Architecture Portfolio (Selected work 2018-22) by Varun Athotra

VA_Vol 1

Architecture Portfolio Varun Athotra

Selected Works 2018-22 Sushant School of Art and Architecture (2018-23)

VARUN ATHOTRA I’m an creative person and very meticulous about mywork. Creating new things, exploring new materialsand techniques excite me the most. Leadership, Problem solving and Resilience are mycore skills, which I have acquired throughout my timein the field of architecture. +91-9713048784 varun.athotra@gmail.com Rudraksh Park Phase 2, Bawadiya Kalan, Bhopal, M.P. https://www.linkedin.com/in/varun-athotra-74641317b/ athotra-74641317b/

REFERENCES

1. Ashish Aggrawal S G KREATIVE, Gurgaon, India

2. Niraja Adloori Professor, Vastu Kala Academy

ashish2908@gmail.com

+91-8447111088

3. Yusuf Arsiwala Founder & Managing Director at RootBridge Collab, Delhi, India +91-9601076839

EDUCATION

PROFESSIONAL EXPERIENCE 1. SAVERA VENTURES - Internship

1. CLASS X - 2016 St. Joseph Co-Ed School Bhopal (M.P)

2. CLASS XII - COMMERCE - 2018 St. Joseph Co- Ed School Bhopal (M.P)

3. UNDERGRADUATE - ARCHITECTURE

2018-2023 Sushant School of Art and Architecture

- Worked as Intern for 1 month. - Contributed in renovation of an Railwaystation. - Designed a kiosk (Shawarma Kiosk) July 2021 Bhopal, M.P

2. Interior design of a 2 BHK flat Freelance Project June 2021 Bhopal, M.P

3.Interior Design of a 3 BHK Flat Freelance Project November 2021 Delhi, U.P

SKILL

4. Backyard Design Client Name - Rohit Athotra Freelance Project

AUTODESK Autocad Revit

ADOBE

January 2022 Rewa, M.P.

ADOBE (3D and Rendering)

SOFT SKILL

Photoshop Indesign

Sketchup Enscape Rhinoceros 3D Lumion

PHYSICAL MODEL MAKING

MICROSOFT OFFICE

Word, Powerpoint, Excel

ADAPTABLE

NATIONALITY

PUNCTUAL

INDIAN

PATIENCE

LANGUAGES 1. HINDI 2. ENGLISH 3. PUNJABI

Native Fluent Fluent

TEAM WORK

TABLE OF CONTENT semester | year

RE - LOOP

Sama Dhruva (Level Knot)

Building Construction

page no.

06 | 2021

01 - 14

05 | 2020

15 - 28

04 | 2020

29 - 34

Building Construction

05 | 2020

35 - 44

Adance Building Construction

06 | 2020

45 - 58

Urban Design

07 | 2021

59 - 70

Dissertation in Architecture 2021-2022

07 | 2021

71 - 74

Resilient Hybrids | Reimaged Public Space

Adaptive Habitat | Resilient Place

R.C.C. Construction

Steel Construction

Semester 5 Design (Sama Dhruva)Working Drawing

DÉJÀ VU Studio - Network Studio

Evolution in Archi-Machinery

page no.

House Interior

Food Shop Design - jaffa

75 - 84

Freelance Work in Collabiration with P.R.S Associates, Delhi. A-126 Vasant Kunj, New Delhi

85 - 92

Freelance Work, Bhopal , M.P.

B-28 Aakriti Retreat, Co-Operative Society,Bawadiya Kalan, Bhopal, M.P.

Freelance Work in collabiration with Savera Ventures, Bhopal.

93 - 98

10 no. Market near fulvaari, (opposite manjeet), Bhopal, M.P.

Miscellenius Work Material Techniques and Processes Project Semester Year

: Academic : 04 : 2020

Building Construction furniture making Project Semester Year

103

: Academic : 01 : 2018

Model Making Project Semester Year

99 - 102

: Academic : 01, 04, 05 : 2018 - 2020

104

RE-LOOP

Supplementary space on our site called the Cultural Street for the local residents and other people to sit and enjoy. Codesigned with Kshitij Sethi

Site Name : Sikanderpur Metro Station Global-Coordinates : 28.2859 °N 77.0534 °E Altitude : 247 M Site Location (Macro) : Gurgaon Golf Course Road Site Location (Micro) : Sikanderpur Metro Station Topographical Features : Strata (Soil Type/ Terrain Characteristics) Plain Site (Minimal Contours) with Loamy Soil Vegetation - Ample Vegetation around Edges Area : 33000 Sq. Meters

The Feasibility of this X-Factor depends on the results of the research that indicates that culture centers are important for local communities as a venue of organizing their leisure, providing opportunities for self-expression, initiatives and cultural education. 23:00

00:00

Female Population - 6,97,742(23%)

Old Adults

Male Literacy

Male Population

Children (Under 15 Years)

Average Literacy

Total Population Female Literacy - 84.7% (31%)

Children - 5,05,488 (33%)

Average Literacy - 84.7% Total Population - 15,14,432 (50%)

01:00

Male Population - 8,16,690 (27%)

02:00

22:00

Visitors of X-Factor

03:00

21:00

04:00

20:00

Male Literacy - 90.46 (36%)

Population

Adults - 8,07,866 (53%)

Literacy

Age Demographic Defense - 633 (1%)

Unemployed - 34,832 (2%)

Students

19:00

Rural

Casual Employment

Urbanized

Public Transport

Rural - 472,179 (32%)

Employed

Industrial

Transport - 4428 (13%)

Commercial

6,25,461 (41%)

05:00

06:00

Residential

Urbanized - 1,042,253 (68%)

Employed - 8,54,139 (56%)

Professionals and Performers

Activity Mapping for X-Factor

Defense

Public - 5,677 (17%)

Unemployed

Casually Employed

18:00

Old - 2,01,076 (13%)

Female Literacy

Female Population

Residential - 16021 (48%)

Industrial - 4613 (13%) Commercial - 1616 (4%)

Urbanization Demographic

Employment Demographic

Land Demographic

Skill School Users

17:00

07:00

16:00

Shoppers and Eaters

08:00

09:00

15:00 14:00 12:00

Old

Female Population - 6,97,742(23%)

Adults

Business People

10:00 13:00

Old - 2,01,076 (13%)

Male Population

Children (Under 15 Years)

Total Population

11:00

The Sikanderpur site is an important junction in the overall aspect of Gurgaon as it connects 3 major roadways whilst simultaneously connecting the 2 important metro stations of Gurgaon. Thus the feasibility of the Program as a Youth Recreation Center in the heart of Gurgaon makes sense as it provides a gateway for the people nearby to connect and socialize.

Female Population

Children - 5,05,488 (33%)

Total Population - 15,14,432 (50%) Adults - 8,07,866 (53%)

Male Population - 8,16,690 (27%)

Age Demographic

Population

Entrance Amphitheatre Primary Circulation Secondary Circulation Zoning

Kiosks and Hawkers F5.6

Near Adajacent Far Away

Cafe

Amphitheatre F5.2

In accordance with the aspects of accessibility and permeability, the site is located on a busy intersection of busy roads, along with Metro Stations located next to it. The analysis of the pedestrian and vehicular entries and exits on the site, along with potential noises on the edge conditions, helped us in understanding the potential area where the structure could be built.

Performing Arts Arena F5.3

Cafe F5.5 03

Skill School

Kiosks

Public Space

Entrance F5.1

Theatre School

Skill School F5.4

The Demographic of the various groups ranging from Office People to Labourers. Another major demographic found at the site was immigrants who came from many other states. Apart from Precipitation, Pollution is another main issue, located on the cusp of major transportation roadway, pollution and smog may occur due those transportation related emissions from the many vehicles that use the major roadways daily.

Volumatric Iteration - 1

Volumatric Iteration - 2

BUSINESS HOTEL

COMMERCIAL OFFICES

COMMERCIAL OFFICES BUSINESS HOTEL

RETAIL X FACTOR

RETAIL

X-FACTOR ENTRANCE

ENTRANCE

Concept - Privacy Levels (Public to Private)

Inferences The most public functions included the Retail, X-Factor Spaces within which also the Privacy levels differed. Above the X-Factor is the Business Hotel which is a semi private space with hotels and banquets located at the bottom and the Rooms at the top. The Office function which is the most private is connected to the Business Lounge of the Hotel at the top.

Concept - Views

Inferences In the concept of views we arranged the spaces in the order of hierarchy where the maximum views of the surroundings would be required and where they wont be as influential. The Spaces that require views for its experiential quality are the Business Hotel and Commercial Offices, as much of hotel rooms depend on rooms.

Volumatric Iteration - 4

Volumatric Iteration - 3

BUSINESS

X-FACTOR BUSINESS HOTEL

COMMERCIAL OFFICES

RETAIL

COMMERCIAL

RETAIL

BUSINESS

X-FACTOR

ENTRANCE

Concept - Compactness

Inferences Unlike the previous 2 concepts, we unified the structure into a more basic and refined idea with each space being constrained, the overall experience of the site would be created through this only. The Compactness of the structure would further be utilized in the Final Iteration making the whole Final Idea more user experience oriented.

X-FACTOR

ENTRANCE

Inferences In the Final Evolution of the Volumetric Iteration, we created the idea by combining the inferences. From Privacy, we took the vertical stacking of the structures. From Views, we took the concept of view for user experience oriented functions. From Compactness we took the stacking of larger spaces, such as Business Hotel 04 and Offices.

Process

The Final Layer we utilized for creation of the final hybrid was the Social Layer (Urban Porosity) where we restacked and reimagined the spaces in our structure while adding numerous terraces, open gardens, etc. These spaces would act as hot spots for outdoor gathering on the structure.

Process

ILTERATION B - Process

Process

Here we focused on connecting the whole structure through an outward facade that would act as connecting space and an outdoor space at the same time hence creating loops and many different types of voids connecting each and every space, and creating a public space outdoor.

Process

For our derivation of our form iterations, we took certain lenses/layers that helped us in creating and shaping the final form iteration. The Layers that we considered and utilized in the process were – Views, Entries and Exits, AD5, and Social Layer.

ECOLOGICAL COMPONENT

The Form Iteration 1 was the first alteration of the Vertical Hybrid structure. In the FI 1 we undertook certain aspects such as Views, Climate, Circulation, Entries and Social Structure in order to create the final form.

The Form Iteration 2 was our another attempt at the creation of a working form that showed what we wanted from the site in terms of parameters. In contrast to the physical parameters that we took for the first iteration, in this we took our earlier concepts of an interlace ribbon structure inspired from for AD5 initial design inspiration of the Endless Knot.

Cores in the Structure

Final Form Ecological Component We wanted to incorporate Passive Design Strategies, particularly for Ventilation in order to combat the ventilation required for our Public Spaces that we have created in our structure as the overall poop. In order to create these passive design ventilation techniques, we undertook the concept of the Wind Catchers in order to ventilate the overall systems we have created in our structure.

Privacy Levels

06 Private Level

Semi Public Level

Public Level

COMBINATION OF 2 FORMS We took the Final Formulations of the 2 Iterations we had made and created a hybrid out of it in order to incorporate fully our AD Sem 5 Concepts that we wanted to take forward, particularly the Endless Loop. Section 1 - Connections

Section 3 - Connections

Wind Tower 1

Wind Tower 3

Wind Tower 2

Section 2 - Connections Entries and Exits to the Structure

Section 4 - Connections Entries and Exits to the Structure

Air Circulation in the Loop

Loop Component The loop component that we utilized in our structure is inspired from the AD Sem 5 Learning of the Endless Loop and its application in structure. We have undertaken the same concept forward more like a Ribbon structure of Open and Public Spaces that connect each and every level together in the Hybrid and bring the structure together as a whole.

Air Circulation After Understanding the connections of the entries and exits we had, we reworked the overall circulation of air inside the lopped structure. The Sections made us understand that where the air and its circulation will travel through and where they will interact with the structure.

Combination of 2 Forms We took the Final Formulations of the 2 Iterations we had made and created a hybrid out of it in order to incorporate fully our AD Sem 5 Concepts that we wanted to take forward, particularly the Endless Loop.

ECOLOGICAL COMPONENT

Spring and Summer

Ecological Component – Working January-54% February-45% March-37%

Summer

April-28% May-31% June-40%

Monsoon

July-63% August-69% September-59%

Winter

October-45%

08 November-47% December-55%

ECOLOGICAL COMPONENT - Green Facade

SITE PLAN

Sikanderpur Metro Station MehrauliGurgaon Road

Rapid Metro Station

Exit Main Structure

Golf Course Road Cultural Street Entry

SECTION

A’

B’

RENDERED VIEWS

Sama Dhruva (Level Knot)

A Centre integrating Leisure, Providing Opportunities for Self-expression, Initiatives whilst Providing a base for cultural interaction. Codesigned with Kshitij Sethi

Site Name - Gurgaon Site Global - Coordinates 28.4328 N 77.1060 E Altitude - 249 M Site Location (Macro) - Gurgaon Golf Course Road Site Location (Micro) - Sector 54 Strata (Soil Type/ Terrain Characteristics) - Barren Terrain with Loamy Soil Type Area - 9000 Sq. Meters Vegetation - Non Existent Vegetation 15

INSPIRATION Buddhist symbolism is the method of Buddhist art to represent certain aspects of dharma, which began in the fourth century BCE. In Buddhism, the Eight Auspicious Symbols are a set of objects that represent qualities of enlightenment and serve as teaching tools. For this program we have chosen the EndSa piece of imagery present throughout many ancient cultures and beliefs. In Buddhism the knot serves as a symbol of the Buddha’s endless wisdom and compassion in addition to eternal harmony.

