Hrithik Shridhar | Undergraduate Architecture Portfolio by Hrithik Shridhar

ARCHITECTURAL

PORTFOLIO 2018-2022

HRITHIK

SHRIDHAR

Hello, I am Hrithik and this is my portfolio

Hi,I’m Hrithik Shridhar,an aspiring architect from RV College of Architecture, currently pursuing my 8th semester. My other iterests apart from architecture are painting,dancing and music. Architecture has greatly equipped me with problem solving skillset to better design spaces through observations and learning.Through critical analysis and problem solving techniques,I intend to strike a balance between the tangible and intangible aspects of design. All in all,I aspire to design human-centric, sustainable and speculative spaces. SOLAR DECATHLON INDIA ,2021-2022 has greatly inundated me with sustainable ideas and has inculcated good sustainable practices in all of my design endeavours. I intend to explore affordable building solutions that are climate responsive, innovative and resilient. Extremely fascinated with forms and futuristic designs, I aspire to embrace the unexpected in my effortless reach for such visualisations. With utmost ethics and principles, I look forward to further my architectural journey with these learnings and contributing to the ‘Architectural World of Reveries’.

CURRICULUM VITAE Nationality

: Indian

Address

: Bangalore,Karnataka

: hrithikshridhar@gmail.com

Language

: English,Kannada,Hindi

Behance profile

Education 2018 - 2023

: RV College of Architecture B.Arch

2016 - 2018

: The Brigade School @ JP Nagar 11th - 12th STD

Issuu profile

: St.Paul’s English School

2003 -2016

Secondary Education

Software Skills

Professional Skills

DESIGN

CURRICULUM VITAE

CONCEPT

TEAM-WORK

LEADERSHIP

INNOVATION

Workshops

Competitions

- Bamboo Pavilion Workshop, 2019 -Tensile Structures,2020 - BIM(Revit) 3D Modelling, 2021 - Hafele Workshop, 2021 - Design Interventions Workshop,2021

- Solar Decathlon India, 2021 - The Container studio by Archdais, 2020 - Winner of State and National level Competition organised by CPRI, Central Ground Water Board, Delhi-Energy and Water Conservation, 2011 -Winner of logo design for Asian Olympic Games, Delhi, 2010 -Winner of painting competition,Dept. of Space,Govt. of India,ISRO,2013

Technical Abilities -Detail Drafting -Painting and Sketching,Canvas art -Model making -Digital rendering -Professional Video editing

Co-curricular Activities - Head of Media Committee Club, RVCA 2022 - Member of Rotaract and NSS, RVCA 2022 - Member of Culturals Club, RVCA 2022 - Kathak dancer ,senior disciple of Karnataka Kalashri Smt.Nirupama Rajendra and Sri.Rajendra - Percussionist,under the able guidance of karnataka Kalashri Vid.Shri.Anoor Ananthakrishna Sharma - Fine arts, under the able guidance of Shri.Sheshadri Mokshagundam,great grandson of Shri.M. Vishweshwaraya

Achievements

-Interior design commission for a residence, Koramangala -studio Liminal Play -Shortlisted for Climate Launchpad Incunation program,Solar Decathlon India -Divisional and Grand Jury Winner -Solar Decathlon India,2022 -Office division -Appreciation and recognition by Governor of Karnataka, Shri.H.R Bharadwaj,Raj Bhavan -Appreciation and recognition by former Chief minister of Karnataka , B.S.Yediyurappa, Cubbon park, Bangalore -National level winner of painting competition and certificate of merit, govt. of India, New Delhi, 2011 -Appreciation and recognition by renowned singer, Shri. S.P Balasubramaniam, Ede Tumbi Haaduvenu, 2009

CONTENTS

IT’S A CENTURY OF THINGS The Pinwheel Parody Pause-Move P 08-15

[UN] CAMPUS Enmeshing Spaces incu-BA[I]T-E P 16-27

Fly to project

CONTENTS

Fly to project

INTERIOR DESIGN Tinker’s pod P 28-31

Fly to project

TECHNICAL DRAWINGS-I Building Construction P 32-37

Fly to project

PRODUCED BY AN AUTODESK STUDENT VERSION

230

460 230

230

RB1 460

PARAMETRIC DESIGN Alternate Realities

MISCELLANEOUS

P 54-57

P 58-65

Photography Paintings

230

460

230

460

230

RB1

230

460

230

Fly to project

460

RB1

230

RB1

460

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P 46-53 460

RB1

460

RB1

COMPETITION ENTRIES Solar Decathlon Box,Archdais C1Container C1

230

460

Fly to project

RB1

C1 RB1

230

460

230

460

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RB1

230

460

230

460

230

RB1 C1

460

230

RB1

230 460

PRODUCED BY AN AUTODESK STUDENT VERSION

RB1

230

C1 RB1

230

460

RB1

RB1 230

460

RB1

460

230

460

RB1

230

RB1

P 38-45H 460

460

230

460

230

RB1

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RB1

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RB1

TECHNICAL DRAWINGS-II RB1 Working Drawings F C1 C1 C1

460

RB1

230

RB1

230

460

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RB1

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RB1

230

460 460

RB1

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05 230

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RB1

D 230

230

RB1

460

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PRODUCED BY AN AUTODESK STUDENT VERSION

LAYOUT

230

460

PRODUCED BY AN AUTODESK STUDENT VERSION

230

RB1

230

RB1

460

230

460

PRODUCED BY AN AUTODESK STUDENT VERSION

RB1

460

Fly to project

IT’S A CENTURY OF THINGS PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK S

UTODESK STUDENT VERSION

08 IT’S A CENTURY OF THINGS

FACTORY DESIGNZ + BUS TERMINAL

PRODUCED BY AN AUTODESK STUDENT VERSION

STUDENT VERSION

THE PINWHEEL PARODY .....EMBODIMENT OF CHANGE

KEY TERMS

Interplay of facades,conflate,offset,contrast,public,interactive

SITE

JP Nagar 7th Phase,Bangalore

SITE AREA

6359.54 SQ.M

he need to establish and create a dialogue between the built-form and the existing site and thereby reinforcing the idea of the interplay of facades and the way they conflate into being a unified whole. The project sights at the undermining working conditions prevalent in any industrial set-up and strikes a contrast in the way the experiential qualities have been brought about through offsetted views and dramatises the way in which the facades have been brought together. The design is crossed over by a wide curved horizon which ,in its movement,embodies the constant change in the working conditions of an industrial set-up.

PRODUCED BY AN

THE PINWHEEL PARODY

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK S

-CONCEPT M

PAUSEMOVE

he bus shelter is a marker in the overall scheme of the project edge of manufacturing base with the proposed structure providing shelter and information as route maps,timings,two-wheeler parking sections toilets and kiosks to pay convenience to the passengers.

-CONCEPT MODELS-

PAUSE-MOVE

UTODESK STUDENT VERSION

STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

he Design proposition for the BUS STOP as an edge insert with respect to the main design looks at the same formal exploration that the factory set-up of the SEVEN manufacturing units offers for the programme. The natural form of the rood as seen in the exploration is capitalized further by making it act as a roof over the parking space which otherwise is a shading device. The BUS STOP features an information kiosk,

PRODUCED BY AN

SK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTO

IT’S A CENTURY OF THINGS

ODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTOD

ENMESHING SPACES PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK S

UTODESK STUDENT VERSION

16 [UN] CAMPUS

INSTITUTIONAL

[UN] CAMPUS

PRODUCED BY AN AUTODESK STUDENT VERSION

STUDENT VERSION

.....EMBODIMENT OF CHANGE

KEY TERMS

Enmeshing spaces, institution, people, contrast, incubate

SITE

MG Road|Church St.,Ban-

SITE AREA

6359.54 SQ.M

here was a conscious delay n tackling the largest of the sites to help crystallize ideas and sharpen strategies.Ideating newer meaning and engagement with and amongst campuses and institutions lies at the crux of tis exploration. The culmination of the precursor projects led organically to taking a position and developing an architectural framework for the larger program.

PRODUCED BY AN

PRODUCED BY AN AUTODESK STUDENT VERSION

6. 6.

PRODUCED BY AN AUTODESK STUDENT VERSION

1. 2.

LEGENDS: 1.FACULTY SPACES 2.EXHIBITION SPACES 3.RESTROOMS 4.TO MEZZANINE LEVEL 5.STUDIO 6.LABS 7.OPEN TO AIR SIT-OUT

[UN] CAMPUS

PRODUCED BY AN AUTODESK STUDENT VERSION

-Snippets from the video clip done as a precursor to conceptualizing design-

Scan to watch the video clip

[UN] CAMPUS

The line being the principle generator of a blob

Multiple interjections of similar modules of lines forming a blob

The resultant Blobs are a result of their intersections in space

Blob having discernible qualities of volume, space and dimensions

The generated mass is the force for generating another of such of it’s kind

Continuous agglomerations of different modules of blobs alike

Scan to watch the video clip

Plan form for the ideated program of spaces

Definitive modules juxtaposed in a logical ensemble

A developed composition

PRODUCED BY AN AUTODESK S

PRODUCED BY AN AUTODESK STUDENT VERSION

earning as a process/Academia/Education is about it being very abstract and almost seamless happening anytime and anywhere. Why do they have to be stagnant? What if the continuity it holds through one’s life in it’s constant process of learning and unlearning be expresses through lines and surfaces that make up the basics of any object

These then take on a rhizomatic character transforming into seating spaces that moves finally unto the main

site to inform its’ morphing into an almost non-rigid framework. Almost liberating itself to the city in the larger context and to the precint of Church street in it’s immediate vicinity,it makes possible to show it’s presence.

[UN] CAMPUS

UTODESK STUDENT VERSION

The connector site -B has the already ‘enmeshed’ and ‘formed’ surfaces. Liberating and almost dwindling to form the lines were the forming force for the elements of the minor project.

STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN

incu-BA[I]T-E L

ed into an online semester without site and studio engagement, the first exercise was designed to be intellectual and an explorative way of introducing and grappling with city, the site and institutional intent. The culmination of a month’s long initiation of the idea of city, site and campus was to develop and assume a position for the architectural intervention. The idea here was to capture the imagination [BAIT] and serve as incubation to clarify one’s position of the aforementioned criteria

incu-BA[I]T-E

EARNING, AS I SEE, IS ABSTRACT, SEAMLESS.IT HAPPENS ANYWHERE AND ANYTIME.WHEN LEARNING SPACES BREAK AWAY FROM THE CONVENTIONAL, RIGID FRAMEWORK TO A MORE FLUID, FLEXIBLE ONE,THERE’S A SHIFT IN PEDAGOGY. NEW MODERN SCHOOL OR COLLEGE BUILDINGS ARE DESIGNED TO MEET THE NEEDS OF NEW-AGE LEARNERS AND TO FACILITATE, FOR INSTANCE, FLEXIBILITY IN TEACHING AND LEARNING, COLLABORATION AND CRITICAL THINKING, THEREFORE, CONTINUOUS DEVELOPMENT OF INDIVIDUAL AND STUDENT-CENTERED LEARNING ENVIRONMENTS HAS BECOME A RELEVANT RESEARCH TOPIC.

DESPITE GOOD DESIGN,SPACES THEMSELVES DO NOT ALWAYS CAUSE A SHIFT IN PEDAGOGY.

[UN] CAMPUS

SK STUDENT VERSION

OPEN AND FLEXIBLE PHYSICAL LEARNING SPACES HAVE A GREAT POTENTIAL BY MEASURING THE IMPACT ON DIFFERENT SPATIAL LAYOUTS ON TEACHER PRACTICES AND STUDENTS’ LEARNING EXPERIENCES.HOWEVER, EVEN RESEARCHERS HAVE NOT ACCUMULATED VITAL UNDERSTANDING OF POSITIVE OUTCOMES IN OPEN AND FLEXIBLE PHYSICAL SPACES.

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTO

ODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTOD

INTERIOR DESIGN PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK S

UTODESK STUDENT VERSION

28 INTERIOR DESIGN

STUDENT VERSION

POD DESIGN

PRODUCED BY AN AUTODESK STUDENT VERSION

DESIGN BRIEF

KEY TERMS

Luxury,intimacy,materiality,memory,imagination,politics of space, negotiations,transformable spaces,multi-functional

SITE

Cubbon Park,Bangalore

SITE AREA

6359.54 SQ.M

he popular designer,Tinker Hatfield, is here in India for an art residency program sponsored by Netflix. He’s here to work on the Art in Transit project. They are to inhabit a live-work space for a period of two years as a part of the residency program that also involves their participation with the community thereby exploring the liminal edge between the inside and the outside. In addition, they are to have neighbours who are also part of the creative community.The negotitation between the clients and their shared spaces is to be explored. This is to be done in collaboration with different interior designers of the studio.The space has to transform and be flexible to be taken into the different spatial conditions. The space given is the green space and an internal street that changes between the weekday and the weekend.It’s proximity to the government institutions like the Vidhan Soudha as well as urban green spaces allows for an interesting dichotomy ,thus allowing the design process to expore different edge conditions.

PRODUCED BY AN

TINKER’S POD The design ideology revolves around the three basic principles of Hatfield-the ‘re-inventing mesh’,’progress(ion)ive’,and ‘breathable’ spaces. The idea of re-inventing mesh is actuated in the facade’s idea transforming itself into the ceiling elements. The use of tensegrity structure for the supporting ceilings defeat the need for intermediate columnar supports; hence an element of breathable space comes into genesis.

Concept sketch

Interlocking system of battens

TINKER’S POD

QR Code designed for the client-Tinker Hatfield

atfield oversees Nike’s ‘Innovation Kitchen’ . He is Nike’s Vice President for Design and Special Projects.

Sneakers, and the entire athletic industry alongwith it,would be pretty monotonous if not for the innovative imagination, relentless

imagination, relentless dtrife towards improvised performance and raw aesthetic talents of Hatfield.

PRODUCED BY AN AUTODESK S

PRODUCED BY AN AUTODESK STUDENT VERSION

CONS

TECHNICAL DRAWINGS-I

UTODESK STUDENT VERSION

STRUCTION WORKING DRAWINGS

MMBC

PRODUCED BY AN AUTODESK STUDENT VERSION

STUDENT VERSION

MATERIALS AND METHODS IN BUILDING CONSTRUCTION KEY TERMS

Steel tubular truss,Space frame,barrel vaults

DRAWINGS DELIVERED

Key plan,layered plan,sectional elevation, details,views

Design a space of 20m x 60m using a space frame

Plate I

roofing system. Plate II

Defining context, to design a space having minimum width 10m and length 40m.

Plate III

To develop a scheme of system for a warehouse that needs to be covered with barrel vaulting system.

PRODUCED BY AN

PRODUCED BY AN AUTODESK STUDENT VERSION

KEY PLAN 1 SCALE-1:250 4000

4000

90 TOR TOP CHORD RAFTER

4000

380X200X10 END PLATE

75 TOP PURLIN WELDED TO MS PLATE

CLOSE FITTING ADJUSTABLE RIGID PIECE AT RIDGE END

4000

SCALE-1:200

4000

PLAST

75X10 MM PLATE

8MM T AND B

34 TOR

4000

90 TOR TOP CHORD RAFTER

4000

CLOSE FITTING ADJUSTABLE RIGID PIECE AT RIDGE END 75 TOP PURLIN WELDED TO MS PLATE 4000 4000 4000 4000 4000 4000 4000

27 TOR

DETAIL B 7 SCALE-1:10

3 MM THICK M.S. SHEET

100000

4000 1500X1500 STANCHION FOOTING

TYPICAL STEEL ROOF TRUSS DETAIL 3 SCALE-1:100

DETAIL A

276.6

1250

1250 8333

1250

12500

1250 DETAIL D

1250

PLASTIC CAP+WASHER TO 8MM THICK J-BOLT 8 MM THICK M.S. PLATE BOLTED TO 57X100X10 ANGLE CLEAT

MMBC

1250

.41

7 30

3 MM THICK M.S. SHEET

90 TOR TOP CHORD RAFTER

1250

25000

380X200X10 END PLATE

75X10 MM PLATE

DETAIL VIE 8 SCALE-1:10

CAP PLATE

DETAIL C 1250

DETAIL C 5 SCALE-1:10

DETAIL A 4 SCALE-1:10

150X300X10 I-STANCHION/COLUMN

2344

3082.04

DETAIL B 1250 1250

1250

4000

CLOSE FITTING ADJUSTABLE RIGID PIECE AT RIDGE END

PLASTIC CAP+WASHER 8MM J-BOLT 75 TOR PURLIN 8MM THICK M.S. PLATE WELDED TO PURLIN AND BOLTED TO M.S. PLATE OF TOP CHORD 90 TOR RAFTER 27 MM STRUT

VIEW 9 ISOMETRIC SCALE-1:20

PRODUCED BY AN AUTODESK STUDENT VERSION

25000

4000

8 MM THICK M.S. PLATE BOLTED TO 57X100X10 ANGLE CLEAT

DETAIL AT EAVE 6 SCALE-1:20

2 DETAILED LAYERED PLAN 4000

M.S. S

90 TOR TOP CHORD RAFTER

CAP PLATE

150X300X10 I-STANCHION/COLUMN

3MM T

PLASTIC CAP+WASHER TO 8MM THICK J-BOLT

C' 100000

4000

3 MM THICK M.S. SHEET

1250 1250 1250 1250 1250

4000

1250 1250 1250 1250 1250

4000

25000

4000

PRODUCED BY AN AUTODESK STUDENT VERSION

1 KEY PLAN

SCALE-1:10

NOTES:

4000

4000 4000

4000

100X75X6 RAFTER ANGLE PURLINS 100X50X6 I-SECTION/TIE-BEAM 8MM THICK HOOK BOLT 2 ISA 75X100X10 TOP CHORD

500MM EAVE PROJECTION

75x100 ANGLE RAFTERS(@4000 c/c) 300 THICK R.C.C. WALL

700

15000

4000

RIDGE-PIECE(CLOSE-FITTING ADJUSTABLE)

700 700

150X300X8 I-STANCHION/COLUMN

500

4000

4500

2.THE MOISTURE AND DIRT DO NOT COLLECT ON THE 4000 4000 4000 4000 SMOOTH EXTERNAL SURFACE OF THE TUBES.THEREFORE,THE POSSIBILITY OF CORROSION ALSO REDUCES.

