Architecture portfolio 2018-2022

2018-2022

Por tfolio A P O O RVA P R A K A S H

A P O O R VA P R A K A S H

ACHIEVEMENTS

WORK E XPERIENCE 1 2018 - 2019

White Shrub Pvt. Ltd. Delhi

Assistant Content writer and developer

Developed

and

prepared

well-structured

drafts for the company website and blog

posts. The position has extensively helped in improving my vocabulary

along

development

requirement.

developing

2

2019-2022

with

a creative sense of content

as

per

user

Freelance

architectural

renders,

floor

plans and 3d visualizations along with

developing graphical designs and posters as

a

hold

self-driven

an

enduring

the

employer’s

E D U C AT I O N

ABOUT ME As

per

and

diligent

passion

and

f r e s h e r,

towards architecture. With great teamwork and communication abilities, I am actively

looking for an opportunity to learn and nurture my skills. As an aspiring architect,

I h o l d a s t r o n g a m b i t i o n t o d i s c o v e r, e x p l o r e

and promote a user-centric design approach.

Archventure-2019

Secured 2nd position at Fashion Trophy.

2 2019

Prof. Charanjit S. Shah

Creating smart and sustainable infrastructure

Having an opportunity to attend a webinar by

Prof.

Charanjit

Shah,

helped

me

31 2018

Bhagwan Mahaveer School of architecture

specification.

These workshops have helped me learn the different on-site measures and construction techniques. different

It

paper

also

enabled

folding

and

me

to

origami

Bachelor in Architecture

I will complete my Bachelors degree by 2023

3. Sketchup

8. Lumion

GGSIP University

and I am currently studying in my 5th year.

Senior Secondary

Delhi Public School

Secured 89.5% in senior secondary exams.

learn

skills.

TO O L S & T E C H N O L O G I E S 6. Adobe InDesign

2 2017 - 2018

to

understand construction of megastructures.

1. Autodesk AutoCad

2018 - Present I 1

curiosity

Gateway Education

Brick Foundation and Origami workshop

Freelance Architecture intern

Created

1 2019

2. Autodesk Revit

4. Adobe Photoshop

7. Adobe Illustrator 9. Enscape

5. Adobe Primere Pro 10. Microsoft office

Moradabad, Uttar Pradesh +91-9760987722, apoorvaprakash46@gmail.com www.linkedin.com/in/apoorva-prakasharchitectureintern

Contents 01 02 03 04 05

HIGH RISE MIXED USE TOWER NEHRU PL ACE , DELHI

HIGH RISE GROUP HOUSING N O I D A , U T TA R P R A D E S H

KANPUR CENTRAL STN REDEVELOPMENT K A N P U R , U T TA R P R A D E S H

C O N S T R U C T I O N D R AW I N G S D E TA I L S

D O C U M E N TAT I O N P U B L I C O P E N S PA C E S A N D C H O N G A E V S C H A N D N I

01. ABODE OF IKIGAI MIXED-USE HIGH RISE TOWER

A design which not only meets up with the space demands but

also meets up as well as satisfies users needs as well. Hence a

design that contributes to the upliftment of the society. Keeping

in mind the idea of enhanced community interaction, this Mixed use tower project was incorporated with the concept

of a high street market floor that not only provided the users with access to shopping and commercial facilities but also at the same time enabled them to enjoy the rejuvenating view. With

an aim to achieve a “ikigai” for the users, the project included various commercial, residential and institutional facilities.

HIGH RISE MIXED USE TOWER

ABOUT THE SITE Site Location: Nehru

Place,

New

Delhi

Site area: 12 acres

Major connecting roads: 1. Astha Kunj Road- 18 m 2. Outer Ring Road- 45 m

3. Lala Lajpat Road- 30 m

Transport Connectivity: 1. Nehru Place Metro Station 2. Kalkaji Mandir station

The Built-use pattern of the Nehru Place

Figure ground map of the site precint shows that at the top left side these grains are radially planned and fine in nature reffering to residential typology. The grain in the center is planned with a balance between built and open masses.

