ON R.C.C. COLUMN 1:20 PERFORMING AREA B103 55 SECTION K M P Q WITH 25MM EXTERNAL PLASTER A-403a 230 (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) TOP CHORD ISA 6565 (10MM THK) RESTING ON TIMBER BATT 0 SPAN=6050 MANGALORE TILE (260x540MM) K M P Q R.C.C. BEAM (230x450MM) 8 SCALE HORD CHORD ISA1:20 6565 (10MM THK) DETAILED SECTIONK OFBOTTOM NORTH LIGHT TRUSS 230 RESTING ONEXTERNAL TIMBER BATTENS ANGLE SECTIONS BACK TO BACK A-403a DETAILED SECTION OF NORTH LIGHT DOUBLE WITH 25MM PLASTER 120 80 TRUSS MANGALORE TILE (260x540MM) SPAN=6050 R.C.C. BEAM (230x450MM) KDOUBLE ANGLE SECTIONS BACK TO BACK MANGALORE TILES A-403a SCALE 1:20 K M P Q MANGALORE TILES RESTING ON TIMBER BATTENS WITH 25MM EXTERNAL PLASTER 45500 SCALE 1:20 K (SPAN 5500MM) 4 MANGALORE TILE (260x540MM) DETAILED SECTION OF NORTH LIGHT TRUSS K M P Q MANGALORE TILES A-403a MANGALORE TILE (260x540MM) RESTING ON TIMBER BATTENS 0 45 STEEL BOX SECTIONS (50x50MM @450MM c/c) STEEL BOX SECTIONS SCALE 1:20 DETAILED SECTION OF KNORTH LIGHT TRUSS RESTING ON TIMBER BATTENS A-403e A-403a 10 PLACED ON TOP CHORD OF STEEL TRUSS MANGALORE TILES K 10 STEEL BOX SECTIONS (50x50MM @450MM c/c) M.S GUSSET PLATE (10MM THK) PLACED ON TOP CHORD O 0 TILE (260x540MM) BOTTOM SCALE 1:20 CHORD ISA 6565 (10MM THK) MANGALORE BOX SECTIONTILES 45 MANGALORE (WELDED TOTOP TOPCHORD CHORD)OF STEEL TRUSS 10 PLACED ON 120 SECTION BOX RESTING TIMBER BATTENS 450 CONNECTS DIFFERENT MEMBER BY NUT-BOLT DOUBLE ANGLE SECTIONS BACK TO BACK (WELDED TO TOP CHORD) MANGALORE TILE (260x540MM) K BOX SECTION STEEL SECTIONS 55 (WELDEDBOX TO TOP CHORD) (50x50MM @450MM c/c) MANGALORE TILES RESTING ON TIMBER BATTENS (SPAN 5500MM) 10 STEEL BOX SECTIONS (50x50MM @450MM c/c) TOP CHORD ISA 6565 THK) PLACED ON TOP CHORD OF(10MM STEEL TRUSS 5800 K TOP CHORD 55 4 55 10 BOX SECTION PLACED ON CHORD OF STEEL DOUBLE ANGLE SECTIONS BACK TOTRUSS BACK (WELDED TOTOP TOP CHORD) 80 MANGALORE TILES TOP CHORD ISA 6565 (10MM THK) 0 TOP CHORD ISA 6565 80 0 TOP SECTION CHORD STEEL BOX SECTIONS (50x50MM @450MM c/c) (WELDED TO TOP CHORD) BACK 458 TOP CHORDBOX DOUBLE ANGLE SECTIONS TO BACK 55 PLATE (10MM THK) 80 M.S GUSSET 50 DOUBLE ANGLE SECTIONS 10 0CLEATS ANGLE ISA 6565 (10MM THK) PLACED ON TOP CHORD OF STEEL TRUSS 0 8 TOP CHORD ISA 6565 (10MM THK) 5 0 55 STEEL BOX SECTIONS (50x50MM @450MM c/c) 8 5 TOP CHORD BOX SECTION ZINC-AL CONNECTS DIFFERENT MEMBER BY NUT-BOLT 0 (WELDED TO TOP CHORD) 5 TOP CHORD ISA 6565 (10MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK 0 0 CONNECTS 10 8 TRUSS TO COLUMN 8 THE PLACED ON TOP CHORD OF STEEL TRUSS TOP CHORD B93 DOUBLE ANGLE SECTIONS BACK TO BACK BOTTOM CHORD ISA 6565 (10MM THK) 50 0 BOX SECTION 8 55 (WELDED TO TOP CHORD) SHEETS NUT BOLTED TO GUSSET PLATE 120 50 0 CHORD TOP 6565 (10MM THK) DOUBLE ANGLE ISA SECTIONS BACK TO BACK 0 1 8 BOTTOM CHORD ISA 6565 (10MM THK) TOP CHORD 50 NUT BOLTED ON M.S. PLATE 55 (SPAN 5500MM) DOUBLE ANGLE SECTIONS BACK TO BACK 120 80 DOUBLE ANGLEISA SECTIONS BACK TO BACK TOP CHORD 6565 (10MM THK) 200 0 8 ANGLE CLEATS ISA 6565 (10MM THK) MANGALORE TOP CHORD BOTTOM CHORD ISA 6565 (10MM THK) ZINC-AL BOTTOM CHORD ISA (SPAN 5500MM) DOUBLE ANGLE SECTIONS BACK TO BACK 0 M.S. BASE PLATE (280x500MM THK) 80 120 2005 CONNECTS THE20MM TRUSS TO COLUMN BOTTOM CHORD ISA 6565 (10MM THK) M.S GUSSET PLATE (10MM THK) 120 DOUBLE ANGLE SECTIONS BACK TO BACK TILES 0 DOUBLE ANGLE SECTIONS 5 120 5 SHEETS WELDED TO COLUMN REBARS 0 DOUBLE ANGLE SECTIONS BACKBY TONUT-BOLT BACK CONNECTS DIFFERENT MEMBER (SPAN 5500MM) 5 NUT BOLTED TO GUSSET PLATE M.S GUSSET PLATE (10MM THK) 200 B93 (SPAN 5500MM) (SPAN 5500MM) BOTTOM CHORD10ISA 6565 (10MM THK) 550 NUT BOLTED ON M.S. PLATE SELFCONNECTS DIFFERENT MEMBER

BY NUT-BOLT 200 200 120 DOUBLE ANGLE SECTIONS BACKTHK) TO BACK B93 M.S GUSSET PLATE (10MM BOTTOM CHORD ISA 6565 (10MM THK) MANGALO 0 R.C.C. BEAM (230x450MM) 5 DRILLING 5 (SPAN 5500MM) M.S. BASE PLATE (280x500MM 20MM THK) DOUBLE 120 M.S GUSSET PLATE (10MM THK) ANGLE CLEATS ISAMEMBER 6565 (10MM THK) CONNECTS DIFFERENT

BY BACK NUT-BOLT 200 ANGLE SECTIONS BACK TO 230 TILES (1 M.S GUSSET PLATE 550 B93 WITH 25MM EXTERNAL PLASTER CONNECTS DIFFERENT

BY NUT-BOLT CONNECTS THE TRUSSMEMBER TO SCREWS COLUMN 0 WELDED TO COLUMN REBARS (SPAN 5500MM) 5 ANGLE CLEATS ISA 6565 (10MM THK) 5 B93 200 CONNECTS DIFFERENT M.S PLATE (10MM THK) NUTGUSSET BOLTED TO GUSSET PLATE 0 CONNECTS THE TRUSS TO COLUMN SELF- ME 55 B93 NUT BOLTED ON M.S.ISA PLATE CONNECTS DIFFERENT MEMBER

BY NUT-BOLT HALF ROUND PVC PIPE GUTTER ANGLE CLEATS 6565 (10MM THK) NUT BOLTED TO GUSSET PLATE M.S GUSSET PLATE (10MM THK) R.C.C. BEAM (230x450MM) B93 DRILLING 550 ANGLE CLEATS ISA 6565 (10MM THK) CONNECTS THE TO COLUMN NUT BOLTED ON TRUSS M.S. PLATE M.S. BASE PLATE (280x500MM THK) CONNECTS DIFFERENT MEMBER BY20MM NUT-BOLT (200MMØ) 230 WITH 25MM EXTERNAL PLASTER CONNECTS TO COLUMN B93 NUT BOLTED TO TRUSS GUSSET PLATE SCREWS WELDED TO THE COLUMN REBARS SUPPORTED ON G.I. STRAP HELD ON BATTEN M.S. BASE PLATE (280x500MM 20MM THK) NUT BOLTED TO PLATE ON GUSSET M.S. PLATE ANGLE CLEATS ISA 6565 (10MM THK)

F NORTH LIGHT TRUSS

P

Q

450

M

25°

21502150 2150 2150 21502150 850 850 850850 850 850

K

DETA

A. WORKING DRAWINGS SEM 6 450

LED SECTION OF NORTH LIGHT TRUSS

25° 25°

0

65

65

65

DETAILED SECTION OF NORTH LIGHT TRUSS

10

450 450 450450 450 450

65

25° 25° 25°25°

PERFORMING AREA

65

20

65

DE

20

100

10

0

65

65 65

20

20 20

20 20

100 100 100100 100 100

100

2

M.S. BASE PLATE

10

BEDDED MONOPITCH RIDGE PIECE 230 (270x520MM) DETAIL OF 230 TRUSS END JUNCTION DETAIL OF TRUSS END JUNCTION MANGALORE TILE (260x540MM) SCALE 1:5 BEDDED MONOPITCH RIDGE PIECE

2 2 10 10

(200MMØ) SUPPORTED ON G.I. STRAP HELD ON BATTEN

ANGLE CLEATS ISA 6

WELDED TO COLUMN REBARS NUT BOLTED ONTRUSS M.S. PLATE CONNECTS THE TO COLUMN R.C.C. BEAM (230x450MM) M.S. BASE PLATE 20MM THK) TRUSS TO CONNECTS THE ANGLE CLEATS ISA(280x500MM 6565 (10MM THK) NUT BOLTED TO GUSSET PLATE M.S. BASE PLATE (280x500MM 20MM THK) WITH 25MM EXTERNAL PLASTER WELDED TO COLUMN REBARS CONNECTS THE TRUSS TO COLUMN R.C.C. BEAM (230x450MM) NUT BOLTED TO GUSSET P NUT BOLTED ON M.S. PLATE WELDED TO TO COLUMN REBARS NUT BOLTED GUSSET PLATE WITH 25MM EXTERNAL PLASTER HALF ROUND PVCPLATE PIPE GUTTER NUT BOLTED ON M.S. PLAT M.S. BASE PLATE (280x500MM 20MM THK) NUT BOLTED ON M.S. R.C.C. BEAM (230x450MM) (200MMØ)TO COLUMN REBARS WELDED HALF ROUND PVC(280x500MM PIPE GUTTER R.C.C. BEAM (230x450MM) WITH 25MM EXTERNAL PLASTER M.S. BASE PLATE 20MM THK) SUPPORTED ON G.I. STRAP HELD ON BATTEN (280 (200MMØ) WITH 25MM EXTERNAL PLASTER WELDED TO COLUMN REBARS HALF ROUND PVC PIPE GUTTER WELDED COLUMN REB SUPPORTED G.I. STRAP HELD ONTO BATTEN R.C.C. BEAMON(230x450MM) HALF ROUND PVC PIPE GUTTER (200MMØ) WITH 25MM EXTERNAL PLASTER R.C.C. BEAMON(230x450MM) (200MMØ) SUPPORTED G.I. STRAP HELD ON BATTEN

10 10

D AN BY AUTODESK AN AUTODESK STUDENT STUDENT VERSION VERSION STUDENT VERSION BYAUTODESK AN AUTODESK ODUCED PRODUCED PRODUCED BYPRODUCED BY AN AN AUTODESK BY AUTODESK AN STUDENT STUDENT STUDENT VERSION VERSION VERSION

40

2

10

A-403b

40

SCALE 1:5

230

10

DETAIL OF TRUSS END JUNCTION

2

20 20

65

SCALE 1:5

65 65

65

230

450 450 450450 450 450 450

230

65 65

65 65

450

A-403b

65

65 65

450

OF TRUSS END JUNCTION

HALF ROUND PVC PIPE GUTTER

B. BUILDING CONSTRUCTION SEM 4 GUIDED BY - AR. PRAFUL MHATRE SITE - PALGHAR, MAHARASHTRA Designing a Warehouse in structural steel to understand the possibilities of steel as a material.

33

2210

1600

2806900

1270

415

940 1000

1280

980

1650

2210 1600

620

7000 1290

1650

1010

3100

C27- 230x230

C28- 230x230

C29- 230x230

C30- 230x230

C31- 230x230

280

280

280

280

12

3900

1270

1270

990

08

4100

UP

3850

°

1620

6900

07 26300

C43- 230x230

C44- 230x230 C33- 230x230

3070

C34- 230x230

C35- 230x230

C36- 230x230

C37- 230x230

280

280

280

280

4.0 M WIDE ROAD LEVEL=+0.0M

5830

05

P

08

1010

05

940

450

W1

W1 1230

6900

TEMPLE PLINTH

940 1000

3070

5150 1600

40 23

1500

PROJECT NAME:

03

14

900

450

3140 24890

1080

W1

C27- 230x230

C

C28- 230x230

D

280

E

1270

C29- 230x230

F

280

1270

C30- 230x230

G

450

1380

C67- 230x500

280

990

C31- 230x230

H

280

450

01

6750

C68- 230x500

C69- 230x500

C70- 230x500

0

0

150 MM THICK BRICK WALL 08-04-2020 SEMESTER 6 230 MM THICK BRICK WALL ACADEMY OF ARCHITECTURE 500MM THICK BRICK WALL SIGN AND STAMP EXTERNAL FLOORING

NORTH

ROLL NO.

07

TILE DROP J

12

11

2260

A - 101

NAME : PRANAV ASHISH CHAUBAL

W1

02 02 A-301a A-301b

B

SHEET NUMBER:

LEGENDS :

W1

450

C66- 230x500

GROUND FLOOR ARCHITECTURAL PLAN

SCALE : 1:50

13

D6

500

C65- 230x500

02

UP 2490

660

W.C.

370 C25- 230x500

5150

350

D5 1200

D5 850 170

C24- 230x500

P

710 810 950

N

800

1300

CERAMIC TILING

1650

M

710

PANCHAVATI ANECDOTES SHEET TITLE:

1600

FFL=+0.15M SSL=-0.07M

D5 1290

380

W1

1290

W.C.

D5

370 1410

800 710

05

04

C60- 230x500

STONE TILING

3090 w.c.

HIS

SLATE TILING

710

06

GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The REVISION TABLE dimensions are strictly to be followed.

DATE DESCRIPTION 3) All levels areREVISION unfinished levels unless specified.

4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site.

02 5) The contractor shall inform the architect and/or A-201 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

C53- 230x230

2190

12

280

01

FFL=+1.50M UFL=+1.46M

C14- 230x500

1220

D5

FFL=+0.15M SSL=-0.07M

C18- L230x230

1200

RECEPTION

C58- 230x500 C70- 230x500 C59- 230x500

C62- 230x500

280

D9

C52- 230x230

15 7000

09 10 11

3350

D6

02

C51- 230x500

C9- 230x500

13

C69230x500 1620

C13- 230x500

380

450

C44- 230x230

12050

FFL=+3.0M SSL=+2.96M

STONE TILING

PASSAGE

280

W.C.

C43- 230x230

16 C47- 230x500

2210

C46- 230x500

C50- 230x500

C57- 230x500

810

1410 370

C42- 500 DIA

135°

1010

1990

IPS FLOORING

6750

IPS FLOORING

1200

C64- 230x500

1610

C7- 230x500

15

50

14

(1.6M WIDE) FFL=+0.15M

FFL=+0.9MCERAMIC TILING 400 810 SSL=+0.86M 710 710 KC17- 230x230 IPS FLOORING

1110

5°

03

STEPS

1990

15

1070

C68- 230x500

07

17 13

D10

1650

14

11

SERVICE ALLEY

1010

1050

13

FFL=+1.35M SSL=+1.31M

1300

1290

12

08

1270

HER

C61- 230x500 280

11

06

06

FFL=+0.13M WAITING AREA SSL=-0.07M

C16- 230x230J

FFL=+1.35M

02

04

07

1300

UP

D4

D2

03

04

550

15 40

UP

C49- 500 DIA

W1 C54- 230x500 450

280

UP

550

45°

10

03

DN

02

1280

460 550

2190

02

C8- 230x500

1610

1050

2300

W1

2490

710 810SERVICE 620

6200

FFL=+1.05M

01

3100

FFL=+0.75M C63- 230x500 SSL=+0.65M

09

7190

CENTRAL COURTYARD

1150

990

C53- 230x230

C6- 230x500 01

09

C45- 230x500

1300

1800

08

C60- 230x500

05

1890

2200

2050

IPS FLOORING

1270

1800

1200

2300

980 1350 8060

IPS FLOORING

FFL=+0.60M SSL=+0.56M

2050 2050 1050

3620

D2

SHOP (3100x2200 MM) G FFL=+0.75M C15- 230x230 H 280 C23- 230x500 SSL=+0.71M

07

04

D6

PANTRY

06

01

CORRIDOR (11200x1100MM)

D2

660

3040

IPS FLOORING

1270

3900

N

1410

06 12050

M

415 1050

1050

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

350

950

1050

1480

1200

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

RS 1150 1250

UP

05

(6200x2940MM)

D2

1570

525 525

D1

C5- 230x500 C41- 230x500 04

C12- 230x500

3100

F

800

UP

D2

DISPLAY AREA

1800

C22- 230x500

L

C52- 230x230

STONE TILING

1300

3100

2940

525 525

550 230

500 RS

D8

E

K

FFL=+1.50M 10560 UFL=+1.46M

SHOP W.C. D5 (3100x2200 MM) FFL=+0.75M 370 SSL=+0.71M

850 170

D1

26

D

J

C51- 230x500

1150

IPS FLOORING

01

C21- 230x500

1650

2065

D3

2340

DN

C38- 230x500

PAVER BLOCKS

1350

C25- 230x500

2820

C42- 500 DIA

135

C47- 230x500

A FFL=+1.05M

2070

710 810

09

1010

2200 UP (3040x1570MM) 3140 1080 450 450 1380 24890 FFL=+0.15M1150 FFL=+0.9M D5 C55- 230x500 C66230x500 SSL=+0.86M W1IPS FLOORING C67- 230x500 C56- 230x500

1820

C32- 230x500

C24- 230x500

280

1670

1390 1110 2070

STEPS

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

40 3100

2050 1950

01

02

550

1330

06W1

1220 2050 1950

02

2830

11440

3350

03

07

450 04

25

C

525

800

24

800

900

08

03

230x500

710

525

UP

C65- 230x500

3090

CERAMIC TILING

550

23

W1

C48- 230x500

1330

03

800 710

05 1230

23

2730 1270

2080

380

C59IPS FLOORING

FFL=+0.15M SSL=-0.07M

550 230

450 22

1270

940

01

1290

02 A-201

4.0 M WIDE ROAD LEVEL=+0.0M

UP °

1390 1110

05 06

071160

08

UP

21

02

1410

11

135

3070

1720

550 550

2050

40

15

3600

45° 5900

26460

20

05

02B

19

1250

HIS

2050 1950

380

18

IPS FLOORING

C11- D5 230x500

W.C. 10280

370

D2

D3

13 1410

TEMPLE PLINTH

FFL=+0.6M

09 10 11

12 13 14

15

D5

07

W1

D5

10 990

1500

3100

1480

280

1270

280

7190

1350

280

14

710 810

3850

3350

6900 2300 1050

1050

1650

7000

1010

1290

11440

1050

SERVICE CORRIDOR (11200x1100MM)

2050

3620

IPS FLOORING

2300

5080

1050

FFL=+0.60M SSL=+0.56M

2050 1050

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

3100 525

800

940 1000

1280

980

1890

2050

2340

1050

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

3100

525

550

525

550 230 2050 1950

2730 1160

D3

RECEPTION C40- 230x500

IPS FLOORING

FFL=+0.6M UFL=+0.2M

D7 710

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

C58- 230x500

PASSAGE

C62- 230x500

280

D1

RS FFL=+1.35M SSL=+1.31M2200

SLATE TILING

1300

D5

08

04 450

SERVICE CORRIDOR (11200x1100MM)

1410

C14- 230x500

D6

C37- 230x230

PAVER BLOCKS

TILE DROP COLUMN

w.c.