4000

4000 4000

4000

500

700

15000

4000

PRODUCED BY AN AUTODESK STUDENT VERSION

700 700

7500

15000

4 DETAIL C

4000

4000 4000

34 MM ANGULAR TIE-TUBE 8MM THICK GUSSET PLATE WELDED TO TOP CHORD CAP PLATE

4000

4500

A 4000

4000

2497

DETAIL-B

2 ISA 200X75X6 TIE BEAM/BOTTOM CHORD 8MM THICK GUSSET PLATE

SUBJECT NAME:

DETAIL-C 700

200

2052

15000

700 700

2052

15000

100

DETAIL-D

1500

305

6 DETAIL D 1500

1500

SCALE-1:10

50X50X6

1500

300 MM S 1 500 MM E _ 300MM T R.V. COLLEGE

150X300X

CLASSIFICATION OF LARGE SPAN TRUSSES: THERE ARE TWO TYPES: 1.PLANE TRUSSES:

2.SPACE TRUSSES:

IN THE SPACE TRUSS,THE MEMBERS ARE ORIENTED DIMENSION AND THE FORCES MAY NOT ACT FRO PARTICULAR DIRECTION.

2052

ADVANTAGES OF STEEL ROOF TRUSSES:

10MM THICK GUSSET PLATE

-CAN SPAN FURTHER MORE THAN WOODEN/TIM -LIGHTWEIGHT -EASILY RECYCLABLE -MANUFACTURED TO EXACT STANDARDS -ARE LIGHTWEIGHT AND FIRE-RESISTANT

10MM THICK GUSSET PLATE 150X110X3 GUTTER BOARD

-NOT VERY ENERGY-EFFICIENT -ALLOW SOUND TO EASILY ESCAPE;MORE EASILY -TEMPERATURE FLUCTUATIONS ALLOW THEM TO -RUST MAY BECOME A PROBLEM

2 ISA(75X100X6) RAFTER ANGLE150X300X8 PURLINSI-STANCHION/COLUMN(@400C/C) DISADVANTAGES OF STEEL ROOF TRUSSES: (@4000 C/C) -SKILLED LABOUR REQUIRED TO INSTALL 50X50X6 ANGLE CLEAT

300 MM SIDE LAP BETWEEN SHEETS 2 ISA (200X76X6) BOTTOM CHORD 500 MM EAVE PROJECTION 300MM THICK R.C.C WALL

150X300X8 I-STANCHION/COLUMN

6MM THICK RIDGE-PIECE

6MM THICK G.I. SHEET ROOFING (CLOSE ADJUSTABLE) 8MM DIA HOOK BOLTS 75X150X6 ANGLE CLEAT 6MM THICK 8 MMRIDGE-PIECE(CLOSE THICK HOOK BOLTADJUSTABLE)

2052 10MM THICK GUSSET PLATE RV COLLEGE OF ARCHITECTURE 2 ISA 100X75X6 TOP-CHORD

50X50X6 ANGLE STRUT 50X50X6 ANGLE TIES 2 ISA 200X75X6 BOTTOM CHORD/TIE-BEAM 8MM THICK GUSSET PLATE

9 ISOMETRIC VIEW SCALE-1:10

150X300X8 I-STANCHION/COLUMN(@400C/C) 10MM THICK GUSSET PLATE 150X110X3 GUTTER BOARD 2 ISA (200X76X6) BOTTOM CHORD

DETAIL D

500

1500

MATERIALS AND METHODS IN 700 6MMT THICK G.I. ANGLE STRUTS BUILDING CONSTRUCTION-V 50X50X6 SHEET ROOFING INTERNAL MARKING: 75X150X6 ANGLE CLEAT 8MM THICK GUSSET PLATE 1 LATE 2 100X75X6 RAFTER ANGLE PURLINS 50X50X6 ANGLE TIES 100X50X6 I-SECTION TIE-BEAM 50X50X6 ANGLE TIE

700

2052

1500

RIDGE PIECE(CLOSE ADJUSTABLE)

2129

PLATE NO.

1500

100X50X6 I-SECTION TIE-BEAM

2129

SUBJECT CODE:

18ARC5.2

2052 7500

1500

100X75X6 RAFTER ANGLE PURLINS

SCALE-1:10

TUBULAR TRUSSES

LAR TRUSS DETAIL

9 ISOMETRIC VIEW

SUBJECT NAME:

MATERIALS AND BUILDING CONS INTERNAL MARKING:

75X150X6 ANGLE CLEAT 75X75X6 RIDGE ANGLE PURLINS(@700 C/C)

200

4 DETAIL5 C

(@4000 C

SUBJECT CODE:

2MM THICK (2127X1500) G.I. SHEET ROOFING 50X50X6 ANGLE STRUTS

HRITHIK SHRIDHAR PLATE TITLE:

STEEL ANGU 2 ISA(75X

PLANE TRUSSES ARE THOSE IN WHICH THE MEMBE 6MM THICK G.I. SHEET ROOFING ORIENTED IN TWO DIMENSION AND THEY ALL LIE 1200X1200 R.C.C COLUMN FOOTING WITH PLANE.ALSO,THE FORCES ACTING ON THE TRUSS 8MM DIA HOOK BOLTS PLANE(FURTHER CLASSIFIED INTO a)PITCHED ROO (FOUNDATION BED) CHORD TRUSS ;AND c)TRAPEZOIDAL ROOF TRUS 6MM THICK RIDGE-PIECE(CLOSE ADJUSTABLE)

700

DETAIL-D

RIDGE PI

USN:

IRW18AT043 PLATE TITLE:

RIDGE LINE

300

IRW18AT043

STUDENT NAME:

HRITHIK SHRIDHA

150X300X10 COLUMN BASE PLATE

4000

2MM THIC

75X75X6

8MM THICK HOOK BOLTS 2 ISA 75X100X10 TOP CHORD 2 ISA

SCALE-1:10

700

2052 7500

1500

STEEL ROOF TRUSS FORMATS:

18ARC5.2

2 ISA 200X75X6 BOTTOM CHORD/TIE-BEAM 8MM THICK GUSSET PLATE

4000

MAINLY USED FOR:CARRYING THE ROOF LOAD A HORIZONTAL STABILITY.

75X150X6 ANGLE CLEATS 6MM THICK G.I SHEET

100X75X6 ANGLE RAFTER PURLINS 50X50X6 ANGLE STRUTS

50X50X6 ANGLE STRUT

4000

RIDGE LI

1200X120 (FOUND

STEEL TRUSSES:STEEL ROOD TRUSSES ARE TRIANG FRAMES WHICH CARRY PURLINS TO WHICH THE R COVERINGS CAN BE FIXED.

8MM THICK GUSSET PLATE

150X300X8 I-STANCHION 50X50X6 ANGLE TIES /COLUMN(@400C/C)

STUDENT NAME:

4000

150X300X

4000

10MM THICK GUSSET PLATE

700

SEC:

4000

NOTES:

100X75X6 RAFTER ANGLE PURLINS 150X110X3 GUTTER BOARD 100X50X6 I-SECTION/TIE-BEAM 2 ISA (200X76X6) BOTTOM CHORD 8MM THICK HOOK BOLT DETAIL 2DISA 75X100X10 TOP CHORD SCALE-1:10

DETAIL-C 700

SEM:

4000

150X300X8 I-STANCHION/COLUMN(@400C/C)

700

DETAIL-A

USN:

4000

10MM THICK GUSSET PLATE

SCALE-1:50

75X100X10 ANGLE CLEAT

4000

DETAIL B 7 SCALE-1:10

3 TYPICAL ANGULAR TRUSS DETAIL

150X300X8 STANCHION

500

4000 4000ANGLE PURLINS 4000 100X75X6 RAFTER

2052

2 ISA 100X75X6 TOP-CHORD

4000

75X150X6 ANGLE CLEAT

4000

27 MM STRUT

60000

4500

4000

2052

200

4000

4000 500

500

4500

PLASTIC CAP + WASHER TO 8MM J-BOLT

2052

SHEET ROOFING 8MM THICK GUSSET PLATE 50X50X6 ANGLE TIES 50X50X6 ANGLE TIE

100

ERED PLAN

/COLUMN(@400C/C)

50X50X6 ANGLE STRUTS 60000

15000

9.THE CORRESPONDING JOINTS AT Q OF THE TIE MEMBER IS 6MM THICK RIDGE-PIECE 75x100 (@ 700c/c) GIVEN AT JRIDGE AND ANGLE K,THE PURLINS TWO BOTTOM HOLES IN THE CIRCULAR 300 PLATE ARE USED TO FIX A LONGITUDINAL TIE(CLOSE AT RIGHT ADJUSTABLE) ANGLES 75X150X6 ANGLE CLEAT 150X300X8 I-STANCHION/COLUMN TO THE TRUSS,THE TWO HOLES ABOVE THESE CAN BE USED TO 05 FIX BRACES AGAINST 3THE GABLE WALLS OF THE BUILDING INHOOK BOLT 8 MM THICK 00 7 THE 8MM ENDTHICK BAYS. 6MMT THICK G.I. 300X150 GUSSET PLATE 500

150X300X8 I-STANCHION/COLUMN 150X300X8 I-STANCHION

2129

PROJECTION 7.THE500MM RIDGEEAVE JOINT SHOW PLATES WHICH ARE WELDED TO THE RAFTERS,THESE ARE BOLTED c/c) TO THE FOUR SIDE BOLTS. ANGLE RAFTERS(@4000 75x100

75 TOR PURLIN WELDED TO M.S PLATE CLOSE FITTING ADJUSTABLE RIGID PIECE AT RIDGE END 4000

2052

DETAIL-D

300

200

-SKILLED LABOUR REQUIRED -NOT VERY ENERGY-EFFICIE -ALLOW SOUND TO EASILY E -TEMPERATURE FLUCTUATIO -RUST MAY BECOME A PRO

100X50X6 I-SECTION TIE-BEAM

100

EW CC'

4500

DETAIL-C 700

300PLATES THICK R.C.C. WALL TO CONNECT THE VERTICAL END 8.THE ARE USED SCALE-1:10 TUBES OF THE TWO HALVES OF THE TRUSS. ADJUSTABLE) RIDGE-PIECE(CLOSE-FITTING

1500

6MM THICK G.I. SHEET ROOFING 8MM DIA HOOK BOLTS 6MM THICK RIDGE-PIECE(CLOSE ADJUSTABLE)

4000 BY AN 4000 4000 4000 PRODUCED AUTODESK STUDENT VERSION

700

6.THE ROOF COVER IS FRP SHEETS.

PRODUCED BY AN AUTODESK STUDENT VERSION

4000

500

4000

500

700 700

500

2497

4000

1500 1500 I-STANCHION/COLUMN

PRODUCED BY AN AUTODESK STUDENT VERSION

4000

100

4000

500

8MM THICK 300X150 GUSSET PLATE

700

4.IN THE EAVES DETAIL,WHERE THE RAFTERS AND THE MAIN TIE700 DETAIL-B TUBES ARE FILLET WELDED TO AN END PLATE. 700

PRODUCED BY AN AUTODESK STUDENT VERSION

150X300X10 I-STANCHION

4000 4000

1500 150X300X8 1500

DISADVANTAGES OF STEEL R

2 ISA 200X75X6 TIE 50X50X6 ANGLE CLEAT BEAM/BOTTOM CHORD 300 MM SIDE LAP BETWEEN SHEETS 500 MM EAVE PROJECTION8MM THICK 300MM THICK R.C.C WALL GUSSET PLATE

RIDGE-PIECE(CLOSE-FITTING ADJUSTABLE)

2 DETAILED LAYERED PLAN

3.A BEND A N REDUCES THE MID-SPAN HEIGHT TO 2M SO THAT THE HALF TRUSS IS A MANAGEABLE SIZE FOR TRANSPORTATION. SCALE-1:100

DETAIL A 6 SCALE-1:10

4000

3 TYPICAL ANGULAR TRUSS DETAIL

5.THE SIDE CONNECTION TO THE COLUMNS IS WITH 16MM DIA BOLTS USING AN ANGLE CLEAT,A FURTHER ANGLE BRACKETS AT THE TOP IS USED FOR THE PURLIN 2052 7500 ATTACHMENT.SMALL MSDETAIL-A PLATES WELDED TO THE PURLIN ALSO ACTS AS A SHEETING RAIL FOR THE SIDE CLADDING. 60000

8MM THICK HOOK BOLT

300

4000

ADVANTAGES OF STEEL ROO

-CAN SPAN FURTHER MORE -LIGHTWEIGHT -EASILY RECYCLABLE -MANUFACTURED TO EXAC -ARE LIGHTWEIGHT AND FIR

2 ISA(75X100X6) RAFTER ANGLE 2 ISA PURLINS 75X100X10 TOP CHORD (@4000 C/C)

75x100 RIDGE ANGLE PURLINS (@ 700c/c)

4000

2.SPACE TRUSSES:

IN THE SPACE TRUSS,THE ME DIMENSION AND THE FORC PARTICULAR DIRECTION.

SCALE-1:10

100X50X6 I-SECTION/TIE-BEAM RIDGE PIECE(CLOSE ADJUSTABLE)

300 THICK R.C.C. WALL

200

4000

7 DETA

100X75X6 RAFTER ANGLE PURLINS

500MM EAVE PROJECTION

75x100 ANGLE RAFTERS(@4000 c/c)

2.THE MAIN TIE MEMBER RISES IN TO COUNTERACT ANY APPEARANCE OF SAG THAT WOULD BE EVIDENT IF IT WERE HORIZONTAL. SCALE-1:50

380X200 END PLATE 75X10 MM PLATE

THERE ARE TWO TYPES:

PLANE TRUSSES ARE THOSE I ORIENTED IN TWO DIMENSIO PLANE.ALSO,THE FORCES A PLANE(FURTHER CLASSIFIED CHORD TRUSS ;AND c)TRAP

75X75X6 RIDGE ANGLE PURLINS(@700 C/C)

60000

30000

4000

CLASSIFICATION OF LARGE

1.PLANE TRUSSES:

2MM THICK (2127X1500) G.I. SHEET ROOFING

SCALE-1:10

4000

15000

4000

150X300X10 COLUMN BASE PLATE

4000

1200X1200 R.C.C COLUMN FOOTING WITH (FOUNDATION BED)

SCALE-1:250

90 TOR TOP CHORD RAFTER

TAIL-B

4000

6 DETAIL A

1.IT IS TWO HALVES WITH BOLTED JOINTS AT P AND Q,THE REMAINING JOINTS BEING 5MM FILLET WELDS MADE IN THE WORKSHOP.

4000

1 KEY PLAN

DETAILS:

4000

RIDGEBY LINE PRODUCED AN AUTODESK STUDENT VERSION

5.THEY HAVE HIGHER FREQUENCY OF VIBRATIONS UNDER DYNAMIC LOADING THAN OTHER SECTIONS INCLUDING THE SOLID ROUND ONE.