3. Nehru Enclave Station

The Built-Height pattern of the Nehru Place

4. Nehru place bus terminal In

terms

of

connectivity

the

the

and

in

close

of

Violet

transit

site

proximity

lies of

Majenta

Metro line in New Delhi.

S i te s p e c i f i c a t i o n s : Nehru the

place

is

biggest

one

district

Social infrastructure of the Nehru Place

of

cen-

tres of the city which is famous for it’s shops that sell

hardware

puters

to

from

spare

com-

parts.

Site, since being located in Nehru Place, is in close proximity of two major roads and metro stations and experiences composite type of climate.

The Figure-ground map of the Nehru Place

MASTERPLAN PROPOSALS B A S E D O N D E TA I L E D S I T E A N A LY S I S

Improper crossing facility

Footpaths absent in front

The following figure has the 300 m radius marked up for the different metro stations thus forming the major influence zones for the pedestrian activity.

However, the same figure shows the condition of the footpaths available to the pedestrians.

BRTS and MRTS Route

Insufficient footpath Poor condition and litter

ROW encroachment

Footapth encroached

Inappropriate conditions can be seen around the site where the footapths are in a very dilapidated conditions and have been mostly encroached by vendors, parking or utilities. Further, parking of vehicles is another major concern .

HIGH RISE MIXED USE TOWER

Auto and taxi route

Two-wheeler route

Pedestrian route

The movement routes creates which have

Treatment of junction near Nehru place metro station: Keeping in mind of the congestion that happens near the junction close to Nehru place metro station, a pedestrian overpass connecting with site and Nehru place commercial area has been proposed to improve pedestrian safety.

Treatment of Outer ring road and Lala Lajpat rai road junction: As a major congestion node of the city, the junction faces heavy influx of traffic. Hence in order to ensure pedestrian safety and traffic reguation, table top crossing facility has been proposed along with ANPR system for vehicles.

Morning

Evening

Built height impact Night

Partially active during Morning

Highly active during evening

and circulation of the different transit conflicting points at various locations been highlighted through the figure.

IPT points and parking spaces map shows the different parking spaces provided near and around the site highlighted in blue color. It also shows the transit options available such as metro stations or bus terminal.

Least activity at night

THE CONCEPT OF IKIGAI

The figures presented above shows the different stages of site zoning where the final overlay reflects the positioning of the skywalk and the green open spaces along with NMV lanes and IPT points.

HIGH RISE MIXED USE TOWER

The concept of IKIGAI formed by the culmination of two zones i.e. rejuvenation and interaction zone.

The cantilevered blocks at varying height levels along the tower are stacked up one after another

The rejuvenation bubble of mixed-use tower clubs with interaction zone of open spaces

IPT pick-up/ drop-off point

Entry for commercial hub

Pedestrian entry

Market area Cafe seating

E-rickshaw charging point

Entry for mixed use tower

Skywalk

Surface parking

Ramps for basement

15 m wide road Parking for Nehru place commuters

15 m wide road

Kiosk

Surface parking

Entry for Mixed use tower

15 m wide road

Recreational area

Entry for Mlcp

15 m wide road

Parking for Affordable housing

The site planned spreads over a total area of 12 acres and the achieved ground coverage for the project is 30%. Edge treatment of the site has been done by including kiosks, trees and seating spaces at appropriate locations to ensure enhanced active frontage of the site. Ecs provided for the site is of 2584 cars, that also includes provision of a multi-level basement.

G RO U N D F L O O R P L A N

Ground floor area: 4000 sqm No. of cores: 5 No. of exits: 6 commercial entry Residential entry Office entry

Utility entry

Service entry

Lower Podium floors from G-G+2 has commercial facilities such as shops, cafes etc.