The Imagery signifies the Dramatic Interplay and Interaction of the Opposing Forces in the Dualistic World of Manifestation, leading to their union, and ultimately to harmony in the universe.

INITIAL PROTOTYPES - Module Generation

PROGRAMMING AND ZONING

The Program we had chosen for the site was an institution – Learning Centre. This Learning Centre helps us in creation of the resilience programme through its Community, Cultural and Social Resilience. The Program of the Learning Centre is an umbrella containing various institutions existing in an interconnected manner. In order for the specifics we have the following in the site – Exhibition Space Cultural Centre Food Street Open/Closed theatres Institution (Propagation of culture and arts in the community) Stage Areas Pavilions

Programming of the site assisted us in understanding what would the overall site encompass. This Programming is a critical step in respect to our chosen system as it entails the overall layout and design of specific spaces as well as the site. First we 18 identified the User Groups that would use our site and then isolated the most utilised circulation routes for the site to function upon.

VOLUMETRIC ITERATION The Site had a variety of parameters that would affect the development of the overall layout of the Iterations, such as the Views, Noise and the Entries which physical affect the layout and design of the site.

Site

FORM GENERATION - Prototyping on site

Iteration 2

Iteration 3

Iteration 1

Iteration 2

Iteration 3

Iteration 1

Iteration 2

Iteration 3

Culture

Program

Iteration 1

Movement

FORM GENERATION - Prototyping on site

Iteration 2

Iteration 3

Iteration 1

Iteration 2

Iteration 3

Iteration 1

Iteration 2

Iteration 3

Element – Sun

Technology

Iteration 1

CONCEPTUALIZATION

Initial form

Grid form

EVOLUTION OF FORM Evolution of Form through Algorithms (Initial to Grid Form) – The use of Algorithm evolved 6 Different Iterations where the variables of Grid (5x5 Meters drawn on the basis of the 2 Axes), Height of Structure (3-4 Meters of each unit) and Death Logic (Using of Curves at a Standard Length). The Chosen Configuration (GxD2) was then used on the site and refined further using site conditions such as Access Points, Contours, etc and then remodelled into the Grid making the Final Iteration of our overall form.

Access and Entries

Algorithm

Circulation Spaces

Knot Structure

Circulation Cores

Open Spaces and Courtyard

SITE PLAN

FLOOR PLANS

Basement Plan

First Floor Plan

Ground Floor Plan

Second Floor Plan

VIEWS / SECTION

3 29

Building Construction R.C.C. Construction Steel Construction Project : Academic Semester : 04 Year : 2020

PLANS CORE AREA 10500mm * 5500mm

LIFT - 2500mm * 2500mm ELECTRIC SHAFT 950mm * 500mm

5000

6500

2250

5250

D 3000

8250

5500

CORE AREA 10500mm * 5500mm

LIFT - 2500mm * 2500mm

ELECTRIC SHAFT 950mm * 500mm

3750

6500

2250

5250

D 3000

8250

5500

3750

GENTS TOILET - 32m2 2 LADIES TOILET - 37.8m

PARKING 5000mm * 2500mm * 24

2000

LIFT 1 12

LIFT 1

1200

STAIRCASE

50 8

4 2

CORE

LIFT 2

5500

BASEMENT LEVEL -2400mm

5500

CORE

LIFT 2

46 56 44 58 42 60

5750

BASEMENT LVL. -2400mm

ELE. SHAFT

FIRST FL. LVL. +4200mm

3500

LADIES WASHROOM 37.8 m 2

1400

3750

GENTS WASHROOM 32 m 2

100

6500

5250

2250

D 3000

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTRUCTION PROG. - B. ARCH SEMESTER - 4 CLASS - 2C DATE - 28 MAR 2020 ALL DIMENSION ARE IN MM

8250

5500

3750

3000

4000

1200

3000

SETBACK NGL. _ +00mm

TREAD - 300 RISER - 150

1500

B 6500

2250

5250

D 3000

8250

5500

3750

2000

4500

STAIRCASE

34 26 36 24 38 22

ELE. SHAFT

16 18

92 88 94 MACHINE ROOM +16700mm

86 96 84 98

82 100

STILT LVL. +900mm

5750

STILT LVL. +900mm

7200

102

3000

5500

CORE

5750

2550

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTRUCTION PROG. - B. ARCH SEMESTER - 4 CLASS - 2C DATE - 28 MAR 2020 ALL DIMENSION ARE IN MM

LIFT 2

01 FL. PLAN FIRST

SIGN -

5500

NGL. _ +00mm

LIFT 1 10

First Floor Plan

SHEET NO. -

5400

GUARD ROOM

SCALE -

1:100

CORE AREA CORE AREA - 10500mm * 5500mm 10500mm * 5500mm LIFT - 2500mm * 2500mm LIFT - 2500mm * 2500mm ELECTRIC SHAFT ELECTRIC SHAFT950mm * 500mm 950mm * 500mm PARKING ELECTRIC ROOM5000mm * 2500mm * 16 5400mm * 4500 mm

1200

BASEMENT PLAN

TERRACE LVL. +14100mm

EMERGENCY STAIRCASE

3000

SETBACK

4 98

100

102

3750

7 4000

3000

SETBACK

50000

Stilt Floor Plan

STILT PLAN

3000

6 1500

4 5

3500

6000

3 RIDGE LINE

5500

4000

3000

SETBACK

5500

35000

GUARD ROOM

4 5 6

Basement Floor Plan

EMERGENCY STAIRCASE

3500

3000

4 5

3750

EMERGENCY STAIRCASE

600

3000

5500

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTRUCTION PROG. - B. ARCH SEMESTER - 4 CLASS - 2C DATE - 28 MAR 2020 ALL DIMENSION ARE IN MM

SCALE -

SHEET NO. -

Second Floor Plan

TERRACE PLAN 02

1:100

SIGN -

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTRUCTION PROG. - B. ARCH SEMESTER - 4 CLASS - 2C DATE - 28 MAR 2020 ALL DIMENSION ARE IN MM

STAIRCASE 5500mm * 3000mm * 2 LIFT - 2500mm * 2500mm FRAMING PLANS ELECTRIC SHAFT 950mm * 500mm

5000

6500

2250

5250

D 3000

8250

F 5500

3750

1 5500

LIFT 1

STAIRCASE WELL

LIFT 2

2 5750

ELE. SHAFT

3000

5500

4 5

3500

STAIRCASE WELL

3750

6 7

STAIRCASE 5500mm * 3000mm * 2 LIFT - 2500mm * 2500mm

Stilt Floor Framing Plan A

STILT ROOF FRAMING PLAN

ELECTRIC SHAFT 950mm * 500mm

F `

6500

5250

2250

3000

8250

5500

TWO WAY BRACING

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTRUCTION 3750- B. ARCH PROG. SEMESTER - 4 CLASS - 2C DATE - 28 MAR 2020 ALL DIMENSION ARE IN MM

5500

STAIRCASE WELL

ELE. SHAFT

5750

THREE WAY BRACING

SIGN -

SHEET NO. -

LIFT 1

LIFT 2

SCALE -

1:100

4 5

3500

STAIRCASE WELL

3000

5500

FOUR WAY BRACING

3750

6 7

First Floor Framing Plan

CORE AREA 10500mm * 5500mm LIFT - 2500mm * 2500mm

SECTION / ELEVATION

ELECTRIC SHAFT 950mm * 500mm

5000

6500

2250

5250

D 3000

8250

5500

3750

PARKING 5000mm * 2500mm * 24

LIFT 1 10

CORE BASEMENT LEVEL -2400mm

5500

LIFT 2

6 4 2

2 5750

ELE. SHAFT

BASEMENT LVL. -2400mm

5500

EMERGENCY STAIRCASE

3500

3000

3750

6 7

1000

3465

4500

1000

TERRACE LVL. 14500mm

SUNKEN SLAB DEPTH FOR TOILET

250

2000

STILT LVL. +900mm

2100

N.G.L _ +00mm

BASEMENT LVL. -2400mm

Section AA’ SECTION AA'

Section BB’

SECTION BB' `

BUILDING SECTION

STILT LVL. +900mm

BASEMENT LVL. -2400mm

FIRST FL. LVL. +4200mm

N.G.L _ +00mm

SECOND FL. LVL. +7500mm

FIRST FL. LVL. +4200mm

SHEET NO. -

SCALE -

1:100

SIGN -

THIRD FL. LVL. +10800mm

SECOND FL. LVL. +7500mm

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTRUCTION PROG. - B. ARCH SEMESTER - 4 CLASS - 2C DATE - 28 MAR 2020 ALL DIMENSION ARE IN MM

TERRACE LVL. 14500mm

THIRD FL. LVL. +10800mm

BASEMENT PLAN

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTRUCTION A PROG. - B. ARCH SEMESTER - 4 CLASS - 2C DATE - 28 MAR 2020 ALL DIMENSION ARE IN MM

SHEET NO. -

SCALE -

1:100

SIGN -

BUILDING SECTION 1

NAME - VARUN A SUB. - BUILDING PROG. - B. ARCH CLASS - 2C DATE - 28 MAR 2 ALL DIMENSION

WOOD PLASTIC COMPOSITES 15mm WOOD PLASTIC COMPOSITES 15mm

1500

METAL MESH CLADDING 3mm

15500

HIGH PRESSURE LAMINATE 2mm

N.G.L _ +00mm

RAMP DOWN

N.G.L _ +00mm

900

2000

TOUGHENED GLASS 8mm

STILT LEVEL +900mm

2000

METAL MESH CLADDING 3mm

11300

WOOD PLASTIC COMPOSITES 15mm

2300

DRY MORTAR

East Elevation

Front Elevation

PCC 60mm

STONE COPPING INNER WALL 10mm

TERRACE LVL. E LVL. BRICK14100mm BAT COBA m 200mm

MORTAR 15mm

PCC 60mm

7 15mm

TILES 30mm

POINTING

EXTERIOR WALL 20mm

BRICK BAT COBA BRICK BAT COBA 200mm 200mm SLAB PCC MORTAR MORTAR PCC 150mm 60mm 15mm TILES 15mm 60mm 30mm VENTILATOR

THIRD FL. LVL. +10800mm

WATER DETAILA A PROOFING DETAIL

SKIRTING 100*10

WATER PROOFING 15mm

TILES PLINTH30mm

300mm*115mm

NGL _ +00mm

PCC GOLA

FL. LVL. mm

THIRD FL. LVL. +10800mm

DETAIL A

WATER PROOFING 15mm

SECOND FL. LVL. +7500mm

STONE COPPING

DETAIL - A SCALE 1:20

TILES MORTAR 30mm 15mm

WATER PROOFING 15mm

TILES INNER WALL 30mm

100*10

PCC GOLA

PLINTH PROTECTION

MATERIAL WATER TO AVOID ABSORPTION OF PROOFING WATER 15mm

DOOR FRAME

PLINTH PROTECTION

DETAIL - B SCALE 1:20

BAT 750mm*100mm

PCC 100mm

5mm DROP

BASEMENT LVL. WATER -2400mm PROOFING 15mm

DETAIL B

NGL _ +00mm

BRICK WALL 230mm

DETAIL BB DETAIL

MUMPTY F.F. BRICK BAT COBA PCC 200mm 60mm

15mm

BROKEN BAT

BRICK WALL 230mm

BASEMENT LVL. -2400mm BRICK WALL 230mm

WATER PROOFING 15mm

POST 40*40

DETAIL - B SCALE 1:20 PCC 100mm

DOOR FRAME

BRICK WORK

ON TOP OF DETAIL -C RCC BEAM FOR ADDITIONAL SCALE STEPS. 1:20

MUMPTY

BRICK WORK ON TOP OF RCC BEAM FOR ADDITIONAL STEPS.

SCALE 1:20

MORTAR 15mm

BROKEN BAT

BRICK WALL 230mm

BRICK WALL BRICK230mm WALL

BROKEN BAT

MORTAR 15mm

RCC FL. SLAB 150mm

BRICK WALL 230mm 230mm BROKEN WATER SLAB BAT PROOFING 150mm 15mm

BRICK WALL 230mm

DETAIL - D SCALE 1:20

MORTAR 15mm

TILES 30mm

WATER PROOFING 15mm

SLAB 150mm

POST 40*40

WATER SLAB BALUSTER PROOFING 150mm 15mm

LEAD FILL

DETAIL - D TILES 30mm

SCALE RCC FL. 1:20 SLAB 150mm

RCC FL. SLAB 150mm - 1 DETAIL

WATER PROOFING 15mm

DETAIL C

DETAIL - 1 SCALE 1:20

BRICK WALL 230mm

TILES 30mm

BRICK BAT TILES PCC PCC MORTARCOBA 30mm 60mm 60mm 15mm 200mm

SLAB 150mm

DETAIL SCALE 1

HANDRAIL HANDRAIL 40*40 40*40 BROKEN BAT

BRICK BAT COBA MUMPTY PCC F.F. 200mm 60mm

BROKEN BAT 750mm*100mm

BRICK BAT COBA PCC 200mm 60mm

MUMPTY F.F.

