Architectural Portfolio|KRVIA

Page 1

ARCHITECTURAL DESIGN

PORTFOLIO Selected Works Of Design And Creative Work 2017-20

Satyam Rastogi


CV

SATYAM RASTOGI Architecture Student 4th Year

C-43, Sector B, Aliganj, Lucknow-226024

This Portfolio is a cumulation of my academic work across the initial stage of architecture. These projects have varying sense of scale and approach towards the design of spaces. It reflects the decisions taken and questions asked across the journey of the Architecture Field.

16th September, 1998

Hello! I’m Satyam. I am currently a student of Kamla Raheja Vidhyanidhi Institute of Architecture. My passion for architecture initiated from my curiosity of production instinct. Throughout my education and personal experience, I pursued this instinct and I try to explore ways of architecture to evoke emotion and arouse curiosity. I try to relay my orientations to my designs and I hope to offer people places where they can get involved and create a sense of play.

+91 9936297498 satyam.krvia@gmail.com

Please enjoy the selected Work.


2017 - PRESENT

EDUCATION

Kamla Raheja Vidyanidhi Institute For Architecture And Environmental Studies (Krvia) B.Arch, Mumbai University | Semester 7

2015 - 2017 La Martiniere College, Lucknow Indian School Certificate Examination | 93.25% (PCM)

2003 - 2015 La Martiniere College, Lucknow Indian Certificate Of Secondary Education | 95% (Science)

SOFTWARE SKILLS

Confidence Level

Autocad Sketch Up Archicad (BIM) Adobe Photoshop Adobe Indesign Adobe Illustrator Rhino Lightroom

Others BIM WITH ARCHICAD (Beginner And Advance)

WORKSHOPS | ELECTIVES

Vistasp Mehta

ART IN MUSEUMS Archana Hande

THE FUNDAMENTAL OF DIGITAL PHOTOGRAPHY Kunal Bhatia

FINDING FORMS (Rhino+Grasshopper) Abhilasha Joshi

PARAMETRIC THINKING: Modular Systems Dimple Mehta

POLITICAL THEORY Hussain Indorewala

Pages Keynote Ms Office Resolume 6 iMovie Garage Band Photoediting Apps Model Making Laser Cutting Hand Drafting

DIGITAL TOOLS: Mapping and Visualisation (Resolume 6)

RESPONSIBILITIES

Kartik Gala

OTHER INTERESTS

Wai Documentation | Co-Curated Study Trip Committee Member

Musical Instruments: Tabla | 15Years

Sidhpur Exhibition | Co-Curated

Piano, Guitar, Drums, Dholak, Harmonium

Held A Photography Workshop | Pre-Annuals KRVIA

Travelling | Photography | Nature | Sketching

Kohima Exhibtion | Co-Curated

Bhatkhande And Prayag Degree In Music

FIFA | Food | Edms | Concerts | Own Music


01 02 03 04 05

Architectural Design

AGRI DEPARTMENT

Architectural Design

FISH MARKET | PLAZA

Architectural Design

HOME OF A GATHERING

Objects, Institutions, Identities

KOHIMA STUDY TRIP

Architectural Design

BREAKING BARRIERS

TABLE OF CONTENT


06 07 08 09 10 11

Artwork

PAINTINGS | SKETCHES

Freelancing | Event Shoot

PHOTOGRAPHY

All Semesters

ALLIED DESIGN

All Semesters

COLLABORATIVE WORK

Semester 6

WORKING DRAWINGS

Architectural Design

REHAB | COUNSELLING CENTRE



01 BREAKING BARRIERS No Man’s Land Second Year, Semester 3 The project is to occupy and utilise no man’s land which is not accessible and making living spaces for people coming from both the countries to interact with each other and create an atmosphere of peace and harmony, hence reducing the tension between the conflicting places to obtain a sense of utopia. So all of this happens in the winters and is executed by a huge cultural festival for a month on this no man’s land. These domestic structures become accessible during this time after which they melt away and are created again in the next winters. During summers the water melts and the water is taken to the respective villages to reduce the scarcity of water. The structures are built out of ice . The structure takes its shape according to the environment and hence has an organic form that has no rigidity. The structure has no walls and gives a sense of openness hence creating an ideal environment for the people to bond. The structures have columns which have pipelines inside them so that the water is sprinkled through them and hence creates the structure. The structures have high heights to ensure there is enough heat entrapment. The kitchen spaces and interaction spaces are common for people from different countries hence ensuring that the boundaries and problems are addressed and resolved. The structures tapers at the top reminding of the mountainous region it is placed in. The clusters of the structures are placed around the community space so that people access them whenever they exit their homes.


SOLACE SUPERIMPOSED Project Brief: In this installation, you have to enter inside the space surrounded by nails. Plug in the Earphones and experience the fusion of metal and tabla. Simultaneously, swing the nails with your hand and experience the superimposition of real sound and virtual sound. I would suggest you to close your eyes while listening.

PRINCIPLES:

1. Communal Effort 2. Civic Responsibility 3. Removing Obstruction 4. Participation 5. Immediacy 6. Radical Self Reliance 7. Synergy 8. Interactive Architecture


Process Models

Wax Models



02 KOHIMA

Object. Institution. Identities

Study Trip: Third Year, Semester 6 The object that we collect around us open out trajectories of connections with the world, material, functional and symbolic. These trajectories make communities, structure identities and are directed and mediated by institutions. The trip was interested in discovering these institutions and identities through the artefacts that existed around us and was documented by tracing multiple narratives. The study concentrated on the Kohima Village in the city, which owns the land upon which the city has grown. It lies just outside the Municipal Limits and his its own system of government.


migrant colonies

The wood used for building purposes was either cut from local forests or imported from nearby towns like Dimapur.This wood was further converted into smaller logs at the saw mills and the wood workshops. Due to ban on wood workshops, there weren't any large wooden workshops and almost all wood cutting work of the khel took place in these two saw mills.

Kohima's state museum has a collection of all different tribes, their costumes, the way they lived, their daily activities and the way they celebrated events. It had 3-dimensional statues of people and representation of spaces. Along with this, one could also see all different types of weapons, clothing materials, and basically get an insight in their lives.

Everyone belonging to the khel also took pride in their detail of wood craftsmanship. They believed that they carved wood way differently as compared to the other migrant labourers. They felt the craft came naturally to them and thus refrained from hading over any wood work to anyone except localites.

recreational centre

Kohima State Museum

P-Khel

D khel had two gathering spaces where the entire community would come together to celebrate cultural events and for social interactions- D khel playground and the recreational centre. The recreational centre was a traditional wooden structure on a raised platform. The inside spaces had wall hangings of a few traditional objects. The centre remained shut on most days. The Sekrenyii festival was celebrated in the D khel ground. The ground was the centre of the khel and most activities took place in the ground.

D Khel Playground

De Baed

De Baed

De

De Baed

Baed

De Baed

De Baed

De Baed

De Baed

De Baed

the rungoon

De Baed

The Principal's House The two storey house was built by the owner himself. He was the principal of the Government Middle School. The house overlooked the ground and the school. He resided in the house along with his wife and daughter, He was also the keeper of the keys of the recreational centre. The house actually had two parts- the old wooden part and a new RCC structure. There was a central open space next to which he had started gardening. While the upper storey was empty and not in use currently, the lower part of the RCC structure served as a dining area and a kitchen. The family still preferred to live in the older part of the house.

the wooden cupboard

The rungoon is a traditional Naga spear. It was mainly used as part of the traditional costume worn during cultural events. It sort of symbolised a warrior. The wood and other material used to make the weapon were brought from the Khunuma or Peg region. The owner of the house was a principal and thus the weapon added to his authoritative personality.

The Kohima Village was renowned for its tradition involving people building their own houses and using wood as a medium to make every essential object inside the house, from utensils to furniture to the house itself.


The labourers were usually from the north part of the countryBihar, Uttar Pradesh and Punjab. The people working in the bamboo industry stayed together, as did those doing cane work. The houses were usually built by native craftsmen, most of the times being the owner of the house itself.

Cloth Industry has grown very popular in Kohima. Cloth is imported from Punjab, Chandigarh, Uttar Pradesh and Bihar. This imported cloth is then sold in individual retail shops located in the main market outside the village.

Khedi Market

wood workshop

The D Khel is organised in a way that most houses are situated on a slope. It is a tight community of men who took pride in their skills as craftsmen and warriors. They were a tight community that trusted their skills way more than they believed in the professional wood workers.

All of the clothing material is found in the khedi market, situated in the centre of the city. A lot of the shops are also involved in mainly alteration works. There is a series of 2.5m by 3m shops inside the market.