R E TA I L F L O O R P L A N ( 1 - 2 f l r )

Retail floor area: 4000 sqm No. of cores: 5

Lower Podium floors from first to the second floor has retail spaces which includes facilities such as large shops, anchor shops, small and medium sized shops, with restaurant and cafes. Book cafes and Co-working cafes have also been provided along with a day care unit for the convenience of users.

Ground floor

H I G H ST R E E T F LO O R P L A N 3 rd f l r

High Street area: 4000 sqm No. of cores: 5

High street is a public interactive zone created in between two towers which acts as an ikigai zone for the entire mixed use tower. It consists of seating and open dining spaces that acts as rejuvenation zone and several shops and kiosks spaces that acts as the interactive zone, thus enhancing user experience.

High Street floor

HIGH RISE MIXED USE TOWER

Retail floor 1-2 flr

OFFICE AND PUBLIC UTILITY (4-6 flr)

Office floor area: 984 sqm Utility floor area: 984 sqm

Total no of offices in 1 tower: Large scale office- 150-180 sqm Medium size office- 130-150 sqm Small size offices- 30-60 sqm

Public utilities provided: Multiplex- 130 seater 200 sqm Restaurant85 sqm on next floor: Salon and spa- 200 sqm Game zone115 sqm

Public utility floor 4-7 flr Office floor 4-7 flr

ST U D I O F L O O R P L A N

Total area of each studio floor plate: 692 sqm Total no of studio units: 240 No. of studio units on 1 floor: 12 Total no of studio unit floors in 1 tower: 12 floors Total no of studio units in one tower: 120 units Area of one studio unit: 32 sqm Spaces included in one studio unit: living + bedspace+ kitchen+toilet+balcony

2 - 3 B H K F LO O R P L A N

Studio unit floors from 8th20th floors in both towers.

4 B H K L O W E R F LO O R P L A N

Total area of each 4 bhk lower floor plate in 1 tower: 875 sqm Total no. of 4 bhk units provided: 96 units Total no. of 4 bhk units on one floor: 6 Duplex units No of 4bhk unit floors in one tower: 8 floors No. of 4bhk units in one tower: 48 duplex units Area of one lower 4 bhk unit: 100 sqm

4 B H K U P P E R F LO O R P L A N

4 bhk unit floors from 48th to 53rd floors in both towers.

Total area of 2-3 bhk floor plate in each tower: 875 sqm Total no. of 2-3 bhk units: 140 each Total no. of 2-3 bhk units on one floor: 3 each Total no. of 2-3 bhk unit floors in one tower: 23 floors No. of 2-3 bhk units in one tower: 69 units Area of 2 bhk unit: 60 sqm Area of 3 bhk unit: 100 sqm

2-3 BHK unit floors from 20th to 43 rd floors in both t o w e r s

Total area of each 4 bhk Upper floor plate in 1 tower: 875 sqm Total no. of 4 bhk units provided: 96 units Total no. of 4 bhk units on one floor: 6 Duplex units No of 4bhk unit floors in one tower: 8 floors No. of 4bhk units in one tower: 48 duplex units Area of one lower 4 bhk unit: 100 sqm

4 bhk unit floors from 48th to 53rd floors in both towers.

SECTION X-X'

SECTION Y-Y' HIGH RISE MIXED USE TOWER

03. THRE AD R E SIDENCY HIGH RISE GROUP HOUSING

Thread residency is a high rise group housing project designed for a

7 acres site in sector 99 Noida. The residential Group housing project includes EWS, 1 bhk, 2Bhk, 3Bhk, Studio and penthouse units along with a commercial and MLCP complex for enhanced user experience as well

as revenue generation opportunities. The entire residential project has been designed following a simple concept of connecting threads that can increase interaction between people or residents of the society.Flats

or apartments are not just spaces but these spaces rather observe the

various stages of our life. From witnessing the excitement of child for his

first day at school to the nervousness of a student when he faces his first interview. Flats are spaces that affects the emotional cycle of a person.