C18- 230x230

IPS FLOORING 280

FFL=+1.05M

1800

1350 8060 550 1300 1610 5080

1300

IPS FLOORING

1050 2300

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

3100

2050 1950

525

550 1330 550

1650 1200 460

LEVEL=+0.0M

IPS FLOORING

FFL=+0.60M SSL=+0.56M

2300

1050 2300

SERVICE CORRIDOR (11200x1100MM)

10501890 18901050 2300

W.C.

C4- 230x500

1620

FFL=+0.15M SSL=-0.07M 950

16 1200 17

02 152002 A-301a A-301b

1050

FFL=+0.75M

EXTERNAL FLOORING

1600

FFL=+0.9M 11 SSL=+0.86M C17- 230x230

1290

C35- 230x230 SSL=+0.65M C36- 230x230

C34- 230x230

280

1800

CENTRAL COURTYARD C33- 230x230

C16- 230x230

280

UP

1150 1250

D9

IPS FLOORING

C13- 230x500

C15- 230x230

C23- 230x500

1620

(1.6M WIDE) FFL=+0.15M

WAITING AREA

1670

1390 1110

C22- 230x500

500MM THICK BRICK WALL 15

SERVICE ALLEY 12

230 MM THICK BRICK WALL

1990

K

L

M

N

P

COLUMN

PRODUCED BY AN

34

280

IPS FLOORING

LEGENDS : 150 MM THICK BRICK WALL

1990

FFL=+3.0M SSL=+2.96M C9- 230x500

C12- 230x500

D8

1410

UP

D5

IPS FLOORING

990

C7- 230x500

15

C32- 230x500

H 3350

D2

24890

IPS FLOORING

10 1200 09

06

FFL=+0.60M SSL=+0.56M

2050 1050 2050

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

2050 1050 1050 2050 2050 1050

1330

1270

3070

IPS FLOORING

FFL=+0.6M

1050

415

C26- 230x500

FFL=+0.15M

1800

D2

1610

C39- 230x500 G C50- 230x500

F

C3- 230x500

FFL=-0.55M SSL=-0.84M

HER

415

3100 525

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

3100 3100 3100

IPS FLOORING

D2 800

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

525 525 525525 525 525

RS

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

2050

525525

1330 780 550 550 230 2050 1950 2050 1950 800 1330 550 550 2050 1950 550

1330 550 230

2050 1950

D1

1160

UP

2730

2200

PANTRY

280

280 IPS FLOORING 1270

01

26

C21- 230x500

14

1270

UP

3

C46- 230x500

FFL=+1.35M SSL=+1.31M

UP

CERAMIC TILING 400 810 11 710 15 710

370

C20- 230x500

1010

2

50

E

PUMP ROOM

01

1150

1050

3100 525 3100

2050 1950

2080 1270 2830 2830 1270 2080

10280

1270

IPS FLOORING

C19- 230x500

280

13

135°

A

FFL=+1.35M

02

STONE TILING

FFL=+0.13M 3100 SSL=-0.07M 14

12

C61- 230x500

D2

DN 021270

25

12

C8- 230x500

C30- 230x230 C31- 230x230 (3040x1570MM)

FFL=+0.9M SSL=+0.86M

03

1410 24

11

135°

FFL=+0.6M UFL=+0.2M

D2

D

810

13

06

03

UP

04

11

C57- 230x500

1070

C64- 230x500

C29- 230x230 UP

04

23

6200

135°

IPS FLOORING

07

04

10

20 23

D1

UP

C

C2- 230x500

1110

05

C28- 230x230

22

135°

UP

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

06

D4

1150 1150

C63- 230x500

DN

280

5830

2200

C49- 500 DIA

C54- 230x500

05

DISPLAY AREA

3040

135°

1820

B

1110

D2

21

D10

P

D2

2200

01

U

IPS FLOORING

C10- 230x500

02

06

°

RS

07

20

°

D1

19

06

17

09

10

05

C56- 230x500

D2

03

03

08

C6- 230x500

08

UP

135

D2

07

C20- 230x500

P

16

C25- 230x500

C11- 230x500 03

UP

07

(6200x2940MM)

08

C27- 230x230

06

UP

D7

18

1520

20

UP

2200

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

D1

1250 C24- 230x500

950

05

13

IPS FLOORING

1290

17

03

04

10560

02

04

1150 1150

16

02

N

C5- 230x500 D5

FFL=+1.35M SSL=+1.31M

08

23

UP

2200

C55- 230x500

01

°

4

10

04

M

2260

FFL=+1.05M

01

135

3

02

°

2

01

135

C1- 230x500 1

N T R C45- 230x500 Y

10

15

w.c.

C4- 230x500

°

IPS FLOORING

UP

E C41- 230x500

01 A-201

09 D2

C26- 230x500

1

C40- 230x500

11

05

L

135

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

RS

D2

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

3100 14

01

D2

280

1410

12

09

K

14

IPS FLOORING

1410 13

D2

J

1410

A-301b 01

11

D1

1290

H

C14- 230x500

D6

PRODUCED BYRSAN AUTODESK STUDENT VERSION IPS FLOORING D2

01 A-301a

G

24890

C3- 230x500

C18- 230x230

PUMP ROOM

135

10280

A D1

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

550

1330 550 230

1270

D2

UP

D3

F

FFL=-0.55M SSL=-0.84M

1150

2200

C38- 230x500

1150

C48- 230x500

C19- 230x500

IPS FLOORING

UP

12

C13- 230x500

P

IPS FLOORING

D1

D2

FFL=+0.6M UFL=+0.2M

U

525

2200

FFL=+0.6M UFL=+0.2M

STORAGE

IPS FLOORING

RS

UFL=+0.2M BHAANDI BAZAAR (3100x1150 MM)

525

800 2050 1950

D1

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

2820

7.5 M WIDE ROAD 1050

2065

1390 1110

STREET

1160 2730

UP

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

TEMPLE PLINTH

IPS FLOORING 280

280 1110

1150

IPS FLOORING

UP

D2

C10- 230x500

525

1270

UP

FFL=+0.6M

C39- 230x500

D2

PAVER BLOCKS

6900

2050 1950

1390 1110

14

13

UP

SHOP1800

(3100x2200 MM) D1 CENTRAL FFL=+0.75M SSL=+0.71M COURTYARD RS IPS FLOORING

FFL=+1.05M 2200

D3

E

1600

SSL=+0.86M C17- 230x230

C16- 230x230

2801150

FFL=+0.75M SSL=+0.65M

15

D

3620 1150 1250

2830

UP

C32- 230x500

1720

UP

780

3350

16

C

C2230x500 FFL=+0.9M

C15- 230x230

C23- 230x500 2200

D2

3

2050

3600

5900

26460

2

4

3

C22- 230x500

2260 1

2

1

C21- 230x500

D9

IPS FLOORING

WAITING AREA

1800

D8 C1- 230x500

C20- 230x500

(1.6M WIDE) FFL=+0.15M

B

C12- 230x500

26

11440

17

D5

IPS FLOORING

710 810

01

(3040x1570MM) FFL=+0.15M

IPS FLOORING

7190

25

UP FFL=+0.9M SSL=+0.86M A

DN

15

SERVICE ALLEY

4100

02

3040

PANTRY

26300

03

24

1990

C9- 230x500

2340

04

23

IPS FLOORING

1500

22

UP

1990

FFL=+3.0M SSL=+2.96M

1650

01

05

C7- 230x500

15

2940

06

21

14

1570

20

05

620

06

13

1270

710 810

07

02

2940

1480

19

525

IPS FLOORING

07

12

C8- 230x500

1570

5080

1050 1050

03 02

03

2070

UP

08

11

UP

6200

C11- 230x500

18

04

16

10

(6200x2940MM)

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

PRODUCED BY AN AUTODESK STUDENT VERSION

1160

C26- 230x500

17

D10

PANCHAVATI ANECDOTES (SEMESTER 4 ARCHITECTURAL DESIGN)

DISPLAY AREA

D7

2080

525

D2 800

2300

2050 1050 2050

IPS FLOORING

1250

950

10280

RS

DRAWINGS-

1350

3100

D1

1050

UP

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

16

1520

D2

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

2730

2050 1950

2200

10

01

1150

525

550 230

1270

1330

IPS FLOORING

C19- 230x500

15

1670

550

525

D2

FFL=+0.60M SSL=+0.56M

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

3100

IPS FLOORING

FFL=+0.6M UFL=+0.2M

3100 14

11

08

2300

525

550 2050 1950

2080

10280

2200

12

09

D2

1150

525

550

1270

1330

C10- 230x500

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

D1

13

SERVICE CORRIDOR (11200x1100MM)

IPS FLOORING

D2

UP

1890

2050

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

1050

RS

UP

IPS FLOORING

IPS FLOORING

415

D1

1050

3100

2050 1950

2830

A. W O R K I N G

10560

FFL=+1.35M SSL=+1.31M

FFL=-0.55M SSL=-0.84M

PRODUCED BY AN AUTODESK STUDENT VERSION

UP

PUMP ROOM

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

52

2200

PB61

PB53

65

65

20

65

40

65

SIGN AND STAMP

B17

A-403c

DETAIL OF MIDLANDING SKYLIGHT FFL=+2.70M SSL=+2.66M

FIRST FLOOR LEVEL +4.80M

SCALE 1:5

13

3660

12 11

B3

10 09 08 07 06 05 04 03 02 01

230

PUMP ROOM FFL=-0.55M 230 SSL=-0.51M

GROUND LEVEL PB38

PB26

PB22

SW2

UNDERGROUND TANK

SW1

150 1050

1050

850 100 450

450

50 850

1050

65

65

07

ACADEMY OF ARCHITECTURE B93

100

120

3390

390

190

55

100

M.S GUSSET PLATE (10MM CHORDS AND ANGLE STRUTS BYTHK) NUT BOLTS M.S GUSSET PLATECONNECTS (10MM THK)DIFFERENT MEMBER BY NUT-BOLT CONNECTS DIFFERENT MEMBERKEY BYPLAN NUT-BOLT

ROLL NO.

580

SIGN AND STAMP

07

150

1500

1340

1040

920

ACADEMY OF ARCHITECTURE

50

150

50

100

100

120

190

2150

2150 70

40

33 32 31

29 28 27

PROJECT NAME: ANGLE CLEATS ISA 6565 (10MM THK) ANGLE CLEATS ISACONNECTS 6565ANECDOTES (10MM THK) THE TRUSS TO COLUMN PANCHAVATI NUTCOLUMN BOLTED TO GUSSET PLATE CONNECTS THE TRUSS TO SHEET NUMBER: SHEET TITLE: NUT BOLTED ON M.S. PLATE NUT BOLTED TO GUSSET PLATE SECTIONS 10 A - 301a NUT BOLTED ON M.S. PLATE M.S. BASE PLATE (280x500MM 20MM THK) M.S. BASE PLATE (280x500MM 20MM THK) REBARS WELDED TO COLUMN SCALE : 1:50 WELDED TO COLUMN REBARS NORTH R.C.C. BEAM (230x450MM) NAME : PRANAV ASHISH CHAUBAL R.C.C. BEAM (230x450MM) WITH 25MM EXTERNAL PLASTER 08-04-2020 SEMESTER 6 ROLL NO. WITH 25MM EXTERNAL PLASTER

B22

ZIN SH

MA TIL

GROUND PLINTH LEVEL +0.75M

PUMP ROOM FLOOR LEVEL DETAIL OF TRUSS END JUNCTION -0.55M A-403b DETAIL OF TRUSS END JUNCTION SCALE 1:5

HALF ROUND PVC07 PIPE GUTTER HALF ROUND SIGN PVC PIPE GUTTER (200MMØ) AND STAMP ACADEMY OF ARCHITECTURE

SUPPORTED ON G.I. STRAP HELD ON BATTEN (200MMØ) SUPPORTED ON G.I. STRAP HELD ON BATTEN

PB2

T.W MIDDLE RAIL

A-403b

T.W MIDDLE RAIL T.W.

850

20

65

400

120920

390

850 190 55

750

55

400

08-04-2020

SEMESTER 6

60

850 2150

100

450

40 610 2550

40

580 2030 0 PB47

PUMP ROOM FLOOR LEVEL 08-04-2020 ROLL NO. -0.55M

UP

39

38

37

36 35

30

B93

70

PB56 PB68

SEMESTER 6

55 120

NORTH

NAME : PRANAV ASHISH CHAUBAL

70

GROUND LEVEL

PB73

70 450

2020

PUMP ROOM FLOOR LEVEL -0.55M

PB2

2830

2420

GROUND LEVEL

NORTH

SECOND FLOOR LEVEL +8.70M

NAME : PRANAV ASHISH B3 CHAUBAL 34

540

450

3660

580 2940

2030

2980

07

PB2

GROUND PLINTH LEVEL +0.75M

0

2420 560

2420

2090

1520

17 16

TOILET FFL=+0.75M SSL=+0.71M

GROUND PLINTH LEVEL 550 +0.75M

SCALE : 1:50

1250

70 580 3140

2150

3660

ARCHITECTURAL SECTION SECTION THROUGH STAIRCASE FLIGHTS AND TOILET SCALE 1:50

ROLL NO.

B46

450

1340 4540

1040

1250

PUMP ROOM FLOOR LEVEL -0.55M

PRODUCED BY AN AUTODESK STUDENT VERSION

02 A-301a

1500

2030

PB2

ACADEMY OF ARCHITECTURE

SIGN AND STAMP

SW1

SW1

A - 301a

SCALE : 1:50 FFL=+6.60M 120 SSL=+6.56M

550

SCALE 1:5

BEDDED MONOPITCH RIDGE PIECE BEDDED MONOPITCH RIDGE PIECE (270x520MM) (270x520MM) MANGALORE TILE (260x540MM) MANGALORE TILE (260x540MM) RESTING ON TIMBER BATTENS RESTING ON TIMBER BATTENS

40

2940 2420

580 SW1

0

1500

SW2

1240

2150 2420 560 2420

1520

2830

2940

1250 2830

2420

2090

2090

2150 2420 560

2420

3660 PB22

UNDERGROUND TANK 08-04-2020 SEMESTER 6 SW2

22 21 20 19 18

SECTIONS

80

VERTICAL STRUTS ISA 5555 (8MM THK) STEEL @ 4200MMBOX c/c SECTIONS (50x50MM @450MM c/c) STEEL BOX SECTIONS (50x50MM @450MM c/c) PLACED ONTO TOP CHORD OF BY STEEL TRUSS ATTACHED TOP CHORDS GUSSET PLATE PLACED ON TOP CHORD(WELDED OF STEELTO TRUSS TOP CHORD) (WELDED TO TOP CHORD) 28MM THK DOUBLE GLAZED UNIT TOP 02CHORD ISA 6565 (10MM THK) FIXED INTO T.W. FRAME TOP CHORD ISA 6565 (10MM THK) SECTIONS BACK TO BACK DOUBLE ANGLE DOUBLE ANGLE SECTIONS BACK TO BACK T.W. SKYLIGHT FRAME (150MM THK) 01 FIXED ONTO THE TRUSS BY NUT BOLTING BOTTOM CHORD ISA 6565 (10MM THK) BOTTOM CHORD ISA 6565 ANGLE (10MM THK) DOUBLE SECTIONS BACK TO BACK (SPAN 5500MM) DOUBLE ANGLE SECTIONS BACK TO BACK M.S GUSSET PLATE (10MM THK) (SPAN 5500MM) CONNECTS VERTICAL STRUTS TO TOP

10

PB26

GROUND PLINTH LEVEL +0.75M

PB22

B41

24

SHEET TITLE:

MIDLANDING

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

RESTING ON TIMBER BATTENS

10

GROUND LEVEL

PB26

UNDERGROUND TANK

B14

MANGALORE TILE (260x540MM) RESTING ON TIMBER BATTENS DOUBLE ANGLE SECTIONS BACK TO BACK

40

PB61

UNDERGROUND TANK

PB38

26 25

WORKSHOP ROOF TOP 55 +10.00M

0 855

PANCHAVATI 80 ANECDOTES 80 80 SHEET NUMBER:

TE

A

MANGALORE TILE (260x540MM) TOP CHORD ISA 6565 (10MM THK)

2

01

PB68

PB73

PB47

SW2 23

NORTH

NAME : PRANAV ASHISHB51'CHAUBAL

PB53

PB22

50

(ANGLE CLEAT NUT-BOLTED TO M.S.TO PLATE) NUT BOLTED MS PLATE THROUGH T.W. R.C.C. (230x450MM) FRAME TOBEAM FIX SKYLIGHT PANEL ON TRUSS REVISION TABLE R.C.C. BEAM (230x450MM) WITH 25MM EXTERNAL PLASTER DATE REVISION DESCRIPTION WITH 25MM EXTERNAL PLASTER M.S. PLATE (5MM THK) FIX T.W. FRAME ON ANGLE SECTION BY NUT BOLTING THROUGH FRAME

2

PB56

2980

3140 1520

01

PRODUCED BY AN AUTODESK STUDENT VERSION

06 05 04

B51

SCALE : 1:50

PUMP ROOM FFL=-0.55M SSL=-0.51M

12

57

56

55

54

53

200 A - 301a

GROUND LEVEL

13

PROJECT NAME:

TOP CHORD

B22

A-403g

65

PB68

01

FFL=-0.55M PB26 SSL=-0.51M

59 58

+4.80M

SHEET NUMBER:

SHEET TITLE:

200SECTIONS

B3

PUMP ROOM A - 301a

02

09 08

13 12

11

04

61

450

B3

PB73

10

B56 03

PUMP ROOM FFL=-0.55M SSL=-0.51M

07 06 05

03

B3

60

PANCHAVATI ANECDOTES

B3

02

10

09 08

PB38

05

PB61

41 40

KEY PLAN

450

12

PB47

12

11 10 09

08

B41

SHEET NUMBER: 07 06

PB53

B32

04

SHEET TITLE:

PB56

44 43 42

39

B46'

PANCHAVATI ANECDOTES SECTIONS

07

PB38

PROJECT NAME:

45

MIDLANDING FFL=+2.70M SSL=+2.66M

Q

A

UP

FIRST FLOOR LEVEL +4.80M

13

03

B46

KEY PLAN

B17

GROUND LEVEL

11

50

65 64 63 62

PROJECT NAME:

13

450

65

MIDLANDING FFL=+2.70M SSL=+2.66M

FIRST FLOOR LEVEL +4.80M

450

65

19 18

02

49 48

OF GUSSET PLATE M.S GUSSET PLATE (10MM THK) M.S GUSSET PLATE (10MM THK) M.S GUSSET PLATE (10MM THK)DIFFERENT CONNECTS MEMBER

BY NUT-BOLT DIFFERENT CONNECTS DIFFERENTCONNECTS MEMBER BY NUT-BOLTMEMBER BY NUT-BOLT B22 STEEL TRUSS ON R.C.C. COLUMN B103 ISA 5555 (8MMRESTING THK) (ANGLE CLEAT NUT-BOLTED TO M.S. PLATE) B60 STEEL TRUSS RESTINGWELDED ON R.C.C. COLUMN TO TRUSS

TERRACE FLOOR LEVEL +12.7M 100

UP

SSL=+2.66M

65

TOILET FFL=+0.75M SSL=+0.71M

BOX SECTION FIRST FLOOR LEVEL

KEY PLAN

30

47

19

MIDLANDING K FFL=+2.70M

BOX SECTION

B25

29

46

18

OHT TOP LEVEL +17.2M

TOP CHORD

28

B41

23 22 21

GROUND LEVEL

MIDLANDING FFL=+2.70M SSL=+2.66M

27

17

FFL=+8.70M SSL=+8.66M

B3

B17

B51

17

TOILET FFL=+0.75M SSL=+0.71M

33

UP

17

100MM THK BRICK BAT COBA TO PROVIDE SLOPE TO TERRACE

20

27

39 38 37 36

34 UP

16

24

31 30

UP

35

18

B46

28

(10MM THK)

RESTING ON TIMBER BATTENS CHORDS AND ANGLE STRUTS BYSIDE NUT BOLTS OF GUSSET PLATE ALTERNATIVELY ATTACHED ON EITHER

PERFORMING AREA DETAIL OF SKYLIGHT

10

10

27

26

16

UGH STAIRCASE FLIGHTS AND TOILET SCALE 1:50

B3

31 30 29

32

16

B18

32

MIDLANDING FFL=+6.60M SSL=+6.56M

@ 4200MM c/c

(270x520MM)

MANGALORE TILES K MANGALORE TILES FLOOR LANDING

B3

01

31

25

B17

HITECTURAL SECTION

B51'

37

36 35

MANGLORE TILE ROOF TILE SIZE(250MM x540MM)

35

29

B46

B41

23 22 21

34 33 32

28

B51'

26 25 24

02

50

39

38

B26 34

19

38

37 36

13

FFL=+6.60M SSL=+6.56M SECOND FLOOR LEVEL +8.70M

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

B38

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

20

39

12

02

33

12

MIDLANDING B51 FFL=+6.60M SSL=+6.56M

B56

53

B25

UP

41 40

B41

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

59 58 57 56

13

39

B46'

K

55

43 42

55

53

WORKSHOP ROOF TOP +10.00M MIDLANDING

Q

1

M.S. BASE PLATE (280x500MM 20MM THK) PRODUCED AN AUTODESK STUDENT VERSIO VERTICAL STRUTS ISA 5555BY(8MM THK) WELDED TO COLUMN REBARS PRODUCED BY AN AUTODESK VERSION VERTICAL STRUTS ISA 5555 (8MM STUDENT THK) @ 4200MM c/c

M.S GUSSET CONNECTS PLATE THK) ISA VERTICAL STRUTS TOPTHK) ANGLE(10MM STRUTS 5555TO (8MM MANGALORE TILE (260x540MM) CONNECTS TO TOPSTRUTS CHORDS ANDTHK) ANGLE BYEITHER NUT BOLTS ANGLE STRUTSVERTICAL ISA 5555STRUTS (8MM ALTERNATIVELY ATTACHED ON SIDE

B14

B3

B14

DESCRIPTION

T.W. BEEDING B93 PATTI

P

Q

B1

230

54

B25

0

54

A-403b

80

P

A-403c PERFORMING AREA B103 DETAIL OF SKYLIGHT GLASS230 A-403c SCALE 1:5 WORKSHOP ROOF TOP SCALE 1:5 SPAN=6050 PANELS +10.00M 02 SPAN=6050 AIR SPACE K M P DESSICANT SECOND FLOOR LEVEL M P Q DETAILED SECTION OF NORTH LIGHT TRUSS SEALANT +8.70M TERRACE PARAPET LEVEL A-403a DETAILED SECTION OF NORTH LIGHT TRUSS +13.8M 01 SCALE 1:20 A-403a SCALE 1:20

60

59 58 57

T.W MIDDLE RAIL

450

450 80

TERRACE FLOOR LEVEL +12.7M 14 15

REVISION

56

65

FOLDED RCC STAIRCASE 150MM THK

44

B14

B3

63

62

B14

SECOND FLOOR LEVEL +8.70M

B93

64

TERRACE FLOOR LEVEL +12.7M

13

DATE

65

54

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

12

0

54

61

63

1240

B41

B32

46 45

B25

WORKSHOP ROOF TOP +10.00M

450 REVISION TABLE

MIDLANDING 10 11 FFL=+2.70M SSL=+2.66M

09

2980

3140 47

B46

08

TERRACE PARAPET LEVEL +13.8M

GROUND PLINTH LEVEL +0.75M

GROUND LEVEL

PB152 TERRACE PARAPET LEVEL +13.8M 450

64

3390

70 580

45

B46'

49 48

07

FLOOR LANDING FFL=+8.70M SSL=+8.66M

62

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

44

PB139

100

UP

54

06

MIDLANDING FFL=+2.70M SSL=+2.66M

43 42 41 40

PB137

B18

61

B32

39

53

B51

1050

1340 4540

1040

1050

3390

B3

63 62 61 60 59

56 55

05

60

46

58

B56

RCC OVERHEAD TANK (1500MM DEEP)

FLOOR LANDING FFL=+8.70M SSL=+8.66M

47

B46

04

DESCRIPTION

49

65 64

REVISION

B18

48

57

1240

B25

TERRACE FLOOR LEVEL +12.7M

B26 MIDLANDING FFL=+2.70M SSL=+2.66M

MANGLORE TILE ROOF TILE SIZE(250MM x540MM)

B51

03

B25 B1

OHT TOP LEVEL +17.2M

PB132

FIX T.W. FRAME NUT ON ANGLE SECTION

BY FRAME BOLTING THROUGH ANGLE CLEATS ISA 6565 (10MM THK) NUT BOLTING THROUGH FRAME CONNECTS THE TRUSS TO COLUMN TOP CHORD ISA 6565 (10MM THK) TO GUSSET PLATE TOP CHORDNUT ISABOLTED 6565 (10MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK NUT BOLTED ON M.S. PLATE DOUBLE ANGLE SECTIONS BACK TO BACK

100

25°

TERRACE PARAPET LEVEL +13.8M

B51

B25

02

B26

DATE

B1 B14

PB113

25°

01 REVISION TABLE

FLOOR LANDING 100MM THK BRICK BAT COBA FFL=+8.70M TO PROVIDE SLOPE TO TERRACE SSL=+8.66M

100MM THK BRICK BAT COBA TO PROVIDE SLOPE TO TERRACE

19

PB111

PB89

B1

B38

MANGLORE TILE ROOF TILE SIZE(250MM x540MM)

B18

18

02 01

PB105

B14

B38

FOLDED RCC STAIRCASE 150MM THK

03

17

25°

B25

16

1500

OHT TOP LEVEL PB82 +17.2M

FOLDED RCC STAIRCASE 150MM THK

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

14 15

13

70

12 GROUND LEVEL

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

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

11

PB96

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

B14

10

1010

09

19

70

08

18

1500

RCC OVERHEAD TANK (1500MM DEEP)

07

17

PRODUCED BY AN AUTODESK STUDENT VERSION

06

PRODUCED BY AN AUTODESK STUDENT VERSION

05

16

M.S. PLATE M.S. PLATE (5MM THK)FRAME ON ANGLE SECTION BY FIX T.W.

PRODUCED BY AN AUTODESK STUDENT VERSION

04

65

03

14 15

WELDED TO TRUSS NUT BOLTED TO MS PLATE THROUGH T.W. NUT BOLTED TOFRAME MS PLATE THROUGH T.W. TO FIX SKYLIGHT PANEL ON TRUSS M.S GUSSET PLATE (10MM THK) FRAME TO FIX SKYLIGHT PANEL ON TRUSS CONNECTS DIFFERENT MEMBER BY NUT-BOLT (5MM THK)

ATTACHED TO TOP CHORDS BY GUSSET PLATE R.C.C. BEAM (230x450MM) RIDGE PIECE BEDDED ATTACHED TO TOP CHORDSMONOPITCH

BY GUSSET PLATE WITH 25MM EXTERNAL PLASTER BEDDED MONOPITCH RIDGE (270x520MM) 28MM THKPIECE DOUBLE GLAZED UNIT (270x520MM) MANGALORE TILE (260x540MM) 28MM THK DOUBLE GLAZED UNIT HALF ROUND PIPE GUTTER FIXED INTO T.W.PVC FRAME MANGALORE TILE (260x540MM) RESTING FIXED INTO T.W.(200MMØ) FRAME ON BOX SECTIONS RESTING ON BOX SECTIONS SQUARE BOX (50x50MM @450MM c/c) SUPPORTED ON G.I.SECTIONS STRAP HELD ON BATTEN SQUARE BOX SECTIONS (50x50MM c/c)(STEEL ARCHITECTURAL SECTION T.W. SKYLIGHT FRAME 150MMTRUSS THK) PLACED ON TOP@450MM CHORD OF 01 REVISION TABLE DETAIL OF TRUSS END JUNCTION T.W. SKYLIGHT FRAME (THE 150MM THK)BY NUT BOLTING 55 FIXED ONTOTRUSS TRUSS A-301a SECTION OF STEEL THROUGH WORKSHOP AND PERFORMING AREAPLACED ON TOP CHORD DATE 55 FIXED ONTO THETOP TRUSS

BY NUT BOLTING REVISION DESCRIPTION CHORD ISA 6565 (10MM THK) SCALE 1:5 SCALE 1:50 TOP CHORD ISA 6565 (10MM THK) SECTIONS BACK TO BACK DOUBLE ANGLE BEDDED MONOPITCH RIDGE PIECE DOUBLE ANGLE SECTIONS TO BACK M.SBACK GUSSET PLATE 230

65

02

13

M

M

1050

05 04

01

12

K

1010

07 06

580

2110

D3

B93

FIRST FLOOR LEVEL +4.80M

OHT TOP LEVEL +17.2M

K

70

09 08

2550

ANTISKID GRIP ON RAMP

RCC OVERHEAD TANK (1500MM DEEP)

1500

12 11 10

1500

PB152

14 15 16 18 19 SECTION THROUGH WORKSHOP AND17PERFORMING AREA SCALE 1:50

13

1340

12

PB152

3390

12MM THK NEERU FINISHED INTERNAL PLASTER

PB139

139

4540

750

03 04 05 06 07 08 ARCHITECTURAL SECTION

1250

PB137

SECTION THROUGH WORKSHOP AND PERFORMING AREA SCALE 1:50

1240

750

02 PB132

B114

PRODUCED BY AN AUTODESK STUDENT VERSION

01

01 A-301a

PB113

50

B111

B121

50

M.S GUSSET PLATE M.S GUSSET CONNECTS PLATE (10MM THK) DIFFERENT MEMBER BY NUT-BOLT BOTTOM CHORD ISA 6565 (10MM THK) CONNECTS DIFFERENT MEMBER

BY NUT-BOLT ISA 5555 (8MM THK) DOUBLE ANGLE SECTIONS BACK TO BACK ISA 5555 (8MM THK)5500MM) WELDED TO TRUSS (SPAN

120

10

PB111

SECOND FLOOR LEVEL +8.70M

PRODUCED BY AN AUTODESK STUDENT VERSION

GROUND PLINTH LEVEL +0.75M GROUND LEVEL

ARCHITECTURAL SECTION

01 A-301a 13

PRODUCED BY AN AUTODESK STUDENT VERSION

PB105

B91

1040

B82

GROUNDCORRIDOR PLINTH LEVEL FFL=+0.60M +0.75M SSL=+0.56M 09 GROUND LEVEL 10 11 IPS FLOORING

1050

B74

70

70

01

450

B109

55

80

80

c/c)

2

B66

02 01

3980

04 03

PB96

1010

450

02

PB152

29 28

1010

600 150

600

30

06 05

IPS FLOORING

STEEL BOX SECTIONS

BEDDED MONOPITCH RIDGE PIECE BEDDED MONOPITCH RIDGE PIECE TOP CHORD ISA 6565 MANGALORE TILE MANGALORE TILE

B103

1440

440

03

31

40

1150

GROUND LEVEL

34 33 32

90

25 MM THK EXTERNAL PLASTER WITH WHITE PAINT

07

36 35

PB139

1240

BRICK MASONRY WALL(230MM THK)

08

38 37

D10

IPS FLOORING

PB137 920

09

PB132

RCC SILL (125MM THK)

2550

PB89

10

PB113

2550

PB111

GROUND PLINTH LEVEL +0.75M

39

TOP CHORD

WORKSHOP ROOF TOP +10.00M

450

11

PB105

IPS FLOORING

various trade drawings, including but not limited to structural, (50x50MM @450MM electrical, plumbing, fire protection exterior enclosureOF STEEL TRUSS PLACED ONandTOP CHORD systems.

(WELDED TO TOP CHORD) 7) All work shall conform to relevant BIS codes and shall be (270x520MM) best practice of each trade.

(270x520MM) (10MM THK) 8) Any discrepancy is to be brought to the notice (260x540MM) of the DOUBLE ANGLE SECTIONS BACK TO BACK (260x540MM) RESTING ON TIMBER BATTENS architect/ consultant before commencement of RESTING the ONsite.

TIMBER BATTENS 9) All work is to be completed to the satisfaction of site (10MM THK) engineer/ project manager and architects

SCALE 1:5

GLASS 200 GLASS PANELS PERFORMING PANELS AREA AIR SPACE 550 FFL=+5.40M SSL=+4.75 M AIR SPACE ARCHITECTURAL SECTION DESSICANT 01 DESSICANT SEALANT A-301a SECTION THROUGH WORKSHOP AND PERFORMING AREA SEALANT SCALE 1:50 B93

CORRIDOR FFL=+4.80M SSL=+4.76M

2080

610

3980

W2

PB96

2550

450

300

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

01

13

FIRST FLOOR LEVEL B68 B76 +4.80M

139

RCC CHAJJA (75MM THK)

02

600

B121 B60

engineer on site regarding any WITH 25MM EXTERNAL PLASTER

shall coordinate and verify the (200MMØ)6) The contractor SUPPORTED ON G.I. STRAP HELD ON BATTEN work indicated SUPPORTED G.I. between STRAP ON and BATTEN on theON drawings theHELD architectural

50

PERFORMING AREA ROOF TOP +10.28M

1

conditions/modifications HALF ROUNDTILE PVC(260x540MM) PIPE GUTTER MANGALORE required to be done prior to the commencement HALF ROUND PVC PIPE GUTTER (200MMØ) of work. RESTING ON TIMBER BATTENS

K

BOX SECTION

T.W. BEEDING PATTI

T.W. BEEDING PATTI

site.

R.C.C. BEAM (230x450MM) 5) The contractor shall inform the architect and/or R.C.C. BEAM (230x450MM) project WITH 25MM EXTERNAL PLASTER

DETAIL OF TRUSS4 END JUNCTION DETAIL OF TRUSS END JUNCTION SCALE 1:5

A-403b

50

Q

SCALE 1:20

PRODUCED BY AN AUTODESK STUDENT VERSION

610

01

05

IPS FLOORING

2110

55

04

PB82

58 57

54

450

2110

07 06

03

12

2550

60 59

56

STEEL TRUSS TO SUPPORT ROOF (NUT BOLTED VIA STEEL PLATE TO RCC BEAM) RCC B111 BEAM 230MM x 600MM B114

08

D3

T.W MIDDLE RAIL

T.W MIDDLE RAIL

70

1440 B109

09

FIRST FLOOR LEVEL +4.80M

2020

450

300

FIRST FLOOR LEVEL +4.80M

139

62 61

GUSSET PLATE CONNECTING DIFFERENT MEMBERS

440 11 10

D3

63

02

300

1240 90

29

B121 B91

CORRIDOR 139 FFL=+0.60M SSL=+0.56M

GROUND LEVEL

B114

13 12

28

ANTISKID GRIP ON RAMP

B114

B121 64

B111

03

31 30

B82

B111

01

1010

33

IPS FLOORING

BOX SECTIONS (50MM x 50MM)

IPS FLOORING

36 35 34

32

01

B109

B103

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

610

38 37

RIDGE PIECE MANGLORE TILE (250MM x540MM)

2020

B91

2350

B82

CORRIDOR FFL=+0.60M SSL=+0.56M

750

450

B93

28

02

65

B74

39

3980

2080

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

B103 B66

2350

600 150

600

B76

INTERNAL PLASTER

30 29

90

25 MM THK EXTERNAL PLASTER B68 WITH WHITE PAINT

CORRIDOR FFL=+4.80M INED WORKSHOP 1 PERFORMING AREA SSL=+4.76M 070x4020 MM) FFL=+5.40M IPS FLOORING FFL=+4.80M SSL=+4.75 M SSL=+4.76 M IPS FLOORING 12MM THK NEERU FINISHED D10

03

450

1240

32 31

10

1010

34 33

230

230

MANGALORE TILES

2350

37 36 35

920

BRICK MASONRY WALL(230MM THK)

39 38

P

65

RCC SILL (125MM THK)

1440

IPS FLOORING

D10

SECOND FLOOR LEVEL +8.70M

1010

IPS FLOORING

B103

B103

DETAILED SECTION OF NORTH LIGHT TRUSS

440

1150

55 54

450

57 56

2080

300

WORKSHOP ROOF COMBINED WORKSHOP 1 TOP +10.00M (3070x4020 MM) FFL=+4.80M SSL=+4.76 M

60 59 58

W2

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

CORRIDOR FFL=+4.80M SSL=+4.76M

SECOND FLOOR LEVEL +8.70M

100

600 150

62 61

B93

450

450

63

B76

450

600

600

64

RCC CHAJJA (75MM THK)

B68

PERFORMING AREA ROOF TOP +10.28M

65

PERFORMING AREA

engineer on site regarding any conditions/modifications OHT TOP LEVEL required to be done prior to the commencement +17.2M of work.

6) The contractor shall coordinate 230 and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited toKstructural, electrical, plumbing, fire protection and exterior enclosure A-403a 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 TERRACE PARAPET LEVEL of the +13.8M architect/ consultant before commencement of the site.

9) All work is to be completed to the satisfaction TERRACE FLOOR LEVEL of site +12.7MA-403b engineer/ project manager and architects

CONNECTS DIFFERENT MEMBER BY NUT-BOLT M.S GUSSET PLATE (10MM THK) CONNECTS GENERAL NOTES DIFFERENT MEMBER BY NUT-BOLT ANGLE CLEATS ISA 6565 (10MM THK) All dimensionsISA are in6565 'millimeters' unless THK) ANGLE 1)CLEATS (10MM CONNECTS THE TRUSS TO R.C.C. COLUMN specified STEEL TRUSS RESTING ON COLUMN CONNECTS THE TRUSS TO 2) The drawing isBOLTED not CLEAT to be COLUMN scaled.