Women Welfare Centre

The mills were basically temporary structures built from corrugated sheets and barely had any heavy machinery. They used wooden members and were externally covered with tin sheets. Each mill or workshop had 2-3 local workers each.

saw mill

The Corridor House The Corridor house was a linear wooden house built on a terrain and thus supported on stilts. It basically had a long corridor that connected all the rooms. It belonged to a family of five- parents and their three children. While one son had learnt wood work from his parents and gone o to build the house, the other had gone outside the city for higher education. The daughter on the other hand taught in the local school nearby and had keen interest in sewing her own clothes.

the dao and dao holder

the sewing machine

Native women in Kohima prefer sewing their own clothes rather than wearing bought clothes from the market. Almost all the people have a sewing machine in their houses. Women buy raw material from the khedi market and then stitch clothes individually at home.

The migrant workers who travelled to Kohima in search of labour intensive work were restricted to bamboo, cane and tin work. They could mostly be seen residing in temporary houses in the P khel, near the Don Bosco School.



03 HOME OF A GATHERING Sidhpur, Gujrat

Second Year, Semester 4 The site of BABAJI NI WADI is situated on a landmark surrounded by temples and a Ghat at a distance near to the site. My program Dharmshala has been built according to the concept of courtyards transforming from the idea of “Wavs� in Gujrat and typical Otla typology that is visible in the town of Sidhpur. It creates public gathering spaces according the functions. As Dharmashala is a place, where people come from different parts of the country, it is important to create a sense of homogeneity across the structure to develop interactions between the pilgrims and tourists. It helps to experience and blend in the culture of Sidhpur.


PHYSICAL MODELS

Concept Sketches

Materials Used Mdf 2mm | 5mm Laser Cut Walls by BalsaWood


Section AA’

Section BB’

SYNTHESIS MODEL

Site Elevation

Levels | Plinth Model



04 DEPARTMENT OF AGRICULTURE Kohima, Nagaland Third Year, Semester 6 Institutional Building

This structure is a proposed branch of the Department of Agriculture, Nagaland, with Public Park on one side and farmlands on the other side. The concept of the design is to provide a series of canopies of different spans and shape, which serve as a catalyst for the production of vegetation. 70% of the population of Kohima depends on the Agriculture. Hence, this structure will enhance the schemes made by the department. There is continuity in green patch, keeping the ground area, as public as possible. The big rectangular block consists of working spaces in the lower floor, followed by office spaces in the middle floor and the amenity spaces/gathering spaces on the top floor, using the contour which provides a beautiful view towards the south side. Precast concrete is used to form the external facades of the building.


1 GreenHouses Part of the Structure, making the front facade and absorbing all the south light for its use.

BOTANICAL GARDEN Walkway through the the garden with varieties of typical horticulture of Kohima.

2 Nurseries with a Water Body

Pavilion Used For several daily activities, gatherings, and the north east expo. There is a long ramp, which connects the road to the first floor.

OFFICE BUILDING Long Rectangular Block, which is sunken into the ground.

3 HUGE FARMLANDS Freshly grown vegetables and other edibles are sold there under a semipermeable canopy.


SECTIONAL PERSPECTIVE


3-D VIEWS


PROGRAMS | FUNCTIONS

FIRST | SECOND FLOOR

GROUND FLOOR | LANDSCAPE

LANDCAPE ๏

BOTANICAL GARDEN

ENTRY TO THE SITE

FLOWERBEDS

WATERBODY

FARMLANDS

PAVILION

PINE TREES ON THE WEST EDGE

PAVED | UNPAVED TRACKS

GROUND FLOOR | -2M ๏

EXTERNAL STAIRCASE

LABORATORIES

RESEARCH AND WORKING SPACES

STORAGE SPACE

TOILET BLOCK

ENTRANCE LOBBY

PUBLIC COURTYARD

FIRST FLOOR | +2M ๏

RAMP CONNECTING SITE ENTRY

RECEPTION

WAITING | LIBRARY

OFFICE AREA

CONFERENCE SPACE

SECOND FLOOR | +6M ๏

MULTIPURPOSE HALL

OPEN CAFETERIA | EATING SPACE

GREENHOUSE

KITCHEN

External Concrete Facade with drop slabs for plants to grow



05 FISH MARKET | PLAZA Wai, Maharashtra First Year, Semester 2

During our study trip, we researched and documented the market area of Wai, near Pune. This location also holds great significance of temples and religious/traditional structures. The market was the trading hub for alll spices, vegetables, fruits, clothing and daily essentials. The project is proposed, more organized space for a fish market for all the vendors. There is a public plaza at the entrance, which acts as a spill out area for the market space. The complex is enhanced by proposing an eatery space (restaurant) for especially fish related dishes. The entire site consists of two courtyards-public and private. There is even a separate entry for unloading and loading of goods from the back. Mangalore Tiles has been used as the roofing materials due to excessive use and easy availability in that area. The context and the connection with the site has been kept in mind before making any decision in terms of designing and functions.


Site Plan

Concept Model

Levels

Iteration Model | Internal Views

Ground Floor Plan

Legend: 1. 2. 3. 4. 5.

Public Corner Fish Market Semi Private Courtyard Entry towards Eatery Eatery Space

Roof Plan

6. Kitchen 7. Walkway 8. Select Fish to Cook 9. Entry for Unloading Goods 10.Private Courtyard 11.Storage

Side Elevation Using Mangalore Tiles

Back Elevation

Bird’s Eye View


Hand Drawn | Soft Pastels

Front Elevation

Physical Model Materials Used: 5mm Sun-board Corrugated Sheet OHP Sheets

Section AA’

Section BB’

Longitudinal Section CC’

Process Models

Volumetric/Massing



06 REHABILITATION AND COUNSELLING CENTRE Mumbra, Maharashtra Third Year, Semester 5 This is a project proposed in a 5000 sq.m.plot in Mumbra, Thane. The program of this structure is an All-Day Counselling Centre and a Rehabilitation Centre for the people living there. Through our research and site visits, I came up with a notion of making awareness regarding bad substance abuse which was highly evident in those area and an interaction/learning space for children as well as elderly people. The structure is an amalgamation of wooden box in the front [functioned as the counselling centre for kids and their family] and the heavy concrete block attached from the back [functioned as the Rehabilitation Centre]



5 C22

C23

C24

C25

C19

C20

5

13650

5

4

11350

4

3

7600

3

2

5300

2

1

0

1

2300

C21

4 C18

C13

C14

07

3750

C17

3 C16

2300

C15

2 C8

C9

C10

C11

C12

C1

C2

C3

C4

C5

C6

5300

C7

1

5800

5300

A

2800

B

5350

3000

C

2600

5300

2750

E

D

F

2750

G

2550

H

2850

I

WORKING DRAWINGS 18°

2850

990

RP2

8720

15015

18°

RP1

REFERENCE POINT 1

RP3

SCALE 1:50

4755

M

1220

2960

Architectural Representation And J L Detailing Studio K C40

REFERENCE POINT 3

Semester 6

C44

5280

C45

REFERENCE POINT 2 SCALE 1:50

CENTRELINE SCALE 1:100

SCALE 1:50

The institution project designed in Semester 5 in Mumbra, was taken for Working Drawings in Semester 6 and was further resolved. Plans, Sections and Elevations were detailed out along with construction details. The setting out of the whole building was laid out and parts like waffle slab, External facade and Skylight were detailed out. The portfolio consists of a total 15 drawings out of which some drawings are shown here. Bill of Quantiles has also been updated according to the requirements.