HIGH RISE GROUP HOUSING

SITE LOCATION:

SECTOR 99, BLOCK A, NOIDA NEAR SUPREME TOWERS SECTOR 45 ROAD

COORDINATES:

28.5439989”N 77.3586916”E

AREA:

7 ACRES

GREEN VIEW APARTMENT SUPREME TOWER 600 M 650 m one of the prominent housing societies is located nearby.

CLIMATE AND TEMPERATURE • Noida is 202m above sea level. The climate here is composite so winters are cold and summers are hot.

• The temperature here averages 24.6 °C | 76.2 °F. The rainfall here is around 700 mm | 27.6 inch per year.

• The driest month is November, with 5 mm | 0.2 inch of rain.

• Most precipitation falls in July, with an average of 208 mm | 8.2 inch.

• June is the warmest month of the year.

• The temperature in June averages 32.9 °C | 91.3 °F. • In January, the average temperature is 13.5 °C | 56.4 °F. • It is the lowest average temperature of the whole year.

TRIANGULAR PARK 1..4 KM

GREEN COVER 500 M In the close vicinity of the site adjacent to the 18 m wide road an entire plot has been dedicated to green cover

Another prominent housing societies is located adjacent to the site.

ABOUT THE SITE

STRENGTH WEAKNESS

OPPORTUNITY

THREAT 1

2

3

SWOT ANALYSIS STRENGTH

6

4

• The major and important ammenities such as hospitals, police station or petrol pump are located in a very close proximity of the site and hence all the facilities are readily available.

• A major advantage for the site is that it is easily accessible and has road connectivity on all the four sides.

• Presence of the triangular park gives a major aesthetic and amusement appeal to the residents of the area.

• Another favourable factor for the site is that it has its water table up till 9 m below the gorund level and hence water will be readily available for use on the site.

5

An amusement park is located in a very close Proximity of the site.

WEAKNESS

MOTHER DAIRY 500 M A mother dairy outlet is located just 500 M away from the site.

• Since the site is surrounded by roads on all the four sides hence the traffic commutation causes noise pollution.

• The presence of water table will deploy greater difficulties in the development of foundation for the building.

• A secure and requirred provision for pedestrian movement is missing and hence pedestrian safety around the site area is hindered.

• Improper sewage system around the site creates problems related to water clogging on the adjacent roads.

PRATEEK STYLOME 950 M A MAJOR HOUSING SOCIETY

OPPORTUNITY Secondary road 18 m wide

Primary road 30 m wide 1

2

4

Connecting 12 m wide roads

Residential

Commercial

Towards hazipurr

NEW DELHI RAILWAY STATION 20 KMS AWAY INDIRA GANDHI INTERNATIONAL AIRPORT 29 KMS AWAY

5

NOIDA AUTO STAND SECTOR 48 4 KMS AWAY

3

• Since the entire residential area in which the site is located; barely has any market or commercial area in its close proximity, so the development of a multi-faceted commercial complex will incrrease the revenue opportunities for the same.

INDERGRAHI TAXI STAND SECTOR 30 8.5 KMS AWAY

6

NOIDA SECTOR 81 METRO STATION 4 KMS AWAY Towards sarita vihar

THREAT • The site lies in high earthquake zone( seismic zone 4) which will require additional preventive measures to avoid any damage.

• The site being surrounded by road on all the four sides has high risk of enchroachment.

• A threat here is that most of the residential buildings in the area are dependent upon boring for meeting their water requirements and that poses a threat to the water table present in the area.

CONCEPT OF THREAD RESIDENCY 1

2

The initial zoning for the site was done keeping in mind of the sun path and wind direction of the site. Further complete focus was given to the segregation of pedestrian and vehicular movement to ensure pedestrian safety.

Introducing more breathable spaces in the building mass to increase a sense of openness. Sense of interaction increases with sense of openness. Thus Punctures in building will lead to better interaction.