4000

2129

R STRUT

4.THEY HAVE MORE TORSIONAL RESISTANCE THAN OTHER SECTIONS OF EQUAL WEIGHT.

60000

4000

500

R TIE-TUBE

3.THE ENDS OF THE TRUSS ARE SEALED.AS A RESULT OF THIS,THE INTERIOR SURFACE IS NOT SUBJECTED TO ANY CORROSION.THE INTERIOR SURFACE DOES NOT NEED ANY PROTECTIVE TREATMENTS.

2 DETAILED LAYERED PLAN

THICK M.S. PLATE WELDED TO PURLIN BOLTED TO M.S. PLATE OF TOP CHORD

4000

150X300X8 I-STANCHION /COLUMN(@400C/C)

8MM THICK 300X150 GUSSET PLATE

1.30-40% OF SURFACE AREA THAN THAT OF AN EQUIVALENT ROLLED STEEL SHAPE,THEREFORE,THE COST OF MAINTENANCE,COST OF PAINTING OR PROTECTION COATING COST CAN BE REDUCED CONSIDERABLY. SCALE-1:100

8MM THICK GUSSET PLATE 100X75X6 ANGLE RAFTER PURLINS 50X50X6 ANGLE STRUTS

200

4500

4000

7500

700

300

700

500

ADVANTAGES OF TUBULAR STEEL ROOF TRUSSES:

TIC CAP+WASHER TO 8 MM J-BOLT

4000

500

100

200

STEEL ROOF TRUSS FORMATS

8MM THICK HOOK BOLTS 2 ISA 75X100X10 TOP CHORD 2 ISA

2 ISA 200X75X6 TIE BEAM/BOTTOM CHORD 8MM THICK GUSSET PLATE

75x100 RIDGE ANGLE PURLINS (@ 700c/c)

MAINLY USED FOR:CARRYIN HORIZONTAL STABILITY.

75X150X6 ANGLE CLEATS 6MM THICK G.I SHEET

2129

4000

2129

4000

200

4000

30000

4000

500

4000

PRODUCED BY AN AUTODESK STUDENT VERSION

4000

SHEET 3MM

NOTES:

STEEL TRUSSES:STEEL ROOD FRAMES WHICH CARRY PUR COVERINGS CAN BE FIXED.

SCALE-1:10

60000

TUBULAR TRUSSES:TUBULAR TRUSSES ARE USED FOR LARGE SPAN CONSTRUCTIONS SUCH AS FACTORIES,INDUSTRY WORKSHEDS,SHOPPING MALLS,HUGE EXHIBITION CENTRES,MULTIPLEXES,ETC.THEY ARE GENERALLY USED FOR SPANS AS LARGE AS 25-30M.

THICK 75 TOR PURLIN

7 DETAIL B

6 DETAIL A

SCALE-1:250

PRODUCED BY AN AUTODESK STUDENT VERSION

60000

2000

30 TOR ANGLE STRUT CONNECTOR

2000

30000 2000

60000

30000

2000

20000

2000

10000 2000

2000

30 TOR TOP CHORD STRUT 30 TOR BOTTOM CHORD STRUT 100 MM DIA THREADED NODE CONNECTOR

2000

56000 CLEAR SPAN=55500

1 KEY PLAN

450

4 FRONT ELEVATION

SCALE-1:200

30000

SCALE-1:150

29000

20000 1600 3200

30 TOR ANGLE STRUT CONNECTOR

30 TOR BOTTOM CHORD STRUT

2000

450 MM THICK RCC WALL 30 TOR BOTTOM CHORD STRUT

30 TOR TOP CHORD STRUT

100 MM DIA THREADED NODE CONNECTOR

BOTTOM LATTICEWORK

16450

5 SIDE ELEVATION

1600 3200 2000

2000 2000 2000 2000 2000 100 100 100 100

20000

18000

LAYER 1 (GI TOP SHEET COVERING) LAYER 3 (BOTTOM LATTICEWORK)

LAYER 2 (TOP LATTICEWORK)

2000 2000 2000 2000 2000 2000 100 100 100 100 100 100

3 PART LAYERED PLAN

2000

450 MM THICK RCC WALL 30 TOR BOTTOM CHORD STRUT

6 SECTION ALONG A A

2000

SCALE-1:5

TUBAL NODE CONNECTOR

EMBEDDED PLATE

RCC WALL 450 MM THICK RCC WALL TOP LATTICEWORK BOTTOM LATTICEWORK TOR 30 ANGLE STRUT CONNECTOR

2MM THICK GI SHEET ROOFING TOR 30 BOTTOM CHORD STRUT

100 MM DIA THREADED NODE CONNECTOR

TOR 30 TOP CHORD STRUT

8 ISOMETRIC VIEW PRODUCED BY AN AUTODESK STUDENT VERSION

MMBC

7 DETAIL AT NO

TOR 30 BOTTOM CHORD STRUT

SCALE-1:150

SCALE-1:100

100

TOP LATTICEWORK BOTTOM LATTICEWORK 30 TOR ANGLE STRUT CONNECTOR

16450

29000 2000

2000

30 TOR TOP CHORD STRUT 2MM TRICK GI SHEET COVER

100 MM DIA THREADED NODE CONNECTOR

30000

100

20000

10000

TOP LATTICEWORK

SCALE-1:150

100

100 MM DIA THREADED NODE CONNECTOR

SCALE-1:150

2 PART DETAIL PLAN

TOP LATTICEWORK BOTTOM LATTICEWORK 30 TOR ANGLE STRUT CONNECTOR 100

2000

30 TOR TOP CHORD STRUT 2MM TRICK GI SHEET COVER

10000

100

2000

2000 2000 2000 2000 2000 100 100 100 100

18000

20000

2000

PRODUCED BY AN AUTODESK STUDENT VERSION

2000 2000 2000 2000 2000 2000 100 100 100 100 100 100

2000

NOTES: A SPACE FRAME IS A STRUCTURAL SYSTEM ASSEMBLED OF LINEAR ELEMENTS SO ARRANGED THAT THE FORCES ARE TRANSFERRED IN A THREE-DIMENSIONAL MANNER .IN SOME CASES,THE CONSTITUENT ELEMENT MAY BE TWO-DIMENSIONAL. THEY FREQUENTLY PROVIDE THE RIGHT ANSWER AND SATISFY THE REQUIREMENTS FOR:

2MM THICK GI SHEET COVER 100 MM DIA THREADED NODE CONNECTOR

PRODUCED BY AN AUTODESK STUDENT VERSION

A)LIGHTNESS; B)ECONOMY;AND C)SPEEDY CONSTRUCTION

200

25000 200

200

25000

225

2500

300

225

16925

12000

300

12000

2150

12000

300

2150

12000

300

2150

300

2150

16940

225

12000

2150

12000

16940

12000

2150

25000

2150

225

A)SPORTS ARENA; B)EXHIBITION PAVILIONS; C)ASSEMBLY HALLS; D)TRANSPORTATION TERMINALS; E)AIRPLANE HANGARS; F)WORKSHOPS;AND F)WAREHOUSES

300

25000

225

100000 2500

12000

300

210

25000

TO COVER LARGE SPACES SUCH AS:

1600 3200

60000

LAYER 1:ROOF PLAN SHOWING SKYLIGHTS

SCALE-1:250

APPLICATIONS:

LAYER 1:MAIN REINFORCEMENTS AND LAYER 1:ROOF PLAN SHOWING DISTRIBUTION REINFORCEMENTS(@200C/C) SKYLIGHTS

PLAN 1 KEY SCALE-1:1000

LAYER 4:MAIN REINFORCEMENTS (@ 600C/C)

2 LAYERED PLAN

30 MM TOR TOP CHORD STRUT TOP LATTICEWORK

300 300

THE LOADS CAN BE TAKEN BY THE MEMBERS IN THREE DIMENSIONS,THE CORRESPONDING FORCES IN SPACE LATTICED GRIDS ARE USUALLY LESSER THAN THAT IN THE PLANAR TRUSSES AND HENCE THE DEPTH CAN BE DECREASED IN THE CASE OF A SPACE FRAME.

225

200

2500

175

2500

2500 2500

300

16925

2500

16925

225

25000 200 200

2500

PRODUCED BY AN AUTODESK STUDENT VERSION 16925

225

25000

225

25000

25000 225

25000

25000 200 200

100000 2500

200

2500

(RISE=2400)

2150 2150 2150 2150 2150

2500

(RISE=2400)

300

12000 300

12000

300

12000 300

200

IRW18AT043

SEM:

SEC:

PLATE TITLE:

BARREL VAULTS PLATE NO.

NOTES:

SUBJECT NAME:

TYPES OF B

18ARC5.2

BARREL VA STRUCTURE MINIMUM BECAUSE T AND THICK

1.SHORT SP 2.LONG SP

SHORT SPA SHORTER T

SUBJECT CODE:

LONG SPA LARGER TH

THICKNESS INCLUDING

200

USN:

TO COVER ROOFS CA

WIDTH IS H FOR 1/5TH

STUDENT

USN:

HRITHI

PLATE TIT

IRW18

BARR

SUBJECT

18ARC

MATER BUILDI

INTERNA

25000

2000

STUDENT NAME:

HRITHIK SHRIDHAR

PRODUCED BY AN AUTODESK STUDENT VERSION

2000

PRODUCED BY AN AUTODESK STUDENT VERSION

2000

2500 225

300

12000

2150

300

12000

2150

300

60000

12000

2150

300 2150

12000 300

12000

2150

300

PRODUCED BY AN AUTODESK STUDENT VERSION

300

DETAIL B

60000

2000

A 7 DETAIL SCALE-1:10

175

230 THICK EDGE-BEAM

12 TOR MAIN REINFORCEMENTS(@600C/C)

300 VALLEY GUTTER WITH SCREED TO DETAIL

10 THICK DISTRIBUTION REINFORCEMENTS(@200C/C)

115

C 6 DETAIL SCALE-1:10

230X300 VALLEY BEAM

LAYER 1:MAIN REINFORCEMENTS AND LAYER 1:ROOF PLAN SHOWING LAYER 1:ROOF PLAN SHOWING DISTRIBUTION REINFORCEMENTS(@200C/C) SKYLIGHTS SKYLIGHTS R 1:MAIN REINFORCEMENTS AND LAYER 1:ROOF PLAN SHOWING LAYER 1:ROOF PLAN SHOWING 12000 RIBUTION REINFORCEMENTS(@200C/C) SKYLIGHTS SKYLIGHTS 100000

DETAIL A

12000

7 DETAIL A

300

10 THICK DISTRIBUTION REINFORCEMENTS(@200C/C) 30 THICK INSULATION BOARD 12 TOR MAIN REINFORCEMENTS(@600C/C) TOR 8 TORSION MAT REINFORCEMENTS (@100C/C) VALLEY GUTTER SCALE-1:10 SCREEDED TO FALLS 50 TH. CAVITY

TOR 10 MM TH TORSION MAT REINFORCEMENTS (@100 C/C BOTHWAYS)

RV C

FORCEMENTS

75MM THICK SHELL

2500

300 12000

PRODUCED BY AN AUTODESK STUDENT VERSION

225

300

DETAIL C

2500

30000

PRODUCED BY AN AUTODESK STUDENT VERSION

16940

25000

75 THICK BARREL SHELL

2500

125 TH. FAIRFACE BRICKWORK

TOR 16 VALLEY BEAM 230X300 RV COLLEGE OF ARCHITECTURE REINFORCEMENTS RCC COLUMN

230X300 RCC COLUMN

B 5 DETAIL SCALE-1:10

10 MM THICK WIRE GLASS

C 6 DETAIL SCALE-1:10

2000

230X300 A TOR 12 VALLEY BEAM VALLEY BEAM REINFORCEMENT

2000

2500

TOR 8 VALLEY BEAM REINFORCEMENTS(@250 C/C)

2500

100X100X8 ANGLE CLEATS

LATE

WIDTH IS HALF THE SPAN AND THE RISE CAN BE ACCOUNTED FOR 1/5TH THE WIDTH.

230 THICK EDGE-BEAM

300

12000

TORSION MAT REINFORCEMENTS 3O THICK INSULATION (@100 C/C BOTHWAYS) BOARD

2500

THICKNESS VARIES FROM 57-75 MM FOR SPANS OF 12-30M INCLUDING CONCRETE COVER FOR THE REINFORCEMENTS.

VALLEY GUTTER WITH SCREED TO DETAIL

300

MATERIALS AND METHODS IN TOR 10 DISTRIBUTION TOR 10 MM TH BUILDING CONSTRUCTION-V REINFORCEMENTS(@ 200C/C) INTERNAL MARKING:

12000

50 TH. CAVITY

TO COVER LARGE AREAS,MULTI-SPAN,MULTI-BAY VAULT ROOFS CAN BE USED.

300

115

125 TH. FAIRFACE BRICKWORK

VALLEY GUTTER TOR 16 VALLEY BEAM SCREEDED TO FALLS REINFORCEMENTS

SUBJECT NAME:

30 THICK TOR 12 MAIN INSULATION BOARD REINFORCEMENTS(@ 600C/C) TOR 8 TORSION MAT REINFORCEMENTS CLEATS BOLTED TO (@100C/C) THE BEAM VALLEY GUTTER SCREEDED TO FALLS

300

75 THICK RCC SHELL

TOR 12 VALLEY BEAM REINFORCEMENT

100X100X8 ANGLE CLEATS

30000

75 THICK RCC SHELL

TOR 12 MAIN REINFORCEMENTS(@ 600C/C)

2500

30000

12000

B 5 DETAIL SCALE-1:10

PLATE NO.

18ARC5.2

60000

10 MM THICK WIRE GLASS

B 5 DETAIL SCALE-1:10

CLEATS BOLTED TO THE BEAM

SUBJECT CODE:

TOR 8 VALLEY BEAM TORC/C) 12 MAIN REINFORCEMENTS(@250 REINFORCEMENTS(@600 C/C)

CLEATS BOLTED TO THE BEAM

300 12000

30 THICK INSULATION BOARD

SPACE FRAMES

2000

300

12000

50 TH. CAVITY

PLATE TITLE:

4 TYPICAL ELEVATION

TOR 8 TORSION MAT REINFORCEMENTS (@100C/C) VALLEY GUTTER SCREEDED TO FALLS

125 TH. FAIRFACE BRICKWORK

12 TOR MAIN REINFORCEMENTS(@600C/C)

SEM:

A 7 DETAIL SCALE-1:10

USN:

IRW18AT043

12000

10 THICK DISTRIBUTION REINFORCEMENTS(@200C/C)

ELEVATION 125 12000 TREATMENT VALLEY GUTTER 50 TH. CAVITY SCREEDED TO FALLS SEC: REINFORCED CONCRETE TOR 10 DISTRIBUTION STIFFENING BEAM REINFORCEMENTS(@ 200C/C) SCALE-1:250 3O THICK INSULATION BOARD

HRITHIK SHRIDHAR

2000

2500

LONG SPAN BARREL VAULTS ARE THOSE IN WHICH THE SPAN IS LARGER THAN THE WIDTH.

12000

TOR 12 MAIN REINFORCEMENTS(@ 600C/C) 2000

FAIRFACE TOR 12 MAIN REINFORCEMENTS(@600 C/C) BRICKWORK

12000

30000

SHORT SPAN BARREL VAULTS ARE THOSE IN WHICH THE SPAN IS SHORTER THAN THE WIDTH.

115

75 THICK RCC SHELL

ELEVATION 4 TYPICAL SCALE-1:250

200 WIDE GLAZING

STUDENT NAME:

12000

60000

(WIDTH=12000)

12000

125

2150

12000

ALONG A A 3 SECTION SCALE-1:150

12000

300

REINFORCED CONCRETE STIFFENING BEAM GUTTER SCREEDED TO FALLS

100X100X8 ANGLE CLEATS

TYPES OF BARREL VAULTS: WIDTH IS HALF THE SPAN AND THE RISE CAN BE ACCOUNTED FOR 1/5TH THESPAN WIDTH. 1.SHORT BARREL VAULTS 2.LONG SPAN BARREL VAULTS

230 THICK EDGE-BEAM

12000

50 TH. CAVITY

300

12000

2150

60000

125

30000

BARREL VAULTS ARE PERHAPS THE MOST USEFUL OF THE SHELL TO COVER LARGE BECAUSE AREAS,MULTI-SPAN,MULTI-BAY STRUCTURES THEY CAN SPAN UPTOVAULT 150 FEET WITH A ROOFS CAN BE USED. MINIMUM OF MATERIAL.THEY ARE VERY EFFICIENT STRUCTURES BECAUSE THEY USE THE ARCH FORM TO REDUCE STRESSES THICKNESS VARIES FROM 57-75 MM FOR SPANS OF 12-30M AND THICKNESS IN THE TRANSVERSE DIRECTION. INCLUDING CONCRETE COVER FOR THE REINFORCEMENTS.