O N

M L K NOTES :

J 304

00

5

251

5

303

R25

0

15

0

309

2760

5

303

0

0

5 132

314

276

5

0

295 0 110

319

0 134

303

2760 5

13

55

0

0

440 440 440

135

324

18

45 19

0 117

137 0

0 329

17

5

169

5

303

5

0

5

237

5 334

829

0

5 138

393

5

0

360

300

540

0 140

0

675

0 132 0 160

110

0

133

610

5

0 130

10

156

0

182

610

191

13

0

C55 130

183

0

550

5 0

576

255

595

0

0

5

191

10

550

137

106

5

948 0

0

207

125

C54

550

C53

173

390

785 255

5

5

610

335

0

2090

17

C49 0 460

222 5

1350

13220

625

11

15

495

729

C46

C45

3315

5

11

C44

C48 2895

535

2000

125

0

0

0

37

5750

5

0

447

120

74

2000

0 165

407

0

C47 2880

2000

5

5

16

SITE PLAN 1:1000

5750

12

8150

398

520

552 84

12 540 4355

C50

5

3315

11

5

350

255

249

5760 3315

0 85

152

255

C51

2400

1100

5

2090

700

232

25200

18

3175

5

0

5 0

289

4650

C52

12

0

2700

2700

258

186

110

409

5 398

265

0

08 18

600

14

0

274

5

69°

0

0

110

289

129

5

0

680

550

5

0 385

785

0

15

C58

C56

5

302

1650

5 237

5 319

610

320

5

25

5

25

550

4460

882

70

114

80 °

C57

5

190

0

65

0

5

5

0

0

0

389

303

330

5

5

110

0 237

25215

193

179

675

0

0

0

0

193 0

138

5 157

244

932

2775

500

C62

C60

0

533

950

680

0

949

440 440 1320

181

193

275

C59

0

0

415

500

0

10

2875 11980

635

11980

2875

125 2875

2290

2285

1650

17345

0

85

125 1200

2200

C32

3485

3925

2420

500 X 500

6995

C25

C19

C20

4

2555

C18

2335

2700

4425

DIA: 350

1990

C15

2340

3

DIA: 500

C13

3410

COLLEGE STAMP AND SIGNATURE

3

1345 715

1455

C10

2

C16

3465

2900

C14

2195

E C10

2685

0 1125

3410

1800

14

C14,C19,C20,C26,C27,C33,C34,C35,C36,C37, D C38,C39,C40,C41,C43,C44,C45,C47,C48,C49, C52,C53,C54,C55 ,C56,C57,C58,C59,C60,C61

4

2895

C17

3410

1985

24860 2985

5 9995

C C26,C27,C28,C40,C44,C48,C49,C62,C63

C24

330

330 1815

10335

230 X 350

5465

C23 550

350

9300

B C23,C29,C30

C22

5495

1800

300 300 1875

300 X 300

2530

2530

1155 120

2445

5890

A C1,C2,C3,C4,C5,C6,C7,C8,C9,C11,C12,C13 C15,C16,C17,C18,C21,C22,C23,C24,C28,SC1

6

C30 2955

7080

SIZE

COLUMN NO.

3150

C21

5

COLUMN SCHEDULE 5175

7

C33

2060

2200

1200

2530

1845

1200

C29

1800

4970

0

1320

C31 1755

710

2525

19

6990

8

C36

C28

2590

2050

4270

3315 2595

7445

3730

8930

0

255

4885

35

C35

5450

5820

C27

5275

2180

2400

1220

840

45

7

5275

R990

22 80

670

255

450

4010

1565 1520

6730

1650 825

4275 1860

25

C26

9

C39

C34

54

12

15

29945

660

C38 3470

255

300 300

21850

C37

2200

680

820

0 61 60

11210

60

80

12

4270

R990

7855

24

18

1650

45000

00

8

6

10

C43

3470

14

0

1590

104

9

13

4335

840

840

4025 3150

11470

660

C42

0

C40

2700

4950

C41

5 388 482

2700

1470

14

1230

720

5750 5750

9995

5

427

C63

330330

0

9470

0

193

5 572

531

0

496

193

852

960

0

0

4295

40

0

135

0 330 330

123

0

508

5

120

631

235

0

121

0

0

154

5

980

16

132

0 389

605

557

150

456

C61

0

258

40 119

110 330

5

2330

5

443

110 330

110

110 330

110 185

476

25150

LOCATION PLAN 1:3000

0 275

1820

403

0

71

5

303

0 936

330

303

2750 0 276 0

276

2

880

C8

1240

C9

4180

2445

1925 C12

1610

3015

2090

C7

C11

2585

2420

2580

2530

C2

6040

B

C

5510 1800

1760

C1

1

PROJECT- REHABILITATION CENTRE MUMBRA, MAHARASHTRA

2085

330 330 330

660

5510 3965

DESCRIPTION

DWG.NO.

5335

3740

DATE

5495

REVISIONS:

C4

C3

C5

2805

C6

1

1835

3905

SECURITY ROOM 3.5M X 2.7M

1860

1075

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

1775

NAME: SATYAM RASTOGI

LOCATION PLAN

SETTING OUT

SCALE 1:500

SCALE 1:100

SCALE : 1:100

1275

970

LOCATION AND SETTING OUT

ROLL NO: 1764

N

DATE: 20/04/20 DWG NO. 1

A

I

H

G

F

E

D

GROUND FLOOR PLAN

SCALE 1:10 NOTES : O

O N

N M

M

3235

2010

1255

15

NO.

16

0

C60

C58

2750

C63

C59

S1

D2

C57

14

14 5595

3080

C56

1585

C54

C54

3030

1425

4360

O

4240

610

C45

C47

C46

11

27300

11

10

24550

10

D7 14

11 27300 13

C48

2750

L

2750

O N M

C45

C44

C46

SC7

L

C47

K

J

2750

C42

ARE

A: 32.5

SQ.

15 BAY 1:100

C38

9

C39

19050

C40

9

J

PE

C34

C35

C36

C31

C32

C33

8

21800

8

7

19050

7

6 C27

C29

C28

6

C30

17200

SLO

A: 32.5

PE

A: 32.5

SQ.

C35

C31

C32

7

19050

C27

C21

C22

C28

SC5

SC6

5 C23

C24

13650

4

4

SLOPE 1:2.5

SITE PLAN 1:1000 16

W3

C24

C25

15

C30

C29

11

C18

C19

11350

Y 11 0 BAPE 1:10

SLO

A: 32.5

SLO

PE 1:10

A: 32.5 ARE

SQ.

SQ.

M

11

ARE

10 0 BAY

W4

M

W5

BAY 9

5 C23

C19

C18

C20

SLOPE 1:2.5

9

13

4 11350 C17

SC2

10

AREA: 32.5 SQ. M

LEY

VAL

R1

4

C20

SLOPE 1:100

10

14

13650

SC4

9

FLOO

SC3

3750

3750

C17

W1

C36

5

C25

2300

C22

2300

C21

12

W2

6 17200 C26

1:2.5

17

C33

6

3550

5

PE

SLO

E

C34

21800

NO. M

M

ARE

8

SQ.

ARE

12 BAY 1:100

19050

C39

3550

C26

1850

2750 1850

7

C38

18

2750

8

WIND

1:2.5

13 BAY 1:100

SLO

C37

13

M

PE

VAL

12

9 2750

C37

SQ.

SLO

LEY

RP1

R1

PE

M

C43

RIDG

C40

8420

SLO

10 24550 C41

E

1480

2750

E E LIN RENC

18°

2750

8

3 C15

3

7600

3

2

5300

2

C16

C7

C8

C9

C10

C11

C13

SC1

2300

C14

2300

C13

2

3

7600

2

5300

BAY 7

12

C16

C15

C14

C7

SLOPE 1:100 AREA: 32.5 SQ. M

C8

C9

C11

C10

C12

6

C2

C3

C4

5800

C5

5350

0

1

1

C6

C2

C1

C3

C4

5800

5300

C5

5350

BAY 5

BAY 6

5300

2750

E

F

2750

G

2550

H

2850

0

I

8100

5300

A

5280

SCALE 1:50

990 690 330 230

1200 900 150

REFERENCE POINT 2 SCALE 1:50

230 X 350 500 X 500

WF2

RIDGE

BAY 2 SLOPE 1:100

3

3

BAY 3

SLOPE 1:100

AREA: 32.5 SQ. M

WF3

AREA: 32.5 SQ. M

DIA: 350 2

2

RIDGE

RIDGE

DIA: 500

E C10

BAY 1

BAY 4

SLOPE 1:100

SLOPE 1:100

AREA: 32.5 SQ. M

AREA: 32.5 SQ. M

WF4

COLLEGE STAMP AND SIGNATURE

RCC COLUMN 500X500

SKIRT PCC BED 2100X2100

1

TYPICAL PAD FOOTING PLAN

RCC COLUMN 230X350

RCC COLUMN 300X300

PCC BED 1200X1200

SCALE 1:25

RCC COLUMN 500X500

1

NO.

PCC BED 990X1200 150MM THK

TYPICAL PAD FOOTING SECTION

SCALE 1:25

DATE

S1 DWG.NO.