HIGH RISE GROUP HOUSING

3

The main source of inspiration for the concept was taken from the thread; that is interwinning of spaces. The tangling of spaces together, in order to increase the interaction between the spaces and the people. Further, each individual tower has punctures or gardens which are interlinked together through these skywalks or bridges at different levels.

The concept development starts from setting up blocks together to initiating punctures and then connecting them together.

The site planed spreads over an entire area of 7 acres and the achieved ground coverage for the design is 17 % of the site area which is 4844.7 sqm. Further, the built-up area achieved for the project is 1,01,469 sqm and thus the FAR achieved for the site is 3.57. The residency is designed for a total population of 4120 people where the total number of housing units are 1027.

EWS CLUSTER PLATE AND UNIT FLOOR PLAN

STUDIO CLUSTER PLATE AND UNIT FLOOR PLAN

1. Area of 1 EWS unit: 25 sqm

1. Area of Studio unit: 29 sqm

4. Built-up area of one EWS

4. Built-up area of 1 studio

2. Commn floor area: 48 sqm

2. Commn floor area: 50 sqm

3. Area of 1 floor plate:160 smq

3. Area of 1 floor plate:165 sqm

tower: 3360 sqm

tower: 3475 sqm

5. No of EWS units:148 units

EWS unit Plan

6. No of ews towers: 2

2 nos. 24 passsenger lift 1800 x 1500 mm

Studio unit Plan

FHC shaft 600 X 900 mm

Key plan

1 BHK CLUSTER PLATE AND UNIT FLOOR PLAN

Electric metre room 2.5 sqm

2 BHK CLUSTER PLATE AND UNIT FLOOR PLAN

1. Area of 1 Bhk unit: 40 sqm

1. Area of 2 bhk unit: 95 sqm

200 sqm

sqm

2. Commn floor area: 53 sqm

3. Area of 1 floor plate:

3. Area of 1 floor plate:433

4. Built-up area of one EWS tower: 1487 sqm

5. No of EWS units:251 units 6. No of 1 bhk towers: 3

2 nos. 24 passsenger lift 1800 x 2000 mm Garbage room 3 sqm

HIGH RISE GROUP HOUSING

Key plan

Garbage room 2.5 sqm

2. Commn floor area: 147 sqm

Electric metre room 2.5 sqm

6. No of studio towers: 2

2 nos. 24 passsenger lift 1800 x 1500 mm

Electric shaft 1000 x 1000 mm

1 Bhk unit Plan

5. No of studio units:148 units

4. Built-up area of 2bhk

2 Bhk unit Plan

tower: 9520 sqm

5. No of 2bhk units:251 units 6. No of 2bhk towers: 3

2 nos. 24 passsenger lift 1800 x 2000 mm

Key plan

Electric metre room 3 sqm Garbage room 5 sqm

Key plan

3 BHK CLUSTER PLATE AND UNIT FLOOR PLAN

EWS ANS STUDIO TOWER SECTION

1.Area of one 3 bhk unit: 140 sqm 2. Common floor area:180 sqm 3. Area of one floor plate: 740sqm 4. Area of 1 tower: 15540 sqm 5. Total no. of 3 bhk units: 228 6. Total no. of 3 bhk towers: 3

3 Bhk unit Plan 2 nos. 24 passsenger lift 1800 x 2000 mm Electric metre room 3 sqm Garbage room 3 sqm

Key plan

3 BHK DUPLEX PENTHOUSE CLUSTER PLATE AND UNIT FLOOR PLAN

1 BHK TOWER SECTION

2 BHK TOWERS SECTION

3 BHK TOWER SECTION

HIGH RISE GROUP HOUSING

SITE SECTIONS

02. KANPUR CENTRAL STATION R A I LWAY S TAT I O N R E D E V E L O P M E N T

Kanpur Central is a central and junction railway station in the

city of Kanpur and is one of the five central Indian railway stations. It is third busiest in country after Howrah Jn and New

Delhi railway station. Further the station has been constructed in Indo-Sarcenic style of architecture which gives it another unique characteristic. However, despite of being a busy railway station, it

faces several issues such as lack of prwwoper pedestrian facilities, regulation of vehicular movement and inconvenience in handling

24 coaches trains. keeping in mind of the opportunities that the sttaion posses as well as the peak passenger traffic that it deals with, Kanpur central has been proposed for redevelopment.