300 VALLEY GUTTER WITH SCREED TO DETAIL

60000

2150

ELEVATION TREATMENT

12000

SHORT SPAN BARREL VAULTS ARE THOSE IN WHICH THE SPAN IS SHORTER THAN THE WIDTH.

2000

2150

12000

300

12000

2150

12000

6000

12000

2000 WIDE SKYLIGHT

12000

FAIRFACE BRICKWORK

2000

300

TYPES OF BARREL VAULTS: 1.SHORT SPAN BARREL VAULTS 2.LONG SPAN BARREL VAULTS

ALONG A A 3 SECTION SCALE-1:150

12000

GLAZING

2000

BARREL VAULTS ARE PERHAPS THE MOST USEFUL OF THE SHELL STRUCTURES BECAUSE THEY CAN SPAN UPTO 150 FEET WITH A MINIMUM OF MATERIAL.THEY ARE VERY EFFICIENT STRUCTURES BECAUSE THEY USE THE ARCH FORM TO REDUCE STRESSES AND THICKNESS IN THE TRANSVERSE DIRECTION.

6000

12000

2000

200 WIDE 125

12000

10 MM THICK WIRE GLASS

60000

12000

60000

2000 WIDE SKYLIGHT

GUTTER SCREEDED TO FALLS

300

12000

230X300 TH REINFORCED RCC COLUMN

PLAN 1 KEY SCALE-1:1000

2150

300X450 VALLEY BEAM

GUTTER SCREEDED TO FALLS

2150

ALONG A A 3 SECTION SCALE-1:150

(WIDTH=12000)

200 WIDE GLAZING

2150

230X300 RCC COLUMN

6000

60000

2000

12000

2150

12000

300

30000

NOTES:

LONGNOTES: SPAN BARREL VAULTS ARE THOSE IN WHICH THE SPAN IS LARGER THAN THE WIDTH.

125

2150

12000

2000 WIDE SKYLIGHT

12000

FAIRFACE BRICKWORK

12000

300

50 TH. CAVITY

12000

DETAIL C

12000

2000

ELEVATION TREATMENT

12000

2000

ELEVATION 4 TYPICAL SCALE-1:250

12000

12000 300

C 6 DETAIL SCALE-1:10

12000

125

VIEW 8 ISOMETRIC SCALE-1:20

60000

2000 WIDE 75 THICK SKYLIGHT BARREL SHELL

DETAIL B

2000

REINFORCED CONCRETE STIFFENING BEAM

230X300 TH REINFORCED RCC COLUMN

PLAN 1 KEY SCALE-1:1000

DETAIL A

TOR 12 MAIN REINFORCEMENTS(@600 C/C)

300X450 75MM THICK SHELL VALLEY BEAM

VALLEY GUTTER SCREEDED TO FALLS

225

16940

TOR 10 DISTRIBUTION REINFORCEMENTS(@ 200C/C)

25000

225

16940

PRODUCED BY AN AUTODESK STUDENT VERSION

2000

3O THICK INSULATION BOARD

25000

225

TOR 12 VALLEY BEAM REINFORCEMENT

100000

16940

TOR 16 VALLEY BEAM REINFORCEMENTS

25000

TOR 10 MM TH TORSION MAT REINFORCEMENTS (@100 C/C BOTHWAYS)

225

16940

230X300 VALLEY BEAM

25000

210

(WIDTH=12000)

230X300 RCC COLUMN

DETAIL C 230X300 RCC COLUMN

2000 WIDE SKYLIGHT

300

75 THICK BARREL SHELL

THREADED BOLT

2000 TOR 8 VALLEY BEAM REINFORCEMENTS(@250 C/C)

600 300

1)SINGLE LAYER MEMBRANE 2)DOUBLE LAYER WITH DIAGONALS 3)DOUBLE LAYER WITH POSTS

CAP

DETAIL B

2000

(RISE=2400)

16925 12000

75MM THICK SHELL

A OF FRAMES: B)CLASSIFICATION BASED ONDETAIL LAYERS

16940

12000

16940

225

PRODUCED BY AN AUTODESK STUDENT VERSION

2150

16940

25000

225

600

ODE

25000

225

600

NODE

16940

600

25000

225

-TRIPLE-LAYER IS PRACTICALLY USED FOR A LARGE SPAN BUILDING

PRODUCED BY AN AUTODESK STUDENT VERSION

600 300

25000

210

100000

-COMMONLY USED SPACE FRAMES ARE DOUBLE LAYERED AND ARE FLAT

2000 WIDE SKYLIGHT

600

-SINGLE-LAYER FRAME HAS TO BE SINGLY OR DOUBLY CURVED

SLEEVE TUBE END CONE

230X300 RCC COLUMN

2150

12000

600

16925

2)SINGLE DOUBLE,TRIPLE LAYERED:

300X450 VALLEY BEAM

1)TWO AND THREE-WAY GRIDS: CHARACTERIZED AS TWO WAY OR THREE-WAY

230X300 TH REINFORCED RCC COLUMN

300

A)CLASSIFICATION BASED ON THE TYPE OF GRID SYSTEM:

CAP WELDING SEAM

60000

12000

600

TYPES OF SPACE FRAMES:

HOLE FOR INSERTION TUBAL NODEOF BOLT CONNECTOR

16925

600

DOWEL PIN

16940

450 MM THICK RCC WALL

16925

25000

450

225

SPACE FRAMES ALONG THREE-DIMENSIONAL PLATE STRUCTURE ARE BASED ON THE RIGIDITY OF THE TRIANGLE AND ARE COMPOSED OF LINEAR ELEMENTS SUBJECT TO ONLY AXIAL TENSION OR COMPRESSION,EVEN IN THE CASE OF CONNECTION BY COMPARITIVELY RIGID JOINTS;THE INFLUENCE OF BENDING OR TORSIONAL MOMENT IS THUS,INSIGNIFICANT.

100000

30 MM TOR ANGLE STRUT CONNECTOR 30 MM TOR TOP CHORD STRUT BOTTOM LATTICEWORK

PRODUCED BY AN AUTODESK S

460 460 460

RB1

230

460

RB1

230

C1 RB1

460

230

460

230 460

460 230

230

RB1

RB1 C1

460

230

460 230

230

TECHNICAL DRAWINGS-II

UTODESK STUDENT VERSION

460

230

460

230

RB1

230

460

PRODUCED BY AN AUTODESK STUDENT VERSION

230

RB1

460

STUDENT VERSION

WORKING DRAWINGS

PRODUCED BY AN AUTODESK STUDENT VERSION

PROJECT BRIEF

KEY TERMS

Working Drawings,HVAC,Electrical,MEP,PHE

SITE AREA

2250 SQ.M

PROPOSED MIXED USE BUILDING (40% MERCANTILE AND 60% BUSINESS of Total Built Up Area) -Retail Floors(One Anchor shop on both floors,combined) -Office floors(Single Tenant) -Maximum allowable FAR and allowable Occupational efficiency to be achieved by Design. -NBC and Region Specific Bye-Laws to be followed TYPES OF SPACES/FLOOR - RETAIL PRIMARY Showroom space with aisles and different sections as Billing AUXILIARY Baggage, Security, Store+Loading/Unloading, admin, Offices Employee Common Spaces, Toilets, etc

PRODUCED BY AN

PRODUCED BY AN AUTODESK STUDENT VERSION

PROJECT CONSULTANT

HRITHIK ARCHITECTS

50000

RETAINING WALL

6000

CLIENT

WD VISITING FACULTY KEY PLAN(NOT TO SCALE)

FROM BASEMENT 3

LVL -9500

1500

FRESH AIR FAN ROOM

8000

2400 -12.35M

4260

(6000X3700)

WAITING LOBBY

FLUSHING/RECLAIMED WATER TANK 25 CUBIC M

2600 980

ELECTRICAL SHAFT

1360

(2140X980)

DOMESTIC WATER TANK

6300

RAIN WATER FILTERS

30 CUBIC M

2600

1900

RAINWATER TANK 20 CUBIC M

5400

P13

P12

LVL -12500

P14

(450X1700)

(450X1100)

ELV SHAFT

FHC

SHAFT

FIRE

2600

TREAD-1500

RISER-175

300

STAIRCASE 21

3 8 9

10000 2 M SETBACK

8000

LIFT SHAFT 2

-DRAWING APPROVAL IS FOR THE CONFORMITY WITH OUTLINE DESIGN INTENT ONLY AND DOES NOT RELIEVE THE PROJECT MANAGERS/CONTRACTORS/SUB-CONTRACTORS FORM FULL RESPONSIBILITY FOR THE ACCURACY,INTEGRATION AND FITNESS FOR FULL PURPOSE OF THE DESIGN. -PROJECT MANAGERS TO REVERT BACK WITHIN 7 DAYS OF RECEIPT OF THIS DRAWING ON COORDINATION AND BUILDABILITY ISSUES.IF OTHERWISE,IT WOULD BE DEEMED THAT THEY HAVE UNDERSTOOD ACCEPTED THE DARWINGS/DESIGN AND OWN FULL RESPONSIBILITY FOR THE WORKS CARRIED OUT ACCORDINGLY.

1335

ELECTRICAL SHAFT

DESIGN: DEALT BY: CHECKED BY: DATE: PROJECT NO:

LEGENDS:

-12.35M

RAINWATER TANK 20 CUBIC M

5400

LVL -12500

WAITING LOBBY

(6000X3700)

LIFT SHAFT 1

1370 2380

(2140X980)

ELDB

LPDB

UPSDB

RAIN WATER FILTERS 01

JET FAN

P21

30 CUBIC M

2000

-THIS DRAWING IS TO BE READ ONLY AND NOT SCALED -THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL,STRUCTURAL AND SERVICES DRAWINGS.ANY DISCREPANCY NOTICES SHALL BE BROUGHT TO THE NOTICE OF THE CONSULTANTS WITHIN 7 WORKING DAYS OF RECEIPT OF THIS DRAWING,BUT ALWAYS PRIOR TO PROCUREMENT/EXECUTION OF THE DRAWINGS.

DESIGN TEAM:

-12.05M

DOMESTIC WATER TANK

6000

NOTES:

6000

02 -12.35M

FD1

6000

RCC EARTH CINDER FILLING 4MM THICK STRUCTURAL GLAZING 230 MM THICK RCC SHEAR WALL

5400

E1JET FAN D

PARKING ALLOTMENTS P REVISIONS:

DATE

SL.NO

DESCRIPTION

1 2

3 4

01 D

ALL

JET FAN

01 D

CONTROLLED COPY DISTRIBUTION LIST:

P14

P13

TO BASEMENT 3

SI.NO

5 6

7 10

8000

EXHAUST AIR SHAFT

EXHAUST SHAFT

SYMBOL

CLIENT

CONTRACTOR

DESCRIPTION

F08:SURFACE CEILING MOUNTED 18W 4000K T5 WITH SENSOR TO DIM UPTO 30%.

10W LED BULKHEAD LIGHT(Assumed)

6/16A SWITCH SOCKET OUTLET FOR RAW POWER

2Rx2.5 + 1Rx2.5 (FOR 1 CIRCUIT) SQMM CU WIRE IN 20MM DIA PVC CONDUIT FOR DB TO SB / DB TO LTG / SB TO SB / PP TO PP (NORMAL)

4Rx2.5 + 2Rx2.5 (FOR 2 CIRCUIT) SQMM CU WIRE IN 25MM DIA PVC CONDUIT FOR DB TO SB / DB TO LTG / SB TO SB (NORMAL)

2Rx2.5 + 1Rx2.5 (FOR 1 CIRCUIT) SQMM CU WIRE IN 20MM DIA PVC CONDUIT FOR DB TO SB / DB TO LTG / SB TO SB / PP TO PP(EMG)

NOS.

TRC

SCHEDULE OF OPENINGS: TYPE

3Rx1.5 SQMM (FOR 1 CIRCUIT) CU WIRE IN 20MM DIA PVC CONDUIT FOR SB TO LTG / LTG TO LTG (NORMAL)

3Rx1.5 (FOR 1 CIRCUIT) SQMM CU WIRE IN 20MM DIA PVC CONDUIT FOR SB TO LTG / LTG TO LTG (EMG)

DESCRIPTION

LOCATION

SIZE

DOORS D1

GROUND,FIRST AND OFFICE FLOORS

1500X2187.50

GROUND,FIRST AND OFFICE FLOORS

1000X1981.70

GROUND,FIRST AND OFFICE FLOORS

1000X2187.50

GROUND,FIRST AND OFFICE FLOORS

1200X2187.50

GROUND,FIRST AND OFFICE FLOORS

5400X2200

TOR 150 SPRINKLER RISER

11)

05 EXHAUST AIR FAN ROOM

WINDOWS

3Rx4.0 SQMM CU WIRE IN 20MM DIA PVC CONDUIT FOR DB TO 1ST POWER SOCKET NORMAL CIRCUIT

9) 10)

P11

JET FAN

DESCRIPTION

1 2 3

19 18 17 16

P17

P12

P16

(6000X7200)

SERVICE/PASSENGER LIFTS LOBBY

STAIRCASE RISER-175 TREAD-1500

-12.35M

3070

6000

JET FAN

SERVICE LIFT SHAFT

RETAIN

FHC

FIRE SHAFT

ELV SHAFT

FD1

(450X1100)

FD1

(450X1700)

CODE

LEGENDS

ING W

P15

2000

LVL -12500

PRODUCED BY AN AUTODESK STUDENT VERSION

FLUSHING/RECLAIMED WATER TANK 25 CUBIC M

6000

FRESH AIR FAN ROOM

(5757 X 10000)

2 M SETBACK

DN STAIRCASE RISER-150 TREAD-1000 9

6300

40000.0000

PHE PUMPROOM

(6000X5400) 40 KLD

TO BASEMENT 3

PHE SHAFT

(1200x4250

5700

LVL -12500

STP

2000

RETAINING WALL

STP WATER REQUIREMENTS

4890 EXHAUST SHAFT

EXHAUST AIR FAN ROOM

LVL -12500

2755

6300

18 17

52705

15 14

3900 11

8000

EXHAUST AIR SHAFT

P10

P17

3070

P11

P16

1755 820

2400

1500

370

BASEMENT 3

3370

6375

750

(6000X7200)

SERVICE/PASSENGER LIFTS LOBBY

SERVICE LIFT SHAFT

1850

-12.35M

7200

2300

3700

RETAINING

P15

WALL

4225 P3

6000

FRESH AIR SHAFT

2000

4890

FRESH AIR SHAFT

820

DN 19

TREAD-1000

STAIRCASE RISER-150 17

2755

TO BASEMENT 3

4700 7 6

LVL -12500

2380

6000

1335

6000

50000

2000

6300

6000

7790

PHE SHAFT

(1200x4250

3300

3000

LVL -12500

1370

5700

-12.35M

RETAINING WALL

FRESH AIR SHAFT

9 9300 FROM BASEMENT 3

LVL -9500

PHE PUMPROOM

900

6000

FRESH AIR SHAFT 6000 4500

STP WATER REQUIREMENTS

(5757 X 10000)

6300

-12.05M

6000

3000

RAMP-6M WIDE SLOPE-1:8

6000

900

STP (6000X5400) 40 KLD

TO BASEMENT 3

2000

RETAINING WALL

5 50000

6000

LVL -12500

2000

DE1

50000

4 RETAINING WALL

-12.50M

TO BASEMENT 3

E1 LVL -12500

6000

5700

230

-12.50M

7490

1900

9300

LIFT SHAFT 2

6000

P21

6000

RAMP-6M WIDE SLOPE-1:8

PRODUCED BY AN AUTODESK STUDENT VERSION

6000

1060

6000

2000

6000

230

LIFT SHAFT 1

2130

230

1500X1200

GROUND,FIRST AND OFFICE FLOORS

2640X1200

GROUND,FIRST AND OFFICE FLOORS

2500X1200

GROUND,FIRST AND OFFICE FLOORS

5550X1200

TOR 80 DRAIN PIPE

12)

TOR 150 HYDRANT RISER

10000

14) D

2000 2000

UPRIGHT SPRINKLER

SMOKE DETECTORS

CONSTRUCTION DRAWING

D FIRE HYDRANT CABINET (FHC)

JET FAN

STRUCTURAL CONSULANT ENGINEERING

MEP CONSULTANTS

basement-4 plan

DESIGN CONSULTANTS

LANDSCAPE CONSULTANT DESIGN CONSULTANT

SCALE-1:150

02 E1

2 M SETBACK

6300

15)