DESCRIPTION BAY 16 SLOPE 1:100

RCC PAD FOOTING 690X900

RCC PAD FOOTING 900X900

TYPICAL PAD FOOTING SECTION

REFERENCE POINT 3

PCC BED 990X1200

900

B C23,C29,C30 C C26,C27,C28,C40,C44,C48,C49,C62,C63 C14,C19,C20,C26,C27,C33,C34,C35,C36,C37, D C38,C39,C40,C41,C43,C44,C45,C47,C48,C49, C52,C53,C54,C55 ,C56,C57,C58,C59,C60,C61 RCC PAD FOOTING 1500X1500

NO. WF1

300 X 300

REVISIONS:

L

4755

M

SCALE 1:50

24600

1100

TYPICAL PAD FOOTING PLAN

150

RP3

21750

PCC BED 1200X1200 TYPICAL PAD FOOTING PLAN

C45

K REFERENCE POINT 1

19200

RCC COLUMN 230X350

WALL

4

OHT CAPACITY: 27000L SIZE: 4.2M X 3.5M X 1.8M

SIZE

A C1,C2,C3,C4,C5,C6,C7,C8,C9,C11,C12,C13 C15,C16,C17,C18,C21,C22,C23,C24,C28,SC1

I

600

150

RP1

C44

16450

RCC PAD FOOTING 690X900

150

8720

15015

18°

J

13700

1200 450 350

RCC COLUMN 300X300

1220

2960

RP2 C40

11100

RCC PAD FOOTING 900X900

5

OVERHEAD TANK

4

COLUMN NO.

2850

H

C

400 300

2850

2550

G

B

18°

990

2750

F

600

2600

D

2750

E

AREA: 32.5 SQ. M

150

3000

C

2600

D

150

2800

B

3000

C

2100

5300

A

2800

B

F3

SLOPE 1:100

C6

5300

COLUMN SCHEDULE

A

F2

6

AREA: 32.5 SQ. M

5

0

7 SLOPE 1:2.5

AREA: 32.5 SQ. M

5300

5300

1 C1

F1

VALLEY

SLOPE 1:100

1

BAY 8

SLOPE 1:100 AREA: 32.5 SQ. M

7

C12

NO.

8 RIDGE

REFE

C43

C42

4600

4600

12

9

C41

SLO

A: 32.5 ARE

14 BAY 1:100 PE

0 1256

495

RIDG

375

C44

C49

2600

C48

D6

15

14

2375

M

18°

2600

RP2

K

10

1:2.5

C50 2700

2700

13

PE

N

18°

1910

C

12

C51 SLO

18°

RP3

11

E E LIN RENC

15

2360

C49

14

C52

12 REFE

3 B W

D5

16

2700

2750

2700

0 1197

4065

C51 5745

C50

3 B W

C53

16

1415 1045

D3 D4

18 17

C53

C52

15

LOCATION PLAN 1:3000

13

17

2230

17

16

C55

C62

2700

0

2750

2700

35

18

13

1150

17

C56

C55

E RIDG

2750

C62 1150

18

D1

J

15

J

S1

C57

C61

2525

C58 1145

C59

DOOR

L K

2360

16

315

C60

C63

K

C61

N

M

17

5750

L 7100

O

18

4050

17

2360

18°

0 1255

3050

18

5750

L K

J

3050

4050

TYPICAL PAD FOOTING SECTION

RCC PAD FOOTING 1500X1500

PROJECT- REHABILATION CENTRE MUMBRA, MAHARASHTRA

PCC BED 2100X2100

SCALE 1:25

ROOF

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

A

CENTRE LINE AND FOUNDATION

CENTRELINE SCALE 1:100

SCALE 1:100

ROLL NO: 1764 SCALE : 1:100

DATE: 20/04/20 DWG NO. 2

C

D

E

F

G

H

NO.

I

ROOF PLAN SCALE 1:100

NAME: SATYAM RASTOGI

FOUNDATION

B

N

R1


NOTES :

NOTES :

M

O

1

2

M

3

4

5O

N

7

6

8

9

11

10

16

12

17

N 18

L K

18

L K

17

17

RIDGE LEVEL

STARTING POINT OF THE ROOF

16

490

5 158

16

J

580

J

885 885 885

560

0 191

5

835

239

15

WASHROOM FOR REHAB 6.8M X 12.3M

FIRST FLOOR

0

0

625

475

264

220

25

0

14

5

112

148

264

L HAL OSE URP X 8.0M MULTIP 3.4M

0

262

R4850

D1

LOCATION PLAN 1:3000

LOCATION PLAN 1:3000

0

0

13

0 125

5 107

5

183

625

18

203

13

18

0

GROUND FLOOR

17

146 0

0 207

17

14

5

0 220

5 157

15

560

5 481

230

0 117

1

D1

0 216

R2

1870

9

11

10

12

16

EAST ELEVATION

17

8

13

7

6

5

4

3

2

SCALE 1:100

1

15 TERRACE FLOOR

675

5685

1675

1870

14

11

4035

5645 R27

D1

13

11

11

60

1870

11

8

0

2020

1250

616

2405

5 334

7

6

245

0

1515

0 351

5

12

675

1385

5 233

0 371 5 131

14

4

18

1495

0

7270

440

300 5 131

920

D1

910

715 825

5

715

3

16

12

R1485

159

5 173 910

15

0

1695

685

167

2845

16

2

5830

13

19

30

0 449

SECOND FLOOR

2195

W1

4035

10

10

10

1870

56 10

10

7525

7120

530

FIRST FLOOR

9

9

8810

4035

9

12

9

SITE PLAN 1:1000

5740

1870

9140

12

SITE PLAN 1:1000 D1

8

8

1550

1625

4245

4035

7

7

6

6

5

5

PLINTH LEVEL GROUND FLOOR LEVEL

8

1870

14960

3595

1885 2250

4035

1920

1880

8

2720

2850 2665

4510

2925

1865

4035 2805

4

C20

COLLEGE STAMP AN

3

440

3860

REVISIONS: 5345

6100

5510

5660

3865

5510

2

2805

1805

440

5510

2

1570

440

2

C12

1045

C6

A C1,C2,C3,C4,C5,C6,C7,C8,C9,C11,C12,C13 C15,C16,C17,C18,C21,C22,C23,C24,C28,SC1

1

4455

1

C

B

A

I

H

G

C

B

A

D

E

D

E

1

DOOR SCHEDULE

2.5M

COUNSELLING SPACES

+2.5M

1.8M

2.5M

ENTRY GATES

WIDTH

0.5M

2.3M

2.5M17

1M

0.5M

2.2M

HEIGHT

+2.1M

0.8M

D5

TIMBER FRAMED CLEAR GLASS PANELLED PIVOTED ROTATING DOOR

+2.5M

2M

2.5M

CLINIC AND TREATMENT

W3

FIXED WINDOW ALUMINIUM FRAME WITH 6MM GLASS PANE

0.5M

1.7M

4.5M

D6

TIMBER FRAMED 45MM THK SOLID CORE FLUSH DOOR

+2.5M

1M

2.5M

KITCHEN AND STAFF QUARTERS

W4

DOUBLE LEAF WINDOW TEAKWOOD FRAME WITH 6MM GLASS PANE

1M

1.6M

1.5M

D7

TIMBER FRAMED TIMBER PANELLED PIVOTED ROTATING DOOR

+2.5M

1.2M

2.5M

LIVING CELLS

W5

FIXED WINDOW TIMBER FRAME WITH 12MM GLASS PANE

0.3M

0.6M

ALL TOILETS

W2

LOUVERS FOR TOILET VENTILATION ALUMINIUM FRAME WITH 6MM GLASS PANE

WALL FINISH SCHEDULE FLOORING SCHEDULE 16

2.4M

NO.

15

TYPE

NO. THICKNESS

SIZE

WF1

F1

INDIAN PATENT STONE FLOORING

600 x 600

+10900MM WOODEN RIDGE LEVEL

F2

CREAM COLOURED ANTI-SKID VITRIFIED TILES

600 x 600

12mm

600 x 600

12mm

F3

GLAZED FINISH VITRIFIED TILES

40MM

+6300MM SLAB SOFFIT LEVEL +5700 MEZZANINE LEVEL +5850MM BEAM SOFFIT LEVEL

14

H SIZE

CERAMIC TILES

-

18mm

300 x 300

20mm

WF3

FORM FINISH CONCRETE

-

WF4

ROUGH EXPOSED CONCRETE FINISH

-

13

CEILING FINISH SCHEDULE

G

F

THICKNESS

TYPE

NO. C1

TYPE

NO. S1

DATE

SCALE : 1:100

DWG

DESCRIPTION

DWG.NO.