The NUT TO GUSSET PLATE (ANGLE NUT-BOLTED TO M.S. PLATE) dimensions are strictly PLATE NUT BOLTED TONUT GUSSET BOLTED ON M.S. PLATE to be followed.

10 NUT BOLTED ON M.S. PLATE 3) All levels are unfinished levels unless R.C.C. BEAM (230x450MM) specified. M.S. BASE PLATE (280x500MM 20MM THK) M.S. BASE (280x500MM THK) WITH 25MM PLASTER 4) ThePLATE contractor shall verify all on site20MM WELDED TOEXTERNAL COLUMN REBARS dimensions including WELDED TO COLUMN REBARS elevations prior to the commencement of work on 10

B60

B93

B93

10

RCC OVERHEAD TANK

450

56 55 54

RCC BEAM 230MM x 600MM

IPS FLOORING

58 57

B93

DOUBLE ANGLE (SPAN SECTIONS BACK TO BACK 5500MM) (SPAN 5500MM)

ANGLE STRUTS ISA 5555 (8MM THK) M.S GUSSET PLATE (10MM ALTERNATIVELY ATTACHED ONTHK) EITHER SIDE M.S GUSSET CONNECTS PLATE (10MM THK) MEMBER BY NUT-BOLT OF GUSSETDIFFERENT PLATE

2

GUSSET PLATE CONNECTING DIFFERENT MEMBERS

59

WORKSHOP ROOF TOP +10.00M

PLACED ON TOP CHORD OF STEEL TRUSS

TOP CHORD ISA 6565 (10MM(10MM THK) THK) BOTTOM CHORD ISA 6565 BOTTOM CHORD ISA 6565SECTIONS (10MM THK) DOUBLE ANGLE BACK TO BACK

2

60

TERRACE FLOOR LEVEL +12.7M

PERFORMING AREA ROOF TOP +10.28M

work indicated on the drawings between the architectural and TERRACE FLOOR LEVEL various trade +12.7M 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.

PERFORMING AREA ROOF TOP 8) Any discrepancy is to be brought to the notice +10.28M of the PERFORMING AREA of WORKSHOP ROOF consultant TOP architect/ before commencement FFL=+5.40M the site. +10.00M SSL=+4.75 9) All work is to be completed to theM satisfaction IPS FLOORING of site engineer/ project manager and architects SECOND FLOOR LEVEL +8.70M

MANGALORE TILE6565 (260x540MM) TOP CHORD ISA (10MM THK) TOP CHORD DOUBLE ISA 6565 THK) RESTING ON(10MM BOX SECTIONS ANGLE SECTIONS BACK TO BACK DOUBLE ANGLE SECTIONS BACK SQUARE BACK BOX TO SECTIONS (50x50MM @450MM c/c)

40

RIDGE PIECE

H

55

55

54

STEEL BOX SECTIONS (50x50MM @450MM c/c) STEEL BOX SECTIONS (50x50MM @450MM c/c) TRUSS PLACED ON TOP CHORD OF STEEL PLACED ON TOPBEDDED CHORD OF STEEL TRUSS RIDGE PIECE MONOPITCH (WELDED TO TOP CHORD) (270x520MM) (WELDED TO TOP CHORD)

Q

450

62

BOX SECTIONS (50MM x 50MM)

G

engineer on site regarding any conditions/modifications required to be done prior to the commencement TERRACE PARAPET LEVEL of work. +13.8M shall coordinate and verify the 6) The contractor

65 64 63

61

MANGLORE TILE (250MM x540MM)

F

550

450

TERRACE PARAPET LEVEL +13.8M

TERRACE FLOOR LEVEL +12.7M

450

25°

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

TERRACE PARAPET LEVEL +13.8M

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 B C D E project

40

OHT TOP LEVEL +17.2M

1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The 200 dimensions are strictly 450 to be followed.

200 3) All levels are unfinished levels unless specified.

4) The contractor shall verify all on site 550 PRODUCED BY AN AUTODESK STUDENT VERSION dimensions including 0 elevations prior to the 54commencement of work on site.

5) The contractor shall inform the architect and/or J K L M N P Q project

2350

1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The OHT TOP LEVEL dimensions are strictly +17.2M to be followed.

100 400

Q

920

P

390

N

100

M

100

L

70

K

10

J

PRODUCED BY AN AUTODESK STUDENT VERSION

H

1010

G

300

F

PRODUCED BY AN AUTODESK STUDENT VERSION

E

PRODUCED BY AN AUTODESK STUDENT VERSION

D

PRODUCED BY AN AUTODESK STUDENT VERSION

C

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

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

50 GENERAL NOTES

GENERAL NOTES

Q

450

P

B

2550

N

300

M

50

P

65

PRODUCED BY AN AUTODESK STUDENT VERSION

RCC OVERHEAD TANK

L

TOP CHORD

TOP CHORD

SK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

M 1) All dimensions are in 'millimeters' unless specified 2) The drawing is not to be scaled. The dimensions are strictly to be followed.

3) All levels are unfinished levels unless 80 specified.

80 80 4) The contractor shall verify all on site 80 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 120 conditions/modifications 120 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 SPAN=6050 the site.

9) All work is to be completed to the satisfaction of site M engineer/ project manager and architects

BOX SECTION BOX SECTION

65

OHT TOP LEVEL +17.2M

K

10

10

20

Q

20

P

65

N

4540

M

70

L

580

K

2030

J

0

H

20

G

2980

F

850

E

1500

D

RODUCED BY AN AUTODESK STUDENT VERSION

C

RESTING ON TIMBER BATTENS

450

50

GENERAL NOTES4

PRODUCED BY AN AUTODESK STUDENT VERSION ODUCED BY AN AUTODESK STUDENT VERSION

B

MANGALORE TILE (260x540MM) MANGALORERESTING TILE (260x540MM) ON TIMBER BATTENS

100

MANGALORE TILES K MANGALORE TILES

PRODUCED BY AN AUTODESK STUDENT VERSION

A

SCALE 1:20

SCALE 1:20 K

450

A-403a

M.S GUSSET PLATE (10MM THK)

35

SE DR SC

PRODUCED BY AN AU

300

04

03

02

08

01

07

UP

300

300

300

05

04

SCALE 1:20 3910 1200

310

UP

02

Ø120

Ø120

80

25

Ø120

80

150

20

150

20

80

20

25

180

150

25

25 20

80

20

80

150

150

20

25

25

25

20

150

150

15

80 25

Ø120

80

15

20

15

25

30

25

8

150

140 150 140

140 150

140 140

8

8

150150 25

12MM THICK MIDLANDING TILING

150

220

150MM ANCHOR THK300 PCCFASTENERS IN PLINTH USED 10 10 10 10 10 30 TO FIX THE BASE PLATE TO 220 8MM TOR LINKS TIEING MAIN STEEL IN TREAD 10 10 10 10 10 30 STEPS12MM FORMING THE FOLDED STAIRCASE RISER TILE- RESTILE

70 70

300 12MM TREAD TILE- RESTILE BETWEEN TILING AND RCC STAIRS 12MM RISER TILE- RESTILE STEP-UP TILE BULL-NOSE EDGESTEEL STEP-UP TILETOR MAIN 10MM 220 FINISH WITH MATTE (1520x310MM) MATTE FINISH TO PREVENT INJURIES 10MM TOR(1520x150MM) MAIN STEEL REINFORCEMENTS REVISION TABLE REINFORCEMENTS 10 10 10 10 10 30 BULL-NOSE EDGE DATE 80MM THICK PAVER BLOCKS REVISION DESCRIPTION 25MM THICK SCREEDING ANTI SKID GRIP SELF TO PREVENT INJURIES ANTI SKID GRIP SELF FLOORING IN CENTRAL COURTYARD BETWEEN TILING AND RCC STAIRS EMBOSSED PROJECTIONS 300 PROJECTIONS EMBOSSED 25MM THICK SCREEDING ON TREAD 25MM THK SCREEDING APPLIED ON P.C.C. ON TREAD 140 150

10 10 10 10 10

25

25

70

STEP-UP TILE 150MM (1520x150MM) R.C.C. FOLDED SLAB FOR MATTE FINISH STAIRCASE

8MM TOR LINKS TIEING 25MM THICK EXTERNAL NEERU FINISH MAIN STEEL IN STEPS PLASTER 150MM R.C.C. FOLDED SLAB FOR STAIRCASE

140 150

20

20

80 15

20

150

20

25

200

100

25MM THICK SCREEDING

140 150

15

20

25 150

3380

1000

01

140 150

Ø120

150

80

140

8

80

13 12 113910 10 09 08 07 06 05 04 03 13 12 11 10 09 08 07 06 05 04 03 02 01 DETAILED SECTION 01 310 300 STAIRCASE 300 300 300 300 300 300 300 300 300 300 300 OF

A-402b

20

150

3380

01

UP

300

120

1100

3380

1110

1100

02

EXTERNAL PLASTER) SUPPORTING THE STAIRCASE STAINLESS STEEL(WITH 25MM C21- 230x500

(WITH 25MM EXTERNAL PLASTER) 12MM THICK MIDLANDING TILING SECTION SSL=+0.65M HOLLOW CIRCULAR

26

ANCHOR FASTENERS USED REINFORCEMENTS

DATE EMBOSSED PROJECTIONS ANTI SKID GRIP SELFTILE- RESTILE 12MM RISER ON TREAD EMBOSSED PROJECTIONS STEP-UP TILE ON TREAD ANCHOR FASTENERS (1520x150MM) MATTE FINISHUSED TOFASTENERS FIX THE BASE PLATE TO ANCHOR USED TO FIXTREAD THE BASE PLATE TIEING TO 8MM TOR LINKS TREAD12MM RISER TILERESTILE MAIN STEEL IN STEPS 12MM RISER TILERESTILE STEP-UP TILE 150MM R.C.C. FOLDED SLAB STEP-UP TILE (1520x150MM) MATTE FINISH FOR STAIRCASE

RESTILE SLABS TILE DETAIL EDGE BEAM AND HANDRAIL 60MM ØTECHNO HANDRAIL CENTRAL 25MMTOR THICK EXTERNAL NEERU FINISH PLASTER A-402c 60MM Ø HANDRAIL 8MM LINKS TIEING MATTE FINISHED(1520x600MM) STAINLESS STEEL SCALE 1:58MM TOR LINKS TIEINGPLASTER NEERU FINISH STAINLESS STEEL COURTYARD80MM THICK PAVER BLOCKS MAIN STEEL IN STEPS E DETAIL OF TREAD AND RISER HOLLOW CIRCULAR SECTION MAIN STEEL IN STEPS E HOLLOW CIRCULAR SECTION A-402d TILING IN CENTRAL COURTYARD C21- 230x500 FFL=+0.75M 150MM R.C.C. FOLDED SLAB C21- 230x500 DETAIL OF TREAD AND RISER SCALE 1:2 150MM R.C.C. FOLDED SLAB 80MM Ø NEWEL POST A-402d SSL=+0.65M FOR STAIRCASE 110 12MM1:2 TREAD TILE- RESTILE FOR STAIRCASE 12MM THICK MIDLANDING TILING SCALE THICK MIDLANDING TILING 40 STAINLESS STEEL 80MM Ø12MM NEWEL POST 600x230MM RCC PLINTH RESTILE TECHNO SLABS TILE STEP-UP TILE KEY PLAN -SCALE-1:500 RESTILE TECHNO SLABS TILE HOLLOW CIRCULAR SECTION CENTRAL 460MM THK BRICK MASONRY WALL CENTRAL 25MM EXTERNAL THICK EXTERNAL 25MM THICK Ø60 STAINLESS STEEL BEAM (ON 100MMMATTE THK PCC BED) (1520x310MM) MATTE FINISH FINISHED(1520x600MM) MATTE FINISHED(1520x600MM) 1100MM TALL 70 Ø60 70 PLASTER NEERUNEERU FINISH FINISH PLASTER 60MMØ HANDRAIL - STAINLESS COURTYARD COURTYARD HOLLOW CIRCULAR SECTION 460MM THK BRICK MASONRY WALL BULL-NOSE EDGE 12MM TREAD TILING STEEL, HOLLOW CIRCULARØ60 1100MM TALL PANCHAVATI ANECDOTES FFL=+0.75M FFL=+0.75M Ø60 70 DETAIL OF TREAD AND RISER TO PREVENT INJURIES DETAIL OF TREAD RISER 60MMØ HANDRAIL -AND STAINLESS RESTILE STEP UP TILE SECTION (WELDED TO STEEL PLATE) A-402d A-402d UNDERGROUND R.C.C. WATER TANK 160 SSL=+0.65M WITH MATTE FINISH,ANTI-SKID 20 SSL=+0.65M 12MM TREAD TILING STEEL, HOLLOW CIRCULAR SCALE 1:2 1:2 STAIRCASE DETAILS SCALE

01

14 14

UP

3910 C20-300 230x500 300 300 300 300 300 300 300 300 300 300 300

B

Ø NEWEL (3200x3900x1500MM) AND BULL-NOSE NOSING 80MM Ø80MM NEWEL POSTPOST RESTILECAPACITY=15M³ STEP UP TILE (1520x310MM) STAINLESS STEEL WITH MATTE FINISH,ANTI-SKID STAINLESS STEEL HOLLOW CIRCULAR SECTION AND BULL-NOSE NOSING HOLLOW CIRCULAR 1100MM TALLSECTION

60MM Ø HANDRAIL

STAINLESS STEEL HOLLOW CIRCULAR SECTION FIXED ON WALL

C22- 230x500

(1520x310MM) 1100MM TALL

12MM TREAD TILING

460 12MM TREAD TILING RESTILE STEP UP TILE MATTE FINISH,ANTI-SKID RESTILE STEP UP TILE 60MM ØWITH HANDRAIL

AND BULL-NOSE NOSING 230MM THICK BRICK MASONRY WALL WITH MATTE FINISH,ANTI-SKID STAINLESS STEEL

(1520x310MM) (WITH 12MM THK INTERNAL PLASTER AND BULL-NOSE NOSING HOLLOW CIRCULAR SECTION 25MM THICK EXTERNAL NEERU FINISH PLASTER) (1520x310MM)

PROJECT NAME:

SHEET TITLE:

5MM THICK STEEL PLATE

(WELDED TO HANDRAIL 160AND SOLID 20 MEMBER CONNECTING BOTH) Ø60

SECTION 20 (WELDED TO STEEL PLATE) 300

460MM BRICK MASONRY WALL 5MMTHK THICK STEEL PLATE

SHEET NUMBER:

25MM THICK SCREEDING

A - 402

BETWEEN TILING AND RCC STAIRS SCALE : 1:20 / 1:5

460MM THK BRICK MASONRY WALL 10MMØ60 1:2 TOR70MAIN NORTH 20STEEL 220 60MMØ (WELDED TO HANDRAIL AND SOLID REVISION TABLE HANDRAIL - STAINLESS Ø60 70 15MMØ STAINLESS STEEL 70 60MMØ HANDRAIL - STAINLESS REINFORCEMENTS NAME : PRANAV ASHISH CHAUBAL MEMBERHOLLOW CONNECTING STEEL, 10 10 10CIRCULAR 30 10 10 BOTH) DATE REVISION SOLID MEMBER HOLDING HANDRAIL STEEL, HOLLOW CIRCULAR 18-03-2020 SEMESTER 6 ROLL NO. ANTI SKID GRIP SELF 460 SECTION(WELDED TO STEEL PLATE) ( WELDED TO STEEL PLATE) 160 20 SECTION (WELDED TO STEEL STEEL PLATE) EMBOSSED PROJECTIONS 15MMØ STAINLESS ACADEMY OF ARCHITECTURE 07 5MM THICK STEEL PLATE 160 20 ANCHOR FASTENERS 460 ON TREAD20 SIGN AND STAMP SOLID MEMBER HOLDING HANDRAIL (WELDED TO HANDRAIL SOLID (USED TO FIX THE BASE PLATE TO 5MM THICK STEELAND PLATE 460 ( WELDED TO STEEL PLATE) Ø60

WALL)

MEMBER CONNECTING BOTH)

DATE

20 ANCHOR FASTENERS USED

REVISIO

REVISION TABLE

10MM TO TORFIX MAIN STEEL THE BASE PLATE TO ANTI SKID GRIP SELF REVISION TABLE REINFORCEMENTS TREAD

(1520x150MM) MATTE FINISH

25MM THICK EXTERNAL

REVISION TABLE

10MM MAIN STEEL BETWEEN TILINGTOR AND RCC STAIRS

UP

25

PB22

Ø800

03

F

1000

SW2

Ø800 06

70

1:5 12MMSCALE TREAD TILE- RESTILE STEP-UP TILE 25MM THICK SCREEDING

BULL-NOSE EDGE 12MM TREAD TILE- RESTILE STEP-UP TILE

TO PREVENT INJURIES WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE NOSING (1520x310MM)

25 25

19

300

SCALE 1:5

BULL-NOSE EDGE DETAIL EDGE BEAM AND HANDRAIL

180

300

22

18

40

70220

20MM THK STAINLESS STEEL BASE PLATE 12MM TREAD TILERESTILE

(ANCHORSTEP-UP FASTENEDTILE TO STAIRCASE TREAD THROUGH TILE AND SCREEDING) (1520x310MM) MATTE FINISH A-402c

180

18

300

21

17

UNDERGROUND TANK

600 4200

1200

300

20

150

01

110 110 40

on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure (1520x310MM) MATTE FINISH systems.

7) All work shall conform to relevant BIS codes and shall be best practice of each trade.

Any discrepancy is to be brought to the notice TO 8)PREVENT INJURIES of the architect/ consultant before commencement of the site.

9) All work is to be completed to the satisfaction of site (1520x310MM) MATTE BETWEEN TILING ANDFINISH RCC STAIRS engineer/ project manager and architects

12MM TREAD TILE- RESTILE DETAIL EDGE BEAM AND HANDRAIL STEP-UP TILE

PLASTER

15

16

04

08Ø800 07

07

APPLIED ON P.C.C.

15

19

05

WITH25MM MATTE THK FINISHSCREEDING (1520x150MM)

(MATTE FINISH WELDED TO BASE PLATE)

300

70110

1090MM TALL

RESTILE TECHNO SLABS TILE TALL 1100MM MATTE FINISHED(1520x600MM)

DETAIL OF HANDRAIL TO WALL

A-402c

0

15

06

CENTRALDN 03COURTYARD 02 01 06 05 04 03 02 FFL=+0.75M 23SSL=+0.65M 24 25 26 20 21 22 23 24

WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE 80MM THICK PAVER BLOCKS NOSING (1520x310MM)

FLOORING IN CENTRAL COURTYARD

150

120

18

07

01DN

1000

20

18-03-2020

A-402e 25MM THK SCREEDING APPLIED ON P.C.C. 8MM TORINLINKS TIEING MAIN STEEL IN FLOORING CENTRAL COURTYARD 200 SCALE 1:5 12MM RISERFORMING TILE- RESTILE STEPS THESTEP-UP FOLDEDTILE STAIRCASE 150MM THK PCC IN PLINTH 100

25

14

19

04 300 03 300 02 330 01 300 2130 300 300 300 300 C21- 230x500 FFL=+0.75M 21 22 02 23 24 2130 25 26 03300

01

SEMESTER 6

12MM RISER TILE- RESTILE ACADEMY STEP-UP TILE OF ARCHITECTURE 25MM THK SCREEDING APPLIED ON P.C.C. WITH MATTE FINISH (1520x150MM)

SIGN AND STAMP 12MM TREAD TILERESTILE STEP-UP TILE 150MM THK PCC IN PLINTH

work indicated 8) Any discrepancy is on the drawings between the architectura of the various trade architect/ consultant b drawings, including but not limited to struc NORTH the site. electrical, 9) All work is to beencl com plumbing, fire protection and exterior CHAUBAL systems. of site 7)ROLL All work to relevant BIS engineer/ project man NO. shall conform and shall be best practice of each trade.