F.F. PCC DETAIL 5mmPCC - C 100mm BRICK BAT 100mm DROP DETAIL 1 COBA SCALE 1:20 200mm

BRICK WORKBRICK WORK

RCC FL. SLAB 150mm

NGL _ +00mm

MUMPTY F.F.

DETAIL C

30mm

DETAIL - D HANDRAIL 40*40 SCALE 1:20 SLAB 150mm

HANDRAIL 40*40

PCC 100mm

WATER PROOFING 15mm

DETAIL - B SCALE 1:20

ADDITIONAL STEPS. STEPS.

NGL NGL _ TILES MORTAR+00mm _ +00mm

160

DOOR FRAME

5mm DROP

WATER PLINTH PROTECTION PROOFING 15mm

SCALE 1:20

5mm DROP

POST 40*40

POSTON TOP OF ON TOP OF RCC BEAM FOR 40*40RCC BEAM FOR ADDITIONAL

BASEMENT LVL. -2400mm

K WORK OP OF BEAM FOR TIONAL S.

ENT LVL. m

SLAB 150mm

RETAINING BROKEN BAT WALL 750mm*100mm 230mm

DOOR FRAME

NGL _ +00mm

TILES 30mm

NGL _ +00mm

EXTERIOR WALL 20mm

DETAIL - B

SAND FILL 50mm

5mm DROP

BRICK WALL 230mm

BASEMENT LVL. -2400mm

TILES 20mm

HANDRAIL 40*40

SCALE 1:20

STILT LVL. +900mm

MORTAR 15mm

SAND FILL 50mm

MORTAR 15mm

WATER PROOFING 15mm

WATER

RCC FL. SLAB DETAIL -C 150mm

BROKEN BAT

DOOR FRAME

VL. m

DETAIL - B SCALE 1:20

BRICK BAT COBA PCC 200mm 60mm

+4200mm BROKEN

WATER PROOFING 15mm BRICK WORK ON TOP OF RCC BEAM FOR ADDITIONAL STEPS.

TILES 20mm

DETAIL B

PCC 150mm

PLINTH VENTILATOR PROTECTION 300mm*115mm

DETAIL - C SCALE 1:20

RETAINING WALL 230mm

RCC RAFT 400mm

160

+4200mm

PCC FIRST FL. LVL. 100mm

MUMPTY F.F.

5mm DROP

STILT LVL. +900mm

RETAINING WALL 230mm

PCC PROOFING 150mm 15mm

-2400mm BROKEN BAT 750mm*100mm

1100

TAIL - A RETAINING WALL ALE FL. LVL. 1:20 FIRST FL. LVL. 230mm

RETAINING

RCC RAFT 400mm

NGL _ +00mm

SKIRTING 100*10

PCC GOLA

WALL DETAIL -A 230mm SCALE 1:20

MORTAR 15mm

TILES MORTAR 30mm EXTERIOR WATER 15mm WALLPROOFING 20mm15mm

SLAB 150mm

VENTILATOR 300mm*115mm

DETAIL -A -A DETAIL SCALE 1:20 1:20 SCALE

BASEMENT LVL.

SKIRTING 100*10

SAND FILL 50mm

30mm

LIGHT WEIGHT MATERIAL TO AVOID ABSORPTION OF WATER

RETAINING WALL 230mmWEIGHT LIGHT

LAB NG 0mm

15mm

WATER PROOFING 15mm

NGL _ +00mm

+7500mm

VENTILATOR 300mm*115mm

SLAB 150mm

EXTERIOR WALL 20mm

FIRST FL. LVL. +4200mm VENTILATOR 300mm*115mm

EXTERIOR WALL 20mm SECOND FL. LVL.

WATER PROOFING 15mm

WATER MORTAR PROOFING 15mm TILES

TILES MORTAR 30mm 15mm

DETAIL - A SCALE 1:20

INNER WALL 10mm

SLAB 150mm

VENTILATOR INNER WALL 300mm*115mm 10mm

PCC 150mm

PCC GOLA

-A DETAILDETAIL -B SCALE 1:20 SCALE 1:20

SLAB 150mm

10mm

D FL. LVL. SECOND FL. LVL. TILES SKIRTING m 30mm +7500mm AR

SKIRTING 100*10

PCC 60mm

SLAB SLAB WATER WATER 150mm 150mm PROOFING PROOFING 15mm 15mm

INNER WALL 10mm

THIRD FL. LVL. +10800mm

POINTING

200mm

BROKEN BAT 750mm*100mm

160 740

SLAB 150mm

RETAINING WALL BRICK BAT COBA 230mm

TILES 20mm

MORTAR 15mm

SLAB 150mm

RCC RAFT 400mm

160

TERRACE LVL. 14100mm

BASEMENT LVL. -2400mm

SLAB LIGHT WEIGHT MATERIAL

POINTING

PCC GOLA

INNER WALL 10mm

WATER WATER 150mm TO AVOID ABSORPTION PROOFINGOF PROOFING 15mmWATER 15mm

STONE COPPING

PROTECTION

150

15mm

TILES 30mm

TILES RETAINING GOLAWALL SKIRTING MORTAR 30mm PCC 100*10 230mm 15mm

740

TILES MORTAR 30mm 15mm

POINTING

1100

EXTERIOR WALL SECTION

160

STONE COPPING

15mm

STONE COPPING

DETAIL - SCALE D 1:20 SCALE 1:20KOTA STONE 20mm

DETAIL - 1 MORTAR SCALE 1:20 15mm

DETAIL DETAIL - 1A- 1A SCALE 1:10 SCALE 1:10

WATER

0mm PLINTH PROTECTION

STAIRCASE RETAINING WALL 230mm

MORTAR 15mm

BASEMENT LVL.BAT BROKEN -2400mm 750mm*100mm

RCC RAFT 400mm

RETAINING WALL 230mm

NGL _ +00mm

WATER PCC 150mm PROOFING 15mm SAND FILL 50mm

TILES 20mm

WATER LIGHT WEIGHT MATERIAL PROOFING TO AVOID ABSORPTION OF 15mm WATER

3 C'

TREAD - 300mm RISER - 165mmRCC RAFT

TREAD - 300mm TREAD - 300mm RISER - 165mm RISERSAND - 165mm FILL

DETAIL D SHEET- 09

BEAM DEPTH COLUMN SIZE COLUMN SIZE 400mm 500mm*350mm 500mm*350mm

DETAIL D SHEET- 09

1500

DETAIL - C HANDRAIL SCALE 1:20 40*40

BASEMENT LEVEL -2400mm

THIRD FL. LVL. +10800mm

160

SECOND FL. LVL. +7500mm SECOND

FL. LVL.

160

FIRST FL. LVL. +4200mm

STILT LVL. +900mm

24 22

MORTAR 15mm

MORTAR 15mm BASEMENT LVL. -2400mm

FIRST FL. LVL. +4200mm

STILT LVL. +900mm

86 84

98 82

46 44

BASEMENT LVL. -2400mm

82 100

52 48

FIRST FL. LVL. +4200mm

86 96

58 60

TERRACE LEVEL +14665mm

88 94

42 60

3000

92 88

1 90

STILT LVL. +900mm

3000 1

56 44

STILT LVL. +900mm

3000

48 46

20 40

18 38

STILT FLOOR STILT FLOOR FLOOR

C' 1

TILE F.F 20mm

16 36

3000

FIRST FL. LVL. +4200mm

STILT LVL. +900mm

34 26

3000

TILE F.F 20mm

BASEMENT BASEMENT FLOORFLOOR BASEMENT

400

2100

400

SECOND FL. LVL. +7500mm

FIRST FL. LVL. +4200mm

DETAIL - 1 SCALE 1:20

NGL. _ +00mm

BASEMENT LEVEL -2400mm

400

2100

NGL. _ +00mm

102

100

102

TERRACE LEVEL +14665mm

42 60

RCC FL. SLAB 150mm

160

740

160

2100

DETAIL 1 SHEET 10

1 12

BASEMENT LEVEL -2400mm

740

1100

900

600

900

600

RCC FL. SLAB 150mm

3000

THIRD FL. LVL. +10800mm

+7500mm

DETAIL 1 DETAIL 1 SHEET 10 SHEET 10

3000

5500

TERRACE LVL. 14500mm

10 8

POST 40*40

3000

10 TERRACE LVL. 14500mm

3000

TERRACE LVL. 14500mm

BEAM DEPTH BEAM DEPTH 400mm 400mm

1100

5500

DETAIL - B THICKNESS THICKNESS - 150mm - 150mm SCALE 1:20

COLUMN SIZE 50mm 500mm*350mm SLAB SLAB

DETAIL - C SCALE 1:20

5500

3 DETAIL D SHEET- 09

5500

400mm

SLAB PCC THICKNESS - 150mm 150mm

NGL. _ +00mm

3000

5500

VENTILATOR 300mm*115mm

FIRST FL. LVL. +4200mm

TILE F.F 20mm

SECTION SECTION XX' XX' MORTAR 15mm

TYPICAL TYPICAL FLOORFLOOR (FIRST (FIRST FLOOR) FLOOR)

BASEMENT LVL. -2400mm

LEAD FILL

MORTAR 15mm

STAIRCASE STAIRCASE PLAN PLAN / SECTION / SECTION DETAIL - 1A SCALE 1:10

NAME - VARUN NAME ATHOTRA - VARUN ATHOTRA SHEET N SCALE - SCALE SUB. - BUILDING SUB. - BUILDING CONSTRUCTION CONSTRUCTION PROG. - B. PROG. ARCH- B. ARCH - SIGN SEMESTER -4 -SIGN 4 CLASS - 2C CLASS - 2CSEMESTER DATE - 28DATE MAR -2020 28 MAR 2020 ALL DIMENSION ALL DIMENSION ARE IN MM ARE IN MM

NAME - VARUN ATHOTRA

SCALE -

1:50 1:50 TE

TYPICAL FLOOR (FIRST FLOOR)

STAIRCASE PLAN / SECTION `

KOTA STONE 20mm

BALUSTER

SECTION XX'

TERRACE TERRACE FLOORFLOOR

SHEET NO. -

NAME - VARUN ATHOTRA SUB. - BUILDING CONSTR PROG. - B. ARCH SEME CLASS - 2C

4 35

Building Construction Steel Construction Project Semester Year

: Academic : 05 : 2020

FLOOR PLAN 1

2 4000

4000

4 4000

4000

4 4000

4000

10 4000

DETAIL - A SHEET 6

300

1200

BRICK WALL 230mm THICK

1200

I SECTION COLUMN 300 X 350 X 8

4000

1200

B 4000

DETAIL IN INDEX

4000

450mm X 500mm R.C.C BEAM

N.G.L _ +00

1200

4800

RAMP UP/DOWN

1200

SLOPE 1:8

4000

D 450mm X 500mm R.C.C BEAM

3 WAY BRACING

3000

1500

300

4000

A' 1450

1500

4000

FINISHED FLOOR +600

4000

300

1500

3370

4000

650

3880

4000

2 WAY BRACING

H 4000

4000

REMARKS :

SUBJECT : BUILDING CONSTRUCTION TOPIC : FOUNDATION LAYOUT PLAN DATE : 18TH DEC. 2020

NAME - VARUN ATHOTRA CLASS - 3 - C ROLL NO. : 180BARCH125

FOUNDATION PLAN

FOUNDATION LAYOUT 4000

4000

8 4000

9 4000

140

N.G.L _ +00

4000

HIP END DOWN SLOPE

4000

1500 300

4000

650

FINISHED FLOOR +600

4000

3000

DOWN SLOPE

1500

4000

PURLINS

4000

RIDGE COVER

4000

1500

4000

3000

4000

METAL ROOFING SHEET

MEZZANINE LVL. +3000

4000

2580

4000

SLOPE 1:8

4000

DOWN SLOPE

RAMP UP/DOWN

1200

4800

300

JOIST CHANNEL (60 X 60)

112

1200

DECK PROFILE 1mm THICK SHEAR STUD O20 X 120 LONG

1200

4000

METAL ROOFING SHEET 10 mm THICK

4000

RIDGE LINE

4000

MESH REINFORCEMENT O 8mm

4000

DECK PROFILE SHEETING

B 146

4000

3000

4000

MEZZANINE FLOOR BEAM 250 X 300 X 6

CONCRETE SLAB 150 mm THICK

4000

1200

MEZZANINE FLOOR 16000 X 16000

FINISHED FLOOR (TILE) 1200 X 1200

1020

300

1020

1200

4000

GABLE END

4000

1200

ALL DIMENSION ARE IN MM

4800

4000

1500

GROUND FLOOR GROUND FLOORPLAN PLAN

SHEET NO. -

DOWN SLOPE

SCALE -

1:100

H 4000

4000

REMARKS :