C

B

A

PROJECT- REHABILATION CENTRE MUMBRA, MAHARASHTRA KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

FLOOR PLANS NAME: SATYAM RASTOGI

15mm

N

DATE: 20/04/20

ROLL NO: 1764 SCALE : 1:100

DWG NO. 4

LOCATION P

+6300MM SLAB SOFFIT LEVEL +5700 MEZZANINE LEVEL +5850MM BEAM SOFFIT LEVEL

3122

4350

4300

450

900

+3300MM FIRST FLOOR LEVEL +3150MM SLAB SOFFIT LEVEL

12

D

18mm

THICKNESS

BROWN GRANITE 120MM HIGH SKIRTING

+2650MM BEAM SOFFIT LEVEL

17

16

E THICKNESS

PLASTER FINISH WITH EXPOSED PAINT

SKIRTING SCHEDULE

-

+3300MM FIRST FLOOR LEVEL +3150MM SLAB SOFFIT LEVEL

LOCATION PLAN 1:3000 18

WF2

TYPE CM 1:6 NEERU FINISH PLASTER WITH EXPOSED PAINT

600

30MM THK WATER PROOF BLOCK BOARD FINISHED WITH PLASTIC LAMINATE

2.1M

A

NOTES :

DATE

3122

D4

W1

3850

1M

4902

+2.5M

ALL TOILETS

B

REVISIONS:

18

D3

2.5M

C

COLLEGE STAMP AND SIGNATURE

ROLL NO: 1764

+10900MM WOODEN RIDGE LEVEL

SILL HEIGHT

900

TYPE N FIXED WINDOW TIMBER FRAME WITH 6MM GLASS PANE

D

SCALE 1:100

SCALE 1:100

O

NO.

L

30MM THK WATER PROOF BLOCK BOARD FINISHED WITH PLASTIC LAMINATE

K

E

SCALE 1:100

SECOND FLOOR PLAN NOTES :

WINDOW AND VENTILATOR SCHEDULE M

TIMBER FRAMED CLEAR GLASS PANELLED PIVOTED ROTATING DOOR

F

NAME: SATYAM R

NORTH ELEVATION

DIA: 500

E C10

ELEVATIO

J

950

1.6M

G

SCALE 1:100

DIA: 350

K

450

+2.5M

LOCATION

KAMLA RAHEJA VIDYAN FOR ARCHITEC AND ENVIRONMENTA

L

600

HEIGHT

230 X 350 500 X 500

600

J

WIDTH

2845

D2

H

FIRST FLOOR PLAN

LINTEL HEIGHT

DWG.NO.

PROJECT- REHABILA MUMBRA, MAHAR

4902

D1

TYPE TIMBER FRAMED TIMBER PANELLED PIVOTED ROTATING DOOR

B C23,C29,C30 C C26,C27,C28,C40,C44,C48,C49,C62,C63 C14,C19,C20,C26,C27,C33,C34,C35,C36,C37, D C38,C39,C40,C41,C43,C44,C45,C47,C48,C49, M N C52,C53,C54,C55 ,C56,C57,C58,C59,C60,C61

O

FRONT FACADE/ SOUTH ELEVATION

2845

NO.

I

H

G

F

I

H

G

F

300 X 300

950

F

E

2805

600

3520

440

C5

C4

5225

D

C

B

A

C3

5875

3200

C2

3850

2750

3200

1

2745

SIZE

COLUMN NO.

1650

C1

DATE

COLUMN SCHEDULE

5355

5360 3365

C14,C19,C20,C26,C27,C33,C34,C D C38,C39,C40,C41,C43,C44,C45,C C52,C53,C54,C55 ,C56,C57,C58,C

LIBRARY 13.6M X 3.1M

2195

C11

1980 5495

C C26,C27,C28,C40,C44,C48,C49,C

3135

5220

1375

C10

B C23,C29,C30

E C10

3015

3

11745

C9

6040

J

7855 5920

3

C16

3135

1750

K

4

SPORTS THERAPY 10.9M X 10.7M

6105

1975 2245 440 440

1125

C8

A C1,C2,C3,C4,C5,C6,C7,C8,C9,C1 C15,C16,C17,C18,C21,C22,C23,C

L

M

N

2465 11865

C14

2640

C7

COLUMN NO.

4

3760

6750

C19

C15

2

1

5

2215

2275

2220

C18

C13

2

I

H

G

F

E

D

O

5900

2770

3

3

SCALE 1:100

2905

800

C17

4

COLUMN SCHEDULE

2320 2190

C

B

A

C25

C23

2195 1190

5595

4

5

WEST ELEVATION

6645

2130 1155

6

5325

2130 1250

7

1870

4700 2190 505

7

6

2325

2325

2325

2325

C24

C21

5

8

4035 570

4625

1015

1570

1865

1610

8405

2605

6310

6

13

18

1870 2700

760

7

+2650MM BEAM SOFFIT LEVEL

15

4350

3850

4300

3850

+0MM GROUND FLOOR LEVEL

14

11

DOOR SCHEDULE

11

13

H

+0MM GROUND FLOOR LEVEL

10

G

F

E

D

C

B

NO.

A SECTION AA'

12

9

DOOR SCHEDULE

9

H

SITE PLAN 1:1000 8

8

I

G

H

F

E

G

E

D

C

C

B

B

A

NO.

A

D1

SECTION AA'

7

7

6

6

+10800MM PARGOLA LEVEL

H

G

E

C

B

A

+9000MM BEAM SOFFIT LEVEL

+10800MM PARGOLA LEVEL

5

4

4

1.6M

1.8M

D3

+2.5M

D4

30MM THK WATER PROOF BLOCK BOARD FINISHED WITH PLASTIC LAMINATE

+2.1M

0.8M

D5

TIMBER FRAMED CLEAR GLASS PANELLED PIVOTED ROTATING DOOR

+2.5M

2M

2.5M WINDOW AND VENTILATO

D6

TIMBER FRAMED 45MM THK SOLID CORE FLUSH DOOR

+2.5M

1M

NO. 2.5M

D7

TIMBER FRAMED TIMBER PANELLED PIVOTED ROTATING DOOR

+2.5M

1.2M

6645

5325

+5850MM BEAM SOFFIT LEVEL

W1 7855

5920

W2

LIBRARY 13.6M X 3.1M

3015

3

440

3135 1045

1570 760

440

11745

1M

0.5M

0.5M

1.7M

WITH 12MM GLASS PANE 2.2M

1M

1.6M

NO.

0.3M

0.6M

F1

4.5M

FLOORING SCHEDULE 1.5M

B C23,C29,C30

ENTRY TO THE BUILDING

300 X 300

+0MM GROUND FLOOR LEVEL

230 X 350

G

H

500 X 500

C14,C19,C20,C26,C27,C33,C34,C35,C36,C37, D C38,C39,C40,C41,C43,C44,C45,C47,C48,C49, C52,C53,C54,C55 ,C56,C57,C58,C59,C60,C61

I

NO.

TYPE

F1

INDIAN PATENT STONE FLOORING

600 x 600

40MM

F2

CREAM COLOURED ANTI-SKID VITRIFIED TILES

600 x 600

12mm

600 x 600

12mm

SIZE

THICKNESS

F3

GLAZED FINISH VITRIFIED TILES

NO.

WF1

ENTRY TO THE BUILDING

WF2

DIA: 350

WALL FINISH SCHEDULE

DIA: 500

NO.

-450MM PLINTH LEVEL

SECOND FLOOR PLAN

WF1

COLLEGE STAMP AND SIGNATURE

I

SCALE 1:100

H

G

E

C

B

WF3

HICKNESS 40MM

WF1 WF2

TYPE

CERAMIC TILES

DWG.NO.

DESCRIPTION

THICKNESS

-

18mm

300 x 300

20mm

NO. C1

TYPE PLASTER FINISH WITH EXPOSED PAINT

SKIRTING SCHEDULE

THICKNESS 18mm

300 x 300

20mm

WF3 SECTION BB'

I

H

G

E

C

B

A

SECTION BB' SCALE 1:50

CEILING FINISH SCHEDULE SIZE

18mm

FORM FINISH CONCRETE

DATE

CM 1:6 NEERU FINISH PLASTER WITH EXPOSED PAINT

CERAMIC TILES

PROJECT- REHABILATION CENTRE MUMBRA, MAHARASHTRA KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

WF4

-

SCALE 1:50 ROUGH EXPOSED

REVISIONS:

NO.

CM 1:6 NEERU FINISH PLASTER WITH EXPOSED PAINT

WF2

A

WF4

WALL FINISH SCHEDULE

TYPE

CONCRETE FINISH

S1

TYPE BROWN GRANITE 120MM HIGH SKIRTING

C14,C19,C20, D C38,C39,C40, TYPE C52,C53,C54,

CERAMIC TILES

COLLEGE S FORM FINISH CONCRETE

ROUGH EXPOSED CONCRETE FINISH

DATE TYPE

-

S1

BROWN GRANITE 120MM HIGH SKIRTING

PROJEC MUM THICKNESS 15mm

CEILING FINISH KAMLA SCHEDUR NO.