8) Any discrepancy is to be brought to the of the architect/ consultant before commenceme the site.

9) All work is to be completed to the satisf of site engineer/ project manager and architects

150MM R.C.C. FOLDED SLABdimensions FOR including 25MM THICK EXTERNAL NEERU FINISH 40MMØ BALUSTERS - 8MM STAINLESS STEEL TOR LINKS TIEING MAIN STEEL IN prior to the commencement of work on elevations STAIRCASE PLASTER site.

HOLLOW CIRCULAR SECTIONS 150 STEPS FORMING THE FOLDED STAIRCASE 5) The contractor shall inform the architect and/or (@300MM C/C) (WELDED ONDETAIL BASE PLATE) EDGE BEAM project AND HANDRAIL 25MM THICK EXTERNAL NEERU FINISH A-402c engineer on site regarding any 80 150MM R.C.C. FOLDED SLAB FOR conditions/modifications PLASTER SCALE 1:5 required to be done prior to the commencement STAIRCASE DETAIL EDGE 80MMØ BEAMNEWEL AND POST HANDRAIL of work.

A-402c - STAINLESS STEEL 6) The contractor shall coordinate and verify the SCALE 1:5 work indicated HOLLOW CIRCULAR SECTION 25MM THICK EXTERNAL NEERU FINISH

20

1450 06 05

17

04

14

A - 402 6) The contractor best shall practice coordinate vert ofand each

8MM TOR LINKS TIEING MAIN STEEL IN THK PCC IN PLINTH 150MM R.C.C. FOLDED SLABGENERAL FOR NOTES 80MM THICK PAVER BLOCKS STEPS FORMING THE FOLDED STAIRCASE STAIRCASE 1) All dimensions are in 'millimeters' unless FLOORING INSTEEL CENTRAL COURTYARD 80MMØ HANDRAIL- STAINLESS specified 8MM TOR LINKS TIEING MAIN STEEL INto be scaled. The 2) The drawing is not HOLLOW SECTION 150MM R.C.C. FOLDED SLAB CIRCULAR FOR dimensions are strictly 25MM EXTERNAL NEERU FINISH 25MM THK THICK SCREEDING APPLIED ON P.C.C. STEPS FORMING THE FOLDED STAIRCASE to be followed.

(MATTE FINISH WELDED TO BALUSTERS) STAIRCASE 3) All levels are unfinished levels unless PLASTER 150MM THK PCC IN PLINTH specified.

70

80

CAPACITY=15M³

1600

07

16

05 300

300

25124026

1600

1570

08

15

1000

08

600

600

14

18

01 05 06

1600

17

Ø800

24

WALL)

STEP UP(WITH TILE 12MM (WITH 25MM EXTERNALRESTILE PLASTER) 25MM THK EXTERNAL PLASTER) INTERNAL PLASTER 230MM THICK BRICK MASONRY WALL WITH MATTE FINISH,ANTI-SKID 25MM THICK EXTERNAL NEERU FINISH PLASTER) C22- 230x500 AND BULL-NOSE NOSING (WITH 12MM THK INTERNAL PLASTER F 25MM THICK EXTERNAL NEERU FINISH PLASTER) C22- 230x500 60MM Ø HANDRAIL(1520x310MM) 60MM Ø HANDRAIL CENTRAL F STAINLESS STEEL 230x500MM RCC COLUMN STAINLESS STEEL COURTYARD E HOLLOW CIRCULAR SECTION RCC COLUMN SUPPORTING THE STAIRCASE 300 330 80MM Ø NEWEL POST230x500MM E HOLLOW CIRCULAR SECTION

1600

16

06

07 300

02

70

230x500MM RCC COLUMN 230x500MM RCC 14COLUMN TREAD TILING SUPPORTING THE12MM STAIRCASE SUPPORTING STAIRCASE 230MM THICK THE BRICK MASONRY WALL

SCALE 1:20

DN

1380

15

23

02

14

460 AND SCREEDING) THROUGH TILE

100 ANCHOR FASTENERS 110 PLATE 80MM THICK (USED TO FIX THE BASE TO PAVER BLOCKS

110 40

(WITH 12MM THK INTERNAL PLASTER 14 STAINLESS STEEL25MM THICK EXTERNAL NEERU FINISH PLASTER) C22- 230x500 25MM THICK EXTERNAL NEERU FINISH PLASTER) HOLLOW CIRCULAR SECTION

F

01

engineer/ project manager and architects STAINLESS STEEL 20MM THK THICK STAINLESS STEEL BASE PLATE 80MM PAVER BLOCKS NAME : PRANAV ASHISH NOSING (1520x310MM) (ANCHOR FASTENED TO STAIRCASE TREAD SOLID02 MEMBER12MM HOLDING HANDRAIL RISER TILE- RESTILE STEP-UP TILE FLOORING IN CENTRAL COURTYARD

UNDERGROUND R.C.C. WATER TANK 230MM(3200x3900x1500MM) THICK BRICK MASONRY WALL CAPACITY=15M³ 230MM THICK BRICK MASONRY WALL 80MM Ø NEWEL POST (WITH 12MM THK INTERNAL PLASTER

330

300

1380

14

22

08

300 300 2130

(3200x3900x1500MM) WITH NEERU FINISH PLASTER

STAIRCASE DETAILS 80MMØ NEWEL 8) POST - STAINLESS Any discrepancy is to be broughtSTEEL to the notice

200

80 200 ( WELDED TO STEELWITH PLATE) MATTE FINISH (1520x150MM) 300

40

150

600x230MM RCC PLINTH 150MM THK FOLDED BEAM (ON 100MM THK PCC BED) UNDERGROUND R.C.C. WATER TANK R.C.C STAIRCASE

14

1110

21

07

PB22 14

SCALE SECTION OF 1:20 STAIRCASE

1500

20

600

300 18

SW2

SCALE 141:20

DN

3910

300

B17

14

12MM TREAD TILE- RESTILE STEP-UP TILE 20MM THK STAINLESS STEEL BASE PLATE

4) The contractor shall verify all on site

UNDERGROUND R.C.C. WATER TANK 80MM THICK PAVER BLOCKS PB22 600x230MM PLINTH TILINGRCC IN CENTRAL COURTYARD 230 x WATER 450MM PERIPHERAL (3200x3900x1500MM) CAPACITY=15M³ UNDERGROUND R.C.C. TANK BEAM (ON 100MM THK PCC BED) FLOOR LANDING R.C.C BEAM (3200x3900x1500MM) CAPACITY=15M³

SW2

1600

19

03

MIDLANDING MIDLANDING 450 11 13 12 10 09 FFL=+2.70M FFL=+2.70M SSL=+2.66M SSL=+2.66M 300

26

UNDERGROUND TANK

1380

18

04

1240

1000

05

600

2980

09

THK SCREEDING ON BEAM (ON 100MM THK25MM PCC BED) TILING IN CENTRAL COURTYARD 70 R.C.C SLAB

OF STAIRCASE

300

15MMØ 200

70

25

22

21

1000

1000

1000

06

600

600600

01 A-402

10

27

25

23

DETAILED 330 300 300 300

30001 300 300 1240 A-402b 10 18 2130 09 08

1500

1450 SW1

12MM THICK TILING 04 1100MM TALL COURTYARD TILING IN CENTRAL COURTYARD 80MM Ø NEWEL POST RESTILE TECHNO SLABS TILE 03LANDING FLOORSW2 PB22 FFL=+0.75M 600x230MM RCCSTEEL PLINTH MATTE FINISHED(1520x600MM) 02 STAINLESS 110 FFL=+4.80M 01 SSL=+0.65M BEAM (ON 100MM THK PCC BED) HOLLOW CIRCULAR 40SECTION 80MM THICK PAVER BLOCKS 600x230MM RCC PLINTH SSL=+4.76M 1100MM TALL

PB22

28

01

01

5MM THICK STEEL PLATE

8

1570

SW1

18

07

00

300

11

29

CENTRAL COURTYARD FFL=+0.75M SSL=+0.65M 80MM Ø NEWEL POST (1520x310MM) 1100MM TALL 12MM TREAD TILING STAINLESS STEEL CENTRAL RESTILE STEP UP TILE HOLLOW CIRCULAR SECTION COURTYARD40MM Ø BALUSTERS WITH MATTE FINISH,ANTI-SKID 1100MM TALL 80MM THICK ØAND NEWEL POST STAINLESS STEEL80MM BULL-NOSE NOSING PAVER BLOCKS FFL=+0.75M HOLLOW CIRCULAR STAINLESS STEEL SECTION TILING IN(1520x310MM) CENTRAL COURTYARD CENTRAL SSL=+0.65M HOLLOW CIRCULAR SECTION 03 80MM THICK PAVER BLOCKS 3380

32

UP

20MM THK STAINLESS STEEL BASE PLATE 80MMØ NEWEL POST - STAINLESS STEEL HOLLOW CIRCULAR SECTION

12MMCIRCULAR RISER TILERESTILE STEP-UP TILE of the 300 20 HOLLOW SECTION (WELDED TO HANDRAIL ANDTREAD SOLID TILE12MM 100 RESTILE STEP-UP TILE architect/ consultant before commencement of WITH MATTE FINISH (1520x150MM) FINISH WELDED MEMBER CONNECTING BOTH) the site.TO BASE PLATE) SCALE : 1:20 / 1:5 110 WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE (MATTE 12MM TREAD TILE- RESTILE STEP-UP TILE 9) All work is to be completed to the satisfaction1:2 NOSING (1520x310MM) of site WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE

RESTILE 150MM STEP UPTHK TILEFOLDED STAINLESS STEEL WITH MATTE FINISH,ANTI-SKID R.C.C STAIRCASE HOLLOW CIRCULAR SECTION AND BULL-NOSE NOSING WITH NEERU FINISH PLASTER 1090MM TALL (1520x310MM)

15

1570

720

1090

310

17

05

UNDERGROUND24TANK

08

1500 1450

600 600 600 4200

PB2

16

02

06

31 UNDERGROUND TANK

SW2

12MM TREAD TILING 80MM Ø NEWEL POST

RESTILE STEP UP TILE WITH MATTE FINISH,ANTI-SKID 80MM Ø NEWEL POST 12MM TREAD TILING AND BULL-NOSE NOSING STAINLESS STEEL 80MM ØHOLLOW NEWEL POSTSECTION (1520x310MM) RESTILE STEP UPCIRCULAR TILE 40MM Ø HANDRAIL WITH MATTE FINISH,ANTI-SKID STAINLESS STEELSTAINLESS STEEL 1090MM TALL AND BULL-NOSE NOSING HOLLOW CIRCULAR SECTION HOLLOW CIRCULAR SECTION

DETAILED SECTION OF STAIRCASE C22- 230x500

300 11300

19

03

07

100

PRODUCED BY AN AUTODESK STUDENT VERSION

12MM TREAD TILING

CENTRAL 02 COURTYARD 01 FFL=+0.75M SSL=+0.65M

04

08

30

14

16

15

01 12 A-402b

05

STAINLESS STEEL HOLLOW CIRCULAR SECTION 1090MM TALL

1500

1090

33

1500

2030

2980 1570

34

24

03

20

01 03

25MM THK SCREEDING ON B FIXED ON WALL 150MM THK FOLDED SLAB 80MM ØR.C.C NEWEL POST 26 R.C.C STAIRCASE 150MM THK FOLDED STAINLESS STEEL C20- 230x500WITH NEERU FINISH PLASTER HOLLOW CIRCULAR SECTION R.C.C STAIRCASE 230 x 450MM PERIPHERAL 25 1090MM TALL FINISH WITH NEERU PLASTER FLOOR LANDING R.C.C BEAM 80MM Ø NEWEL B17 POST 14 27

02

70

1110

02

04

160 300 110

150MM RESTILE THK FOLDED 230 x 450MM PERIPHERAL TECHNO SLABS TILE FLOOR LANDING FLOOR LANDING R.C.C BEAM MATTE FINISHED(1520x600MM) R.C.C STAIRCASE 230 x 450MM PERIPHERAL FFL=+4.80M 60MM Ø HANDRAIL WITH NEERU FINISH PLASTER STAINLESS STEELFLOOR LANDING R.C.C BEAM 460 B17 SSL=+4.76M HOLLOW CIRCULAR SECTION

1110

10 06 09 01

28

1500

07

11

03

36

450

MIDLANDING FFL=+2.70M C3- 230x500 SSL=+2.66M

13 160 12

19

08

12

04

05

1500

580

300

2980 2980

1570

720 300

600 600 600

15

600 600

2030 720

600 4200 600

E

19

01 A-402

09

06

Ø60

25MM THK SCREEDING ON AND BULL-NOSE NOSING HOLLOW CIRCULAR SECTION R.C.C SLAB (1520x310MM) 12MM THICK TILING

02

80MMØ POST- -STAINLESS STAINLESSSTEEL STEEL 40MMØ NEWEL BALUSTERS HOLLOW CIRCULAR CIRCULAR SECTIONS SECTION HOLLOW (@300MM C/C)

DATE

REVISIO

REVISION

DESCRIP

UP

KEY PLA UP

UP

UP

600

C4- 230x500

600 600 4200

1450

1200

13 05

16

15

14

03

ON

DETAIL OF TREAD AND RISER

70

40MMØ BALUSTERS - STAINLESS STEEL 80MMØ HANDRAIL- STAINLESS STEEL HOLLOW CIRCULAR SECTIONS HOLLOW CIRCULAR SECTION (@300MM C/C)

PRODUCED BY AN AUTODESK STUDENT VERSION

600

1240

600

600

720 3690

2170 580

1819

MIDLANDING FFL=+2.70M C3- SSL=+2.66M 230x500

01 A-402

37

10

20

19

18

17

12MM R.C.CTHICK SLAB TILING

GENERAL NOT

ANCHOR FASTENERS USED 80MMØ HANDRAILSTAINLESS STEEL TO FIX THE BASE PLATE TO HOLLOW CIRCULAR SECTION TREAD (MATTE FINISH WELDED TO BALUSTERS) 12MM RISER TILE- RESTILE STEP-UP TILE

UP

E

18 14

13

C3- 230x500

GL

38

SW1

160

14

1000 1100

07

03

SCREEDING STAINLESS STEEL STAINLESS STEEL25MM THK

R.C.C SLAB

29

A-402d

12MM THICK TILING HOLLOW CIRCULAR SECTION HOLLOW CIRCULAR SECTION

26

23

22

21

40

Ø NEWEL POST 40MM Ø HANDRAIL HOLLOW CIRCULAR SECTION

RESTILE TECHNO SLABS TILE

3380

08

18 160 20 MIDLANDING SECTION 01 DETAILED 19 450 FFL=+2.70M OF STAIRCASE 19 01 DETAILED 18SECTION A-402b 18 PB2 A-402b SSL=+2.66M 17 SCALE 1:20

E

26

HOLLOW CIRCULAR SECTION 80MM

1100MM TALL RESTILE TECHNO SLABS TILE FLOOR LANDING MATTE FINISHED(1520x600MM) MATTE FINISHED(1520x600MM) 12MM TREAD TILING 230 x 450MM PERIPHERAL FFL=+4.80M 70 02 40MM Ø BALUSTERS RESTILE STEP UP TILE 25MM THK SCREEDING ON FLOORSTAINLESS LANDING R.C.C BEAM 80 STEEL SSL=+4.76M WITH MATTE FINISH,ANTI-SKID B17

1600

1380

930

1090

2030 300

930

2030

2980 PRODUCED BY AN AUTODESK STUDENT VERSION

720

1500

SSL=+4.76M

28

22

1110

09

450

PUMP ROOM FFL=+0.55M 1500 SSL=+0.25M F

C4- 230x500

29

SCALE 1:20

10

UNDERGROUND TANK

19

600

F

160

06

SW1

19

C4- 230x500 B3

30

03

25

33

CIRCULAR SECTION RESTILE TECHNO HOLLOW SLABS TILE HOLLOW CIRCULAR 14 SECTION CENTRAL MATTE FINISHED(1520x600MM) 12MM THICK TILING COURTYARD RESTILE TECHNO SLABS TILE FLOOR LANDING FFL=+0.75M 40MM Ø BALUSTERS 40MM FINISHED(1520x600MM) Ø BALUSTERS MATTE FFL=+4.80M STAINLESS STEEL SSL=+0.65M STAINLESS STEEL

3690

2170

1090

300

580

11 16

MIDLANDING

19

600

C4- 230x500

31

40MM C21- 230x500 40MM Ø Ø BALUSTERS HANDRAIL 40MM Ø HANDRAIL STAINLESS STEEL PRODUCED BY AN AUTODESK STUDENT VERSION STAINLESS STEEL STAINLESS STEEL 12MM THICK MIDLANDING TILINGSECTION HOLLOW CIRCULAR

26

120

600 4200

15

450

18

32

21

PUMP ROOM35 FFL=+0.55M SSL=+0.25M

GL

18

25

Ø800

16

15

12

PB2

PB2

24

1100

34

300 2030

PRODUCED BY AN AUTODESK PRODUCED STUDENT

BY AN AUTODESK VERSIONSTUDENT VERSION

SW1

160

19

PRODUCED BY AN AUTODESK STUDENT VERSION

20

A-402a

18

PUMP ROOM B3 39 FFL=+0.55M SSL=+0.25M

B3

19

140

33

23

STAINLESS STEEL HOLLOW CIRCULAR SECTION

E

DESCRIPTION

PRODUCED BY AN AUTODESK STUDENT VERSION

GL

C2- 230x500

300

19

SSL=+6.56M

GL

F

36

35

22

STAINLESS STEEL HOLLOW CIRCULAR SECTION

60MM Ø HANDRAIL

01

27 32 39 32 10 0931 08 07 06 05 04 FLOOR 03 02 LANDING 01 38 31 30 37 FFL=+4.80M 30 29 24 36 25 SSL=+4.76M 28 23 29 35 UP 28 27 22 34 27 3910 21 26 33 20 300 300 300 30032 300 300 300 30024 300 300 31 19 25 23 24 30 18 B17 25 22 23 17 21

14 FFL=+2.70M 18 PUMP11ROOM 13 10 12 FFL=+0.55M 09 SSL=+2.66M MIDLANDING 11 FFL=+6.60M B3 08 SSL=+0.25M PUMP ROOM 07

PB2

B

3690

600 1090

14

19

FFL=+0.55M SSL=+0.25M

01 A-402

11

300

580

140

580

B3

19

B3

C3- 230x500

33

12

36

21

02

20 MIDLANDING 18 14 19 17 13 FFL=+2.70M 18 16 12 SSL=+2.66M DETAILED PLAN OF STAIRCASE 15 17

13

E

13

1200 310 MIDLANDING FFL=+2.70M SSL=+2.66M

2170

MIDLANDING FFL=+2.70M SSL=+2.66M C2- 230x500

B

3690

600

2170

600

930

930 3690

2170

01 A-402

B3

20

34

03

REVISION

UP

MIDLANDING MIDLANDING 37 37 FFL=+6.60M FFL=+2.70M 36 SSL=+2.66M 35 SSL=+6.56M 34

19

35

18

38

38

3618

17

04

40MM Ø HANDRAIL (WITH 25MM EXTERNAL PLASTER)

2250

16

05

1380

15

06

2250

37

07

THE VERSION STAIRCASE PRODUCED SUPPORTING

BY AN AUTODESK STUDENT

14

1600

14

39 19

08

14

2250

38

230x500MM RCC COLUMN PRODUCED BY AN AUTODESK STUDENT VERSION

330

300

DN

1600

1450

300 300 2130

2250

930

39

B3

B3

MIDLANDING 39 1500 FFL=+6.60M SSL=+6.56M

600

C3- 230x500

300

300

1600

E

600

B3 MIDLANDING FFL=+6.60M SSL=+6.56M

300

1240

18

DATE

1) All dimensions are specified 2) The drawing is not dimensions are strictly to be followed.