SUBJECT : BUILDING CONSTRUCTION

DOWN SLOPE

TOPIC : MEZZANINE FLOOR PLAN DATE : 18TH DEC. 2020

NAME - VARUN ATHOTRA

MEZZANINE FLOOR PLAN

CLASS - 3 - C ROLL NO. : 180BARCH125

SCALE -

1:100

SHEET NO. -

ALL DIMENSION ARE IN MM

ROOF PLAN

TRUSS 1

CHANNEL PURLINS 150 X 6

ISA 90 X 90 X 6

150

2 4000

4000

RIDGE CAP 12 mm THICK

14 BOLT

4000

180

CHANNEL PURLINS 150 X 90 X 6

14 BOLT

4000

ROOF SHEETING

ISA 90 X 90 X 6

16 BOLT

RAFTER 90 X 90

10 BOLTS TRUSS CENTER OF GRAVITY LINE

GUSSET PLATE 8mm

TRUSS MEMBER

DETAIL 1 SCALE 1:10

SCALE 1:50

DETAIL 1

RIDGE CAP

PL-1

RAFTORS 90 X 90

DETAIL 4

PL-2

CHANNEL PURLINS 150 X 90 X 6

PURLINS

DETAIL 3 PL-3 PL-4

DETAIL 7

PL-5

TRUSS CENTER OF GRAVITY LINE

METAL SHEET

PL-12 WEB MEMBER

ISA 90 X 90 X 6

16 BOLTS

DETAIL 2

ROOF SHEETING

PL-6 PL-7

GUSSET PLATE 8mm THICK

PL-11 PL-8

PL-9

DETAIL 5

PL-10

PL-13

SHOE ANGLE 15mm

TIE BEAM 80 X 80

DETAIL 6

CAP PLATE 14 mm BEAM 150 X200

TRUSS WITH GUSSET PLATE

RAFTER 90 X 90 X 8

BRICK WALL 230mm THICK

COLUMN 300 X 350

DETAIL 2

400 GUTTER

SCALE 1:10

SCALE 1:50

CHANNEL PURLINS 150 X 6 ROOF SHEETING

TRUSS CENTER OF GRAVITY LINE

ISA 90 X 90 X 6

16 BOLTS

RAFTER 90 X 90 X 6

CHANNEL PURLINS 150 X 6

ISA 90 X 90 X 6

WEB MEMBER

ROOF SHEETING

10 BOLTS

GUSSET PLATE 8mm THICK

10 BOLTS

WEB MEMBER

DETAIL 3 SCALE 1:10

GUSSET PLATE 8mm THICK

10 BOLTS

TRUSS CENTER OF GRAVITY LINE

16 BOLTS

DETAIL 5

DETAIL 4 SCALE 1:10

GUSSET PLATE 8mm THICK

TIE BEAM 80 X 80 X 6

RAFTER 90 X 90 X 6

TRUSS

SCALE 1:10

TRUSS CENTER OF GRAVITY LINE

GUSSET PLATE 8mm THICK

WEB MEMBER

10 BOLTS

16 BOLTS

10 BOLTS

TIE BEAM 80 X 80 X 6

TRUSS CENTER OF GRAVITY LINE

DETAIL 6 SCALE 1:10

WEB MEMBER

DETAIL 7 SCALE 1:10

Steel is used in a variety of other construction materials, such as bolts, nails and screws and other household products and cooking utensils. 37

In terms of Strength, Steel is the undisputed winner. It’s stronger and more durable than aluminium, making it the preferred choice in Automotive, Construction Industries and similar application.

SECTIONS

1 PL-4 PL-5 PL-6 PL-7

SHOE ANGLE 15mm CONCRETE FILL

I SECTION BEAM 250 X 300

CAP PLATE 14 mm

I SECTION BEAM 150 X200

COLUMN 300 X 350 X 8

CONCRETE FILL

I SECTION BEAM 250 X 300

PL-10

MEZZANINE FLOOR +3150

I SECTION BEAM 250 X 300

PLATE 14 mm

I SECTION BEAM 250 X 300

STRINGER

300

SHOE ANGLE 15mm CONCRETE FILL CAP

4000

1000

4000 4000 4000 SCALE 1:10 BRICK WALL 230 THICK

4000

TREAD

2700

GABLE END

I SECTION BEAM 250 X 300

MEZZANINE FLOOR +3150mm

REMARKS :

STRINGER

NAME - VARUN ATHOTRA

WALL SECTION SECTION AA'

CLASS - 3 - C ROLL NO. : 180BARCH125

SCALE 1:10

4000

G 4000

4000

F 4000

4000

C 4000

B 4000

SCALE -

SHEET NO. -

1:5

2700

TOPIC : WALL SECTION DATE : 18TH DEC. 2020

DETAIL 1

I SECTION BEAM 250 X 300

SUBJECT : BUILDING CONSTRUCTION

FINISHED FLOOR +600mm

N.G.L 0.00

150

4000

300

CONCRETE FILL

COLUMN 300 XB 350 X 8A

3000

150

600

6000

N.G.L 0.00

FINISHED FLOOR +600mm

MEZZANINE FLOOR +3150

DETAIL 1

CONCRETE FILL

1000

2500

BRICK WALL 230mm THICK

COLUMN 300 X 350 X 8

DETAIL 1

TREAD

150

6000

PL-9

1000

PL-8

DETAIL 1

CONCRETE FILL

BRICK WALL 230 THICK

PL-5

PL-6

PL-7

COLUMN 300 X 350 X 8

PL-4

2500

BRICK WALL 230mm THICK

I SECTION BEAM 150 X200

PL-10

3110

PL-9

PL-8

4000

A' 1

BRICK WALL 230mm THICK

ALL DIMENSION ARE IN MM

I SECTION COLUMN 300 X 350 X 8

4000

DETAIL IN INDEX

4000

N.G.L _ +00

150

1000

C RAMP UP/DOWN

SLOPE 1:8

600

RAFTORS 90 X 90

PURLINS

FINISHED FLOOR GABLE END +600mm

G FINISHED FLOOR +600

REMAR

PURLINS METAL SHEET METAL SHEET

SUBJEC

HIP END

WEB MEMBER

I TIE BEAM 80 X 80

TIE BEAM 80 X 80 SHOE ANGLE 15mm

SHOE ANGLE 15mm

CAP PLATE 14 mm

BEAM 150 X200

COLUMN 300 X 350

1000

3110

COLUMN 300 X 350

SECTION AA'

TOPIC DATE :

3000 N.G.L 0.00

600

150

3000 FINISHED FLOOR +600mm

BRICK WALL 230mm THICK

MEZZANINE FLOOR +3150mm 300

6000

MEZZANINE FLOOR +3150mm

N.G.L 0.00

RIDGE CAP

WALL SECTION

NAME -

FINISHED FLOOR +600mm

SECTION BB'

CLASS ROLL N

SCALE

1:5

STAIRCASE

DETAIL A

MESH REINFORCEMENT O8mm

RAILING 30mm THICK

SHEAR STUD O20 120 LONG

FINISHED FLOOR

200

150

DETAIL B

TREAD

300 O10 BOLT

2845

LANDIND

CONCRETE DECK SLAB PROFILE 1mm THICK

300

MEZZANINE FLOOR

COLUMN 250 X 300 X 6

STRINGER C - SECTION

RAILING

1310

150

1200

TREAD 50mm THICK

ANGLE CLEAT 4 mm THICK

STRINGER FINISHED FLOOR +600mm

DETAIL C

COLUMN 250 X 300 X 6

MAIN COLUMN 300 X 350 X 8

DETAIL - A

SECTION YY' 4000

SCALE 1:10

4000

1 1500

650

POST 50 X 50 C-SECTION STRINGER 200 X 50 X 5

1500

BASE PLATE 10mm THICK

1000

P.C.C 1:2:4

300

150

300

SAND

PLAN

STONE FILL

100

150

TREAD

39 CHANNEL FRAME 60 X 60

250

300 50

LANDING 1500 X 1500

COLUMN 75 X 100 X 2

500

RAILING 30mm THICK

185

THREADING STEEL PLATE 10mm

C-SECTION STRINGER 200 X 50 X 5

DETAIL - B SCALE 1:10

900

DETAIL - C SCALE 1:10

FOUNDATION DETAIL

I - SECTION COLUMN 300 X 350

PLINTH LVL. +600

P.C.C 1:2:4

STONE FILLING

SAND

BRICK WALL 230 THICK THREADING

N.G.L 0.00

GROUTING 5mm

STEEL PLATE 10mm

1200

PEDESTRAL 500 X 550

1200

150

250

I- SECTION STEEL COLUMN

SECTION YY'

200

250

200

ANCHORAGE L-BOLT 10 mm

R.C.C FOOTING

175 225

275

BASE PLATE 400 X 450 x 8

175 225

275

TIE BEAM 450 X 500

I - SECTION COLUMN 300 X 350

PLINTH LVL. +600

P.C.C 1:2:4

SAND

STONE FILLING

DETAIL - A

BRICK WALL 230 THICK THREADING

N.G.L 0.00

GROUTING 5mm

STEEL PLATE 10mm

STED BAR EXTENDED

MAIN BAR

TIE

SAND

P.C.C 1:2:4

R.C.C 1:3:6

SECTION XX'

OUTSIDE

STEEL WINDOW 1

230mm THICK BRICK WALL

LINTEL LVL. STANDARD STEEL SECTION NO. F7D

BEADING

238

RUBBER GASKET 6mm GLASS

STANDARD STEEL SECTION NO. F4B

1200

2 2

DETAIL S10

SCALE 1:1

STANDARD STEEL SECTION NO. F7D

400

INSIDE

DETAIL S7

850

688 1134

HOLDFAST

OUTSIDE

BEADING

OUTSIDE 3

SILL LVL.

RUBBER GASKET 6mm GLASS

INSIDE

INSIDE ELEVATION

INSIDE

STANDARD STEEL SECTION NO. F4B

DETAIL S8

DETAIL S9

SCALE 1:1

SCALE 1:10

SCALE 1:1

STANDARD STEEL SECTION NO. F4B STANDARD STEEL SECTION NO. F4B

STANDARD STEEL SECTION NO. F7D

OUTSIDE

RUBBER GASKET

INSIDE

OUTSIDE

RUBBER GASKET

INSIDE

BEADING

6 mm GLASS

DETAIL S4 SCALE 1:1

DETAIL S1 SCALE 1:1

PLAN AA' SCALE 1:10

6 mm GLASS

BEADING TO HOLD GLASS

BEADING

STANDARD STEEL SECTION NO. F7D

STANDARD STEEL SECTION NO. F4B

RUBBER GASKET

RUBBER GASKET STANDARD STEEL SECTION NO. F7D

OUTSIDE

STEEL SECTION STEEL

INSIDE

SECTION

RUBBER GASKET

RUBBER GUSKET

BEADING

6 mm GLASS

DETAIL S5

DETAIL S2

SCALE 1:1

NO. F7D

NO. F4B STEEL SECTION

46 3

INSIDE

STANDARD STEEL SECTION NO. F7D

PIN O6mm WITH WASHER

STANDARD STEEL SECTION NO. F4B

OUTSIDE

STANDARD STEEL SECTION NO. F4B

NO. F7D

NO.22F4B

6 mm GLASS

6 mm GLASS BEADING

BEADING

RUBBER GASKET

OUTSIDE

INSIDE

RUBBER GASKET

OUTSIDE

STANDARD STEEL SECTION NO. F7D

STANDARD STEEL SECTION NO. F4B

HINGE

22 STANDARD STEEL SECTION NO. F4B

NO. F4B

NO. F7D

DETAIL S3 SCALE 1:1

DETAIL S6 SCALE 1:1

INSIDE

ALUMINIUM WINDOW B' LINTEL LVL.

CLIP

LINTEL LVL. 3

750

INSIDE ELEVATION A'

INSIDE ELEVATION SCALE 1:10

SECTION BB'

SCALE 1:10

5 MM GLASS

SCALE 1:10

ALUM. STYLE 3 MM

DETAIL S6

DETAIL S5

SCALE 1: 20

5 MM GLASS

SECTION BB' DETAIL S6

DETAIL S5

SCALE 1: 20

5 MM GLASS

SECTION BB'

SCALE 1: 20

CLIP

SCALE 1:10

CLIP

5 MM GLASS 101

CLIP

SILL LVL.

INSIDE ELEVATION

44.4

ALUM. STYLE 3 MM

ALUM. FRAME 3 MM

101

CLIP

5 MM GLASS

SILL LVL.