TYPE

AND

PLASTER FINISH WITH EXPOSED PAINT

N

CEILING FINISH SCHEDULE TYPE

C C26,C27,C28,

CM 1:6 NEERU FINISH PLASTER E C10PAINT WITH EXPOSED

REVISIONS: SKIRTING SCHEDULE NO.

-

C1

NO.

B C23,C29,C30

-

SKIRTING SCHEDULE NO.

N

A C1,C2,C3,C4,

GLAZED FINISH C15,C16,C17, VITRIFIED TILES

WALL FINISH SCHEDULE

+0MM GROUND FLOOR LEVEL

E C10

COLUMN SCHEDU CREAM COLOURED COLUMN ANTI-SKID VITRIFIED TILES

THICKNESS

SIZE

TYPE

2.4MINDIAN PATENT STONE FLOORING

F3

FLOORING SCHEDULE SIZE

A C1,C2,C3,C4,C5,C6,C7,C8,C9,C11,C12,C13 +2650MM BEAM SOFFIT LEVEL C15,C16,C17,C18,C21,C22,C23,C24,C28,SC1

1

F

FIXED WINDOW TIMBER FRAME

W5

3860

E

TEAKWOOD FRAME WITH 6MM GLASS PANE

2.5M

FIXED WINDOW TIMBER FRAME WITH 12MM GLASS PANE

-450MM PLINTH LEVEL

D

FIXED WINDOW

W4

DOUBLE LEAF WINDOW TEAKWOOD FRAME WITH 6MM GLASS PANE

+1050MM GROUND FLOOR SILL LEVEL C C26,C27,C28,C40,C44,C48,C49,C62,C63

C

2.3M

W5

+1050MM GROUND FLOOR SILL LEVEL

4455

B

0.5M

W4

+6300MM BEAM SOFFIT LEVEL

+3150MM SLAB SOFFIT LEVEL

+3300MM FIRST FLOOR LEVEL COLUMN NO. +3150MM SLAB SOFFIT LEVEL

A

TYPE

+2650MM BEAM SOFFIT LEVEL

COLUMN SCHEDULE

5355

1

LOUVERS FOR TOILET VENTILATION ALUMINIUM FRAME WITH 6MM GLASS PANE

+5850MM BEAM SOFFIT +3300MM LEVEL FIRST FLOOR LEVEL

+6450MM SECOND FLOOR LEVEL +6300MM SLAB SOFFIT LEVEL

S HE

TYPE

FIXED WINDOW TIMBER FRAME WITH 6MM GLASS PANE

2.5M

W1

ALUMINIUM FRAME W3 WITH 6MM GLASS PANE WIDTH HEIGHT DOUBLE LEAF WINDOW

FIXED WINDOW TIMBER FRAME WITH 6MM GLASS PANE LOUVERS FOR TOILET VENTILATION ALUMINIUM FRAME WITH 6MM GLASS PANE

+

2.1M

F2 5345

6100

5220

5660

440

D7

FIXED WINDOW ALUMINIUM FRAME WITH 6MM GLASS PANE

2

2805

TIMBER FRAMED 2.5M TIMBER PANELLED PIVOTED ROTATING DOOR

W3

1805

5510

2

+6900MM BEAM SOFFIT LEVEL +6750MM BEAM SOFFIT LEVEL

+

45MM THK SOLID CORE FLUSH DOOR

W2

SILL HEIGHT

+6300MM BEAM SOFFIT LEVEL NO.

+6300MM SLAB SOFFIT LEVEL

8405

SPORTS THERAPY 10.9M X 10.7M

3

1M

+

2.5M TIMBER FRAMED

WINDOW AND VENTILATOR SCHEDULE +6900MM BEAM SOFFIT LEVEL +6750MM BEAM SOFFIT LEVEL

+6450MM +9000MM BEAM SOFFIT LEVEL SECOND FLOOR LEVEL

2465 11865

D5 D6

+10150MM BEAM SOFFIT LEVEL +9900MM UP TURN BEAM LEVEL +9600MM TERRACE FLOOR LEVEL +9450MM SLAB SOFFIT LEVEL

SITE PLAN 1

TIMBER FRAMED CLEAR GLASS PANELLED 2.5M PIVOTED ROTATING DOOR

+2.5M

+10500MM ROOF LEVEL

5

+

HEIGHT WIDTH D4

+2.5M

+10150MM BEAM SOFFIT LEVEL

I

+

30MM THK WATER PROOF BLOCK BOARD FINISHED WITH PLASTIC LAMINATE

TIMBER FRAMED CLEAR GLASS PANELLED PIVOTED ROTATING DOOR

+10500MM ROOF LEVEL +9900MM UP TURN BEAM LEVEL +9600MM TERRACE FLOOR LEVEL +9450MM SLAB SOFFIT LEVEL

TIMBER FRAMED TIMBER PANELLED PIVOTED ROTATING DOOR

+

30MM THK WATER PROOF BLOCK BOARD FINISHED WITH PLASTIC LAMINATE

30MM THK WATER PROOF BLOCK BOARD FINISHED WITH PLASTIC LAMINATE

D2

SCALE 1:50

TYPE

D3 LINTEL HEIGHT

+

TIMBER FRAMED CLEAR GLASS PANELLED PIVOTED ROTATING DOOR

D2

SCALE 1:50

LI HE

TYPE TIMBER FRAMED TIMBER PANELLED PIVOTED ROTATING DOOR

D1

10

THICKNESS

ROLL NO: 17


NOTES :

H

200 150

I

2580

100

200

LOCATION PLAN 1:3000

100

PE

1:2.

5

SLO

100

C3

GE SQ.

PE

M

1:2.

5

SLO

200

25

150

200

150

PE

A: 53.5

13 BAY 1:100 PE

LEY

SLO

30

A: 53.5

GE

SLO

RID

SQ.

M

M GE

PE

A: 53.5

SQ.

ARE

12 BAY 1:100

SLO

200

400

RID

ARE

100

400

2580

200

100

15

BAY 1:100 PE SLO M SQ. A: 53.5

ARE

14 BAY 1:100

SLO ARE

VAL

400

200

400

100

45

100

75

75

100

50

RID

100 25

10 50

30

100

265

60

65

60

155

100

150

100

200 150 200

200

RID

GE

200

RID

GE

Y 11 0 BAPE 1:10

SLO

ARE

10

BAY 1:100 PE SLO M SQ. A: 53.5

A: 53.5

SQ.

M

ARE

BAY 9 SLOPE 1:100 AREA: 39 SQ. M LEY

C3

C2

BAY 7

C4

C6

C5

D1

3500

RIDGE

KEY PLAN AT 1:500

C1

I

H

G

F

E

D

C

B

A

200 150 200

VAL

BAY 8

SLOPE 1:100

SLOPE 1:100

AREA: 61 SQ. M

AREA: 61 SQ. M

D2

C33 C8

C9

C32

C7

C31

C12

C11 C10

W1

D1

C14 C16

D1

BAY 5

BAY 6

D1

SLOPE 1:100

SLOPE 1:100 RIDGE

4590

VALLEY

C15

6

C30

C17

C18

C19

C29

C20

7265

C13

C28

C27

D1

C26

6

AREA: 61 SQ. M D1

D1

C25

3700

C29

3020

C24

C32

C31

C35

C34

4000

C23

C30 C33 C36

C20

C28

C19

5

C38

C39

C40 C41

C43

C42

4

OVERHEAD

OHT CAPACITY: SIZE: 4.2M X 3.5M

D1 D1

C45

C18

C48

C17

C37

9750

500 D1

3100

4

C27

C25

12

C24

C22

C23

C21

C22

6450 D1

C26

C21

5

AREA: 61 SQ. M

C47

C46

C44

BAY 2

D1

SLOPE 1:100

C49

12 3°

C50

4025

3840

AREA: 31.5 SQ. M

D1

3100

C51

D1

230 150 200

C52

C53

30

C55 C57 D1

QUARTE STAFF X 3.5M 2.6M

3950

RS

C58

C60

2

D1

RS

C12

QUARTE STAFF X 3.5M 2.6M

C11

5900

3510

C61

C9

REVISIONS:

D2

6400

2400

BAY 16

3700

DATE

C4

C3

8900

C6

5150

AREA: 32.5 SQ. M

PROJECT- REHABILATION CENTRE MUMBRA, MAHARASHTRA

1

MUNICIPALITY WATER SUPPLY

SKIN DETAIL

I

H

G

F

MUNICIPALITY SEWAGE DRAINS

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

3760

E

D

C

B

NAME: SATYAM RASTOGI

I

H

SCALE : Given

DWG NO. 8

3

NOTES : M

N

DATE: 20/04/20

ROLL NO: 1764

O N

H

18 17

2825

230

825

: 32.5

SQ.