KANPUR CENTRAL REDEVELOPMENT

ABOUT THE SITE Site Location: Kanpur,

Uttar

Site area: 46 acres

pradesh

Major connecting roads: 1. Jaipuria road- 18 m

2. Ghantaghar Flyover- 45 m 3. St. catherine road- 30 m

No. of platforms:

The station has 10 platforms

No. of levels:

G,G+1, G+2 Lvls

No. of entry and exits: Has 4 Entry Points From

The Cantt Side And 2 From The City Side

No. of passengers dealt: 1. Per day: 49009

2. Maximum at any time: 3537

N o . o f t ra i n s :

1. Express trains: 330 mails

2. Passenger trains: 61 trains

Peak hours:

1. 6 pm- 11 pm 2. 1 am- 6 am

1

2

Connecting nodes of station

Proposal for entry and exit regulation at the station

Proposal for MLCP and toilets at the station

Pedestrian network of station

Vehicular network of station

Context map of the station

It is clearly evident from the pictures that the entry gates face major congestion due to the presence of vendors, IPT options, and pedestrian and vehicular traffic.

As per section 2.4.2 of the Manual for standards and specifications for railway station volume 1, there should be a minimization of customer travel distances.

The graph shows that ghantaghar chauraha is the busiest junction of the city with 90,000 passenger cars passing during the peak hours. Conflicting map of the site developed highlights that entries of station at city side are the major congestion points.

The graph from the survey conducted at station shows that 65% of passengers complained about inconvenience in using toilets. Parking map shows the inappropriate and inconvenient parking spaces,majorly in front of the station building at the station. Thus MLCP and toilet have been proposed

KANPUR CENTRAL REDEVELOPMENT

3

4

5

Proposal for additional platforms to increase station capacity to deal 24 or more coaches

6

Proposal for Public open space and green belt

two the with train

Proposal for Active frontage and abandoned buildings Proposal for a new station building at city side

7

As is evident from the pictures, the space in front of the main station building lacks any public open space and is completely hardscaped resulting in an increased heat island effect.

It is clearly evident from the pictures provided above that the side of the station that lies on Jaipuria Road is highly inactive and lacks active frontage.

Proposal for a mixed use building in station premises 8

The graphic presented above highlights the open to built relationship of the site which has also been supported by the pie chart. These graphics clearly states that a total of 77% of the total site area has been allocated to open spaces whereas, 14 % is for semi open and 9 % is for built spaces.

Traffic as well as the activity zone map highlights that the side on the Jaipuria road is the least active and lacks active frontage. further as per the NTOD policy manual of IRSDC it is important for station boundaries to have active frontage. Thus a proposal for development of frontage at the site.

Proposal for IPT regulation

The following table gives a brief summary of the different proposals for the redevlopment of Kanpur Central station , supported with facts from standards:

KANPUR CENTRAL REDEVELOPMENT

1. Permissible FAR: 1

2. Existing FAR achieved: 0.25

3. Proposed FAR achieved: 0.37

4. Existing built-up area: 48374sqm

5. Proposed built-up area: 68,374 sqm 6. Existing ground coverage: 22%

7. Proposed ground coverage: 27%

Pedestrian circulation

Vehicular circulation

04. CONSTRUCTION DRAWINGS

X1 4'

4'-6"

4'-6"

5'-6"

4'

X2

X3

X4

X5

X6

4'-6"

16800

130

700 130

1900 1700

BED S 8 SQ

200

1400

700

130 100

130

500

1100 W2

1300

200

300 300

1400 130

130 750

1400

130

130

100 400 900 200

300 3300

1400

300

300

1900

1100

900 1700

TOILET 3 SQ M

130 100 100 500 500

BED S 8 SQ 1500

D2

130 700

3" 4'-0"