1 LVL. SILL

ALUM. STYLE 3 MM

CLIP

ALUM. FRAME 3 MM

5 MM GLASS

CLIP

SCALE 1:10

ALUM. STYLE 3 MM 44.4

PLAN AA'

CLIP

SCALE 1:10

ALUM. FRAME 3 MM

CLIP

ALUM. STYLE 3 MM 5 MM GLASS

CLIP

44.4

ALUM. FRAME 5 MM GLASS 3 MM 5 MM GLASS

CLIP

ALUM. STYLE 3 MM

ALUM

44.4

ALUM. FRAME 3 MM

44.4

SILL

SCALE 1:10

44.4

ALUM. FRAME 3 MM

SCALE 1:10

SILL

ALUM. FRAME 3 MM

DETAIL S8

DETAIL S7

SCALE 1: 20

SILL

OUTSIDE

ALUM. FRAME 3 MM

CLIP

ALUM. STYLE 3 MM

101

MM GLASS DETAIL 5S2

44.4

CLIP

230 MM THICK WALL

5 MM GLASS

BUTT HINGE

INSIDE

5 MM GLASS

DETAIL S1 SCALE 1: 20

230 MM THICK WALL

44.4

SCALE 1: 20

BUTT HINGE

INSIDE

DETAIL S1 SCALE 1: 20

DETAIL S2

101

44.4

101

230 MM THICK WALL

ALUM. FRAME 3 MM

INSIDE

ALUM. STYLE 3 MM

INSIDE

CLIP

ALUM. STYLE 3 MM

5 MM GLASS

DETAIL S3 SCALE 1: 20

44.4

5 MM GLASS

ALUMINUM WINDOW INSIDE

230 MM THICK WALL

5 MM GLASS

44.4

INSIDE

DETAIL S3 SCALE 1: 20

ALUMINUM WINDOW DETAIL S2 SCALE 1: 20

CLIP MM GLASS DETAIL 5S4

SCALE 1: 20

101

5 MM GLASS

44.4

ALUM. STYLE 3 MM

CLIP

SCALE 1: 20

44.4

SCALE 1: 20

ALUM. STYLE 3 MM

OUTSIDE

ALUM. FRAME 3 MM

44.4

ALUM. FRAME 3 MM

101

44.4

DETAIL S1

OUTSIDE 5 MM GLASS CONNECTING SCREW

44.4

INSIDE

OUTSIDE

ALUM. FRAME 3 MM

INSIDE

ALUM. STYLE 3 MM CLIP

OUTSIDE

ALUM. STY CLIP

101

ALUM. STYLE 3 MM 44.4 5 MM GLASS CLIP CLIP

44.4

CONNECTING SCREW

44.4

ALUM. FRAME 3 MM

ALUM. FRAME 3 MM BUTT HINGE

230 MM THICK WALL

5 MM GLASS

44.4

OUTSIDE

5 MM GLASS CLIP

44.4

ALUM. STYLE 3 MM

ALUM. FRAME 3 MM

ALUM. STYLE 3 MM

101

CLIP

OUTSIDE

SCREW

OUTSIDE

SCALE 1: 20

ALUM. FRAME 3 MM

ALUM. STYLE 3 MM

44.4

CONNECTING ALUM. FRAME 3 MM

OUTSIDE DETAIL S7

SCALE 1: 20

CLIP

OUTSIDE

CONNECTING SCREW

DETAIL S8

CONNECTING SCREW

DETAIL S7

OUTSIDE

ALUM. FRAME 3 MM

44.4

CONNECTING SCREW

SILL

44.4

PLAN AA'

ALUM. FR 3 MM

ALUM. STYLE 3 MM

PLAN AA'

101

750

101

ALUM. STYLE 3 MM ALUM. STYLE 3 MM

44.4

CLIP 101

ALUM. FRAME 3 MM

101

ALUM. STYLE 3 MM

ALUM. F 3M

44.4

ALUM. FRAME 3 MM

CLIP

2 2

ALU

ALUM. STYLE 3 MM

ALUM. FRAME 44.4 3 MM

2 1

CLIP

ALUM. STYLE 3 MM

1350

750

300

LINTEL LVL.

ALUM. STYLE 3 MM 44.4

CLIP

1350

300

CLIP 44.4

5 MM GLASS

INSIDE

44.4

DETAIL S4 SCALE 1: 20

INSIDE 230 MM THICK WALL

DETAIL S3 SCALE 1: 20

RENDERS

5 45

Building Construction

Semester 5 Design (Sama Dhruva) Working Drawing Project Semester Year

: Academic : 06 : 2020

SITE SECTION

COU

DS ROA RSE COU GOLF

1500

ERV

D ROA

0 770

RSE

254

ICE

ADJOINING STRUCTURE

1000

LAN E

PILLAR NO. 207

PILLAR NO. 208

8440 MM

32 16 0M M

770 ADJOINING STRUCTURE

500

10640 MM

2400

GOLF

PILLAR NO. 206

770 PILLAR NO. 209

PROPERTY LINE - 40540 MM

ROA

118

RSE

80 M

COU

770

GOLF

PILLAR NO. 210

ADJOINING STRUCTURE

770 0

770

2016

ROAD LVL. ±0MM

0 MM

PILLAR NO. 211

500

PILLAR NO. 212

3500 3250

PROPERTY LINE - 31050 MM GOLF COU

770

3000 GOLF COURSE ROAD BYLANE

E LAN

D ROA

ICE

RSE

V SER

COU

PILLAR NO. 213

OAD

GOLF

R RSE

2500

ADJOINING STRUCTURE

1500

ADJOINING STRUCTURE

2000

A' SITE 55410

PLINTH LVL. FORMATION LVL.

+450 ±00 -600

CONTOUR BOTTOM LVL.

SECTION AA'

ROAD

FOOTPATH

SITE

SEPERATION

11600

3170

35700

3250

SECTION BB'

ADJOINING STRUCTURE 13550

PLINTH LVL.

+450 ±00

FORMATION LVL.

-1260 CONTOUR BOTTOM LVL.

A1 0

20 56

B2'

10000 5000

L3 B4

34000

5000

10000

5000

12000

C1'

2000

BASEMENT PLAN

9400

INTERNAL SUMP

200 MM DRAIN

AIN

5000

44550

50 00

6340

3660

C4 C5

DROP

LVL

5000

LIF

-2

-3 LOB 06

BY M M

5000

23 22

ST TR EP RID EA S D ER - 25 - 15 300 0

C8 TR

- 20

150

00 0

0 0

LVL

DROP

7 5 2 1

17 18 19 20 21

13 14

LVL

40 00

DROP

LVL

21 0 SEP - 30 ST D 150 EA R TR RIDE

-3

150

Y BB LO 0 MM 06

- 16

ICAL

LIFT

444

3900

M ARE M A

07 GE

-3

O ST

5150

10 11

9460

6200

9460

32280

C10

2000

C11

200 MM DRAIN

INTERNAL SUMP

9460

00 27

00 200 MM DRAIN

7360

5750

C12

START OF THE RAMP

5620

3600

5000

C13

END OF THE RAMP

7500

33120

A1 0

FIRST FLOOR PLAN

5000

60 00

5000

50 00

20000 10000

5000

C1 5000

B2'

1280

C3 5000

6340 9000

50 LO M NN M A

35000

1750

7 W 15

+45

00 10 15

RVI

AR M EA

X80

- 16

00 G U 40 ARD 00 X RO 20 O 00 M

DROP

BIN UM PL

29 30

D 3

3 D

EQ EQ

EQ 4 W

00 40

LVL

DROP

AD M +4 IN A 70 R MM EA

EQ EQ

00 20

W 30

PR PLIN OT EC TH TIO N

E-

X80

0 12

FIR

0 50

ER ALL M TG M AR +460

L MM OB

+30 M +15 0 MM

+45

50 00

T +4 RAL

D1 00 22

W N

W EQ 3

W EQ

21 0 SEP - 30 ST D 150 EA R TR RIDE

DROP

22 150

LVL

150

W5 EQ

150

160

EA E AR IC RV 0 MM SE +47

150

SP ON SITI M AN 0 M TR +46

W5 EQ

5 4 3 2 1

4 0

334

C8 00

2380

0 45

850

440

00 20

FIRE - 1600X800

6200

875

2000

D - 18

3 UM

STEPS - 20 TREAD - 300 RIDER - 150

0 80

3 D

8 7 6

D PL

2900

12 11

5150

LVL

DROP

D 00 20

ST TR EP RI EA S DER D 22 - 15 300 0

33 34

35 36

20 19

STEPS - 5 TREAD - 300 RIDER - 150

44 43 42 41 40

39 38 37

MM 10

GREEN ROOM -740 MM

AUDITORIUM -750 MM

LVL

DROP LVL

MM 10

47 46

5000

-1

57 20

CO-WORKING SPACE +470 MM

9650

DROP

LVL

+46 CE

8720

LIF

T-

STEPS - 5 TREAD - 300 RIDER - 150

-+00 +15 M M +30 0 M

5000

N EQ

STEPS - 5 TREAD - 300 RIDER - 150

STAGE AREA -300 MM

3660

00 50

+4 CO

+15 +30 0 M M +45 0 M

5000

E2 E1

A1 0

SECOND FLOOR PLAN

5000

1280

B2'

20000 W

5000

1750

10000

STUDIOS

5000

1020

W 5

C2 5000

1750

50 00 46 44 0

+7050 MM

10620

10 MM

LVL DROP

1240

9750

AUDITORIUM ROOF +7050 MM

LVL

DROP

5 W

W5 50 22

DROP

LVL

- 16

00 11

DROP

MM 10

73 74 75

LVL

DROP

ST TR EP RI EA S DER D 22 - 15 300 0

0 80

3 D 3 D

- 18

D 3 D

850

40 00

00 20

150

21 0 SEP - 30 ST D 150 EA R TR RIDE

22 150

+376

EA E AR IC MM RV 50 SE +70

ION SIT MM 0

150

F LV

O RO

334

150

C8 00

0 444

6200

5150

D 3 D

3 PL

D 3 D 00

C7 C7

77 78

79 80

BIN UM PL

88 87 86 85 84

83 82 82 81

EXHIBITION SPACE +7050 MM

LVL

DROP LVL

MM 10

90 89

5000

-1

57 00

X80

00 10

1010

RV +7 ICE 05 A 0 R M EA M

TLIF

5000

00 20

710

3660

STUDIOS +7050 MM

35000

6340

0 M REA M

35 36

37 39

M +3 IN A

+45

R +7 AL L 05 OB 0 B

+30 0 MM +15 0 MM 0M

R RY LE AL M TG 0M AR +376

TERRACE PLAN

5000

B2'

20000 00

5000

10000

00 50

3 2

08 TY 30 L M VL M .

5000 6340

M +1 UM

5000

4 11

LVL DROP

+1 RR 06 AC 80 E M LV M L.

6200

3 G 00

0 95

150

G 2

D1 0

32 31

29 28

24 23

R +3 RA

AC460 MCE LV E M L. LV L.

21 0 SEP - 30 ST D 150 EA R TR RIDE

150

00 50

L CE

OM RO INE MM CH 880 MA +11

A RR

E LV AC MM RR TE +3460

40 00

150

G 1

334

440

C8 1

850

0 45

R +6 RA

46 CE 0M L M VL.

0 12

C7 C7

ST TR EP RI EA S DER D 22 - 15 300 0

96 97 98

92 93 94

11 11

10 10 10

10 10

5000

+1 CHIN

8 7 6

5150

80 E R M OO M M

00 15

5 4

3660

TERRACE LVL. +8460 MM

TERRACE LVL.

35000

A6 50 00 46 44 0

A5 00

5000

0 A1

COLUMN LAYOUT L1

5000

A1 0

58 00

1100

BLOWUP 1 L2

5000

850

00 58

60 00

5000

00 50

5000

00 50

5000

6340

35000

6340

300 COLUMN L1H3 - BLOWUP 35000

3660

00 50

375 375

C4 C5

5000

COLUMN L3J2 - BLOWUP 3

5000

444

BLOWUP 3

5150

COLUMN G3K1 - BLOWUP 4 COLUMN G3K1 - BLOWUP

G 00

BLOWUP 5

50 27

BLOWUP 6

BLOWUP 6 00 50 00

E53312

0 00

COLUMN G3L3 - BLOWUP 5

E6 E5

500 900

500 900 300

500

E4 E3

285 600

COLUMN G3L3 - BLOWUP

BLOWUP 5

600

E7 75

325

285

BLOWUP 4

325

350

BLOWUP 4

675 950

BLOWUP 3

750

950

D2 00 50

40 0

6200

334

00 95

G 2

444

425

675

C8 00

334

750

300 300

850

6200

425

C7 C7

850

00 95

575

COLUMN L3J2 - BLOWUP 3

D1 C8 00

575

300

5000

50 68

D1 45

300 375

575 375

575

300

3660

5000

BLOWUP 2

5000

00 50

A4 00 50

A3 00 50

C4 C5

550

COLUMN L1H3 - BLOWUP500 2

C7 C7

500

500 450

BLOWUP 2

750 550

450

500 - BLOWUP COLUMN L3H1

700

750

5000

A6 50 00 46 44 0

10000

850

COLUMN L3H1 - BLOWUP 1

B5 C1

B2'

5000

00 50

5000

20000

1100

700

20000

BLOWUP 1 10000

B2'