: 32.5

SQ.

M

11

500

SLOP

AREA

10 BAYE 1:100

SLOP

10 70

100

23000 BAY 7

825

SLOPE 1:100 AREA: 32.5 SQ. M

1:10 PE SLO

1200

SLO PE

1:10

0

0

0 1:10 PE SLO

1200

I

2500

9

1200

0 1:10 SLO

PE

1:10 SLO

1200

PE

1:10 PE SLO

500

GULLY TRAP

GULLY TRAP

INSPECTION CHAMBER 1

H

SLOPE 1:60

INSPECTION CHAMBER 2

I

GULLY TRAP

GULLY TRAP

SLOPE 1:60

SLOPE 1:60

INSPECTION CHAMBER 3

2965

INSPECTION CHAMB

3010

1660

7 VALLEY

SLOPE 1:2.5

6

11

20 12

4300

5

15 90 0

2460

650

995

1195

445

13

0

70

SLOPE 1:2.5

2195 20

2645

850

0

6

200

10 0

850

850

850

250

140

12

6

100

150

3825

3825

3380

0 21

90

150

170

150

170

150

REVISIONS: DATE

110

230

150 150

200

SKYLIGHT AND ROOF DETAIL

I

NAME: SATYAM RASTOGI 150

H

DESCRIPTION

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

20

G

DWG.NO.

PROJECT- REHABILATION CENTRE MUMBRA, MAHARASHTRA

445

5

4250

150

2600

120

215 225

750

5

850

850

850

850

850

850

120

20

14

0

130

G

H

I

ROLL NO: 1764

DATE: 20/04/20

SCALE : Given

DWG NO. 10

N

400

400

400

400

400

560

600

400

150

400

400

300 945

2485

150

3

7 595

7

400

230

I

H

G

F

835

100

I

H

835

1290

18

70

595 G

3630

230

350

1

F

E

D

0

00 30

12500

C

45

13 65

29

200

B

150

20 110

10

A

1355

1095

60

60

90 50 110

160

1

35 40

2960

SLOPE 1:100 AREA: 32.5 SQ. M

37 75

230

40

BAY 4

BAY 1 SLOPE 1:100 AREA: 32.5 SQ. M

G

120

50 100

2

RIDGE

RIDGE

100 30

50

150

12000

12000

AREA: 32.5 SQ. M

40

180

3

SLOPE 1:100

AREA: 32.5 SQ. M

20

3

100

80

80

BAY 3

80

4

OHT CAPACITY: 27000L SIZE: 4.2M X 3.5M X 1.8M

100

OVERHEAD TANK

BAY 2 SLOPE 1:100

170

12500

650

4

05

12

70

6950

120

2600

400

RIDGE

AREA: 32.5 SQ. M

1300

BAY 6 SLOPE 1:100

AREA: 32.5 SQ. M

5

525

BAY 5 SLOPE 1:100

1045

6

F

900

2845

BAY 8

SLOPE 1:100 AREA: 32.5 SQ. M

800 900

450

450

R1

7

800 900

825

8

RIDGE

8

2500

SLOPE 1:2.5

9

10

600

AREA: 32.5 SQ. M

EY

25300

VALL

825

1785 BAY 9 SLOPE 1:100

800 900

550

M

AREA

10

125

LOCATION PLAN 1:3000 825

50

R4

125

E RIDG

11

125

2720

975

RIDG

0

1455

20

11 BAYE 1:100

2720

300

180

100 SLOPE 1:2.5

14

13

900

900

1100

230

6950

15

800 900

20

0

100 12

0 455

1200

E 1:2.5

SLOP

0 270

1000

2250 800

M

975

SQ.

1310

: 32.5

M

900

SQ.

E

: 32.5

1050

SLOP

AREA

12 BAYE 1:100

SLOP

150

EY

1200

1300

825

1050

1200

2560

80

2565

825

300

825

950

600

600

950

600

230

825

250

2845

150 13 BAYE 1:100

AREA

2

2845

0 14

VALL

2845

320

SLOP

AREA

17

16

70

70

E

0

40

RIDG

12

825 200

13 E 1:2.5

0

E 1:100 SLOP M SQ. : 32.5

2845

125 65

130

30

50

15

AREA

14

0

BAY

E 1:100 SLOP M SQ. : 32.5

1505

BAY

18

50

14

60

800

600

100

50

1505

R1

150

40

2845

125 150

20

110

20

15

2845

230

70

SLOP

260

150

900

E 1:2.5

0

J

60

16

0

455

850

80 100

7200

800

L K

850

A

C5

2600

2300

C2

C1

1

SLOPE 1:100

DESCRIPTION

DWG.NO.

5070 D1

12

SLOPE 1:100 AREA: 33 SQ. M

C63

C10

SLOPE 1:100 AREA: 36 SQ. M

C59

W1

6790

C8

BAY 4

BAY 1

C54

D1

RIDGE

RIDGE

69°

C56

D1

C7

3

C14

3550

2

C16

C15 C13

IA CAFETER X 12.1M 11.8M

3100

3


SIZE in mm

INVERT LEVEL

I.C

-450 MM

900 x 600

2

-475MM

3

900 x 600

1660 mm

-520 MM

900 x 600

3010 mm

-570 MM

900 x 600

2980 mm

5

-675 MM

900 x 600

6385 mm

6

-745 MM

900 x 600

3550 mm

-805 MM

900 x 600

4110 mm

BAYS 1 2 3 4 5 6 7 8 9 10 11 12 10 11 12

5

OF QUANTITIES

E 1:2. LOP

5

SLOPE 1:2.5

0

4

BAY AREA

TOTAL AREA

NOTES :

DISTANCE

1

Total Area of Terrace = 1022.8 sq.m Area used for collecting water = 1022.8 sq.m Total Annual Rainfall = 2200mm Thus, Total volume of water collected on terrace = 2.2 x 1022.8 = 2250.15 cu.m

AREA (SQ.M) 31.6 36 32.5 33 61 61 61 61 39 53.6 53.6 53.6 53.6 53.6 53.6

BILL OF QUANTITIES

LOCATION PLAN 1:3000

Effective water collected on a flat terrace is considered 80% of Total Total water collected on Flat Terrace = 0.80 x 2250.15

I can produce sheets for BOQ, to get the approximate amount of expenditure to be made by the client for his structure.

Flushing water required per day = 3.36 cu.m Total flushing water required for 3 days = 3.36 x 3 = 10.08 cu.m Therefore, volume of collection tank = 10.08 cu.m = L x B x H

MS POWERPOINT, MS WORD PAGES, KEYNOTE, INDESIGN

Height of collection tank = 1.5m Area of collection tank = 10.08 / 1.5 = 6.72 sq.m Dimensions of collection tank

= 2.6m x 2.6m x 1.5m

1022.8

SITE PLAN 1:1000

DETAIL OF SITE HYDRANT SLOPE 1:2.5

LEGEND BMC TO UGT UGT TO OHT

SLOPE 1:2.5

OHT TO TOILET & KITCHEN

DOMESTIC UPTAKE

IC 1

FLUSHING UPTAKE

WASTE PIPE TO IC NON-RETURN VALVE

IC TO IC, IC TO MAIN SEWAGE

1660

-450MM

IC 2

FILTER BED

RAINWATER PIPES

-475MM

3010

PLAN OF TRENCH , 1:10

AD TANK RWH TANK 2.6M X 2.6MX 1.5M

Y: 27000L .5M X 1.8M

TRENCH FOR SURFACE WATER

IC 3

BAY 3

PUMP 2

PUMP 1

TO FLUSHING TANK

AREA: 32.5 SQ. M

IC 4

SIZE

COLUMN NO. A C1,C2,C3,C4,C5,C6,C7,C8,C9,C11,C12,C13 C15,C16,C17,C18,C21,C22,C23,C24,C28,SC1

DISCONNECTING CHAMBER

-570MM

6385

COLUMN SCHEDULE

BORE WELL

2960

SLOPE 1:100

PUMP 1

PUMP 2

-520MM

UGT CAPACITY: 74000L SIZE: 4.2M X 10M X 1.8M

300 X 300

B C23,C29,C30

230 X 350

C C26,C27,C28,C40,C44,C48,C49,C62,C63

500 X 500

C14,C19,C20,C26,C27,C33,C34,C35,C36,C37, D C38,C39,C40,C41,C43,C44,C45,C47,C48,C49, C52,C53,C54,C55 ,C56,C57,C58,C59,C60,C61

STOP COCK

DIA: 350 DIA: 500

E C10 IC 5 500

METER WITH NRV

COLLEGE STAMP AND SIGNATURE

3550

-675MM

STOP COCK

SECTION OF TRENCH, 1:10

WATER METER WITH NRV

IC 6

SITE HYDRANT

-735MM

REVISIONS: 4110

SITE BOUNDARY WALL

PERCOLATION PIT

TMC STOP COCK

DATE

DWG.NO.