3"

STUDY W1 AREA 1400

P20

P21

P22

1400

700

600

600 130

1400

FLOORPLAN PLAN 11.FLOOR

4'-9"

3'-0"

4'-0"

5'-0"

5'-6"

4"

X2

X3

X4

X5

X6

X7

4"

16800 1500

PB-2

S2

S2 11'X3'6"

S4 18'6"X5'3"

S6 15'6"X3'9"

S8

S8

S8

PB-6

15600

Y4

CORBEL PLATES

S8 S10

PB-5

PB-4

PB-2

PB-2

PB-6

PB-2

PB-6

PB-2

Y5

PB-5

PB-3

PB-2

PB-4

PB-5

PB-3

PB-2

PB-4

PB-5

PB-3

PB-1 PB-4

PB-7

Y3

Beam 2

Beam 1

PB-3

PB-8

1800

SLAB - WALL DETAIL AT C

3300

S2

3500

Y2

2800

S2

1800

PB-9

PRECAST SLAB PRECAST WALL

S10 3'X10'

S2

3600

PB-1

PRECAST SLAB

PRECAST WALL TO WALL CONNECTION AT A

S10

1600

PB-5

6" THICK PRECAST WALL

S8 11'6"X3'

3500

Y1

1"

FRAMING PLAN

MORTAR

6" THICK PRECAST WALL

PB-7

6"

FRAMING PLAN

WALL CONNECTION

2"

PB-9

2" 9'-0"

2"

PB-1

8'-2"

13'-10"

2"

5"

PB-7

4'-0"

PB-8

13'-0"

18'-5"

4'-0"

PB-1

5"

PB-7

4'-0"

PB-8

3"

PB-1

4'-6"

PB-7

3"

PB-7

4'-0"

2600

5"

5"

2"

5"

PB-8

6"

3"

3'-0" 17'-7"

PB-2

S7

S7

S7 12'X3'

7"

S7 S9 4'X10'

6" THICK PRECAST WALL 6"

2. ROOFING PLAN

7"

7"

1"

S7

Y7

PB-2

PB-7

PB-1

PB-2

PB-1

PB-4

PB-5

PB-3

PB-3

PB-7

PB-7

PB-7 PB-2

PB-1

S10 S5 8'X3'9"

CONSTRUCTION DRAWINGS

PB-6 Y6

1800

S1 12'X3'6"

PB-4

PB-2

6"

S1

8" THICK PRECAST SLAB

PRECAST WALL TO SLAB CONNECTION

1"

S1

8"

S1

PB-1

B

S1

PB-1

C

COLUMN-BEAM CONNECTION AT B

S10

PB-7

S10

S3 23'6"X3'6"

3300

S3

PB-7

COLUMN S3

3

A

X1

5'-0"

A

2"

16'-6" 17'-0"

170

W2

V1

4"

4"

3"

4'-0"

P1

4'-0"

150

LIVING AREA 9 SQ M 1500

KITCHENETTE 3 SQ M

300

1700

130

8'-3"

P1

3"

P1

4'-0"

P6

5"

P1

3"

P9

4'-0"

3 30

1400

1400

1900

500

130

W1

1500

200

3500

200

30 3

1400

130

1800

D1

1200 130

100

130

1100

900

200 100 600 130 900 900

ELECTRIC METER ROOM 1.25 SQ M

1700

KITCHENETTE 3 SQ M

D1

D1

1700

1500

100 400 500 600

W4

1400

300

1700

TOILET 3 SQ M 130700

3200

200

W1

130

1400

100

ENTRY

1400

GARBAGE ROOM 1.6 SQ M

700

300

STUDY AREA

200

ENTRY

3300 300

1500

150

1500

800

300 F.H.C. 600 X 900

5000

D1

D1

V1

P11

2"

P1

4'-0"