LVL -12500

2 M SETBACK

13)

P10

E1 D

SHEET TITLE

PRODUCED BY AN AUTODESK STUDENT VERSION

6000

SERVICE COORDINATED REFLECTED CEILING PLAN PRODUCED BY AN AUTODESK STUDENT VERSION

CRCP-102

DRAWING NO:

6000

PRODUCED BY AN AUTODESK STUDENT VERSION

6000

HRITHIK SHRIDHAR 1RW18AT043

RETAINING WALL

PRODUCED BY AN AUTODESK STUDENT VERSION 18

4700 7 6

230

8000

7790

LIFT SHAFT 2

-12.35M

230

2380

2600

980

ELECTRICAL SHAFT

1360

30 CUBIC M

(2140X980)

6000

DOMESTIC WATER TANK

RAIN WATER FILTERS

6300 2600

LVL -12500

4260

(6000X3700)

2130

FLUSHING/RECLAIMED WATER TANK

1900

-12.35M

RAINWATER TANK 20 CUBIC M

5400

P14

P13

2400

(450X1700)

FHC

6375

TO BASEMENT 3

3 4

5270 6 5 7 9 11

1755 820

P10

EXHAUST AIR SHAFT

3900

14 13

P11

6300 2755

EXHAUST AIR FAN ROOM

P17

P16

21 18 17 15

3070

1500

370

STAIRCASE RISER-175 TREAD-1500

3370 D3

(6000X7200)

SERVICE LIFT SHAFT

2600 750

300

-12.35M

7200

P12

FIRE SHAFT

ELV SHAFT

(450X1100)

2300

1850

3700

ALL

ING W

P15

LVL -12500

4225 P3

2000

RETAIN

2000

FRESH AIR FAN ROOM

230

1900

4890

FRESH AIR SHAFT

820 2755

DN STAIRCASE RISER-150 TREAD-1000

1500

3000

3300

PHE SHAFT

(1200x4250

1370

2400

SERVICE/PASSENGER LIFTS LOBBY

3075 6375

6675

10315 820 4315

25 CUBIC M

(7350X10620)

CHILLERS AND PUMPS(HVAC)

6300

8000

(5757 X 10000)

4890

EXHAUST SHAFT

8000

EXHAUST AIR FAN ROOM

2000

2 M SETBACK

6000

6300

2 M SETBACK

6000

SITE BOUNDARY

40000.0000 A

40000

PRODUCED BY AN AUTODESK STUDENT VERSION

WORKING DRAWING

2000

LVL -12500

10000

H 6000

2000

FIRE-TRUCK A102

2 M SETBACK

2000 6300

40000

6000

TO GROUND 5305

RAMP-6M WIDE SLOPE-1:8

2 M SETBACK

LANDSCAPING

7350 25386

-3.00M

LVL 0.0

8000

EXIT

7535

12335

10580

10000

7110

SITE BOUNDARY

PRODUCED BY AN AUTODESK STUDENT VERSION

(6000X5400) 40 KLD

1060

30194

FHC

8 9 10

4890

EXHAUST SHAFT

PHE PUMPROOM

-12.05M

(7350X6675)

(450X1700)

SERVICE LIFT SHAFT

TO GROUND LEVEL

2 4 6 7

19 18 17 16 15 14 13 11

4880

5700

3510

SLAB CUT-OUT FOR PIPE

2100

3370

9174

1060

2064 2364

8215

+0.00M

450

FIRE SHAFT STAIRCASE RISER-175 TREAD-1000

6000

5550

BMS CONTROL ROOM

300 6000

7145

6000

5120

1850

3370

8500

-3.50M

750

3070

6466

2150

4225 LVL -3500

FIRE-PUMP ROOM

2200

5400

STP

1335

D.A. PARKING

3700

LVL -3500

6300

5700

12 11

LIFT SHAFT 1

4260

(6000X3700)

4500

FRESH AIR SHAFT 6000 4500

STP WATER REQUIREMENTS

WAITING LOBBY

8000

9300 FROM BASEMENT 3

LVL -9500

900

2000

230

LIFT SHAFT 1

2130

WAITING LOBBY

230

980

ELECTRICAL SHAFT

(2140X980)

6000

TO BASEMENT 3

6000 SITE OFFSETTED BOUNDARY

7790

-3.35M

6000

LVL -12500

50000

1900

3400

LIFT SHAFT 2

7490

6000

7490

DN STAIRCASE RISER-150 TREAD-1000

230

6000

1500

3000

3300

PHE SHAFT

757.86

3058

3382

2600

(200 CUBIC METERS) (11735X8500)

A101

+0.22M

FIRE-WATER TANK

D.A.RAMP 1250 WIDE SLOPE-1:12

3300

5550 5850

D.A. PARKING

CHECK SECURITY SECURITY CHECK

RAMP 1250 WIDE

3600

6500

STAIRCASE RISER-175 TREAD-1500

6075

FHC

(450X1100)

FIRE SHAFT

ELV SHAFT

(450X1700)

1200

230

DOWN

1 4

4170

22 21 20 18

5100

2475

11735

ELECTRICAL ROOM (8300X6100)

+0.00M

4700 7 6

1250

LVL 0.0

3205

2100

RAMP 2100 WIDE SLOPE-1:8

10000

LVL 0.0

2100 1500

6152

-3.35M

2300

-3.50M

2000

+0.45M

1100

5550

810

5400 6000 6300

11740

1500

370

5400

6000

TO BASEMENT 3

5423

P10

2600

+0.45M

6470 8 7

OPEN TO SKY

4050

2545

DA LIFT/SERVICE LIFT SHAFT 4

230

4350

6920

6875 (8380x5150)

STORAGE ROOM

6150

3370 WALL PARTITION AT GROUND LEVEL

ROOF EXTENT OF FIRST FLOOR

6000

800

2780 D1

5700

5400

LVL +450

(2950x4050)

1400

1850

1200 6000

SERVICE LIFTS/ EMERGENCY

1125

2500

6230

150

4815

800 +0.45M

AHU ROOM

8000

(450X1100)

LVL +150 LVL +300

1730

1400 PERISHABLE COLD

1230

ROOF PROJECTION OF SECOND FLOOR

5400

PACKED DRY

850 470

2000

BAGGAGE COUNTER

+0.45M

2000

2115

LVL +450

ELV SHAFT

800

3184

4590

1460

DRY SNACKS

2600

1240

1570 1225

DRY SNACKS

25186

PERISHABLE DRY

D.A. PARKING

6000

LVL +150

LVL +300

LVL +450

2215

BILLING COUNTER 4

BILLING COUNTER 1

BILLING COUNTER 2

830 860

5400

5700

6300

11645

+0.00M

-3.50M

6000

+0.45M

LVL +450

470

TROLLEY /CART STORAGE

LVL 0.0

2650

DRY SNACKS

6000

LVL -3500

FIRE-TRUCK

LANDSCAPING

PERISHABLE DRY

1525

2000

770

A101

1065

4000

LVL -15

50000

1525

PACKED DRY

2000

5400

BILLING COUNTER 3

5400

H.T YARD

+0.45M

8770

LVL 0.0

2030

5700 D4 SECURITY CHECK

ELECTRICAL DISTRIBUTION BOARDS

(11750X7590)

4925

WAITING LOBBY

6000

5700

5400

980

(2140X980)

ELECTRICAL SHAFT

ADMIN OFFICE

(4925X5600)

(5900X3070)

2600

1770

FREEZERS

FRESH AIR ENTRY THROUGH RAMP

12300

(6000X3700)

3070

1900

LIFT SHAFT 1

LIFT SHAFT 3

1900

4570 3300

2470

2150 1000

DA TOILET

00 1470

1210

5910

2400

7590

PLANTER BOX

1990

EMPLOYEE COMMON SPACE

5400

1900

LIFT SHAFT 2

5800

1985 SECURITY CHECK

1270

6000

+0.45M

5400

6000

4370 4600

6000

12 11

16092

5815

6600 7 6

50000

RETAINING WALL

PRODUCED BY AN AUTODESK STUDENT VERSION

SITE OFFSETTED BOUNDARY

2150

2840

3800

1650

(3000x3100)

15954

UP 13

D.A.RAMP 1500 WIDE

1900

3300

2000

5400

4160

LADIES TOILET

1200

1150

200

2770

(3000x6000)

STAIRCASE RISER-150 TREAD-1000

750 1200

1200 750

750

1200

4230

1200 750

886

1700

6000

SERVER ROOM

5700

4200

-12.50M

P21

5400

900

PRODUCED BY AN AUTODESK STUDENT VERSION

6000

(6200x6000

400 D3

6000 3000

6000

1450

(1200x4250

800

23700

6000 12000

PRODUCED BY AN AUTODESK STUDENT VERSION

(6200x6000

PHE SHAFT

1450

GENTS TOILET

2700

1450 750 1200

SLAB PROJECTION OF FIRST FLOOR

15954

1450

RAMP-6M WIDE SLOPE-1:8

3453

6300

FRESH AIR SHAFT FOR BASEMENTS 2,3 AND 4

TO GROUND

RAMP-6M WIDE SLOPE-1:8

FRESH AIR ENTRY THROUGH RAMP

(1200x4250

+0.00M

6000

O.O0M

RETAINING WALL

3700

5400

3000

9300

TO BASEMENT

5700

6000

RAMP-6M WIDE SLOPE-1:8

6000

24000

LVL -12500

6000

5 50000

6000

12230

O.O0M

PLANTER BOX

+0.45M

RETAINING WALL

6300

6000

LVL -150

ENTRY

8000

TO BASEMENT

PLANTER BOX

5700

5800

1450

900

6000

18000

1450

2000 PRODUCED BY AN AUTODESK STUDENT VERSION

6000

RAMP-6M WIDE SLOPE-1:8

6000

12300

8 9

-3.00M

RETAINING WALL

9300

FIRE-TRUCK

RETAINING WALL

6000

PRODUCED BY AN AUTODESK STUDENT VERSION

6000

50000

12000

6000

2000

12000 LANDSCAPING

6000

ALL

5 50000

ING W

14000 6000

RETAIN

PRODUCED BY AN AUTODESK STUDENT VERSION

RETAINING WALL

A102

TYPE

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION PROJECT CONSULTANT

CHILLER PLANT ROOM

CLIENT

CHILLER PLANT ROOM

3195

1975

3196

FUNDERMAX CLADDING

(+)19.95 M FIFTH FLOOR LEVEL

4050

PROJECT NO:

4050

(+)7.80 M SECOND FLOOR LEVEL

CODE

DESCRIPTION

CLIENT

CONTRACTOR

TRC

NOS.

SCHEDULE OF OPENINGS: TYPE

DESCRIPTION

LOCATION

10MM GROOVE FINISH

4050

WEATHERPROOF PAINT FINISH

(+)15.90 M FOURTH FLOOR LEVEL

LEGENDS:

RCC EARTH CINDER FILLING 4MM THICK STRUCTURAL G 230 MM THICK RCC SHEAR

PARKING ALLOTMENTS P REVISIONS:

SL.NO

(+)11.85 M THIRD FLOOR LEVEL

24450

CHECKED BY: DATE:

W2 W6

2 3 4 5

CONTROLLED COPY DISTRIBUTION LIST CODE

DESCRIPTION

(+)7.80 M SECOND FLOOR LEVEL

CONTRACTOR

TRC

SCHEDULE OF OPENINGS:

SIZE

TYPE

GROUND,FIRST AND OFFICE FLOORS

1000X2187.50

1200X2187.50

GROUND,FIRST AND OFFICE FLOORS

5400X2200

GROUND,FIRST AND OFFICE FLOORS

(+)4.05 M FIRST FLOOR LEVEL

WINDOWS W1

WINDOWS 1500X1200

GROUND,FIRST AND OFFICE FLOORS

2640X1200

GROUND,FIRST AND OFFICE FLOORS

2500X1200

GROUND,FIRST AND OFFICE FLOORS

5550X1200

GROUND,FIRST AND OFFICE FLOORS

4200

W3 D3

CONSTRUCTION DRAWING STRUCTURAL CONSULANT

12000

6000

(+/-)0 M GROUND LEVEL

6000

CONSTRUCTION DRAWING STRUCTURAL CONSULANT

6000

ENGINEERING

6000

DESIGN CONSULTANT

SHEET TITLE

MEP CONSULTANTS

EAST ELEVATION

DESIGN CONSULTANTS

LANDSCAPE CONSULTANT

SCALE-1:100

DESIGN CONSULTANTS

LANDSCAPE CONSULTANT DESIGN CONSULTANT

SCALE-1:100

ARCHITECTURAL CIVIL SET

SHEET TITLE

A-202

DRAWING NO:

ARCHITECTURAL CIV

A-201

DRAWING NO:

HRITHIK SHRIDHAR

1RW18AT043

PRODUCED BY AN AUTODESK STUDENT VERSION

TYPE

PRODUCED BY AN AUTODESK STUDENT VERSION PROJECT CONSULTANT

HRITHIK ARCHITECTS

CLIENT

1 3600

WD VISITING FACULTY KEY PLAN(NOT TO SCALE)

2600

+24.50M

LIFT MACHINE ROOM

24006

A102 A-302

2700

LIFT MACHINE ROOM 4

5 50000

12000

9300

6000

RAMP-6M WIDE SLOPE-1:8

6000

O.O0M

+0.45M

+0.00M

D.A.RAMP 1500 WIDE

1900

5815

6600 6

5800

1985

4370 4600

1470

SECURITY CHECK

+0.45M

PLANTER BOX

(6000X3700)

1210 4925

WAITING LOBBY

3070

2840

EMPLOYEE COMMON SPACE

ADMIN OFFICE

(2140X980)

6000

5700

5700 D4 SECURITY CHECK

+0.45M

5400

TROLLEY /CART STORAGE

4000

LVL +150

LVL +450

24000

(4925X5600)

(5900X3070)

2600

8770

6000

LIFT SHAFT 1

1210

1990 5900

2150 FD1

12300

1270

LIFT SHAFT 3

4570

1900

3300

2470

2770

SERVER ROOM

(3000x6000)

6000

5400

DN 18

TREAD-1000

UP 9

2150

1000

5400

1200

3800

1650

1770

5400

LVL +300

886

SITE OFFSETTED BOUNDARY

200 1700

DA TOILET (3000x3100) D3

2030

5400

LADIES TOILET (6200x6000

400

6000

STAIRCASE RISER-150

3300

SLAB PROJECTION OF FIRST FLOOR

4230

PHE SHAFT

(1200x4250

6000

4160

4230

1200

1450 1200

1200

2700

1450

6000 3000

1900

15954

1450

1200

5800

1450

900

1900

3700

GENTS TOILET (6200x6000

800

LIFT SHAFT 2

1450

2000

PLANTER BOX

5700

H.T YARD

15000

TO BASEMENT

18000 PLANTER BOX

8 9

21000

6000

LVL -150

6000

12300

980

12000

LANDSCAPING

6000

8000

21000

6000

FIRE-TRUCK

ENTRY

6000

+21.00M

ELECTRICAL SHAFT

900

(+)21.470 FFL

LVL 0.0

14000

TERRACE LEVEL

11645

+0.00M

4590

3184

5400

5700

6300

1730

LVL -3500

8000

CHECK SECURITY

680

FHC

SECURITY CHECK

FIRE SHAFT

(450X1100)

ELV SHAFT

230

(450X1700)

2600 3510

2545

RAMP 1250 WIDE

DA LIFT/SERVICE LIFT SHAFT 4

230

3600

6075

6500

STAIRCASE RISER-175

TREAD-1500

4815

DOWN

3300

4170

A101 A-301

+0.22M

3100

21 20

64707 9 11 12

18 17 16

5550 5850

2064 2364

8215

2475

+0.45M

1100

ELECTRICAL ROOM (8300X6100)

D.A.RAMP

D3 1

1500

1250 WIDE SLOPE-1:12

370

+0.00M

2100

+0.45M

4050

6920

6875

RAMP 2100 WIDE SLOPE-1:8

+0.00M

3370

2000

A102

40000 A-302

8000

FIRE-TRUCK LANDSCAPING

21000

+17.50M

LVL 0.0

2000

SITE BOUNDARY

FIFTH FLOOR

EXIT

7535

13770

10000

1250

LVL 0.0

3205

810

2100 1500

6152

4350

2300 3370 WALL PARTITION AT GROUND LEVEL

ROOF EXTENT OF FIRST FLOOR

OPEN TO SKY

5550

5100

5400 ROOF PROJECTION OF SECOND FLOOR

6000 5400 6000 6300

6150

21000

FIRE-TRUCK

LANDSCAPING

25186

6230

5700

150

(8380x5150)

(2950x4050)

AHU ROOM

5400

470

1850

LVL +450

STORAGE ROOM

6000

470

LVL 0.0

A-301

FD1

1200 6000

SERVICE LIFTS/ EMERGENCY

850 D4

3500

2500

LVL 0.0

3500

FD1

+0.45M

770

A101

LVL +150 LVL +300 LVL +450

BAGGAGE COUNTER

+0.45M

2000

6000

50000

6000

2215

+0.45M

2115

LVL +450

LVL -150

(+)17.970 FFL

GROUND FLOOR PLAN NOTES: 3500

-ALL DIMENSIONS ARE IN MILLIMETERS. -THIS DRAWING IS A COPYRIGHT AND PROPERTY OF THE DESIGN CONSULTANTS (I)PVT.LTD.IS NOT TO BE PRODUCED,COPIED OR HANDED OVER TO THIRD PARTY ORUSED FOR ANY OTHER PURPOSE OTHER THAN FOR IT IS INTENDED FOR. -ALL DIMENSIONS SHALL BE VERIFIED ON THE SITE PRIOR TO THE START OF WORK ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE DESIGN CONSULTANTS(I)PVT.LTD. -THIS DRAWING IS TO BE READ ONLY AND NOT SCALED -THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL,STRUCTURAL AND SERVICES DRAWINGS.ANY DISCREPANCY NOTICES SHALL BE BROUGHT TO THE NOTICE OF THE CONSULTANTS WITHIN 7 WORKING DAYS OF RECEIPT OF THIS DRAWING,BUT ALWAYS PRIOR TO PROCUREMENT/EXECUTION OF THE DRAWINGS.