5000

1200

300 500

600

COLUMN G1E1 - BLOWUP

COLUMN G1E1 - BLOWUP 6

SCALE - 1:25

CORE DETAILED PLANS

H2 10000

5000

7500

PLUMBING - 1800X900

+300 MM

ELECTRIC SHAFT 1600 X 800

1000

300

2250

4800

1600

FIRE - 1600X800 D1

+- 00 MM +150 MM

800

1500

1000

1230 500

800

2200

4600

D3 D3 D3

2000

D3 D3 D3

D3 D3

D3 2000

6850

5000

4700

LANDING +2100MM

245

STEPS - 22 TREAD - 300 RIDER - 150

11 12

+- 00 N.G.L

34 35

38 37

42 41

40 39

2150

400

1000

9 8 7 6 5 4 3 2

45 44

2250

STEPS - 21 TREAD - 300 RIDER - 150

880

4000 2000

1400

LANDING +2100MM

490

115 1000

1800

1500 800

2000 26

650

1500

1200

4150

2000

1500

1700

2520

2900

1630

GUARD ROOM 4000 X 2000

780

880

2480

PLINTH PROTECTION

2080

9500

4100

1230

400

1350

500

750 1000

1500 1500

4300

4500

1500

2440

1500

LIFT - 2000X2000

1120

2000

5700

SERVICE AREA +460 MM

SERVICE AREA +470 MM

LIFT - 2000X2000

1600

1500

4140

5000

465

3630

1200 1500

+- 00 N.G.L

2000

+450 MM

PLUMBING - 1800X900

PLINTH PROTECTION

CORE 1 SCALE 1:50

CORE 2 SCALE 1:50

NOTES H1

H2 X'

SPOT SECTIONS THROUGH LIFT & TOILET A3

1150

1200

3300

4500

TERRACE LVL. +10680MM

DISABLED WASHROOM D3

3300

3150

4500

STEPS - 7 TREAD - 300 RIDER - 150

SECOND FLOOR LVL. +7050MM

TERRACE LVL. +10680MM

DISABLED WASHROOM

1150

SHEET 28

1200

DETAIL B

TERRACE LVL. +10680MM

DISABLED WASHROOM

FEMALE WASHROOM ENTRANCE TOWARDS MALE WASHHROOM

D1 D1

800

2150

3150

100

FIRST FLOOR LVL. +3750MM

SECOND FLOOR LVL. +7050MM

ENTRANCE TOWARDS MALE WASHHROOM

3150

FIRST FLOOR LVL. +3750MM

ENTRANCE TOWARDS MALE WASHHROOM

180

F.G.L _00 +

FIRST FLOOR LVL. +3750MM

GROUND FLOOR LVL. +450MM F.G.L _00 +

DISABLED WASHROOM

F.G.L _00 +

150

GROUND FLOOR LVL. +450MM 375

2000 F.G.L _00 +

180

100

GROUND FLOOR LVL. +450MM

SHEET 28

PROJECT NAME : SAMA DHRUVA

2100

800

3800

2150

3150

REVISION :

3150

D1 D1

DETAIL C

R.NO.: DETAILS :

375

GROUND FLOOR LVL. +450MM FEMALE WASHROOM

150

100

800

2150

SECOND FLOOR LVL. +7050MM

DISABLED WASHROOM

FEMALE WASHROOM

3150

FIRST FLOOR LVL. +3750MM

DISABLED WASHROOM

F.G.L _00 +

BASEMENT LVL. -3800MM

2000

2100

3800

2100

3600

3800

1800

CLIENT : D1

BASEMENT LVL. -3800MM

DRAWING TITLE : TOILET AND LIFT SECTION 1800

BASEMENT LVL. -3800MM

LIFT SECTION YY'

ON XX'

SCALE 1:50

TOILET SECTION XX' SCALE 1:50

SCALE : 1:50

LIFT SECTION YY' SCALE 1:50

PRINT NO. :

TOILET SECTIONS TOILETS DETAIL O - CEILING DETAIL SCALE - 1:10

FILLING OF SUNKEN SLAB (BROKEN BATS)

150 MM SLAB 20 MM CERAMIC TILING 10 MM MORTAR 230 MM BRICK WALL

150 MM SLAB

DISABLED WASHROOM

FEMALE WASHROOM

800

850

2100

800

2900

ENTRANCE TOWARDS MALE WASHHROOM

20 MM CERAMIC TILE

100

10 MM MORTAR

10 MM MORTAR FILLING OF SUNKEN SLAB (BROKEN BATS)

FILLING OF SUNKEN SLAB (BROKEN BATS)

150 MM SLAB

DETAIL R - SUNKEN SLAB AND WALL DETAIL SECTION XX' SCALE - 1:10

TOILETS

DETAIL P - CEILING DETAIL SCALE - 1:20 FILLING OF SUNKEN SLAB (BROKEN BATS)

FEMALE WASHROOM 20 MM CERAMIC TILING

PLUMBING - 1800X900

FIRE - 1600X800

800

150 MM SLAB

1600

SHAFT (1900X800)

2250

10 MM MORTAR 230 MM BRICK WALL

3630

1200

5700

1120

1700

2520

2440

400

880

2900

1350

400

100

D3 D3

1000

880

800

1400

800

1500

490

115

1500

1000

1200

800

2900

1630

SPOUT

20 MM CERAMIC TILE 10 MM MORTAR FILLING OF SUNKEN SLAB (BROKEN BATS)

PLUMBING - 1800X900

150 MM SLAB

DETAIL T - MARBLE FLOORING AND WALL DETAIL

SCALE - 1:10

C12

BUILDING SECTIONS

C8 W5

3150

W5 W5

1050

750

900

GROUND FLOOR LVL. +450MM

1050 W2

900

1500

2700

3000

1050

BASEMENT LVL. -3800MM

550

750 1050

750

BASEMENT LVL. -3800MM

A A’

1500

1650

3300

600

150

750

900

STEPS - 20 TREAD - 300 RIDER - 150

900

2100

2700

1500

3150

3300

3900

500

1650

500

750

3800

750

550

600

150

900

2100

2700

STEPS - 20 TREAD - 300 RIDER - 150

3150

1500

1650

1500

3150

3300

3900

500

750

FIRST FLOOR LVL. +3750MM

550

750 1050

750 W1

3300

S E C T I O N

900

1500

2700

3000

1650

3150

500

1050

750

550

SECOND FLOOR LVL. +7050MM

BASEMENT LVL. -3800MM

SECTION A

SEC

700

1050

S E C T I O N

TERRACE LVL. +10680MM

550

4800

4500

3150

1650

900

15000

1500

1650

3150

3300

W5 W5

550

SECOND FLOOR LVL. +7050MM

6700 W7

1650

1500

900

COURTYARD LVL. +_0MM

900

3150

3300

150

SECOND FLOOR LVL. +7050MM

STEPS - 3 TREAD - 300 RIDER - 150

2100 3800

300 3660

900

2000

GROUND FLOOR LVL. +450MM

1650

3150

3300

3000

3300 W7

1050

D2 W5

BASEMENT LVL. -3800MM

550

840

FIRST FLOOR LVL. +3750MM

1430

1650

3150

BASEMENT LVL. -3800MM

900

5970

3300

3660

3800

550

300

15000

2000

GROUND FLOOR LVL. +450MM

2100

3150

3300

550

W7+10680MM W7

1650

B B’

D2 W5

700

TERRACE LVL.

1050

550

FIRST FLOOR LVL. +3750MM

900

4500

4800

3150

3300

A8H2

TERRACE LVL. +10680MM

C1'

A9H1

K1 3 G

1050

1200

G 3

G 1

225

700

1500 3150 W7

F3 F4

LVL.

E2 E1

840

1050

700

BASEMENT FIRST-3300MM FL. LVL. +3750MM

3300 4500

3660

3300

900

BASEMENT LVL. -3800MM

11400

900

SECOND FL. LVL. +7050MM

G 2

F.G.L _00 +

K2 K1

3300

STEPS - 3 TREAD - 300 RIDER - 150

1500

3150

E1 H1

FIRST FLOOR LVL. +3750MM

E3 E2

150

1500

3150

900

SECOND FLOOR LVL. +7050MM

3600

2100

TERRACE LVL. +10680MM

1500

3150

1050

700

150

3300

225 3150

11400

900 700 1500 900 700

F4 FIRST FL. LVL. +3750MM

C8 D2

3150

SECOND FL. LVL. +7050MM MUMTY LVL. +14355MM

3300

1500

700

1200

1050

3600

2100

3150

STEPS - 3 TREAD - 300 RIDER - 150

900

GROUND FLOOR LVL. +450MM

3150

1500

BASEMENT LVL. -3800MM

BASEMENT LVL. -3300MM

840

AA'

BASEMENT LVL. -3800MM

4500

1500

3300

3660

3800

F.G.L _00 +

NOTES -

CTION B2 AA'

B4 A9

C1'

A9H1

A8H2

REVISION : A7

B2'

PROJECT NAME : SAMA DHRUVA A4

R.NO.: DETAILS :

R.NO.: DETAILSB': CLIENT :

1200

1050

B TERRACE LVL. +10680MM

3 G 2 G

PROJECT NAME : SAMA DHRUV E7

3300

3150

150

DRAWING TITLE : SECTIONS E6

F4 3300

6800

7050

6700

STEPS - 3 TREAD - 300 RIDER - 150

F.G.L _00 +

SITE PLAN PRINT NO. : TITLE : SECTIO DRAWING

BASEMENT LVL. -3300MM

4500

SCALE : 1:100 3300

BASEMENT LVL. -3800MM 3000

3300

1500

150

750

F.G.L _00 +

3660

500 150

STEPS - 3 TREAD - 300 RIDER - 150

3300

COURTYARD LVL.

+_0MM

CLIENT :

BASEMENT LVL. -3800MM

2100

E3 E2 E1

3600

3150

1050

FIRST FL. LVL. +3750MM

150

225

3150

500 750

F.G.L _00 +

SECOND FL. LVL. +7050MM

11400

REVISION :

3300

3150

7050

6800

-20860

W3 D2

TER. F.L (TF)

+10680 -20860

ALUMINUM WINDOWS F.F.L (FF) +3750

S.F.L (SF) +7050

-1150

-7130

EXTERNAL PLASTER FINISH

1350

-20860

PLINTH LVL. +450 F.G.L _00 +

-11740

F.F.L (FF) +3750

-1150

1500

2100

-7130

EXTERNAL PLASTER FINISH PLINTH LVL. +450 F.G.L _00 +

1350

1450

2100

-20860

3000

-20860

3000

900

430

900

-11740

+ _00

1400

1000

+ _00

S.F.L (SF) +7050

ALUMINUM WINDOWS

1500

2100

900

3000

430

900 1400

3000

1450

1950

+ _00

900

-23240 + _00

3000

1500 W7

-41750

900 W7

90010001500 1150 1500 900

3000

500

-18080

500

2100

500 2650

-18080

2700

500

-23240

2650

MUMPTY LVL. +14355

TER. F.L (TF)

+10680 -20860

EXTERNAL PLASTER FINISH

1500

500

1325

-41750

3130

1150 1325 3130

500

-27970

1950

E7 MUMPTY LVL. +14355

EXTERNAL PLASTER FINISH

-18720

2700

500

-27970

500

F2 -18720

1150

FRONT ELEVATION

FRONT ELEVATION FRONT ELEVATION

E2 E3

E5 E6

MUMPTY LVL. +14355

-50630

C8 W7

C7 W7

-31860

-50630

1450

+ _00

-31860

-24390

F.F.L (FF) +3750

OPEN COLONNADE

ALUMIN

1450

PLINTH LVL. +450 F.G.L _00 +

1150

+ _00

1450

1500

RIGHT ELEVATION

-7450

-24390

3450

-24510

1800

-6610

2700

EXTERNA FIN

1500

-15960 W1

500

1950

-7450

-13710

3000

900 1500

S.F.L (SF) +7050

EXTERNAL PLASTER FINISH

2200

1950

500 1630 W7

ALUMINUM WINDOWS

3450

-53330

2650 W7

TER. F.L (TF) +10680

1500

-24510

1500

500

1500

3000

900

2700

-6610

1500

1350

-28910

W5 W2

-15960 W1

1450

1800

1150

2650 W7

500

-13710

1500

3000

E5 E6

500 1630

E2 E3

2200

-53330

1350

-28910

ELEVATIONS

OPEN C

B2'

A9 B1 A8

A10

A9 A6

A10 A7

A7A4 A6 A3 A5 A2A4

A8 A5

A3 A1

A2 -22910

-22910 MUMPTY LVL. +14355

-29810

1975

-29810

+7150

S.F.L (SF) +7050

-37340 W7

-26270 D1

1500

3000

-26270

800

EXTERNAL PLASTER FINISH

-14870

F.F.L (FF) +3750

1500

3000

-14460

3000 W7

-37340 W7

-14870

1350

3000

1500

-16960

1500

ALUMINUM WINDOWS -16960

-9470 W5

1050

1350

1050 W7

-14460

825

400

550

+ _00

-2760

TER. F.L (TF) +10680

ALUMINUM WINDOWS

1500

1700

-7350

2100

-45970

+ _00

-2760

-9470

825

-7350

-45970

400

-12330

+7150

-12330

1000

1500

-19740

1000

800

2100

1350

1500

1700

1975

950

800

-37080

550

1500

800

950

3000

PLINTH LVL. +450 F.G.L _00 +

BACK ELEVATION

H1'

A1H1

H3G3

500

+ _00

S.F.L (SF) +7050

-15280

1950

800

F.F.L (FF) +3750

W4 D2

1500

TER. F.L (TF) +10680

-27910

EXTERNAL PLASTER FINISH

1350

900

2100

ALUMINUM WINDOWS

900

3000

-19140

-10010

PLINTH LVL. +450 F.G.L _00 +

S.F.L (SF) +7050

-7760 W3

ALUMINUM WINDOWS

LEFT ELEVATION

-15280

W4 D2

LEFT ELEVATION

1500

900

-10010 W4

2100

800

F.F.L (FF) +3750

900

-19140

700

3000

1350

-10250

1400

700

2700 W7

500

-7760

1400

3000

-10250

1950

1450

500

1450

2700

3130

500

3450

+ _00

3000

TER. F.L (TF) +10680 W3

3000

500

-17920

MUMPTY LVL. +14355

2650

3000

2650

1700

1325

1050 W5

MUMPTY LVL. +14355

G1F1

+ _00

1500

3000

-17920 W5

OPEN COLONNADE

H3G3

3130

1975

1500

-32320

H1'

A1H1

500

2100

3000

1325

A10

-27910

EXTERNAL PLASTER FINISH PLINTH LVL. +450 F.G.L _00 +

Urban Design

DÉJÀ VU Studio - Network Studio Codesigned with Kshitij Sethi and Aditya Gupta

Site Name : Bajghera Altitude : 224 M Site Location (Macro) : Gurgaon (Near Dwarka Border) Site Location (Micro) : Sector 109, Sector 110, Sector 111, Sector 112 Topographical Features : Contours going from bajghera towards Najafgarh Basin Vegetation : Vegetation on site and around edges Area : 2763 Acres 59

Before Identifying the potential Objectives and Aims for the, we looked into the potential issues of the site in order to understand and be more conscious of the site. The primary issue of the site remains the lack of dedicated spaces for community interaction. • • • • •

The site has a deficit of dedicated open spaces. Unavailability of major social infrastructure and services in the area. Lack of investment in the area, especially related to social infrastructure and services. The site remains underdeveloped in terms of connectivity.