DESCRIPTION

GOOSE NECK

NON RETURN VALVE

-805MM

NS

DC

PROJECT- REHABILATION CENTRE MUMBRA, MAHARASHTRA

LY BMC MAIN WATER SUPPLY LINE

KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

BMC SITE HYDRANT

SITE SERVICES NAME: SATYAM RASTOGI ROLL NO: 1764 SCALE : 1:100

N

DATE: 20/04/20 DWG NO. 11

NOTES :

6 INLET FROM UGT

VENT PIPE DIA 50mm CI COVER DIA 900mm

H

100

600

MIRROR WASH BASIN

OVERFLOW PIPE CONCRETE OHT WALLS 150mm THK BAFFLE WALL FIRE FIGHTING DOMESTIC DOWNTAKE PIPE DIA 20mm (DOMESTIC) FLUSHING STOP COCK

HAND DRYER

1300

300

FREE BOARD

600

BILL OF QUANTITIES

+9600MM TERRACE LEVEL

800

SUMP FLUSHOUT VALVE

I can produce sheets for BOQ, to get the approximate amount of expenditure to be made by the client for his structure.

MS POWERPOINT, MS WORD PAGES, KEYNOTE, INDESIGN

TISSUE HOLDER

1500

SLO

LOCATION PLAN 1:3000

1200

PE

1:10

0

900

MARBLE MODESTY BOARD W/C

I

NAHNI TRAP ANGLE COCK

These Sheets Contain Information Regarding The Quality And Quantity Of Various Materials To Be Used To Construct The Building.

+9600MM TERRACE LEVEL

GULLY TRAP

INSPECTION CHAMBER

BER 4

300

+3300MM FIRST FLOOR LEVEL

400

1100

835

545

LOUVERED WINDOW

1600

SITE PLAN 1:1000

400

700

CISTERN

SOIL PIPE NAHNI TRAP WESTERN WATER CLOSET COLUMN SCHEDULE

SIZE

COLUMN NO.

P.C.C. BED DRY RUBLE PACKING RAMMED EARTH

BENCHING WASTE WATER PIPE

A C1,C2,C3,C4,C5,C6,C7,C8,C9,C11,C12,C13 C15,C16,C17,C18,C21,C22,C23,C24,C28,SC1

300 X 300

B C23,C29,C30

230 X 350

C C26,C27,C28,C40,C44,C48,C49,C62,C63

500 X 500

C14,C19,C20,C26,C27,C33,C34,C35,C36,C37, D C38,C39,C40,C41,C43,C44,C45,C47,C48,C49, C52,C53,C54,C55 ,C56,C57,C58,C59,C60,C61

O N M

DIA: 350

L K

DIA: 500

E C10 J

COLLEGE STAMP AND SIGNATURE 18 17

16

C61

QUARTERS STAFF X 3.5M 2.6M

D1

C60

15

C58 C63

C59

QUARTERS STAFF X 3.5M 2.6M

D1

14

C57

69°

C56

C62

13

C55

C54 C53

CAFETERIA X 12.1M 11.8M

12

C52

3° 12

6

18 17

C51

D1

REVISIONS:

C50 C49

I

H

16

11

15

C44

C48

C45

C46

C41

C42

C43

C37

C38

C39

C34

C35

C31

C32

C47

11

D1

WORKING SPACES

D1

10

14

DATE

DWG.NO.

DESCRIPTION

10

C40 YOGA AND MEDITATION 3.4M X 8.0M

9

13

9

12

8

C36

8

12

7 C26

6

C33

C28

C27

7

6

C30

C29

FAMILY THERAPY AREA 3.4M X 8.0M

C21

5

C22

C23

C24

C25

5

D1

D1

4

C17

C18

4

C20

C19

D1

PROJECT- REHABILATION CENTRE MUMBRA, MAHARASHTRA KAMLA RAHEJA VIDYANIDHI INSTITUTE FOR ARCHITECTURE AND ENVIRONMENTAL STUDIES

D1

3

C13 D1

3

C16

C15

C14

D1

KITCHEN 2.6M X 3.1M

D1

W1

C10

2

C7

C8

C11

C9

2

C12

ADMIN OFFICE 5.6M X 3.0M

TOILET DETAIL

D2

PERSONAL COUNSELLING 4.7M X 8.3M

CANTEEN 5.3M X 3.1M

F1 S1

WF1 C1

D1

C1

1

C2

C4

C3

C5

C6

1

NAME: SATYAM RASTOGI

SECURITY ROOM 3.5M X 2.7M

A

B

C

D

E

F

G

H

I

ROLL NO: 1764

DATE: 20/04/20

SCALE : Given

DWG NO. 12

N

BILL OF QUANTITIES

I can produce detailed measurement sheets.

MS EXCEL, MS WORD PAGES, KEYNOTE



08 COLLABORATIVE WORK All Semesters Designing | Model Making | Presentation | Urban Theory Hands On Exercise


The entire structure is built on contours.

KOVALAM BEACH RESORT LEARNING THROUGH MODELLING Subject: College Projects Second Year

The subject was looking at the understanding of various buildings and designs around the globe that breaks the notion of conventional practice in terms pf construction and tectonics of the building.

PLAN

The connection of the rooms with each other and with the common areas above is via staircase tucked between two units of rooms, providing it natural shade. Model Pictures showing staircases

• Cross-ventilation is essential in the hot and humid climate of Southern India. Traditionally in Kerala, buildings were built in a pyramidical form with the plinth rising parallel to the slope of the tiled roof. This minimised the need for enclosing walls and Correa has used this knowledge to his benefit.

We tried achieving the contours using rubble sole and Plaster of Paris in our model.


FINAL MODEL

FINAL MODEL

PROCESS MODELS


PARALLEL PAVILION PARAMETRIC THINKING

Subject: KRVIA Elective Second Year

The project was to design a singular module with joineries and using them, we have to create rules for arrangements. Hence following these rules, allowed us to come up with adjacent final design. These designs can be installed with such more arrangements and it will grow on all sides.


MANI BHAVAN

Gandhi Museum, Mumbai


AD Cultural Platform First Year

The project tried to study the spatial experiences and the human anthropometry by carving out spaces to scale from a block of soap. The soap models represent a kind of platform for various stage related programs like dancing, martial arts etc. The crevices and voids are abstract ways of light and ventilation into the space.

Final Model made of Soap

Process Model

Process Panel

Zoomed-In View Of The Space With Activity


WORKSHOP

Travel Network First Year

In this introductory workshop, we developed an installation to replicate the interface of several travel applications.


BRICK JALI WALL

BRICK JALI WALL

Construction Details Of Brick Joinery First Year

It is a hand-on exercise, where we used 230MM x 115MM bricks to make a standing jali wall for our design. These pictures contain front elevations and plan of various designs.

BRICK JALI WALL

It is a hand-o wall for our de


on exercise, where we used 230MM x 115MM bricks to make a standing jali esign. These pictures contain front elevations and plan of various designs.

CONSTRUCTION DETAILS OF BRICK JOINERY





09 ALLIED DESIGN All Semesters


Steel-Wood-Concrete Grip The project was to create a working mechanism which follows time using materials like wood, steel and concrete. The handle is casted of concrete with wooden bracings fitted inside it. Each of these bracings are attached to each other using steel nuts which allow the movement. The front portion is installed with steel L-angles to pick or grasp something. This is how it travels a particular distance w.r.t. time and performs a task.


Inside Water This is an installation which was transformed from a text of a fairly tail book known as Princess and the frog. This visualises the perception through the frog’s eyes when he is inside water in search of the golden ball. The centre spot, the brightest part is what is suppose to be the ball. This Installation is around 2.5m in length. The circular framework is made of bamboo tied to each other with necessary bracings. The structure is wrapped by a blue cotton cloth. OHP sheets are kept at intervals and water sprinkled over it to give the water effect.



10 PHOTOGRAPHY Set Of Photowalks

Nikon D5300


Collection



Kumbharwada, Mumbai


Ballad Estate, Mumbai


Antaragni, IIT Kanpur


Trident, Mumbai


Thank You For Your Time!

SATYAM RASTOGI +91 9936297498 satyam.krvia@gmail.com satyamrastogi1698@gmail.com

Kamla Raheja Vidyanidhi Institute For Architecture And Environmental Studies, Mumbai


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