+14.00M

DESIGN TEAM:

3500

(+)14.470 FFL

14002

FOURTH FLOOR

OFFICE EFLOORS

3500

DEALT BY:

CHECKED BY: DATE: 3500

3500

RCC EARTH CINDER FILLING 4MM THICK STRUCTURAL GLAZING 230 MM THICK RCC SHEAR WALL

PARKING ALLOTMENTS P REVISIONS:

+3.50M

SL.NO

LIFT SHAFT

3500

4175

3500

(+)3.970 FFL

7320

FIRST FLOOR

RETAIL FLOORS

3500

(+)7.470 FFL

LEGENDS:

+7.0M

SECOND FLOOR

TRAVEL HEIGHT

PROJECT NO:

DESCRIPTION

DATE

1 2 3 319

1075

4 GROUND FLOOR

(+)0.470 FFL

5 -0.15M

3500

5000

CONTROLLED COPY DISTRIBUTION LIST:

BASEMENT 1 (-)2.530 FFL

-3.50M

CODE

DESCRIPTION

CLIENT

CONTRACTOR

NOS.

TRC

3180

3000

SCHEDULE OF OPENINGS: BASEMENT 2 (-)5.530 FFL

-6.50M

DESCRIPTION

LOCATION

SIZE

DOORS D1

GROUND,FIRST AND OFFICE FLOORS

1500X2187.50

GROUND,FIRST AND OFFICE FLOORS

1000X1981.70

GROUND,FIRST AND OFFICE FLOORS

1000X2187.50

GROUND,FIRST AND OFFICE FLOORS

1200X2187.50

GROUND,FIRST AND OFFICE FLOORS

5400X2200

GROUND,FIRST AND OFFICE FLOORS

3180

3000

TYPE

BASEMENT 3 (-)8.530 FFL

-9.50M

2970

3000

WINDOWS

BASEMENT 4

-12.50M

1500X1200

GROUND,FIRST AND OFFICE FLOORS

2640X1200

GROUND,FIRST AND OFFICE FLOORS

2500X1200

GROUND,FIRST AND OFFICE FLOORS

5550X1200

LIFT PIT

1500

LIFT PIT

(-)11.530 FFL

200 200 400

PRODUCED BY AN AUTODESK STUDENT VERSION

(+)10.970 FFL

PRODUCED BY AN AUTODESK STUDENT VERSION

DESIGN:

+10.50M

THIRD FLOOR

ENGINEERING

MEP CONSULTANTS

NORTH ELEVATION

6000

4500

GROUND,FIRST AND OFFICE FLOORS

(+/-)0 M GROUND LEVEL

6000

DOORS D1

1000X1981.70

GROUND,FIRST AND OFFICE FLOORS

3750

3750 W2

DESCRIPTION

LOCATION

1500X2187.50

GROUND,FIRST AND OFFICE FLOORS GROUND,FIRST AND OFFICE FLOORS

W1 W3

NOS.

CLIENT

DOORS D1

DESCRIPTION

DATE

4050

28870

4050 25675

CONTROLLED COPY DISTRIBUTION LIST:

PRODUCED BY AN AUTODESK STUDENT VERSION

DESCRIPTION

DATE

(+)11.85 M THIRD FLOOR LEVEL

WEATHERPROOF PAINT FINISH

DEALT BY:

RCC EARTH CINDER FILLING 4MM THICK STRUCTURAL GLAZING 230 MM THICK RCC SHEAR WALL

PARKING ALLOTMENTS P REVISIONS:

DESIGN:

PRODUCED BY AN AUTODESK STUDENT VERSION

LEGENDS:

(+)15.90 M FOURTH FLOOR LEVEL

-PROJECT MANAGERS TO REVERT BACK WITHIN 7 DAYS OF RECEIPT OF THIS DRAWING ON COORD BUILDABILITY ISSUES.IF OTHERWISE,IT WOULD BE DEEMED THAT THEY HAVE UNDERSTOOD ACCEP DARWINGS/DESIGN AND OWN FULL RESPONSIBILITY FOR THE WORKS CARRIED OUT ACCORDINGLY

DESIGN TEAM:

DATE:

SL.NO

-DRAWING APPROVAL IS FOR THE CONFORMITY WITH OUTLINE DESIGN INTENT ONLY AND DOES NO RELIEVE THE PROJECT MANAGERS/CONTRACTORS/SUB-CONTRACTORS FORM FULL RESPONSIBILIT ACCURACY,INTEGRATION AND FITNESS FOR FULL PURPOSE OF THE DESIGN.

DESIGN TEAM:

PROJECT NO:

-THIS DRAWING IS TO BE READ ONLY AND NOT SCALED -THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL,STRUCTUR AND SERVICES DRAWINGS.ANY DISCREPANCY NOTICES SHALL BE BROUGHT TO THE NOTICE OF THE CONSULTANTS WITHIN 7 WORKING DAYS OF RECEIPT OF THIS DRAWING,BUT ALWAYS PRIOR T PROCUREMENT/EXECUTION OF THE DRAWINGS.

(+)19.95 M FIFTH FLOOR LEVEL

-PROJECT MANAGERS TO REVERT BACK WITHIN 7 DAYS OF RECEIPT OF THIS DRAWING ON COORDINATION AND BUILDABILITY ISSUES.IF OTHERWISE,IT WOULD BE DEEMED THAT THEY HAVE UNDERSTOOD ACCEPTED THE DARWINGS/DESIGN AND OWN FULL RESPONSIBILITY FOR THE WORKS CARRIED OUT ACCORDINGLY.

CHECKED BY:

W2 W6

DEALT BY:

NOTES:

4050

(+)24 M TERRACE LEVEL

1524

(+)24 M TERRACE LEVEL

DESIGN:

KEY PLAN(NOT TO SCALE)

900 MM HIGH PARAPET WALL

NOTES:

WD VISITING FACUL

MUMPTY/STAIRCASE HEADROOM

KEY PLAN(NOT TO SCALE)

900 MM HIGH PARAPET WALL

HRITHIK ARCHITEC

CLIENT

SERVICE LIFT MACHINE ROOM ELEVATOR TRAVEL SPEED-1.0M/S LOAD CAPACITY:800kg

WD VISITING FACULTY

MUMPTY/STAIRCASE HEADROOM

PROJECT CONSULTANT

29170

HRITHIK ARCHITECTS

50540

CONSTRUCTION DRAWING STRUCTURAL CONSULANT

ENGINEERING

SECTION A-A SCALE-1:150

MEP CONSULTANTS DESIGN CONSULTANTS

LANDSCAPE CONSULTANT DESIGN CONSULTANT

SHEET TITLE DRAWING NO:

ARCHITECTURAL CIVIL SET

A-301

HRITHIK SHRIDHAR 1RW18AT043

PRODUCED BY AN AUTODESK STUDENT VERSION

8 9

50000 6000

6000

6000 02

TO BASEMENT

RAMP-6M WIDE SLOPE-1:8

6000

9300

-3.00M

FRESH AIR ENTRY THROUGH RAMP

O.O0M

WAITING LOBBY

(6000X3700)

JET FAN

6000

(BOT : 2800)

JET FAN

(BOT : 2800)

150 x50 PERFORATED CT-AC

JET FAN

8000

E1 150 x50 PERFORATED CT-AC

150 x50 PERFORATED CT-AC

(BOT : 2800)

-3.50M

16092

FHC

ELV SHAFT

(450X1700)

FD1

(450X1100)

FD1

LPDB

ELECTRICAL DUCT

(7350X6675)

BMS CONTROL ROOM

BATTERY RACK

UPS PANEL

8 9

8000

4890

EXHAUST SHAFT

05 EXHAUST AIR FAN ROOM

SLAB CUT-OUT FOR PIPE

SI.NO

SYMBOL

DESCRIPTION

F08:SURFACE CEILING MOUNTED SENSOR TO DIM UPTO 30%.

10W LED BULKHEAD LIGHT(Assum

6/16A SWITCH SOCKET OUTLET

2Rx2.5 + 1Rx2.5 (FOR 1 CIRCUIT) SQ PP TO PP (NORMAL)

4Rx2.5 + 2Rx2.5 (FOR 2 CIRCUIT) S (NORMAL)

2Rx2.5 + 1Rx2.5 (FOR 1 CIRCUIT) SQ / PP TO PP(EMG)

3Rx1.5 SQMM (FOR 1 CIRCUIT) CU WI CONDUIT FOR SB TO LTG / LTG TO

3Rx1.5 (FOR 1 CIRCUIT) SQMM CU WI CONDUIT FOR SB TO LTG / LTG TO

3Rx4.0 SQMM CU WIRE IN 20MM DI DB TO 1ST POWER SOCKET NORMAL

(7350X10620)

(11735X8500)

FIRE-WATER TANK

(200 CUBIC METERS)

CHILLERS AND PUMPS(HVAC)

6 7

13 12

1 2 3 4

19 18 17

3070

-3.50M

TO GROUND LEVEL

STAIRCASE RISER-175 TREAD-1000

UPS

BMS CONTROL PANEL

6000

UPSDB

30194

2600

-3.35M

ELDB

SERVICE LIFT SHAFT

LEGENDS

ALL

D.A. PARKING

FIRE-PUMP ROOM

01 D

(11750X7590)

(BOT : 2800)

01 02

FIRE SHAFT

01 D

RETAIN ING W

600 x50 PERFORATED CT-AC

2000

LVL -3500

JET FAN 150 x50 PERFORATED CT-AC

RETAINING WALL

D.A. PARKING

(BOT : 2800)

D 50000

D FD1

D (2140X980)

ELECTRICAL SHAFT

4260

LIFT SHAFT 2

-3.50M

02 -3.35M

LIFT SHAFT 1

FRESH AIR ENTRY THROUGH RAMP

-3.50M

LVL -3500

P10 SITE OFFSETTED BOUNDARY

7790

5400

STAIRCASE RISER-150 TREAD-1000

PHE SHAFT

6000

TO GROUND

2000

(1200x4250

FRESH AIR SHAFT FOR BASEMENTS 2,3 AND 4

5700

15954

757.86

12230

6000 01

6300

6000

24000

2000

RETAINING WALL

10)

TOR 150 SPRINKLER RISER

11)

TOR 80 DRAIN PIPE

10580

10000

12)

TOR 150 HYDRANT RISER

13)

UPRIGHT SPRINKLER

2000

14)

SMOKE DETECTORS

02 15)

02 01

6000

SITE BOUNDARY

40000

2000

WORKING DRAWING

2 M SETBACK

PRODUCED BY AN AUTODESK STUDENT VERSION

6300

6000

TO GROUND

RETAINING WALL

RAMP-6M WIDE SLOPE-1:8

2 M SETBACK

-3.00M

FIRE HYDRANT CABINET (FHC)

PRODUCED BY AN AUTODESK STUDENT VERSION

6000

RAMP-6M WIDE SLOPE-1:8

6000

FROM BASEMENT 3

-12.50M

LVL -9500

TO BASEMENT 3 E1 LVL -12500

FRESH AIR SHAFT

STP

FRESH AIR SHAFT

FRESH AIR FAN ROOM D3

8000

PHE PUMPROOM

(6000X5400) 40 KLD

STAIRCASE RISER-150 TREAD-1000

(1200x4250

PHE SHAFT

STP WATER REQUIREMENTS

5700

LVL -12500

(5757 X 10000)

02-12.35M

LIFT SHAFT 2

2000

900

DE1

TO BASEMENT 3

FLUSHING/RECLAIMED WATER TANK 25 CUBIC M

2380

(2140X980)

ELECTRICAL SHAFT

6000

1335

6000

RAINWATER TANK 20 CUBIC M

5400

E1JET FAN D

JET FAN

01 D

P14

FHC

FIRE SHAFT

ELV SHAFT

FD1

(450X1100)

FD1

STAIRCASE RISER-175 TREAD-1500

P17

2 3

7 8 9

8000

EXHAUST AIR SHAFT

EXHAUST SHAFT

LEGEN SI.NO

SYMBOL

F08:SURFACE CEILING SENSOR TO DIM UPTO 3

10W LED BULKHEAD LIG

6/16A SWITCH SOCKE

2Rx2.5 + 1Rx2.5 (FOR 1 C PP TO PP (NORMAL)

4Rx2.5 + 2Rx2.5 (FOR 2 (NORMAL)

2Rx2.5 + 1Rx2.5 (FOR 1 C / PP TO PP(EMG)

3Rx1.5 SQMM (FOR 1 CIRC CONDUIT FOR SB TO LTG /

3Rx1.5 (FOR 1 CIRCUIT) SQ CONDUIT FOR SB TO LTG /

3Rx4.0 SQMM CU WIRE IN DB TO 1ST POWER SOCKET

10)

TOR 150 SPRINKLER RISER

P11

JET FAN

05 EXHAUST AIR FAN ROOM

DESCR

19 18 17 16

P16

P12

(6000X7200)

SERVICE/PASSENGER LIFTS LOBBY

6000

TO BASEMENT 3

P13

JET FAN

-12.35M

3070

SERVICE LIFT SHAFT

ALL

P15

RETAIN ING W

LVL -12500

2000

(450X1700)

RETAINING WALL

50000

-12.35M

JET FAN

ELDB

LPDB

RAIN WATER FILTERS 01

P21

30 CUBIC M

FD1

UPSDB

DOMESTIC WATER TANK

-12.05M

LVL -12500

WAITING LOBBY

(6000X3700)

LIFT SHAFT 1

1370

6300

9300

2000

50000 RETAINING WALL 6000

2000 2000

6300

2 M SETBACK

6000

JET FAN

11)

TOR 80 DRAIN PIPE

12)

TOR 150 HYDRANT RISER

13)

UPRIGHT SPRINKLER

14)

SMOKE DETECTORS

15)

6000

40000.0000 A

LVL -12500

2 M SETBACK

P10

PRODUCED BY AN AUTODESK STUDENT VERSION

RETAINING WALL

10000

FIRE HYDRANT CABINET (FHC)

4570

5700

400

800 650 50

3000

6000

450 450

12300

1770

3700

450

900

1700

5800 450 270

1900

3870

400

2850

2520

6000

3700

450

5800 450 270

2640X1200

GROUND,FIRST AND OFFICE FLOORS

2500X1200

GROUND,FIRST AND OFFICE FLOORS

5550X1200

STAIR-HEAD

300

GROUND,FIRST AND OFFICE FLOORS

STRUCTURAL CONSULANT

300

STAIR-HEAD

CONSTRUCTION DRAWING

ENGINEERING

MEP CONSULTANTS

DESIGN CONSULTANTS

STAIRCASE-ST 2

LANDSCAPE CONSULTANT WIDTH-1500 MM DESIGN CONSULTANT

TREAD-300 MM

SERVICE COORDINATED STAIRCASE-ST 2 SECTIONS

WIDTH-1500 CSEC 101 MM

DRAWING NO:

TERRACE LEVEL (+)21.470 FFL

TREAD-300 MM

HRITHIK SHRIDHAR 1RW18AT043

MID-LANDING 10 MID-LANDING 10

3500

STAIRCASE-ST 2 WIDTH-1500 MM

3500

(+)13.120 FFL MID-LANDING 8

MID-LANDING 9

STAIRCASE-ST 2 STAIRCASE-ST 2 WIDTH-1500 MM WIDTH-1500 MM TREAD-300 MM

(+)17.970 FFL

FOURTH FLOOR (+)14.470 FFL

TREAD-300 MM

MID-LANDING 8

STAIRCASE-ST 2 WIDTH-1500 MM TREAD-300 MM

(+)9.620 FFL MID-LANDING 7

FIFTH FLOOR

3500

(+)16.620 FFL

(+)16.620 FFL MID-LANDING 9 MID-LANDING 9

FIF

D1 D1

3500

TREAD-300 MM STAIRCASE-ST 2 WIDTH-1500 MM TREAD-300 MM

STAIRCASE-ST 2 WIDTH-1500 MM TREAD-300 MM

MID-LANDING 7

(+)9.620 FFL MID-LANDING 7

THIRD FLOOR (+)10.970 FFL

SECOND FLOOR (+)7.470 FFL

STAIRCASE-ST 2 WIDTH-1500 MM TREAD-300 MM

MID-LANDING 6

MID-LANDING 7

STAIRCASE-ST 2 WIDTH-1500 MM TREAD-300 MM

3500

(+)20.120 FFL MID-LANDING 10

3500

600

(+)20.120 FFL MID-LANDING 10

3500

300

SHEET TITLE

400

MID-LANDING 5

(+)3.970 FFL

FIR

MID-LANDING 4

GROUND FLOOR (+)0.470 FFL

100 150

LIFT SHAFT 3

4570

-DOMESTIC HEADERS/BRANCH PIPES -FLUSHING HEADERS/BRANCH PIPES -SOIL WATER HEADERS/ PIPES -WASTE WATER HEADERS/ PIPES

(+)2.620 FFL MID-LANDING 5

W5 FIRST FLOOR

3500

400

3000

(2700X2850)

MID-LANDING 5

MID-LANDING 4

3500

800 650

6000

1900

WAITING LOBBY

STAIRCASE-ST 2 WIDTH-1500 MM TREAD-300 MM

(+)2.620 FFL MID-LANDING 5

3500

MID-LANDING 6 STAIRCASE-ST 2 WIDTH-1500 MM TREAD-300 MM

2850

2393

1500X1200

3500

10MM TILE DROP

W1 GROUND,FIRST AND OFFICE FLOORS

3500

4160

10MM TILE DROP

1200 1200

5400X2200

3500

PRODUCED BY STUDENTVERSION VERSION PRODUCED BYAN ANAUTODESK AUTODESK STUDENT

300 (0.0 FFL)

80 450

0 29

1200X2187.50

GROUND,FIRST AND OFFICE FLOORS

3500

5690

SCALE-1:30

1000X2187.50

GROUND,FIRST AND OFFICE FLOORS

3500

1500X2187.50 1000X1981.70

GROUND,FIRST AND OFFICE FLOORS

3870

3300

SIZE

GROUND,FIRST AND OFFICE FLOORS

3500

TOILET PHE DETAILS

400

370

400

1200

10MM TILE DROP

3700

10MM TILE DROP

800 650 50

3000

FT CL

140

450

FT CL

380

450

2470

DESCRIPTION

3500

CL CL

400

PHE SHAFT

TRC

LOCATION GROUND,FIRST AND OFFICE FLOORS

3500

CL CL

2520

900

2770

NOS.

WINDOWS

140

2134

6000

1800

CL CL

450

5800

450

(1200x4250

CONTRACTOR

DOORS

270

4230

3 4

260

230

PRODUCED BY AN AUTODESK STUDENT VERSION

12300 10MM TILE DROP

CLIENT

240

500

100

140

150

500

600

370

12300

1770

1700

1900

2134

700 (-0.010 FFL)

2710

270

846 1683

2124

135

3700

315

DESCRIPTION

SCHEDULE OF OPENINGS:

1650

1200

TYPE

1500

235

10MM TILE DROP

CONTROLLED COPY DISTRIBUTION LIST:

150

1200

CODE

PRODUCED BY AN AUTODESK STUDENT VERSION

10MM TILE DROP

3870

3500

450 150

400

1200 795

700

1200

DESCRIPTION

150

10MM TILE DROP

DATE

SL.NO

PHE SHAFT DETAILS

1820

450

2520

400

SCALE-1:30

230 900

PARKING ALLOTMENTS P REVISIONS:

100

150

2850

TOILET PHE DETAIL

(-0.010 FFL)

(-0.020 FFL)

150 uPVC RWDP

230

12300

150 uPVC RWDP

3700

50 TH uPVC STP SUPPLY PIPE

450

50 TH uPVC DOMESTIC SUPPLY PIPE

75 uPVC STP TO OHT

RCC EARTH CINDER FILLING 4MM THICK STRUCTURAL GLAZING 230 MM THICK RCC SHEAR WALL

(-0.020 FFL) CL

400

800 650

110 TH uPVC SOIL WATER PIPE

PHE SHAFT DETAIL

150 TH DOWNT 6000

450

600

2130

5800

1635

1200

2520

500

CLAMP

3000

200 X 200 STP VENT PIPE

100

100 TH uPVC WASTE WATER PIPE

PHE SHAFT

3870

50 TH uPVC DOMESTIC SUPPLY PIPE 50 TH uPVC STP SUPPLY PIPE

150

1900

1200

2850

795 450

PHE SHAFT

150

1700

500

1770

2124

140

100

150

PRODUCED BY AN AUTODESK STUDENT VERSION

846

1683

WATER PROOFING COARSE

135

1635

CHECKED BY:

PRODUCED BY AN AUTODESK STUDENT VERSION

1200

500

450

TERRACE SLAB

2130

380

1820

100

LADIES TOILET

(6200x6000)

SLOPE

RAINWATER INLET (GRATING PLATE)

450

230 TH PARAPET WALL

SLAB PROJECTION OF FIRST FLOOR

1200

150

290

(6200x6000

GENTS TOILET

345

1700

10MM TILE DROP

1770

100 150

1500

PRODUCED BY AN AUTODESK STUDENT VERSION

290

600

345

3700

1650

290

WAITING LOBBY

(2700X2850)

235

150

12300

DA TOILET

(3000x3100)

10MM TILE DROP

DA TOILET (3000x3100)

B 380

4160

PROJECT NO:

(+)6.120 FFL MID-LANDING 6

1200

10MM TILE DROP

DATE:

450

(+)6.120 FFL MID-LANDING 6

4160

1200

10MM TILE DROP

5700

LEGENDS:

75 uPVC STP TO OHT

(6200x6000)

1200

10MM TILE DROP

DEALT BY:

LADIES TOILET

WAITING LOBBY

(2700X2850)

LADIES TOILET

(6200x6000)

(6200x6000

GENTS TOILET

315

370

110 TH uPVC SOIL WATER PIPE

1RW18AT043

B 380

DESIGN:

200 X 200 STP VENT PIPE

SERVICE COORDINATED SECTIONS

HRITHIK SHRIDHAR

1200

DESIGN TEAM:

DESIGN CONSULTANT

CSEC 101

1200

5700

LANDSCAPE CONSULTANT

DRAWING NO:

1200

4230

(1200x4250

10MM TILE DROP

2393 LIFT SHAFT 3

1200

150 TH RAINWATER DOWNTAKE PIPE(RWDP)

DESIGN CONSULTANTS

SHEET TITLE

380

10MM TILE DROP

1200

PHE SHAFT

MEP CONSULTANTS

SCALE-1:30

300

370

10MM TILE DROP

1200

10MM TILE DROP

4570

100 TH uPVC WASTE WATER PIPE

300 CONSTRUCTION DRAWING

4570

230

345

10MM TILE DROP

370

3300

900

(-0.010 FFL)

(0.0 FFL)

(-0.020 FFL)

5550X1200

GROUND,FIRST AND OFFICE FLOORS

2500X1200

GROUND,FIRST AND OFFICE FLOORS

2640X1200

DA TOILET

TOILET PHE DETAILS

CLAMP

WINDOWS 1500X1200

SLAB PROJECTION OF FIRST FLOOR

450

2770

2470

NOTES:

5400X2200

GROUND,FIRST AND OFFICE FLOORS

ENGINEERING

10MM TILE DROP

1000X2187.50

315

2393

1200X2187.50

W1 GROUND,FIRST AND OFFICE FLOORS

(3000x3100)

450

1200

4230

LIFT SHAFT 3

PRODUCED BY AN AUTODESK STUDENT VERSION

4160

1200

4570

380

5700

GROUND,FIRST AND OFFICE FLOORS

380

1500X2187.50 1000X1981.70

GROUND,FIRST AND OFFICE FLOORS

STRUCTURAL CONSULANT

GROUND,FIRST AND OFFICE FLOORS

10MM TILE DROP

GROUND,FIRST AND OFFICE FLOORS

(6200x6000)

LADIES TOILET

1200

SIZE

1200

370

10MM TILE DROP

-DOMESTIC HEADERS/BRANCH PIPES FT -FLUSHING HEADERS/BRANCH PIPES -SOIL WATER HEADERS/ PIPES -WASTE WATER HEADERS/ PIPES 230

DESCRIPTION

LOCATION

SCHEDULE OF OPENINGS: TYPE

TRC

CONTRACTOR

NOS.

DOORS 1

WAITING LOBBY

(2700X2850)

CLIENT

DESCRIPTION

290

370

CONTROLLED COPY DISTRIBUTION LIST: CODE

4230

(6200x6000

GENTS TOILET

2393 LIFT SHAFT 3

6000

315

345

300

10MM TILE DROP

(-0.020 FFL) CL

1200

10MM TILE DROP

4570

(-0.010 FFL)

2770

2470

3300

450

290

DA TOILET

(3000x3100)

370

DESCRIPTION

0 29

2470

DATE

SL.NO

PHE SHAFT DETAILS 3300

PARKING ALLOTMENTS P REVISIONS:

450

345

5 34

1200

380

SLAB PROJECTION OF FIRST FLOOR

450

0 29

150 uPVC RWDP

RCC WATER PROOFING COARSE EARTH CINDER FILLING 4MM THICK STRUCTURAL GLAZING 230 MM THICK RCC SHEAR WALL

450

290

5 34

(6200x6000

10MM TILE DROP

V (0.0 FFL)

2770

GENTS TOILET

50 TH uPVC STP SUPPLY PIPE

TERRACE SLAB

LEGENDS:

450

0 29

75 uPVC STP TO OHT

SLOPE

PROJECT NO:

5 34

110 TH uPVC SOIL WATER PIPE

50 TH uPVC DOMESTIC SUPPLY PIPE

DATE:

100 TH uPVC WASTE WATER PIPE

WD VISITING FACULTY KEY PLAN(NOT TO SCALE)

RAINWATER INLET (GRATING PLATE)

200 X 200 STP VENT PIPE

CHECKED BY:

450

DEALT BY:

700

V 450

DESIGN:

PRODUCED BY AN AUTODESK STUDENT VERSION

150 TH RAINWATER DOWNTAKE PIPE(RWDP)

SLAB PROJECTION OF FIRST FLOOR

PRODUCED BY AN AUTODESK STUDENT VERSION

1 EXT.WALL SECTIO SCALE-1:100

WORKING DRAWING

PRODUCED BY AN AUTODESK STUDENT VERSION

PROJECT CON

HRITHIK AR

PRODUCED BY AN AUTODESK STUDENT VERSION

3 STAIR-HEAD

6000

CLIENT

WD VISIT

STAIR-HEAD

KEY PLAN(NOT

750 1200

1200 750

4230

750 1200

1200 750 750

1200

PHE SHAFT

(1200x4250

1100

1200

SLAB PROJECTION OF FIRST FLOOR

15954

886

4570

2393

LIFT SHAFT 3

3300

2470

2770 4810 6000

6000

5400 5400

5700

3378 D4

1200

6000

LVL -3500

6000

25186

5400

50000

FIRE-TRUCK

LANDSCAPING

4125

18300 ROOF PROJECTION OF SECOND FLOOR

5400

6000

3500(20 EQUAL RISERS)

3500

3500(20 EQUAL RISERS)

3500 1200

3500

3500(20 EQUAL RISERS)

1200

3500

3500(20 EQUAL RISERS)

3500(20 EQUAL RISERS) 3500(20 EQUAL RISERS)

1200

3500

3500(20 EQUAL RISERS)

1200 STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

89 STAIRCASE-ST 1

WIDTH-1500 MM TREAD-300 MM 87 85

RCC STAIR WAIST SLAB (150 MM THICK)

FLOOR FINISH(TYP)

GROUND FLOOR

1220

150

9 7 5

1900 450 MM HIGH PLINTH (FORMED GROUND LEVEL)

3500

3500(20 EQUAL RISERS)

1109 3205

LVL 0.0

2000

1200 3500

3500(20 EQUAL RISERS)

GROUND,FIRST AND OFFICE

900

3500

3000(18 EQUAL RISERS)

3000

900

3000

3000(18 EQUAL RISERS)

10 MM THICK 100 HIGH SKIRTING (TYP)

MID-LANDING 1

(-)11.380 FFL MID-LANDING 1

GROUND,FIRST AND OFFICE

10 MM THICK 100 HIGH SKIRTING (TYP) 100 THICK PCC SLAB LAY-OFF( ON GRADE)

(-)11.380 FFL MID-LANDING 1

150 THICK HARD-CORE SOLING

CONSTRUCTION D

100 THICK PCC SLAB LAY-OFF( ON GRADE)

STRUCTURAL CON

150 THICK HARD-CORE SOLING

MEP CONSULTAN

3 EXT.WALL SECTION C 4 EXT.WALL SECTION D

PRODUCED BY AN AUTODESK STUDENT VERSION SCALE-1:100

GROUND,FIRST AND OFFICE

ENGINEERING

360

450

2545 MM WIDE CORRIDOR

MID-LANDING 1

LOCATION

(-)7.880 FFL MID-LANDING 2

DA RAMP (1:12 SLOPE)

450 MM HIGH PLINTH (FORMED GROUND LEVEL)

(+)0.470 FFL

WIDTH-1500 MM TREAD-300 MM

300

1900

RCC BEAM (600 DEEP) (-)7.880 FFL MID-LANDING 2

900

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

MID-LANDING 2

5 STAIRCASE-ST 1

2545 MM WIDE CORRIDOR

TRC

(-)11.530 FFL

DA RAMP (1:12 SLOPE)

3500

3500(20 EQUAL RISERS)

1200 3500(20 EQUAL RISERS)

900

3000(18 EQUAL RISERS) 3000(18 EQUAL RISERS)

3000(18 EQUAL RISERS)

900 27

BASEMENT 4

1200

3500(20 EQUAL RISERS) 3000(18 EQUAL RISERS)

300

1220

360

3500

CONTRA

RCC BEAM

MID-LANDING 2

19 17

(+)0.470 FFL

450

2545 MM WIDE CORRIDOR

(600 DEEP) FLOOR FINISH(TYP) (-)4.380 FFL MID-LANDING 3

3000

3500

ENTRANCE PORCH

ON A 2 EXT.WALL SECTION B

RCC STAIR WAIST SLAB (150 MM THICK)

33 31

CLIENT

(-)4.380 FFL MID-LANDING 3

MID-LANDING 3

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

MID-LANDING 3

STAIRCASE-ST 25 1 WIDTH-1500 MM TREAD-300 MM 23

2545 MM WIDE CORRIDOR

GROUND FLOOR

(-)8.530 FFL

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM 43 41

DESCRIPTIO

FLOOR FINISH(TYP)

BASEMENT 3

RCC BEAM(600 DEEP)

(-)2.530 FFL

3000(18 EQUAL RISERS)

200

3500

ENTRANCE PORCH

(-)0.880 FFL MID-LANDING 4

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

2545 MM WIDE CORRIDOR

MID-LANDING 4

3000(18 EQUAL RISERS)

300

(+)3.970 FFL

(+)0.470 FFL

CONTROLLED CO CODE

TYPE

(-)0.880 FFL MID-LANDING 4

MID-LANDING 4

55 53

2545 MM WIDE CORRIDOR

3000

200

RCC BEAM(600 DEEP)

ROUND FLOOR

(-)5.530 FFL

EMPLOYEE COMMON SPACE

DATE

SCHEDULE OF OPE

FLOOR FINISH(TYP)