Currently the site has been plagued by multiple issues such as Poor Infrastructure, Less Connectivity, Poor Networks, Drainage and Sewage AProblems, along with many Socio-Cultural Problems.

Residents

Farmers

Small Retail Owners

Vision Statement - Creation of Socially Inclusive Communities through Socially Resilient Spaces

Henri Lefebvre emphasized that in human society all ‘space is social: it involves assigning more or less appropriated places to social relations….social space has thus always been a social product’. Social space becomes thereby a metaphor for the very experience of social life – ‘society experienced alternatively as a deterministic environment or force (milieu) and as our very element or beneficent shell (ambience)’. In this sense ‘social space spans the dichotomy between “public” and “private” space…is also linked to subjective and phenomenological space’.

Construction Workers

Passer-By

Local Authorities

Aim Statement - Working towards creation of a more sustainable and resilient site, by providing social spaces through architectural expressions in order to create a more inclusive society. Objectives – In order to fulfill the primary aim of the vision of Bajghera site, we have identified a set of predefined goals that would help us achieve this process. • • • • • •

Setting up of Required Urban Design Strategies for greater incorporation of social community on the site. Construction of Community Infrastructure such as Cultural Centers and Community Areas for more Social Resilience. Creation of more Learning Areas for more inclusion of lower sections of the site Placement of Local Markets on site for greater community interaction. Creation of Dedicated Open Spaces for communal interaction. Proper roadway connectivity within the site.

Community Center

Learning Center

62 Local Markets

Urban Green Spaces

SITE SELECTION After the initial analysis of the larger site of Bajghera, a smaller 150 acre site was chosen for the purpose of further design solutions and creation of the vision we want on our site. The smaller site was of the purpose of design of the vision we wanted for the site and how it portrays out towards the site. The overall selection and vision for our site determined the final outcome of our vision.

Hence Social Spaces and Inclusiveness are important are an area such as Bajghera which is diverse in terms of population and economic opportunities, as it helps in bringing the society of the site onto a singular plane that helps us in creation of a socially inclusive society/community through the use of architectural expressions.

High Incoming Population

Multiple Access Points

High Local Involvement

Present Lower Density of Population

Diverse Social Groups

High FAR Potential of Site

Utilizing the unique geographical location and shape of the chosen site we, choose to create more pedestrian and vehicular traffic in the site through the use of inviting spaces and hence creating a more engaging site for the use of the users.

Strategy Plan (1:2500)

The 150 acre site is divided into zones and based on the urban design strategies and edge conditions, so as to create a blend of social and communal spaces in it. Different zones based on usages such as Residential and Commercial were created for the site while smaller zones such as Institutional and Urban Green Spaces Blocks were derived from the Urban Design Strategies. Overall the site creates an inviting space especially for the Institutional Areas where the majority of the community and social interaction happens and hence created the Urban Plane we wanted to create for our vision. 64

Building Usage Plan

Site Visualization (Physical Model)

Building Height Plan

Through the 25 Acre Site we aim to showcase the proportion and size of our vision which related to social spaces. Through the use of the 4 Urban Design Strategies, we aim to design a site that is suitable for people of all strata and especially for people from Bajghera and our site which will culminate and congregate in the triangulation of the boundary of the 2 sites. The site so created here was used as the forthcoming 25-acre site with the vision of creating a perfect area that symbolizes our vision for the site.

PLANS

Demonstration Plan

Permanent Population

Floating Population

Density (People/Acre)

38,654 (76%)

12,207 (24%)

281

Area of Site

Education Infrastructure

Medical Infrastructure

181 Acres

Population of Site

Men Population

Female Population

50,861

27,974 (55%)

22,887 (45%)

SITE SECTIONS

S E C T I O N A A’

S E C T I O N B B’

A’

B’

RENDERS

Dissertation in Architecture 2021-2022 Evolution in Archi-Machinery

Today and the Future There are more adjustments in the works today. Construction equipment is becoming increasingly automated and connected. Organizations have begun to offer more gear that can move around and execute tasks on its own. Hardware can now be equipped with sensors that send important information about equipment performance to construction site managers. Electric automobiles, solar-powered energy, and other alternative fueling methods are becoming more widely available.

“By 2050 construction sites will be mainly populated by robots working in teams using ‘dynamic new materials’, with many components self-assembling. The only humans working there will be wearing ‘robotically enhanced exoskeletons’ controlling machinery…” - Balfour Beatty

Objective It is obvious that technology has an essential function in each growing and superior Industries. Nonetheless, making use of era within the guidelines of buildings is facing many limitations and is encouraged by using numerous factors. It often directs to a fixed of disagreements upon affects whilst asked to categories the most considerable aspects annoying their instructions of buildings at a furnished point in time. These studies will try to solve these variances or bridge the gap a number of the different reviews. In real truth, instructions of buildings in Jordan is concentrated on numerous impacts.

The denotations of “Construction” except “Technology” seems appropriate to begin with construction because this is considered as the fundamental motion to those Information Technology procedures applied. The reason of creation moves is to shape artwork statistics like buildings, roads, subways, in addition to bridges.

What Is the Need for Machinery in Construction Work? When applying work-based work procedures, the usage of hand instruments maintained with picked things of light equipment can make results identical with those cultivated while using simply strong stuff. For every advancement activity, there is an optimal blend of stuff and work. To utilize the stuff and work in the best way, the use of equipment ought to be meticulously arranged with the yield of the work gatherings. In What Sectors Machinery Is Not Promoted? Development has progressed such a lot of that human work has either been displaced either to some degree or absolutely by machines. People, associations and affiliations have gone to investigate on machines as an expected replacement of human work by. There have been theories that machines simplify work. Work which ought to be done by a couple of gatherings ought to be conceivable by a solitary person who is working a machine. Upcoming Machinery That Can Be Used? The improvement business is experiencing an amazing season of quick headway. According to different points of view, advancement equipment producers are starting to reflect Silicon Valley tech firms — advancing in telematics, free device and electromobility — to give a few models. More than ever, fundamental relationship among equipment makers and stuff customers are driving this change. The most important developments in construction equipment technology are in the following fields. 1. REMOTE-CONTROLLED MINING 2. CONNECTED MACHINES 3. AUTONOMOUS MACHINES 4. ELECTROMOBILITY

The focus of this report is on the impact of emerging technologies on the construction industry. The objective is to provide a wider overview, which can inform an encompassing discussion on the strategic business opportunities, risks and threats presented by emerging technologies and technological change on the industry.

Architects and designers have had a lot of success promoting their work to large, international audiences using digital tools. Sharing new techniques and utilising advances has enabled the dissemination of design techniques and processes to much larger groups of individuals. Previously, this information was only available to specific academies or practises at the forefront of these innovations. As a result, various perspectives on how this history should be told are now emerging from all over the world.

“Given the size and value of our industry, the potential for growth is enormous if we harness suitable and sustainable technologies. But in order to achieve it, we must dismantle our perceptions of how technology fits into our workplace and decipher the barriers we are coming up against `in their implementation…” 73

[Australian] Construction Industry Innovation and Productivity Report, 2016

These dramatic innovations result in more sophisticated, innovative construction methods, in addition to being functionally necessary. New technologies, whether designed specifically for buildings or for other industries, have the potential to influence lifetime, aesthetic, and usefulness. Because of the rapid development of new materials, the construction industry is almost always changing. While it's impossible to predict where it'll go, recent developments can give us an idea of how the construction industry may change in the near future. Buildings will become more advanced and sophisticated as building materials advance and become more sophisticated.

This study aims to describe how advancements in digital design and manufacturing techniques in architecture have influenced how people interact with the built world today. It accomplishes this by analysing some of the industry's important advancements in digital thinking, which span the late 1800s to the current day, with a constant emphasis on parametric design. Parametric design, in its broadest sense, is work that is guided by parameters and informs the architectural or design product through a set of principles.

8 75

House Interior Freelance Work in Collabiration with P.R.S Associates Delhi. A-126 Vasant Kunj, New Delhi

TYPIC AL FLOOR PLAN

LIFT 5’ X 4’-9” BALCONY

SHAFT ROOM 1 12’ X 10’ DRAWING ROOM 12’-6” X 19’

KITCHEN 6’ X 10’

ROOM 3 11’-6” X 10’

BALCONY

BATHROOM 8’-10” X 4’

ROOM 2 12’ X 10’ BALCONY

FALSE CEILING 1

10'3"

2'6"

3'6" 6"

12'

3" 3"

1" 1" 3"

1" 1"

1" 3"

2'6"

2" 3"

3'2"

6'10"

2'6"

0.8"

2" 2"

3" 3"

0.2"

0.0911

4" 6"

3" 1'1"

3" 7"

0.8"

10"

1'1"

8'8"

9'10"

6'6"

10"

1'1"

1'3"

2'4"

2'10"

2'3"

10"

2'10"'

1.5"

1'1"

1.5"

10"

12'3"

FALSE CEILING 2 10' 5" 6" 4" 2"

2'8"

10"

4" 3"

10"

FALSE CEILING 3

9'2" 1'8"

1'8"

6" 4" 3"

1' 7'7"

11'7"

1' 1'

Glass Paneling

8" 1"

0.2" 0.2" 0.2"

Wood Paneling

1' 4'

0.2"

1' 8"

0.2"

0.2" 0.2"

8" 8"

0.2" 1'

0.2"

Concrete slab

6" 4" 3"

A' 3"

1'4"

SECTION AA'

3" 3" 4" 6"

3" Concrete slab

1'4"

SECTION BB'

HALL FALSE CEILING

2' 4"6"

1'6"

1'8"

" 0.4

1'8"

0.4

" 0.4

1'8"

3" 1'6" 3"

3" 3"

1'8"

9" 6" 9"

1'6" 2'

2'8"

CENTER GLASS CLADDING DETAIL 6"4"

9" 6" 9"

0.4

1'8"

9" 6" 9"

12'6"

8'6"

0.4

5'6"

0.4

2'8" "

2'8"

0.4

2'8" 0.4

0.4

1'8"

2'8"

0.4

3" 3"

1'6"

2" 2"

9" 6" 9"

11'6"

1'6"

14'6"

18'6"

0.4

SECTION AA'

Concrete slab

3" 6"

1'6"

Glass Piece

SECTION BB'

Plywood

2" 2" 4"

1'6"

6"4"

PLAN PLAN

6'6"

4'3" 3" 2'

4'3" 3"

1'6"

9'6"

3'10"

1" 1'2"

1'2"

PLAIN MAIKA / VENEER

WOODEN PATTERN MAIKA / VENEER

4'3" 3"

VIEW 2VIEW 2

PLAIN MAIKA / VENEER

1'2"

1'11"

7'2"

1' 1'2"

PLAN

2'4"

1" 1'2"

1'11"

1 VIEW VIEW 1

1'2"

7'2"

2'4" 1' 2'

TUFFEN GLASS

2'10"

2'4"

TUFFEN GLASS

1'6"

PLAN

3'6"

7'2"

1'6" 1'6"

2'2"

2'2" 2"

1" 6"

2'4"

6" 7"

GRANITE

1'6" 1'6"

4'8"

GRANITE

1'3"

1" 6" 5" 1" 1'2"

4'8"

1'3"

1" 1" 5" 1'2"

1'6"

2'4"

TUFFEN GLASS

WOODEN PANELING

2'6"

2'10"

TILE

TUFFEN GLASS

2'6" 2'6"

2'2" 2'6"

2'2"