3) All levels are unfinis specified.

GENERAL NOT 4) The contractor sha (1520x150MM) MATTE FINISH GENERAL NOTES dimensions including 1) All dimensions are elevations specified prior to the 1) All dimensions are in 'millimeters' unless site.

80MMØ HANDRAIL- STAINLESS STEEL 2) The drawing is not specified 5) The contractor shal 8MM TOR LINKS TIEING 2) The drawing is not to be scaled. The dimensions are strictly HOLLOW CIRCULAR SECTION (WELDED project dimensions are strictly ON BASE PLATE) to be followed.

MAIN STEEL IN WELDED STEPS (MATTE FINISH TO BALUSTERS) engineer on are siteunfinis regar to be followed.

(MATTE FINISH WELDED TO BALUSTERS) 3) All levels 40 80 conditions/modificatio levels are unfinished 150MM R.C.C.3) All FOLDED SLABlevels unless specified. specified. required to be done pr 4) The contractor sha FOR STAIRCASE 4) The contractor shall verify all on site of work. dimensions including dimensions including 6) The contractor 40MMØ BALUSTERS - STAINLESS STEEL elevations prior toshal the prior to the commencement of work on GENERAL NOTES work indicated 25MM THICKelevations EXTERNAL site. site.

HOLLOW CIRCULAR SECTIONS on The the drawings contractorbetwe shal 5) The contractor shall the PLATE) architect and/or NEERU PLASTER 1) All dimensions 5) are in 'millimeters' unles (MATTE FINISH FINISH WELDED TO inform BASE various trade (WELDED ON STEEL BASE PLATE) (@300MM C/C) (WELDED ON BASE PLATE) 80MMØ HANDRAILproject project STAINLESS specified drawings, including bu engineer on site regarding any 2) The drawing is engineer not to be scaled. on siteThe regar 80 40 HOLLOW CIRCULAR SECTION 80 electrical, conditions/modifications dimensions are strictly conditions/modificatio plumbing,tofire required to be BALUSTERS) done prior to the commencement to be followed. required be protecti done pr (MATTE FINISH WELDED TO systems. of work.

3) All levels are unfinished of work. levels unless 80MMØ NEWEL SCALE POST - 1:2 STAINLESS STEEL (ANCHOR FASTENED TO STAIRCASE TREAD 6) The contractor shall coordinate and verify the 7) All work shall confo specified.

6) The contractor shal 80 workAND indicated 4) The contractor and shallshall verifybe all on site THROUGH TILE SCREEDING) HOLLOW CIRCULAR SECTION work indicated on the drawings between the architectural and dimensions including best practice of each t 40MMØ BALUSTERS - STAINLESS STEEL KEY PLAN -SCALE-1:500 elevations on the drawings betwe WELDED TO BASE PLATE) 300 FINISHWALL various trade 460MM THK BRICK (MATTE MASONRY prior to8) the commencement of Any discrepancy is (MATTE FINISH WELDED TO BASE PLATE) various trade drawings,SECTIONS including but not limited to structural, site.

HOLLOW CIRCULAR of the Ø60 70 bu electrical, 5) The contractor drawings, shall informincluding the architec 60MMØ HANDRAIL110 - STAINLESS PROJECT NAME: architect/ consultant b electrical, plumbing, fireON protection andPLATE) exterior enclosure (@300MM C/C) (WELDED BASE project 20MM THK STAINLESS STEEL BASE PLATE the site. any WITH MATTE FINISH,ANTI-SKID AND BULL-NOSE STEEL, HOLLOW CIRCULAR systems. plumbing, fire protecti PANCHAVATI ANECDOTES engineer on site regarding 40 (ANCHOR FASTENED TO STAIRCASE TREAD 80 9) All work is to be com 7) All work shall conform to relevant BIS codes conditions/modifications systems.

NOSING (1520x310MM) SECTION(WELDEDTHROUGH TO STEEL TILE PLATE) (ANCHOR FASTENED TREAD of prior site and shall be TO STAIRCASE AND SCREEDING) required to be done to theshall commenc SHEET NUMBER: SHEET TITLE: 7) All work confo 80 engineer/ project man best AND practiceSCREEDING) of each trade. of work. and shall be THROUGH TILE

F

2250

18

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

C22- 230x500

REVISION TABLE

ANTI SKID GRIP SELF EMBOSSED PROJECTIONS ON TREAD

230MM THICK BRICK MASONRY WALL

14

1000

19 19

600

C4- 230x500

30

PRODUCED BY AN AUTODESK STUDENT VERSION

18

MIDLANDING FFL=+6.60M SSL=+6.56M

10 10 10 10 10

PRODUCED BY AN AUTODESK STUDENT VERSION

F

SCALE 1:20

10MM TOR MAIN STEEL REINFORCEMENTS

220

70

14

1100

19

14

DETAILED SECTION OF STAIRCASE

20

01 A-402b

18

1600

18

19

F

BETWEEN TILING AND RCC STAIRS

300 19

GL

25MM THICK SCREEDING

ERSION

PRODU

(3200x3900x1500MM) CAPACITY=15M³

PROJECT NAME:

PANCHAVATI A SHEET TITLE:

KEY STAIRCASE PLAN -SCALE-1:500 DETAILS PROJECT NAME:

KEY PLA

SCALE : 1:20 / 1 1:2 A PANCHAVATI PROJECT NAME:

PANCHAVATI ANECDOTES

DESCRIPTION

SHEET TITLE:

SHEET NUMBER

STAIRCASE DETAILS SHEET TITLE: NAME : PRANAV

A - 40

STAIRCASE DETAILS 18 SEMESTER 6

SCALE : 1:20 / 1:5

15 A-401c

15 A-401c

270 02

15 02 A-401d

15 A-401d

250 270

F F

D D

250 PB93 PB93

03

PB86 PB86 04

03

05

04

05

DETAILED SECTION SECTION OF OF TOILET-02 TOILET-02 DETAILED PLAN OFOF TOILET DETAILED DETAILED PLAN TOILET A-401a SCALE 1:25 1:25

B87 F

06

D

320 320

400 400

300 300 250 250 200 1620 1620

300 250

300

9 35

35

650 1100

1000 1000 900 900

300 300

25

400 25 9

320 400

160MM BBCBBC ON ON RCCRCC SLAB 160MM SLAB FORFOR SLOPING SLOPING 150MM THKTHK RCCRCC SLAB 150MM SLAB RUBBLE SOLING RUBBLE SOLING COMPACT MURUM COMPACT MURUM

25MM THK SCREEDING ONTHK INTERNAL DETAILED OFOF TILE DROP CERA WASH BASINS-OVAL (WITH (WITH 12MM 12MM THK INTERNAL PLASTERSECTION PLASTER DETAILED SECTION TILE DROP CERA WASH BASINS-OVAL A-401b A-401b NEERU WHITE)(560x470MM) 25MM 25MM THICK THICK EXTERNAL EXTERNAL NEERU (SNOW WHITE)(560x470MM) SCALE 1:101:10 BBC(SNOW SCALE CODE-S2030104 FINISH PLASTER) FINISH PLASTER) CODE-S2030104 B102 B102 9MM 9MM THK FLOOR TILING THICK FLOOR TILING 9MM THICK FLOOR TILING FALSE CEILING HANGER

18

1200

1200 BASIN FAUCETBASIN FAUCET65MMØ WASTE WATERCERA PIPE QUARTER TURN FAUCET

WASH BASINCOUNTER TOPTOP WASH BASINCOUNTER UP

1620

BELGIAN BELGIAN GLASS GLASS MIRROR MIRROR TILE DROP 9MM 1620

DADO CLADDING DADO CLADDING

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

UP

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

300

SOMANY TILES (POLO BIANCO) TILE LAYOUT START SOMANY TILES (POLO BIANCO) KEY PLAN- SCALE 1:500 (GLOSSY WHITE)(450x450x12.5MM) KEY PLAN- SCALE 1:500 (GLOSSY WHITE)(450x450x12.5MM) WASH BOTTLE TRAP WASH BASINBASIN- COUNTER COUNTER TOP TOP HEIGHT-2400MM BOTTLE TRAP HEIGHT-2400MM CERA WASH WASH BASINS-OVAL BASINS-OVAL CERA AUXILLARIES BOTTLE TRAP CERA PROJECT NAME: CERA AUXILLARIES BOTTLE TRAP PROJECT NAME: (SNOW WHITE)(560x470MM) WHITE)(560x470MM) CODE-1880 REVISION TABLE (SNOW PANCHAVATI ANECDOTES TWO PIECE WALL HUNG WC WC CODE-1880 PANCHAVATI ANECDOTES CODE-S2030104 TWO PIECE WALL HUNG CODE-S2030104 160MM BBCBBC ON ON RCCRCC SLAB CERA CALLAGHAN WC 160MM SLAB SHEET NUMBER: SHEET TITLE: CERA CALLAGHAN WC SHEET NUMBER: SHEET TITLE: FOR SLOPING 9MM THICK FLOOR TILING (SNOW WHITE)(630x405x730MM) DATE REVISION DESCRIPTION 9MM THICK FLOOR TILING TOILET DETAIL FOR SLOPING (SNOW WHITE)(630x405x730MM) TOILET DETAIL A -- 401 401 CODE-S1031104 P TRAP A B52 RESTILE GRANAMTIE GRANAMTIE COLLECTION COLLECTION CODE-S1031104 P TRAP RESTILE B52 (STEEL GREY)(300x300MM) GREY)(300x300MM) (STEEL 25MM THK SCREEDING ON 300

2980

D4

1000 900 1000 900

16

D4

SCALE 1:10

BELGIAN GLASS MIRROR BELGIAN GLASS MIRROR SILVER FINISH(800x650MM) SILVER FINISH(800x650MM) 25MMØ WATER SUPPLY PIPE

CERA QUARTER TURN FAUCET CODE-F2002461 SOMANY TILES TILES (POLO (POLO BIANCO) BIANCO) SOMANY 50MMØ FLUSHING PIPE CODE-F2002461 (GLOSSY (GLOSSY WHITE)(450x450x12.5MM) WHITE)(450x450x12.5MM) GRANITE COUNTER TOPTOP GRANITE COUNTER HEIGHT-2400MM GYPSUM BOARD PANELS HEIGHT-2400MM FINISH)(20MM THK) GYPSUM BOARD PANELS 100MMØ SOIL PIPE (GLOSSY (GLOSSY FINISH)(20MM THK) 1640 (600x600MM) 10MM THK 1640 (600x600MM) 10MM THK

17

1100 1100 2400 650 650 1000 1000 2400 2980 200 200

450 450

17 16

2420 2420 2870 2870

280

280 2370

2830

D5

2830

D5

18

B46

FALSE CEILING HANGER FALSE CEILING HANGER WIRE (1200MM LONG) WIRE (1200MM LONG) DADO CLADDING DADO CLADDING

SUNK SLAB FILLED 25MM 200MM SUNK SLAB FILLED 230MM THICK BRICK 200MM 25MM THK THK SCREEDING SCREEDING WITH BBCBBC WITH MASONRY WALL 200MM SUNK SLAB FILLED 200MM SUNK SLAB FILLED

25MM THK SCREEDING ON SCALE BBCBBC SCALE :: 1:25, 1:25, 1:10 1:10 NORTH NORTH 9MM9MM THK FLOOR TILING THK FLOOR TILING NAME PRANAV ASHISH CHAUBAL NAME :: PRANAV ASHISH CHAUBAL

25MM THKTHK SCREEDING 08-04-2020 SEMESTER 6 ROLL NO. 25MM SCREEDING (WITH LEGENDS WITH BBC BBC PB102 K 12MM THK INTERNAL PLASTER PB112 LEG WITH DETAILED SECTION OFOF BASIN COUNTER ACADEMY OF ARCHITECTURE PB102 PB112 07 K DETAILED SECTION BASIN COUNTER ACADEMY OF ARCHITECTURE A-401b 07 25MMØ25MM WA A-401b 25MM THICKPB68 EXTERNAL NEERU 02 SIGN AND STAMP PB68 SCALE 1:101:10 PB73 SIGN AND STAMP 02 SCALE PB73 65MMØ W 03 65M 03 FINISH PLASTER) DETAILED SECTION SECTION OF OF TOILET-03 TOILET-03 DETAILED 50MMØ FL A-401d 01 DETAILED SECTION OF TOILET-01 50M A-401d DETAILED SECTION OF1:25 TOILET-01 A-401b SCALE A-401b 100MMØ S SCALE SCALE 1:25 1:25 B102 100M D D

PB94 PB94

SCALE 1:25

B

1000

2420 2870

230MM 230MM THICK THICK BRICK BRICK WASH BASINCOUNTER TOPTOP WALL MASONRY WALL MASONRY WASH BASINCOUNTER

4500 4500

B46

B51'

400

800 400

HEIGHT-2400MM

25MM THK SCREEDING

4500 4500 4290

4290

800

41

FALSE CEILING HANGER RESTILE GRANAMTIE COLLECTION RESTILE GRANAMTIE COLLECTION (STEEL GREY)(300x300MM) WIRE WIRE (1200MM (1200MM LONG) LONG) (STEEL GREY)(300x300MM)

2370

B94' B94' B51'

2530 01

B

99

25 25

450

4500

4500

1620

300

600

600 1000 200

3180

3180

2100 1410 450

2410 2410 2850 2850

06

SCALE 1:10 35MM THKTHK SCREEDING EXTERNAL SCALE 1:10 35MM SCREEDING EXTERNAL

320

300 250 2400 2400

1000 900

400 400

800 C C

GENERAL GENE

1) All dimensio 1) All di specified specifie 2) The drawing 2) The d dimensions ar dimensi to be followed. to be fo 3) All levels ar 3) All le specified.

LEGENDS : specifie LEGENDS : 4) The contrac 4) The c dimensions inc 25MMØ WATER SUPPLY PIPE dimensi 25MMØ WATER SUPPLY PIPE elevations prio elevatio 65MMØ WASTE WATER PIPE site.

65MMØ WASTE WATER PIPE site.

5) The contrac 5) The c 50MMØ FLUSHING PIPE project 50MMØ FLUSHING PIPE project engineer on si enginee 100MMØ SOIL PIPE conditions/mod 100MMØ SOIL PIPE conditio required to be required TILE DROP 9MM of work.

TILE DROP 9MM of work.

6) The contrac TILE LAYOUT START 6) The c TILE LAYOUT START work indicated work ind on the drawing on the d various trade REVISION TABLE various (230MM THK) REVISION TABLE drawings, inclu (230MM THK) drawing electrical, DATE REVISION DESCRIPTION electrica DATE REVISION DESCRIPTION plumbing, fire plumbin systems. systems 7) All work sh 7) All w and shall be and sha best practice o best pra 8) Any discrep 8) Any d of the of the architect/ cons architec the site. the site.

9) All work is to 9) All w of site of site engineer/ proje enginee

25MM THK SCREEDING ON BBC

40

B51

B98 D

35 35

320

1000

280 280 2830 2830

2530 2530

2370 2370

4290 4290

450 450

1520 1520

800 800

B

B98 B98

ACADEMY OF ARCHITECT SIGN AND STAMP

25MM THK SCREEDING ON BBC OF OF BASIN BASIN COUNTER COUNTER TILETILE DROP 9MM9MM DROP

DADO CLADDING 160MM BBC ON RCC SLAB DADO CLADDING SOMANY TILES (POLO BIANCO) SOMANY TILES (POLO BIANCO) (GLOSSY WHITE)(300x300x12.5MM) FOR SLOPING (GLOSSY WHITE)(300x300x12.5MM) HEIGHT-2400MM

08-04-2

SEMESTER 6

25MM 25MM THK THK SCREEDING SCREEDING ON ON BBC BBC 9MM THK THK FLOOR FLOOR TILING TILING 9MM

250

35

9

25 400 600

2410 2850

200

800 800

2100 1000 200

400 800

2980

PVC NAHANI RESTILE GRANAMTIE GRANAMTIE COLLECTION COLLECTION RESTILE (STEEL GREY)(300x300MM) GREY)(300x300MM) (STEEL

SCALE 1:251:25 SCALE

B94 F

H 9MM TILING 9MM THICK THICK FLOOR FLOOR TILING H PVC NAHANI TRAP (100MMØ) TRAP PB87(100MMØ) B PB87

B B

W1

1520

400 400 800 800

350 350

400 400 800 800

OLYMPUS STANDARD STANDARD URINAL URINAL OLYMPUS

HINDWARE WASH BASINCOUNTER TOPTOP HINDWARE URINALS URINALS WASH BASINCOUNTER (STAR CERA WASH BASINS-OVAL (STAR WHITE)(460x300x710) WHITE)(460x300x710) CERA WASH BASINS-OVAL (SNOW WHITE)(560x470MM) (SNOW WHITE)(560x470MM) CODE-S2030104 HEALTH CODE-S2030104 HEALTH FAUCET FAUCET BELGIAN GLASS MIRROR BELGIAN GLASS MIRROR CERA FAUCETS FAUCETS (POM (POM FAUCET) FAUCET) CERA SILVER FINISH(1650x650MM) GL GL SILVER FINISH(1650x650MM) WITH 1.2M BRAIDED HOSE WITH 1.2M BRAIDED HOSE PIPE PIPE CODE-F8030401AB CODE-F8030401AB

W1

B52

B41

NAME : PRANAV AS

FILLED

160MM BBC BBC ON ON RCC RCC SLAB SLAB 160MM FOR FOR SLOPING SLOPING

(600x600MM) (600x600MM) 10MM 10MM THK THK

450

200 200

600 600 4300 4300

1520 1520

SOMANY TILES (POLO BIANCO) LARGE URINAL DIVISION PARRYWARE PARRYWARE LARGE URINAL DIVISION (GLOSSY (GLOSSY WHITE)(300x300x12.5MM) WHITE)(300x300x12.5MM) (WHITE)(450x675x60MM) (WHITE)(450x675x60MM) HEIGHT-2400MM HEIGHT-2400MM C0507 K CODECODE- C0507

C59-C59230x500 230x500

A-401a SCALE

OLYMPUS STANDARD URINAL

WINDOWS(600x500MM) (STAR WHITE)(460x300x710) WINDOWS(600x500MM) (STAR WHITE)(460x300x710) DADO CLADDING CLADDING DADO URINAL PARTITION URINAL PARTITION SOMANY TILES (POLO BIANCO)

B41

B46'

SCALE : 1:25, 1:10

25MM THK SCREEDING LEGENDS : DETAILED SECTION OF160MM BASIN COUNTER GYPSUM BOARD BOARD PANELS PANELS BBCBBC FORFOR SLOPING GYPSUM 160MM SLOPING