(+)2.620 FFL MID-LANDING 5

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

67 STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

2545 MM WIDE CORRIDOR

BASEMENT 2

FIRST FLOOR

(-)2.530 FFL

3000(18 EQUAL RISERS)

300

3500

FIRST FLOOR

3000

200

(+)3.970 FFL

BASEMENT 1

EMPLOYEE COMMON SPACE

2545 MM WIDE CORRIDOR

(-)2.530 FFL

230 MM THICK BRICK WALL

MID-LANDING 5

(+)0.470 FFL

BASEMENT 1

3000

200

3500

MM THICK BRICK WALL

(+)7.470 FFL

GROUND FLOOR

BASEMENT 1

RETAIL SPACE

BASEMENT 1

2545 MM WIDE CORRIDOR

SECOND FLOOR 230

GROUND FLOOR

(+)2.620 FFL MID-LANDING 5

MID-LANDING 5

300

(+)0.470 FFL

2545 MM WIDE CORRIDOR

GROUND FLOOR

(+)3.970 FFL

3000(18 EQUAL RISERS)

SL.NO

RCC STAIR WAIST SLAB (150 MM THICK)

3500

REVISIONS:

(+)6.120 FFL MID-LANDING 6

1200

3500

RCC COMP 230 M 4MM T 150 TH

(+)6.120 FFL MID-LANDING 6

LEGENDS:

3500(20 EQUAL RISERS)

101

105 MID-LANDING

3500(20 EQUAL RISERS)

300

1200

3500(20 EQUAL RISERS)

105 MID-LANDING

DESIGN:

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM 109

107

7535

10000

300

1200

3500(20 EQUAL RISERS) 3500(20 EQUAL RISERS)

300 3500

(+)9.620 FFL MID-LANDING 7

900

3500

200

FIRST FLOOR

PANTRY

RETAIL SPACE

230 MM THICK RETAINING WALL

6815

111

2545 MM WIDE

(+)3.970 FFL

COMPACTED EARTH FILL

SCALE-1:100

DESIGN CONSULTANTS

LANDSCAPE CON DESIGN CONSULTANT

SHEET TITLE DRAWING NO:

SKIN

SDB- 1

HRITHIK SHRIDH 1RW18AT043

PRODUCED BY AN AUTODESK STUDENT VERSION

SCALE-1:100

115

101

3500(20 EQUAL RISERS)

PANTRY

(+)0.470 FFL

STILT LEVEL

113

(+)3.970 FFL

(+)7.470 FFL

ANCHOR RETAIL

STILT LEVEL

117

119 117

2545 MM WIDE

FIRST FLOOR

FLOOR FINISH(TYP) FLOOR FINISH(TYP) (+)9.620 FFL MID-LANDING 7

MID-LANDING 7

119

113

3500

200

FIRST FLOOR

3500

1975

(+)10.970 FFL

SECOND FLOOR

230 MM THICK RETAINING WALL

125

MID-LANDING 7

RCC STAIR WAIST SLAB RCC STAIR WAIST SLAB (150 MM (150THICK) MM THICK)

121

115

(+)13.120 FFL MID-LANDING 8

ANCHOR RETAIL

ANCHOR RETAIL W3

COMPACTED EARTH FILL

125

2545 MM WIDE CORRIDOR

BASEMENT 1

230

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

129

3500

1975

(+)7.470 FFL

200

ANCHOR RETAIL

RCC CHAJJA (600 MM PROJECTION)

THIRD FLOOR

200

3500

ECOND FLOOR

6815

(+)10.970 FFL

10 MM THICK 65 MM THCIK 100 HIGH SKIRTING CORIUM WALL FINISH (TYP) (TO MANUFACTURE STANDARDS)

230

131

127

SECOND FLOOR

(+)13.120 FFL MID-LANDING 8

MID-LANDING 8

107

THIRD FLOOR

10 MM THICK 100 HIGH SKIRTING (TYP)

(+)7.470 FFL

133

131

109

3500

RCC BEAM (600 DEEP)

135

133

127

2000

RCC BEAM (600 DEEP)

65 MM THCIK CORIUM WALL FINISH (TO MANUFACTURE STANDARDS)

230 MM THICK BRICK WALL

137

135

145

111

RCC BALCONY SLAB

FLOOR FINISH (TYP)

RCC BEAM (600 DEEP)

(TYP)

141

129

SECOND FLOOR

(+)10.970 FFL

FLOOR FINISH (TYP)

RCC BEAM (600 DEEP)

230 MM THICK BRICK WALL

PANTRY

2545 MM WIDE D3 CORRIDOR

MID-LANDING 8

139

3500

2545 MM WIDE CORRIDOR

3500(20 EQUAL RISERS)

PANTRY

141 139

(+)7.470 FFL

RCC BALCONY SLAB

HIRD FLOOR

149

137

THIRD FLOOR

10 MM THICK 10 MM THICK 100 HIGH SKIRTING (TYP)100 HIGH SKIRTING

151

149

300

BALCONY 2000

153

DESIGN TEAM:

PROJECT NO: (+)16.620 FFL MID-LANDING 9

MID-LANDING 9

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

3500(20 EQUAL RISERS)

(+)14.470 FFL

200

200 (+)7.470 FFL

3500

3500 SECOND FLOOR

200

BALCONY

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

155

151

3500

FOURTH FLOOR

OFFICE

200

(TYP)

3500

3500 OFFICE W4

161 159 157

145

(+)10.970 FFL

159 157

153

147

(+)14.470 FFL

-THIS DRAWING IS TO BE READ ONLY AND NOT -THIS DRAWING SHALL BE READ IN CONJUNCTI AND SERVICES DRAWINGS.ANY DISCREPANCY THE CONSULTANTS WITHIN 7 WORKING DAYS O PROCUREMENT/EXECUTION OF THE DRAWINGS

DATE:

161

155

230 MM THICK BRICK WALL

(+)16.620 FFL MID-LANDING 9

MID-LANDING 9

165

-ALL DIMENSIONS ARE IN MILLIMETERS. -THIS DRAWING IS A COPYRIGHT AND PROPERT TO BE PRODUCED,COPIED OR HANDED OVER OTHER THAN FOR IT IS INTENDED FOR. -ALL DIMENSIONS SHALL BE VERIFIED ON THE S ANY DISCREPANCY SHALL BE BROUGHT TO TH

CHECKED BY:

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

167

2545 MM WIDE CORRIDOR

(+)20.120 FFL MID-LANDING 10

MID-LANDING 10

169

2545 MM WIDE CORRIDOR

FOURTH FLOOR

10 MM THICK 10 MM THICK 100 HIGH SKIRTING (TYP) 100 HIGH SKIRTING

173 171

3500(20 EQUAL RISERS)

3500

LANDSCAPING

DEALT BY:

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

147

RCC BALCONY SLAB RCC BALCONY SLAB

FINISH(12 MM THICK)

175

167

(+)14.470 FFL

PANTRY

(+)10.970 FFL

INTERNAL WALL PLASTER INTERNAL WALL PLASTER FINISH(12 MM THICK)

(+)14.470 FFL

171

169

2000

177

173

300

3500

200

THIRD FLOOR

181 179

(+)17.970 FFL

200

3500

PANTRY

179 177

2545 MM WIDE CORRIDOR

FIFTH FLOOR

FLOOR FINISH (TYP)

THIRD FLOOR

175

185

165

OFFICE

187

2545 MM WIDE CORRIDOR

(+)20.120 FFL MID-LANDING 10

MID-LANDING 10

189

181 3500(20 EQUAL RISERS)

185

230 MM THICK BRICK WALL

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

191

1200

10 MM THICK 100 HIGH SKIRTING (TYP)

187

3500(20 EQUAL RISERS)

(+)17.970 FFL

BALCONY

189

194

193

3500

(+)14.470 FFL

(+)17.970 FFL

BALCONY

2545 MM WIDE CORRIDOR

TERRACE LEVEL

2000

-PROJECT MANAGERS TO REVERT BACK WITHI BUILDABILITY ISSUES.IF OTHERWISE,IT WOULD DARWINGS/DESIGN AND OWN FULL RESPONSIB

191

FIFTH FLOOR

230 MM THICK 300 HIGH STAIR-HEAD PARAPET

STAIRCASE-ST 1 WIDTH-1500 MM TREAD-300 MM

193

3500(20 EQUAL RISERS)

PANTRY

FIFTH FLOOR

W4 OFFICE

1630

5550

6152

-DRAWING APPROVAL IS FOR THE CONFORMIT RELIEVE THE PROJECT MANAGERS/CONTRACT ACCURACY,INTEGRATION AND FITNESS FOR FU

194

300

(+)14.470 FFL

FOURTH FLOOR

PANTRY

RCC BALCONY SLAB BOARD INSULATION

2545 MM WIDE CORRIDOR

FOURTH FLOOR

BOARD INSULATION INSULATION BOARD

(+)3.970 FFL

230 MM THICK 1220 HIGH PARAPET WALL FROM TOC

300

3500 3500

200 200

FOURTH FLOOR

2000

RCC STAIR WAIST SLAB

RST FLOOR

LIFT MACHINE ROOM TRAVEL SPEED:1M/S LOAD CAPACITY:800 KG

1200

200

3500

230 MM THICK 1220 HIGH PARAPET WALL FROM TOC

INSULATION BOARD

OURTH FLOOR

LMR LEVEL (+26.870 FFL)

6000

SITE BOUNDARY

(+)21.470 FFL

2000

RCC STAIR WAIST SLAB (150 THICK) (150 THICK)

ANCHOR +0.45M

6000

5400

NOTES:

PRODUCED BY AN AUTODESK STUDENT VERSION

CORIUM LINTEL TRIM

WAITING LOBBY

(2700X28

5400

TO FIRST FLOOR

230 MM THICK 300 HIGH STAIR-HEAD PARAPET

5400

200

3500 OFFICE

OFFICE

BALCONY

(+)17.970 FFL

(+)21.470 FFL

TERRACE LEVEL (+)21.470 FFL

BALCONY

FTH FLOOR

TERRACE LEVEL

6000

3870

8770

5700

200

TERRACE

(150 THICK)

LMR LEVEL (+26.870 FFL)

6000

FIFTH FLOOR

2000

CORIUM LINTEL TRIM

7535

6000

1220

3500

RCC BALCONY SLAB 50 MM CAVITY

LADIES TOILET (6200x6000

1900

6300

LIFT MACHINE ROOM TRAVEL SPEED:1M/S LOAD CAPACITY:800 KG

FIFTH FLOOR

(+)17.970 FFL

RCC BALCONY SLAB

2000

B D1

FORMED BY USING WOODEN BATTEN 50 MM CAVITY RCC CHAJJA FORMED BY USING (600 MM PROJECTION) WOODEN BATTEN

1450

1700

1770

5400

BILLING DES

OFFICE

BALCONY

RCC STAIR WAIST SLAB (150 THICK)

DA TOILET (3000x3100

1000

EXIT

LVL +3950

(+)17.970 FFL

2000

2700

1450

6000

1500

5800

1450

900

1450

(6200x6000

3000

(+)21.470 FFL

BALCONY RCC BALCONY SLAB

1450 3700

GENTS TOILET 800

TERRACE LEVEL

3500 OFFICE

RCC CHAJJA (600 MM PROJECTION) RCC STAIR WAIST SLAB

LANDSCAPING 6000

12300

2000

125 MM THICK 300 HIGH STAIR-HEAD PARAPET

(+)21.470 FFL

6000

65 MM THCIK CORIUM LINTEL TRIM CORIUM WALL FINISH (TO MANUFACTURE STANDARDS)

ERRACE LEVEL

6000

TERRACE

CORIUM LINTEL TRIM

14000

(+)21.470 FFL

65 MM THCIK 230MM THICK 1220 HIGH PARAPET WALL CORIUM WALL FINISH FROM TOC (TO MANUFACTURE STANDARDS)

125 MM THICK 300 HIGH STAIR-HEAD PARAPET

TERRACE LEVEL

750

200

6000 TERRACE

230MM THICK LMR LEVEL 1220(+26.870 HIGH PARAPET WALL FFL) FROM TOC

1500

1220

LMR LEVEL (+26.870 FFL)

3825

TYPE

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK S

COMPETITION ENTRY

UTODESK STUDENT VERSION

STUDENT VERSION

GRAND JURY WINNERS

PRODUCED BY AN AUTODESK STUDENT VERSION

SAT -PRANALI

CONTEST

SOLAR DECATHLON INDIA, 2021-2022

DIVISION

OFFICE

SITE AREA

2250 SQ.M

SAT -PRANALI is a net zero energy and water office building designed keeping various aspects as health and well-being,scalability, market potential ,affordability and innovation strategies in mind. PROJECT PARTNER

Team Global Logistics

LOCATION

Mylapore,chennai

LATITUDE

13°2’33.77” N

LONGITUDE

80°16’28.99” E

CLIMATE ZONE

Warm and Humid

PROFILE OF OCCUPANTS

White-collar workers

HOURS OF OCCUPATION

9 am- 5 pm

PRODUCED BY AN

ENERGY OPTIMISATION

Building EPI- Proposed vs Base case

The project SAT-PRANALI is located in PV Kovil street, Mylapore Chennai with 2-storey housing to the north, and a Mediscan building to the south. It is a four floor head office building proposal for Team Global Logistics private limited.

Sun-Path analysis

SOLAR DECATHLON INDIA

Design Development

We use natural ventilation for the months of Jan, nov, and December, and the predominant winds during these months are from North eastern side which are captured by the large northern windows. Natural ventilation is aided by HVLS fans that increase the air speed. The achieved EPI of 45 kwh/sqm per year which is a reduction of 58% from the basecase. This is done by using passive design strategies such as envelope optimization,natural ventilation and usage of appropriate shading devices. Wind-Rose digrams

Transverse section showing wind-flow network

Adaptive Comfort Band overlay on Annual simulations graph

Possibilities of different modes of operation throughout the year

Window detail section – Southern facade

Assessment of sight angle of the occupant

Visualisation of terracotta blocks maximizing airflow into building interiors

SOLAR DECATHLON INDIA

Terracotta modules

Exploded isometric scenario of the net zero-energy-water design

PRODUCED BY AN AUTODESK S

n this competition we were invited to design a ‘designers’ work studio which can break the conventional model for small office spaces, and create a space that fosters innovation, collaboration and productivity.

PRODUCED BY AN AUTODESK STUDENT VERSION

The competition also proposed the studio to be envisioned in a distinctive material character and texture. The brief emphasizes, and is conscious of the need to adapt and reuse building material wherever possible. Hence, rather than constructing something anew, the entire project was proposed to be built from used shipping containers as the key building material.

CONTAINER STUDIO|ARCHDAIS

UTODESK STUDENT VERSION

STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

Rendered visualisations

PRODUCED BY AN

PARAMETRIC DESIGN PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK S

UTODESK STUDENT VERSION

54 PARAMETRIC DESIGN

PARAMETRIC DESIGN

PRODUCED BY AN AUTODESK STUDENT VERSION

STUDENT VERSION

ALTERNATE REALITIES KEY TERMS

Parametric, defiance, otherworldly, human-centric

SITE

Cubbon Park,Bangalore

SITE AREA

6359.54 SQ.M

s a part of the workshop program conducted by Design Interventions, the intent here was to create an otherworldy form of architecture inspired by the different tools learnt using Grassshopper, Maya and other such related softwares, thereby designing a human-useable space using a parametric approach. This formed the basis for the closure of the workshop at the endth of it’s 11th week

PRODUCED BY AN

ALTERNATE REALITIES

Rendered visualisations

PHOTOGTRAPHY AND ART PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK S

UTODESK STUDENT VERSION

58 MISCELLANEOUS WORKS

STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

MISCELLANEOUS WORKS Here’s a delve into the most interesting of all the academic-oriented works, artworks and photography. These portray representative methods of conceptualizing design at initial phases, abstract artworks, illustrations and the skillsets accumulated throughout the years of my architectural expedition. Having received many awards and accolades in the recent past for my artwork, I’ve also been practicing Kathak and percussions for fifteen years now which adds to my proffesional career.

PRODUCED BY AN

PHOTOGRAPHY 60

PHOTOGRAPHY

Gardens by the bay,Singapore

62 PAINTINGS

OIL ON CANVAS

WATER COLOURS

ACRYLICS

64 PAINTINGS

OIL ON CANVAS

WATER COLOURS

ACRYLICS

PEN AND INK

This portfolio is solely for the purpose of internship program in Architectural firms.All works are carried out by Hrithik Shridhar,unless mentioned otherwise.

hrithikshridhar@gmail.com hrithik_shridhar_

+91 9845572049