PAINT AS PER CHOICE

1'11"

3" WOODEN PATTERN MAIKA / VENEER

2'6"

PLAIN MAIKA / VENEER

6'6"

PLAIN MAIKA / VENEER

2'6"

1'11"

2' 3" WOODEN PATTERN MAIKA / VENEER

1'2"

3'6"

PLAIN MAIKA / VENEER

1'11"

7'2" 7'2" 1'2" 1'2" 1'2" 1'2" 1'2" 1'2" 1'2" 1'2" 1'2" 1'2"

1'2"

LAIN MAIKA / VENEER

KITCHEN CABINET - Elevation

W P

SECTION CC' SECTION CC'

SECTION CC’

SECTION DD' SECTION DD' 82

1'2" 1'2"

1'1"

10.7425

10"

1.6"

0.6"

10"

1'10"

0.6" 0.6" 0.6"

6.6"

0.6" 0.6" 1'8"

1'3"

2'10"

0.6"

6.6"

0.6"

3'4"

0.6" 0.6" 2'5"

5" 3'4"

1'10"

3'4"2'5"

1'1"

1'10"

1'10" 2'10"

3'6"

1'2.5"

5"3"

10"

10.7425

1'2" 5"

1'6"

1.6"

8" 10"

2'5"

7'3" 1'2.5"

1'2" 2'10"

1'6"

2'1"

5" 4" 1.6" 2'6" 0.9"

0.6"

1'2.5"

3'4"

2'2" 0.6" 0.6" 0.6"

1'1"

1'6"

1'3"3" 6.6" 0.6"

10"

1'2" 0.9"

6.6"

SECTION DD’ 1'1"

1'1"

" .6"

10"

SECTION AA’ SECTION AA'

1'2"

0.6"

2'4"

10"

1'1"

10"

1'10"

0.8" 0.8" 1'2"

10" 1'10"

0.8" 0.8" 1'2"

10"

2'1"

1'2.5"

0.6"

10"

PLAN

0.6" 0.6" 0.6"

10"

3'4"

0.8"

3'4"

10"

1'1"

1'2"

2'2" 0.6" 0.6"

0.6"

0.8"

6.6"

1'2.5" 2'4"

6.6"

0.6"

SECTION AA'

1'3"

0.6" 1'6" 7'3"

1'2"

0.8"

2'4"

1'3"

7'3" 1'2.5" 1'2.5" 2'4" 0.8"

10"

1'2.5"

6.6" 5"

1'6" 2'4"

0.6" 0.6" 2'5"

0.8"

2'4" 0.8"

1'10"

1'1" 7'3"

2'10"

0.8" 2'2"

6.6"

1'10"

1'1"

3'4"

2'4"

2'4" .8"

0.5"

2'4" 0.5" 0.5" 1'

0.6" 0.6" 2'5"

PLAN

0.6" 0.6" 0.6"

2'4"

0.6"

1'2.5" 3"

6.6"

7'3" 1'2.5" 0.6" 0.8"

1'3"

0.6" 1'6" 7'3"

6.6"

1'2.5" 2'4"

2'10"

1'1"

3'4"

D' 0.8"

2'10"

0.8"

1'10"

2'4"

1'10"

3'6"

0.8"

1'1"

7'3"

0.8"

1'6"

.6" "

3'6" 0.8" 1'7"

2'4" 2'4"

10.7425

2'10"

0.8" 2'2"

1.6"

2'10"

1'1"

0.8"

.8"

3'4"

10"

2'10"

3'6" 0.8" 1'7"

2'4" 0.5" 0.5" 1'

10.7425

1'2"

2'1"

" 4" 1.6" 2'6" 0.9"

0.9" 2'4"

1'2"

1.6"

10"

2'2" 0.6" 0.6"

0.9" 2'4"

3'4"

6.6"

2'4"

3'6"

1'3"

6.6"

2'5" 0.6" 0.6"

0.5"

5" 4" 1.6" 2'6" 0.9"

KITCHEN CABINET - Working Drawing

1'2.5"

3.8"

SECTION BB’

SECTION BB' C

B B'

A A'

PLAN PLAN

House Interior Freelance Work, Bhopal , M.P.

B-28 Aakriti Retreat, Co-Operative Society, Bawadiya Kalan, Bhopal, M.P.

GROUND FLOOR PLAN

STORAGE / UTILITY 1550 X 1400 (5' 0" X 4' 6")

OPEN AREA 3100 X 1400 (10' 2" X 4' 6")

WASH AREA 4050 X 1200 (13' 4" X 8' 10")

A EXTRA PLATFORM

2 SEATER SOFA

WARDROBE

BED SIZE 2000 X 1800 (6' 6" X 6' 0")

KITCHEN 3950 X 3450 (13' 0" X 11' 4")

FIRDGE

BEDROOM 1 4750 X 3350 (15'8" X 11') WARDROBE

EXTRA PLATFORM

UTENSILS CABINET

DRESSING TABLE

TV UNIT

TOILET 2000 X 1550 (6' 6" X 5' 0")

DINING CABINET

PUMPING SHAFT 900 X 1200 (3' X 3' 10")

3 4 DRAWING ROOM 3100 X 2515 (10' 2" X 8' 2")

6 SEATING DINING TABLE

5 6

TOILET 1950 X 1450 (6' 4" X 4' 8")

7 8

DECORATIVE PARTITION

9 10

2 SEATER SOFA

11 12

WARDROBE 3 SEATER SOFA

BEDROOM 2 3050 X 3650 (10' 0" X 12' 0")

SIDE SEATING

BED SIZE 2000 X 1800 (6' 6" X 6' 0")

TV UNIT

CENTER TABLE

DRAWING ROOM 3100 X 3130 (10' 2" X 10' 3")

2 SEATER SOFA

13 14

PORCH 2400 X 4950 (7' 10" X 16' 4")

15 16 17 18 19 20 21

VERANDH 3450 X 2000 (11' 4" X 6' 6")

22 23

LAWN

WARDROBE

FIRST FLOOR PLAN

BALCONY 2300 X 1200 (7' 6" X 3' 10")

2 SEATER SOFA

CENTER TABLE

CROCKERY CABINET UTENSILS CABINET

STUDY ROOM 2400 X 2350 (7' 10" X 7' 8") TV UNIT

BED SIZE 2000 X 1800 (6' 6" X 6' 0")

KITCHEN 2300 X 3450 (7' 6" X 11' 4") SEATING

BEDROOM 1 3050 X 4800 (10' 0" X 15' 7")

FIRDGE

PARTITION

1 SIDE TABLE

2 SEATER SOFA

2 SEATER SOFA WOODEN PANELING/ PHOTO FRAME

TOILET 2000 X 1550 (6' 6" X 5' 0")

PUMPING SHAFT 900 X 1200 (3' X 3' 10")

CENTER TABLE

3 4 5 6

TOILET 1950 X 1450 (6' 4" X 4' 8")

DRAWING ROOM 3100 X 4100 (10' 2" X 13' 45")

8 ENTRY 9 10

11 WARDROBE

DRESSING TABLE

WARDROBE

12 13 14 15

SIDE SEATING

DOWN

BEDROOM 2 3050 X 4765 (10' 0" X 15' 6")

2 SEATER SOFA

DRESSING TABLE

BED SIZE 1830 X 1500 (6' 0" X 5' 0")

KIDS ROOM 3100 X 3650 (10' 2" X 12' 0")

TV UNIT

BED SIZE 2000 X 1800 (6' 6" X 6' 0")

19 20

2 SEATER SOFA

BALCONY 3200 X 1000 (10' 5" X 3' 3")

TERRACE 2300 X 3200 (7' 6" X 10' 6")

21 22 23

TERRACE PLAN

1 PUMPING SHAFT 900 X 1200 (3' X 3' 10")

UP 3 4 5 6 7 8 9 10

11 12 13 14 15 16 17 DOWN 18

19 20 21

22 23

RENDERS

Shop Design Freelance Work in Collabiration with Savera Ventures, Bhopal 10 no. Market Near Folvaari (opposite manjeet)

ELEVATIONS

Front Elevation

FRONT FACADE

Side Elevation

SIDE ELEVATION 94

PLAN & ELEVATIONS

ELEVATION - D

WALL ELEVATION D

WORKING COUNTER

STAINLESS STEEL WORKING STATION

SHOP

ELEVATION - B

PLAN

WALL ELEVATION B WORKING COUNTER

STAINLESS STEEL WORKING STATION

PLANS

Exhaust Point at 8' ht

Security Camera at 8' ht

Socket at 4' ht SB Chimney point at 8' ht

Socket at 4' ht SB

Cob Cob

Focus light

Socket at 4' ht SB

Socket at 4' ht SB Fan Point at 7' ht Speaker at 6' 6" Main box at 3' ht

Speaker at 6' 6"

Main SB at 3' ht

Electrical Plan Electrical

Pendant Li Pendant Light

Ceiling Plan

Ceiling 97

PERGOLA Pergola TOPView VIEW Top

RENDERS

PRODUCED BY AN AUTODESK STUDENT VERSION

KIOSK

EAST ELEVATION

FRONT ELEVATION

THE KIOSK INCLUDE 2 SETS OF SEATING AND A CENTER TABLE WITH BOOK SHELF ON THE BACK.

DESIGN IDEA THE KIOSK IS BASICALLY DESIGNED FOR AN PUBLIC SPACE LIKE A GARDEN. IT HAS METAL FRAMES WITH COLOURED GLASS WHICH ALLOWS THE NATURAL LIGHT TO GET IN AND SPREAD EVENLY.

10 mm MILD METAL SHEET

WEST ELEVATION

Material Techniques and Processes KIOSK ELEVATIONS Project Semester Year

: Academic : 04 : 2020

PRODUCED BY AN AUTODESK STUDENT VERSION

11.1

BACK ELEVATION

NAME : ADITYA GUPTA, ADITYA PUNDIR, VARUN ATHOTRA GROUP - 4 CLASS : 2 - C

SEMESTER : 4

SUBJECT : MTP DATE : 7 APRIL 2020

ALL DIMENSION ARE IN MM

A kiosk is a small, free-standing physical structure that displays information or provides a service. Kiosks can be manned or unmanned, and unmanned kiosks can be digital or non-digital 99

SCALE :

1:100 SIGNATURE :

SHEET NO.:

PRODUCED BY AN AUTODESK STUDENT VERSION

SECTIONAL PLAN AT +708 mm

SECTIONAL PLAN AT +1440 mm

MATERIAL USED PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

SOFA MATERIAL A'

WEST ELEVATION PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED BY AN AUTODESK STUDENT VERSION

PLAN

WEST ELEVATION

KIOSK SEATING PLAN

PRODUCED BY AN AUTODESK STUDENT VERSION

Kiosks can also refer to a booth with a person who handles the transactions. These non-interactive or manned kiosks are still popular among businesses today and can be found in a wide variety of locations, including city streets, shopping malls, and airports

EAST ELEVATION EAST ELEVATION

SOFA SEATING NAME : ADITYA GUPTA, ADITYA PUNDIR, VARUN ATHOTRA GROUP - 4 CLASS : 2 - C

SEMESTER : 4

SUBJECT : MTP DATE : 7 APRIL 2020

SCALE :

1:100 SIGNATURE :

ALL DIMENSION ARE IN MM

100

PRODUCED BY AN AUTODESK STUDENT VERSION

DETAIL 3

DETAIL 2

DETAIL 1

DETAIL 4

SECTION BB'

SECTION AA' CURVED SHEET

4 mm COLOURED REFLECTING GLASSES AND PC SHEET ON THE TOP JOINTED THROUGH SOLDERING SO AS THE ARTIFICIAL LIGHT CAN DISTRIBUTE EVENLY.

MATERIAL USED

COST - 70/ sq. ft.

COST - 300 / KG

DETAIL 1

DETAIL 3

10 mm MILD METAL FRAME TO FIX THE GLASS IN IT AND WELD WITH OTHER METAL FRAME.

BOOK SHELF DETAIL 2

6MM COLOURED GLASS FIXED IN METAL FRAME

DETAIL 4

COST - 899 PER SHEET

COST - 130 / sq. ft.

PRODUCED BY AN AUTODESK STUDENT VERSION

SECTIONS WITH MATERIAL PRODUCED BY AN AUTODESK STUDENT VERSION

NAME : ADITYA GUPTA, ADITYA PUNDIR, VARUN ATHOTRA GROUP - 4 CLASS : 2 - C

ALL DIMENSION ARE IN MM

PRODUCED BY AN AUT

PRODUCED BY

PRODUCED BY AN AUTODESK STUDENT VERSION

WEST ELEVATION

1:100 SIGNATURE :

SUBJECT : MTP DATE : 7 APRIL 2020

101

WEST ELEVATION

SEMESTER : 4

SCALE :

SHEET NO.:

102

11.2 103

Building Construction furniture making Project Semester Year

: Academic : 01 : 2018

Explored types of wood used for furniture making, learned and applied various wooden joints. In Model Material used were used Wooden Panels, paint for smooth finish, nails at some point were joints were getting week, and used grinder for smoothen the wooden Panels.

11.3

Model Making Project Semester Year

: Academic : 01, 04, 05 : 2018 - 2020

104