F

210

1620

210

70

B46'

B51

A-401b

F (150MMØ) (150MMØ) USHA USHA CRISP CRISP AIR AIR EXHAUST EXHAUST FAN FAN (IVORY) CODECODE- B009ZBD3KO B009ZBD3KO (IVORY)

39

D5

B56

(600x600MM) 10MM 10MM THK THK B87' PLASTER (600x600MM) WITH 12MM THK INTERNAL WITH 12MM THK B87' INTERNAL PLASTER

05

D

350 350

C

D5

40 39

1520

06 05

BBCBBC FORFOR SLOPING 100MM SLOPING CERA 100MM AUXILLARIES BOTTLE TRAP CODE-1880

K K

B94 B94 B56

OLYMPUS STANDARD URINAL OPERABLE LOUVERED SCALE 1:25LOUVERED HINDWARE URINALS OPERABLE HINDWARE URINALS

1520 1520

1520 1520

660 100 100

870

8001620

D5

710 800

1300 1300 D5

200 200

920

920

770

660

D D

1410

260

260 450 450

450 450

PB68

BOTTLE TRAP 41

C C

FALSE CEILING CEILING(GLOSSY HANGER WHITE)(300x300x12.5MM) FALSE HANGER (GLOSSY WHITE)(300x300x12.5MM) HEIGHT-2400MM WIRE WIRE (1200MM (1200MM LONG) LONG) HEIGHT-2400MM GYPSUM BOARD PANELS GYPSUM BOARD PANELS 150MM INTERNAL WALL 150MM INTERNAL WALL

500 500

PORCELAIN TILING

770

1680

HIS

200 1000 1000 200

1410 1410

1520

400 800

2400

TWO PIECE WALL HUNG WC WC TWO PIECE WALL HUNG

200MM SUNK SLAB FILLED WITH BBC

400 400

800 800

1600

1600

03

07 06

CERA WASH BASINS-OVAL

03

SCALE 1:25 1:25 SCALE

CERAPIECE CALLAGHANWALL WC TWO HUNG WC CERA CALLAGHAN WC (SNOW WHITE)(630x405x730MM)

B52 B52

25MM THK THK SCREEDING SCREEDING (SNOWSADDLE WHITE)(560x470MM) 25MM BACK STONE DETAILED SADDLE BACK STONE SECTION DETAILED SECTION A-401b CODE-S2030104 COPING (150MM THK) A-401b COPING (150MM THK) 25MM THKTHK SCREEDING 25MM SCREEDING

(GLOSSY WHITE)(450x450x12.5MM) 03 03 B46 B51 B46 DETAILED SECTION OF TOILET-01 TOILET-01 B51 HEIGHT-2400MM DETAILED SECTION OF

25MM THK SCREEDING SOMANY TILES (POLO BIANCO) SOMANY TILES (POLO BIANCO)

08

GRANITE COUNTER TOP SCALE 1:25

WASH BASIN- COUNTER TOP

02

TOILET DETAIL

CERA CERA AUXILLARIES AUXILLARIES BOTTLE BOTTLE TRAP TRAP CODE-1880 CODE-1880

200MM SUNK SUNK SLAB SLAB FILLED FILLED 200MM WITH BBC WITH 03 BBC

PB68 PB68

HEALTH FAUCET RESTILE GRANAMTIE GRANAMTIE COLLECTION COLLECTION RESTILE CERA FAUCETS (POM FAUCET) CERA FAUCETS (POM FAUCET) D (STEEL GREY)(300x300MM) GREY)(300x300MM) (STEEL D WITH 1.2M BRAIDED HOSE PIPE WITH 1.2M BRAIDED HOSE PIPE 25MM THK THK SCREEDING SCREEDING CODE-F8030401AB B87 25MM CODE-F8030401AB B87

09

02

02 02

B86 C49-B86 500 DIA C49500 DIA 160MM BBC BBC FOR FOR SLOPING DADO CLADDING 160MM SLOPING DADO CLADDING 08

250

01

(SNOW WHITE)(630x405x730MM) (SNOW WHITE)(560x470MM) C45-C45230x500 (SNOW WHITE)(560x470MM) CODE-S1031104 P TRAP 230x500 CODE-S1031104 P CODE-S2030104 TRAP CODE-S2030104

10

07

250

D4

600 600

3180 3180

2100 2100

450

4300

600

1520 350

280

1100

720

720 2560 870

250

280

280

300

2370 1100

2830

710

710

2530

800

2560 870

800

800

710

710

800

710 800

DN

CERA CALLAGHAN WC

S

SHEET TITLE:

BOTTLE TRAP TRAP BOTTLE

(GLOSSY FINISH)(20MM THK)

01

PB73 (WITH 12MM THK INTERNAL PLASTER PB73PLASTER B (WITH 12MM THK INTERNAL WITH 15MM DADO CLADDING WITH 15MM DADO01CLADDING 01 NEERU 25MM THICK EXTERNAL 25MM THICK EXTERNAL NEERUA-401b A-401b FINISH PLASTER) FINISH PLASTER)

BASIN FAUCET-

SOMANY TILES TILES (POLO (POLO BIANCO) BIANCO) SOMANY PB94 PB102 K (GLOSSY (GLOSSY WHITE)(450x450x12.5MM) WHITE)(450x450x12.5MM) HEIGHT-2400MM HEIGHT-2400MM

(SNOW WHITE)(630x405x730MM) CODE-S1031104 P P TRAP TRAP CODE-S1031104

(SNOW WHITE)(630x405x730MM) CERA CALLAGHAN CODE-S1031104 P TRAP WC BB CODE-S1031104 P TRAP WHITE)(630x405x730MM) TWO PIECE PIECE(SNOW WALL HUNG WC COUNTER TOP C TWO WALL WC C HUNG WASH BASINCERA CALLAGHAN CALLAGHAN WC WC WASH BASIN- COUNTER TOP 440 CERA CODE-S1031104 P TRAP CERA WASH BASINS-OVAL 440 WHITE)(630x405x730MM) CERA WASH BASINS-OVAL (SNOW

B B

2980 2980

400

450

200

260 260

1520

200

1100 1100 900

1100

430

4290

710 800

1200 710

300 400

710 1680 840

840

840 1100 1100 340

250

340 430 430 1200 900 900 1200 710

400 400 800 800

11 10

C58-C58230x500 230x500

250 01

12 11

09

HIS FFL=+0.15M FFL=+0.15M SSL=-0.07M SSL=-0.07M PORCELAIN TILING 870

PB102 PB102 01

A-401c A-401c

DN

01

DADO CLADDING CLADDING DADO

D

PANCHAVATI ANEC

25MM THK SCREEDING WASH WASH BASINBASIN- COUNTER COUNTER TOP TOP

CERA WASH WASH BASINS-OVAL BASINS-OVAL CERA (SNOW WHITE)(560x470MM) 200MM SUNK SLAB (SNOW WHITE)(560x470MM) CODE-S2030104 CODE-S2030104 WITH BBC

CERA CALLAGHAN WC PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION(SNOW WHITE)(630x405x730MM)

9MM THICK THICK FLOOR FLOOR TILING 9MM TILING HEALTH FAUCET

SLATE TILING

D4

840

2870 2870

2420 2420 1520 1520 350 350

PRODUCED BY AN AUTODESK STUDENT VERSION

H

13 12

01 02

(600x600MM) (600x600MM) 10MM 10MM THK THK

FINISH(800x650MM)

PROJECT NAME:

UP

W1

C67-C67230x500 230x500

14 13

02 03

B

1200 1200

PB112 CERA QUARTER TURN FAUCET CODE-F2002461 DETAILED SECTION OFWC TOILET-03 TWO PIECE PIECE WALL HUNG HUNG WC A-401d TWO WALL

C

DADO CLADDING

EXHAUST EXHAUST FAN FAN DETAILED SECTION OF TOILET-01 A-401b

70

H

02

15

C57- 230x500

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

1150 1150

200 200

4500 4500

D5

B

W1

14

PASSAGEWAY PASSAGEWAY FFL=+0.15M 1100 1100 1000 1000

450 450

250 250

F

PB73

D4

03 04

1000 1000

B93 B93 C57- 230x500

C62-C62230x500 230x500

04 05

C54-C54230x500 230x500

2100 2100

B98 B98

05 06

D PORCELAIN TILING

15

300

D4

FFL=+0.15M SSL=+0.01M SSL=+0.01M PORCELAIN TILING D

06

GYPSUM SILVER GYPSUM BOARD BOARD PANELS PANELS

KEY PLAN- SC

SILVER FINISH(800x650MM) CERA WASH BASINS-OVAL (SNOW WHITE)(560x470MM) BASIN FAUCETBASIN FAUCETCODE-S2030104 CERA QUARTER QUARTER TURN TURN FAUCET FAUCET CERA 9MM THICK FLOOR TILING CODE-F2002461 CODE-F2002461 RESTILE GRANAMTIE COLLECTION GRANITE COUNTER GRANITE COUNTER TOP TOP (STEEL GREY)(300x300MM) (GLOSSY FINISH)(20MM FINISH)(20MM THK) THK) (GLOSSY

BELGIAN GLASS MIRROR

16 16

B

engineer/ project manager and architects

BELGIAN GLASS GLASS MIRROR MIRROR BELGIAN WASH BASIN- COUNTER TOP SILVER FINISH(800x650MM)

UP

PRODUCED BY AN AUTODESK STUDENT VERSION

D5

300

D5

01 C66-C66230x500 230x500

STILE GRANAMTIE COLLECTION EEL GREY)(300x300MM)

0MM BBC FOR SLOPING

340 1200

800 1600

W1

C66C66 (230x500MM) (230x500MM) F

WO PIECE WALL HUNG WC

MM THK SCREEDING

D5

1600

W1

PB112 PB112 M THICK FLOOR TILING

F F

1000 1000

TRAP(100MMØ)

RA CALLAGHAN WC OW WHITE)(630x405x730MM) DE-S1031104 P TRAP

D5

HER HER FFL=+0.15M

D5 D5 PB87

PVC 230MM THICK BRICK PVC NAHANI NAHANI TRAP TRAP(100MMØ) (100MMØ) 230MM THICK BRICK SOMANY TILES (POLO BIANCO) MASONRY WALL MASONRY WALL

06 06

SCALE SCALE 1:25 1:25

D

C65-C65230x500 230x500

250 250

D5

270

260

D4

10MM THK

18 18 17 17

UP

SILVER FINISH(1650x650MM)

PRODUCED BY AN AUTODESK STUDENT VERSION

W1

D

05 05

GL GL

1640

25MM SCREEDING 25MM THK THK SCREEDING 160MM BBC BBC FOR FOR SLOPING SLOPING 160MM FALSE CEILING CEILING HANGER HANGER FALSE WIRE (1200MM LONG) WIRE (1200MM LONG)

1200 D4 D4

GYPSUM BOARD PANELS

06 SILVER FINISH(1650x650MM) 05 06 SILVER FINISH(1650x650MM)

A-401b A-401b

SCALE 1:10

RESTILE GRANAMTIE GRANAMTIE COLLECTION COLLECTION RESTILE (STEEL GREY)(300x300MM) GREY)(300x300MM) (STEEL

B46 B46

CERA FAUCETS (POM FAUCET)

(600x600MM) BELGIAN GLASS GLASS MIRROR MIRROR BELGIAN

05

04

C56-C56230x500 230x500

C61- 230x500

250

340

270

260

GL

350

250 450

200

2870

1600 1600 2420

400 800

210 210

04 04

C

W1

04

03

B51' B51'

WITH 1.2M BRAIDED HOSE PIPE FALSECODE-F8030401AB CEILING HANGER 9MM THICK FLOOR WIRE (1200MM LONG)TILING

WASH BASINBASIN- COUNTER COUNTER TOP TOP WASH

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

H H

D5 C61- 230x500

03 03

W1

-A-401b

25MM THK SCREEDING HEALTH 160MM BBCFAUCET FOR SLOPING

COLLECTION 17 PARRYWARE LARGE URINAL DIVISION RESTILE GRANAMTIE PB86 W1 B DIVISION PARRYWARE LARGE URINAL W1 (STEEL GREY)(300x300MM) (WHITE)(450x675x60MM) 16 (WHITE)(450x675x60MM) CODECODE- C0507 C0507

C59- 230x500 230x500 C59-

250 250

270 270

03

02

B51 B51

HINDWARE URINALS WITH WITH 12MM 12MM THK THK INTERNAL INTERNAL PLASTER PLASTER (STAR WHITE)(460x300x710)

18 URINAL PARTITION PARTITION URINAL

B46

PB93

D

DETAILED 1000 OF DETAILED PLAN PLAN OF TOILET TOILET 1000

1520

-A-401b

W1

9MM THICK FLOOR TILING SOMANY TILES (POLO BIANCO)

150MM INTERNAL WALL

F F

SCALE 1:25

A-401a 1300 A-401a 1300

B102 B102

05 05

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

9MM 9MM THICK THICK FLOOR FLOOR TILING TILING

RESTILE GRANAMTIE COLLECTION (GLOSSY WHITE)(300x300x12.5MM) (STEELHEIGHT-2400MM GREY)(300x300MM) OLYMPUS STANDARD URINAL 150MM INTERNAL WALL

1410

8001620 1620 450

15 02B 15 02 A-401d B A-401d

C

50x650MM)

06 06

WASH BASIN- COUNTER TOP DETAILED DETAILED SECTION OF TILE DETAILED DROP B94' WASH BASIN- COUNTER TOP

A-401b

OPERABLE LOUVERED WINDOWS(600x500MM) B56 DADO CLADDING B56

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

DETAILED SECTION OF TOILET-02

02

250 250

W1

NS-OVAL 0x470MM)

SS MIRROR

100

PB102 F B51'

01

C63-C63230x500 230x500

COUNTER TOP

07 07

WASH(600x600MM) BASINCOUNTER TOP 10MM THK B87'

CODE-F8030401AB

DADO CLADDING CLADDING DADO

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

39 39

B41 B41

CERA WASH BASINS-OVAL EXHAUST FAN(150MMØ) CRISP AIR EXHAUST FAN CERA FAUCETS (POM FAUCET) (SNOWUSHA WHITE)(560x470MM) D CERA FAUCETS (POM FAUCET) D (IVORY) CODE- B009ZBD3KO WITH 1.2M BRAIDED HOSE PIPE WITH 1.2M BRAIDED HOSE PIPE CODE-S2030104 CODE-F8030401AB

500

COMPACT MURUM

DADO CLADDING CLADDING DADO

41 41 40 40

B46' B46'

(230MM B98 THK)

B94

2530

800

710 710

1520

920 920

01

15 15 A-401c A-401c

(SNOW (SNOW WHITE)(560x470MM) WHITE)(560x470MM) CODE-S2030104 CODE-S2030104

HEALTH HEALTH FAUCET FAUCET

09 09

B51

660 660

770 770

800 800

70 70

GE URINAL DIVISION0101 60MM)

C45- 230x500 230x500 C45-

OLYMPUS STANDARD STANDARD URINAL URINAL OLYMPUS

PORCELAIN TILING PORCELAIN TILING

710 710

1200 1200

340 340 PRODUCED PRODUCEDBY BYAN ANAUTODESK AUTODESKSTUDENT STUDENTVERSION VERSION

H H

FALSE CEILING HANGER D5 D5 WASH BASINBASIN- COUNTER COUNTER TOP TOP WIRE (1200MM LONG) WASH CERA WASH WASH BASINS-OVAL BASINS-OVAL CERA GYPSUM BOARD PANELS

C C

RUBBLE SOLING

100MM 100MM BBC BBC FOR FOR SLOPING SLOPING

PRODUCED PRODUCEDBY BYAN ANAUTODESK AUTODESKSTUDENT STUDENTVERSION VERSION

NDARD URINAL

10 10

B87

(GLOSSY WHITE)(300x300x12.5MM) 160MM BBC FOR SLOPING HEIGHT-2400MM

440 440

C49C49- 500 500 DIA DIA

11 11

150MM THK RCC SLAB

39 THK SCREEDING SOMANY TILES (POLO BIANCO) TWO WC TWO PIECE PIECE WALL WALL HUNG HUNG WC 25MM

B41

K

SADDLE SADDLE BACK BACK STONE STONE COPING(150MM (150MM THK) THK) COPING 25MM THK 25MM THK SCREEDING SCREEDING

B86 CERA CERA CALLAGHAN CALLAGHAN WC WC (SNOW WHITE)(630x405x730MM) WHITE)(630x405x730MM) (SNOW CODE-S1031104 P P TRAP TRAP CODE-S1031104

DN B93 DN

160MM BBC ON RCC SLAB FOR SLOPING

D

DADO CLADDING

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

A-401c

W1 W1

01 01

B98

08 08

870 870

D5 D5

02 02

03 03

4) The contractor shall verify all on site 50MMØ FLUSHING PIP dimensions including 100MMØ SOIL PIPE elevations prior to the commencement of work on TILE DROP 9MM site.

GENERAL NOTES NOTES GENERAL TILE LAYOUT START 5) The contractor shall inform the architect and/or 1) All dimensions are in 'millimeters' unless 1) All dimensions are in 'millimeters' unless specified project specified REVISION TABLE 2) The drawing is not to be scaled. The 2) The drawing is not to be scaled. The engineer on site regarding any dimensions are strictly dimensions are strictly DATE REVISION to be followed. to be followed. conditions/modifications 3) All levels are unfinished levels unless 3) All levels are unfinished levels unless 25MM SCREEDING ON BBC 25MM THK THK SCREEDING ONprior BBC specified. required be done specified.

230MMtoTHICK BRICK to the commencement 4) The contractor shall verify all on site 4) The contractor shall verify all on site TILE DROP 9MM of work. dimensions including TILE DROPMASONRY 9MM WALL dimensions including elevations prior to the commencement of work on elevations prior to the commencement of work on 35MM THK THK SCREEDING EXTERNAL 6)(WITH The 12MM contractor shall coordinate and THK EXTERNAL INTERNAL PLASTER 35MM SCREEDING site. verify the site.

5) The contractor shall inform the architect and/or 25MMindicated THICK EXTERNAL NEERU work 5) The contractor shall inform the architect and/or project project 160MM BBC ON RCC SLAB FINISH PLASTER) 160MM BBC ON drawings RCC SLAB engineer on and site regarding any on the between the architectural engineer on site regarding any conditions/modifications FOR B102 SLOPING conditions/modifications FOR SLOPING various trade required to be done prior to the commencement required to be done prior to the commencement of drawings, including HANGER but not limited 6) towork. structural, FALSE CEILING of work.

The contractor shall coordinate and verify the 150MM THK RCC SLAB 6) The contractor shall coordinate and verify the 150MM THK RCC(1200MM SLAB LONG) work indicated electrical, WIRE work indicated on the drawings between the architectural and RUBBLE on the drawings between the architectural and plumbing, fire protection and exterior enclosure RUBBLE SOLING SOLING various trade various trade (230MM THK) THK) drawings, including but not limited to structural, (230MM systems. drawings, including but not limited to structural, electrical, electrical, GYPSUM BOARD PANELS COMPACT MURUM plumbing, protection and exterior enclosure All work shall conform to relevant BIS fire codes COMPACT7)(600x600MM) MURUM plumbing, fire protection and exterior enclosure systems.

10MM THK systems. and shall be 7) All work shall conform to relevant BIS codes 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. and shall be best practice of each trade. best practice of each trade.

8) to Any discrepancy be brought to the notice CLADDING 8)DADO Any discrepancy is to be brought8) noticeisis toto be Anythe discrepancy brought to the notice SECTION TILE DROP SECTION OF OF TILE DROP of the of the TILES (POLO BIANCO) ofSOMANY the architect/ consultant before commencement of architect/ consultant before commencement of SCALE 1:10 (GLOSSY WHITE)(450x450x12.5MM) the site.

SCALE 1:10 before commencement the site. architect/ consultant of 9) All work is to be completed to the satisfaction HEIGHT-2400MM 9) All work is to be completed to the satisfaction of site the site. of site engineer/ project manager and architects engineer/ project manager and architects 9) All work is to be completed to the satisfaction BELGIAN GLASS MIRROR of site

35MM THK SCREEDING EXTERNAL

C

(WITH 12MM 12MM THK THK INTERNAL INTERNAL PLASTER PLASTER (WITH 9MM THICK FLOOR TILING WITH 15MM 15MM DADO DADO CLADDING CLADDING WITH 41 B46 B51 RESTILE GRANAMTIE COLLECTIONB46 25MM B51 25MM THICK THICK EXTERNAL EXTERNAL NEERU NEERU (STEEL GREY)(300x300MM) 40 FINISH PLASTER) FINISH PLASTER)

HIS

PB112

1300 1300

03 03

B B

02 02

SCALE 1:25

CERA CALLAGHAN WC (SNOW WHITE)(630x405x730MM) CODE-S1031104 P TRAP

230MM THICK THICK BRICK BRICK 230MM MASONRY MASONRY WALL WALL

HIS FFL=+0.15M FFL=+0.15M SSL=-0.07M SSL=-0.07M

1680 1680 840 840

NTERNAL PLASTER

12 12

250 250

D4 D4

NAL WALL

13 13

C58- 230x500 230x500 C58-

1100 1100 1000 1000

840 840

C66- 230x500

14 14

SLATE TILING SLATE TILING

350

B56

04 04

C54- 230x500 230x500 C54-

C57- 230x500 230x500 C57-

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

1150 1150

LS C67- 230x500 230x500 C67x300x710)

B

100MM BBC FOR TWO PIECE WALL SLOPING HUNG WC

B46'

15 15

PASSAGEWAY PASSAGEWAY FFL=+0.15M

800 800

710 710

1600 1600

C62- 230x500 230x500 C62-

D5 D5

C66(230x500MM) (230x500MM) OLO BIANCO) C66 F F 300x300x12.5MM) C66- 230x500

720 720 600

870 870 250 250

2100 2100

1000 1000

W1 W1

TION

B

DETAILED SECTION OF TOILET-01 TILE DROP 9MM

UP

POM FAUCET) C65- 230x500 230x500 C65ED HOSE PIPE B

05 05

1000 1000

10004500200

800 800

300 300

PORCELAIN TILING

250

280 280

300 300

710 710

D5 D5

W1 W1

D4 D4

SSL=+0.01M SSL=+0.01M PORCELAIN TILING

2100

C C

06 06

HER HER FFL=+0.15M D5 FFL=+0.15M

800 800

270 270

3180

B102 D5 D5

2560 2560

1200 1200

W1 W1

710 710

340 340

1000 1000

1300 1300

D D

NG

D

B B

260 260

ET

06 06

C56- 230x500 230x500 C56-

C61- 230x500 230x500 C61-

COUNTER TOP

NS-OVAL 0x470MM)

05 05

F

PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION

--A-401b A-401b

04 04

01 01

ALL HUNG WC C63- 230x500 230x500 C63-

N WC 0x405x730MM) TRAP

B46

03 03

A-401b

800

02 02

01

PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION

600 600

B51

SCALE 1:25

200 200

NTERNAL PLASTER CLADDING 01 01 RNAL NEERU

SADDLE BACK STONE COPING(150MM THK) 25MM THK SCREEDING

DETAILED PLAN OF TOILET

1000 1000

PRODUCED BY A

A-401a

PRODUCED BY AN AUTODESK STUDENT VERSION

LL

B

B

C

FALSE CEILING HANGER WIRE (1200MM LONG)

C

D

D

K

K

SEMESTER 6

08-04-2020

ROLL NO.

37

TILE DROP TILE TILE LAYO TILE

REVISION TAB REVISIO

B. B U I L D I N G C O N S T R U C T I O N - WAREHOUSE IN STRUCTURAL STEEL (SEMESTER 4)

CROSS SECTION THROUGH MEZZANINE

GROUND FLOOR PLAN

CUT @+2.5M

LONGITUDINAL SECTION THROUGH MEZZANINE AND STAIRCASE 38

EXPLODED ISOMETRIC - STAIRCASE

FRONT ELEVATION

MEZZANINE FLOOR PLAN

CUT @+5.7M

EXPLODED ISOMETRIC - BINDER STANCION

SIDE ELEVATION

EXPLODED ISOMETRIC - LOUVRES

EXPLODED ISOMETRIC - STEP 39

EXTRA CURRICULAR WORKS

DOCUMENTATION | COMPETITION | INSTALLATION

40

1. LOUIS I. KAHN TROPHY

DOCUMENTATION | COMPETITION - NASA (2017-18)

2. WINDOWS TO VERNACULAR 7.0 DOCUMENTATION - (2019)

3. KALA GHODA ARTS FESTIVAL

INSTALLATION | COMPETITION - VISUAL ARTS (2019)

4. CRICKET STADIUM DESIGN IN STEEL COMPETITION - INSDAG (2019-20)

5. AQUATECTURE

COMPETITION - Volume Zero (2018)

6. SAI BABA TEMPLE DESIGN COMPETITION - AADcompetitions (2020)

41

LOUIS I.KAHN TROPHY NASA 2017-18

(DOCUMENTATION)

SITE - SAGAR DIGHI, COOCH BEHAR THEME - Heritage and democracy 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.

TEAM STRENGTH - 19

INTRODUCTION

SITE SECTION SITE PLAN 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.

CONTEXT PLAN

NEED FOR DIGHIS

THE DIGHIS WERE ORIGINALLY CONSTRUCTED TO PROVIDE FOR SUFFICIENT HYGENIC AND POTABLE WATER. THIS WAS TO REDUCE THE HASSLE OF TRAVEL FOR THE KING'S SUBJECTS.

SITE AND CONTEXT

AXONOMETRIC VIEW

TREASURY

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

BY HIGHLIGHTING PORCHES.

GROUND FLOOR PLAN

TERRACOTTA BRICKS WERE USED AS THE BUILDING MATERIAL ,LAKE SIDE ORIENTATION OF THE FRONT FACADE ENSURES GOOD LIGHTING AND VENTILATION AND A FRONTYARD LANDSCAPED BY BAMBOO WEAVED FENCES , SHOWCASE THEIR DEEP ROOTEDNESS IN TRADITIONAL KNOWLEDGE SYSTEMS ALSO HIGHLIGHTING THE IMPORTANCE OF THE BUILDING.

WEST ELEVATION DETAILS

TREASURY OFFICE

OVER THE COURSE OF TIME, PARTITIONS HAVE BEEN ADDED TO FACILITATE CONVENIENT SEPERATION OF FUNCTIONS OWING OT THE FURTHER ORGANISATION OF GOVERNMENT RENDERED PUBLIC SERVICE DEPARTMENTS. NECESSARY ALTERATIONS HAVE BEEN MADE IN THE PRE EXISTING HERITAGE STRUCTURAL BUILT OWING TO THE CHANGES IN THE SYSTEM OF FUNTIONING OF OFFICES, TECHNOLOGICAL ADVANCEMENTS, ADVANCED RESOURCES, SYSTEMIZED IMPLEMENTATION OF ORDINANCES.

VICTOR PALACE

THIS STRUCTURE IS A ROYAL PRIVATE RESIDENCE. IT HOLDS A SIGNIFICANT POSITION FOR ACCOMODATING THE DISTINGUISHED AUTHORATATIVE PERSONNEL OF THE STATE. ORIGINALLY A GUEST HOUSE ,THE STRUCTURE HAS EVOLVED TO HOUSE THE RAJBHONGSHI ACADEMY AND CURRENTLY HOSTS THE OFFICE OF DISTRICT INFORMATION AND CULTURAL OFFICER. THE STRUCTURE IS PLANNED WITH THE COLONIAL BUILDING STRATERGY OF ADMINISTRATIVE BUILDINGS DECORATED WITH A GRAND FACADE, ELEVATIONS LACED WITH ORNAMENTED COLONADES, PARAPET WALLS AND DETAILED FENESTRATIONS.

GROUND FLOOR PLAN AXONOMETRIC VIEW

EAST ELEVATION

VICTOR PALACE

2019

and guarded by the green around. But often in the final quarter of the year, the greens seem to disappear. With the white taking over, the villagers tried to stand still, as they waddled and struggled to move past the white.

The hill would be engulfed in the smell of pine and burning embers as they would struggle once again to survive the frosty winter. With the ground floor covered in snow and nowhere to go, with very little to eat; man and animal longed for a morsel to sleep.

WINDOWS TO VERNACULAR 7.0 SAUR,UTTARAKHAND SITE - SAUR VILLAGE, UTTARAKHAND

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 condemned, “Somewhere in-betweenoften the start of the but the journey continue. Through treachourous terrains and pine forest, they settled in climb and the point you reach the summit a place that “suited what they thought would work, a lies the mystery as to why we climb.

“Somewhere in-between the start of thewinter without snow as the hardscape.

(DOCUMENTATION)

SAUR

lies the mystery as to why we climb. “ UTTARAKHAND SAUR

climb and the point you reach the summit My story is about this between. Once upon a time, a long

Down below but still to a land where summers and

time ago there was a dainty village nestled amongst winters werebelow warm. A concern that continued. The new the mighty Himalayas, overlooking the valley and guarded by the green around.location But oftenproved in the final as a challenge against the heat this time quarter of the year, the greens seem to disappear. again, and it With was time to move away from Rishikesh My story is about this between.

Once upon a time, a long the white taking over, the villagers tried to stand still, thepast location in the hills that they once moved away time ago there was a dainty village nestled amongst as they waddled and struggled toto move the white. from.

The for a perfect balance and an apt setting The hill would engulfed in the smell of need pine and the mighty Himalayas, overlooking thebe valley below burning embers as they would struggle onceback again to to the place that they one startred from. got them and guarded by the green around.

But often in the final survive the frosty winter. With theThe floor covered unsatisfied human mind made them move up and quarter of the year, the greens seem to disappear. Withground in snow and nowhere to go, with very little to eat; man the white taking over, the and villagers tried to still, animal longed forstand a morsel todown, sleep. down and up. A search for a land that provided

In W.T.V. 7.0, there is a focus on documenting and learning the tangible and intangible 2019 aspects of the village of Saur ,with the help of traditional artisans and families.

UTTARAKHAND 2019

This was achieved by understanding the basic elements and spaces of the built fabric and the underlying principles that it originates from in the form of climate, material and knowledge systems that is available. as they waddled and struggled to move past the white.them with it all, not too cold nor too hot, where the soil must, struggle to survive The hill would be engulfed in the was smell ofthe pine andisand so hope fertile; food is never not enough, water as pure Understanding the role of history, context and culture in structuring and shaping the practiceAtheysolution couldn’t trust.

In search forto aas lifespring without struggle, burning embers as they would struggle once again water, air as fresh as the scent of a newly they took upon a journey down. Losing men and and processes of building structures. survive the frosty winter. With the ground floor covered blossomed rose. animals on the way in search of the ne3w land wasAccidentally finding what they hoped

SAUR VILLAGE DRONE SHOTS

in snow and nowhere to go,often withcondemned, very little but to eat; manfor;continue. searching lengths and breadths of the Himalayas, the journey Through and animal longed for a morsel to sleep. treachourous terrains and pine forest, they settled in and there I was sitting and wondering. a place that suited what they thought would work, a

TEAM STRENGTH - 19

M y n a m e i s S a u r a n d t h i s i s my sto r y. . . .

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.

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

winter without snow astothe hardscape.

A solution was must, the struggle and hope survive 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, they couldn’t trust. In search for a life without struggle, Down below but still to a land where summers and that destroyed anything in its path. Crumbling to regain the strength and stability the they took upon a journey down. men and winters wereLosing warm. A concern that continued. The new terrain was wiped of its glory, with flatter terraces, shallower slopes and suddenly animals on the way in search ofproved the ne3w land was location as a challenge against the heat this time created meadows. Providing my new inhabitants with land so fertile, that a variety and it was time Through to move away from Rishikesh often condemned, but theagain, journey continue. grew through the year, reducing their dependency to the world beyond me. Years the location the hills that they treachourous terrains and topine forest, in they settled in once moved away passed by the land continue to yield, sometimes even more than what they need. from. The need for a perfect balance and an apt setting They finally found a place they called home. Growing and living through the summers a place that suited what they thought would work, a got them back to the place that they one startred from. and winters. The produce was often sold in the markets of Chamba and Mussorie. A winter without snow as theThe hardscape. unsatisfied human mind made them up and Mymove rugged terrainjourney was altered tosometimes create places to sow the first seeds to build first uphill that wouldn’t be worth it reaped.

Saur sits in the bottom ofthe afruit valley or athe bowl, down, down and up. A search for a Geographically land that provided house.

In a series of firsts, a year received rainfall like no other, A sudden downpour, it all, not too cold nor hot, where the soil by hills on all four sides and a narrow stream Down below but still to athem landwith where summers andtoo surrounded Secluded and sitting away from the hustle bustle of the development around, what destroyed is so that fertile; food is never enough,that water as pure anything in its path. Crumbling to regain the strength and stability the winters were warm. A concern continued.

Thenot new was once sought after was no longer profound.

Some moved out some remained. the of flatter the hills.

The hills slopes are transformed terrain wiped of bottom its glory, with terraces, shallower and suddenly as spring water, air as fresh as thedelineating scent of awas newly Some new villages like me came into existence like of Jaadipaani, Sunngaon, Khurait, location proved as a challenge againstrose. theAccidentally heat this time blossomed findinginto what they hoped created meadows.

Providing my newtheinhabitants withthe land so these fertile, that a variety terraced farming lands, however, primary Pujaldi, Khakwadi.

I was seed that branched out into settlements, with their again, and it was time to for; move awaylengths from Rishikesh searching and breadths ofgrew the Himalayas, through the year, reducing their dependency to the world beyond me. Years genesis still lying here with me. occupation of the people of the village is shepherding. and there sitting and wondering. to the location in the hills that theyI was once moved away passed by the land continue to yield, sometimes even more than what they need. from. The need for a perfect balance and an apt setting They finally found a place they called home. Growing and living through the summers got them back to the place that they one startred from. and winters. The produce was often sold in the markets of Chamba and Mussorie. A The unsatisfied human mind made them move up and journey uphill that sometimes wouldn’t be worth the fruit it reaped. down, down and up. A search for a land that provided them with it all, not too cold nor too hot, where the soil Secluded and sitting away from the hustle bustle of the development around, what is so fertile; food is never not enough, water as pure was once sought after was no longer profound. Some moved out some remained. as spring water, air as fresh as the scent of a newly Some new villages like me came into existence like of Jaadipaani, Sunngaon, Khurait, blossomed rose. Accidentally finding what they hoped Pujaldi, Khakwadi. I was the seed that branched out into these settlements, with their for; searching lengths and breadths of the Himalayas, genesis still lying here with me. and there I was sitting and wondering.

My nam e is S aur and t his is my story....

KEY SI TE P LAN

TYPICAL SAUR HOUSE (PARAMLALJI'S HOUSE) KEY S IT

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

Believed to be of the Garhwali descent, a region encompassing the north-west 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 prjection 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.

PLAN

SMALL ROOF OVERHANG

VERANDAH POSTS

BRACKETS

SMALL WINDOW OPENINGS

SECTION

ELEMENTS OF A SAUR HOUSE

EXPLODED ISOMETRIC VIEW

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KALA GHODA ARTS FESTIVAL VISUAL ARTS

TEAM STRENGTH - 17

(INSTALLATION)

MATERIALS

SITE - KALAGHODA PRECINCT, MUMBAI THEME - A measure of time

PVC DRAINAGE PIPES - 6” DIA

The installation expresses the importance of time defining and capturing events that can never be created in the exact same manner.

(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)

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.

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.

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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

EXPECTED RESPONSE TO THE PAVILLION

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

A smaller diameter pipe is placed concentric to restrict unnecessary movement

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

Connecting multiple such junctions resulting into forming multiple triangles.

These multiple triangles form one basic unit.

The columns are place on site.

Making of the exoskeleton.

Steel rod is passed through the PVC pipes framework

The wing units are installed on the columns.

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

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

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INSDAG

CRICKET STADIUM DESIGN IN STEEL SHORTLISTED - (TOP 16 NATIONALS) SITE - GHAZIABAD, UTTAR PRADESH 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.

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TEAM STRENGTH - 4

(COMPETITION)

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SITE PLAN

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.

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

CONTEXTUAL RESPONSE

Char Bagh system has been incorporated for better circulation

SITE PLANNING

Arch as a prominent element

Raised Plinth segregates the pedestrian and vehicular circulation.

The scale and gradeur of the arch has been incorporated.

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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.

GROUND TIER PLAN CUT @ +7.5

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SECTION AA’

FIRST TIER PLAN CUT @ +13.5

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WEST SIDE ELEVATION

STRUCTURAL SYSTEM

HOGGING AND SAGGING IN MEMBERS

DETAIL - SPLICING

ISOMETRIC- RING,TRUSS AND FACADE

LOAD TRANSFER

DETAIL - ARCH PENCIL END FOUNDATION

DETAIL - STRUCTURAL FACADE FOUNDATION

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STRUCTURAL ARCHES HOLDING THE ROOF TRUSSES

DETAIL- ARCH RING AND TENSION CABLE

ARCHITECTURAL MEMBRANE ON ROOF TRUSSES

EXTERNAL AND INTERNAL RINGS TIEING THE TRUSSES TOGETHER

TRUSSES HELD BY ARCHES AND STRUCTURAL FACADE

THE STRUCTURAL FACADE

DETAIL- TRUSS AND TENSION CABLE

THE ARCHITECTURAL MEMBRANE ON THE FACADE WOOD COMPOSITE PLASTIC JAALI GLASS FACADE

ARCHITECTURAL MEMBRANE CANOPY

EXPLODED AXONOMETRIC 55

CONSTRUCTION STAGES

1. The lower stands are built

2. The facade starts building up

3. The facade completes

6. The trusses are in place

7. The inner ring ties the trusses

8. The tension cables hold the trusses

PHYSICAL MODEL SCALE 1:500

STRUCTURAL SYSTEM -3D PRINTING (SLS TECHNOLOGY) STADIUM STANDS - LASER CUT (AMERICAN MOUNTBOARD) STADIUM SITE -LASER CUT (MDF) TREES PIN AND PAPER STREET LIGHTS -LASER CUT (FILE CARD) CARS -READILY AVAILABLE

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4. The external ring ties the facade

9. The architectural membrane shelters the stands

5. The grand arch begins

10. The glass and jaali complete the facade

VIEWS

PEDESTRIAN ENTRANCE

FROM SPECTATOR STANDS

SPECTATOR STAND ENTRANCE

FROM PLAYERS' DRESSING ROOM

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THANK YOU Pranav Ashish Chaubal Academy of Architecture

+91 9820988227 pranavc17@aoamumbai.in @pranavchaubal