P1

2"

P1

4'-0"

P1

2"

P1

P1

P1 4'-0"

150

1900

1700

150 1700 150

5000

1400

130

5"

3"

3"

P22

P13

4'-6"

1500

5" 7'-5" 2"

8'-2"

8'-2"

7'-1"

750

LIVING AREA 9 SQ M

170

STUDY W1 AREA

8'-9"

P12

4'-6"

3"

5'-6"

3

P8

5'-0"

P8

3"

900

130

D2

1400

3"

4'-0"

4"

2"

4'-6"

2'-0"

3'-0"

3"

4'-0"

4"

P9

3"

1400

P18

P17

P14

2'-0"

2"

P6

2'-7"

P11

P7

P5

P5 5'-6"

11'-3" 11'-9"

3'-0"

2" 2"

P11

4'-0" 4'-5"

130 500

5000

130 W1

170

200 900 300 150

1200

900 200

300 3300

ENTRY 3500

CORRIDOR 2.6 M WIDE

130 750 D2

3'

3'

3'

1400

LIVING AREA 9 SQ M

130

PANEL ELEVATIONS

5'-6"

2"

4'-0"

P20

P1

3"

D3

1500

4 PERSON LIFT 1500 X 1300

500

130

2600

200

5"

5'-0"

150

150

150 6000 1700

1700

1900

1300 1800

4'

BALCONY 1.5 M WIDE

1400

3'

3'

4'-0"

8'-0"

5"

1400

1700 1400 130

W1

130

11'-3"

11'-3"

3"

4'-6"

700

700

TOILET 3 SQ M 1700

1500

300

U.P.

ENTRY

300

4 PERSON LIFT 1500 X 1300 130

3" 3"

P10

P7

P4

4'-0"

1200

1300 3' 4'

BED SPACE 8 SQ M

2'

P19

15'-5"

P4

8'-5"

5'-6"

P1

P6

P5

P16

P15

P6

3"

3"

5'-6"

3"

3300 300

130

130

6'-11"

6'-11"

1400

2'

4'

4'

300 3000

4'-6"

P1

P1

P1

3"

2"

600

500 400 100 100 130

3'-0"

P18

5'-0"

P19

4'-0"

3"

5'-6"

1400 W1

3" 14'-2"

P11

4'-6"

P3 2"

4'-6"

3"

150

700 130 1900

1800

1400

150

130

200

100

3' 4'

3'

3'

3'

3'

3'

4'-6"

D1

130

1400

800

1300

Y7

1'-6"

4"

P18

P17

3"

1400

1600

W3

4'

5'-0"

5'-9" 5'-6"

2900

3200

4'-6"

4'-5"

4'

9'-11" 3"

3"

4'-0"

17'-3" 4'-0"

700

W2

1100

KITCHENETTE 3 SQ M

150

3" 5'-6"

1600 800

300

15600 2800

300

P17

2800

3300

P16

5'-6"

5'

3"

P21

3"

3000 300

1300

130

150

6'-11"

P15

P14

4'

P1

3"

150

2600

3'

9'-11" 6'-11"

6'-11"

6'-11"

Y5

P5

P5

4'-0"

300

1800

1700

1800

2' 6'

6'-11" 3'

3'

2'-3"

6'-8"

Y6

P2

4'-6"

Y4

6"

2'

2"

1300

200

300

LIVING AREA 9 SQ M

4'

8'-3"

4'-0"

300

4' 3'

3'

EXTENSION FOR LINTEL

1'-4"

P12

4'

5"

8'-9"

10'-2" 9'-4"

300

3'

3' 3' 9'-11"

P11

7'-11"

1'-5"

P13 4'-0"

P1

P1

P6

P1

P9

P1

P1

P1

P1

P1

P1

P1

5"

P10

4'

2"

4'-0"

1500

5000

5"

200

KITCHENETTE 3 SQ M

150

4'-0"

800

300

1700

3"

750 130

1100

150

8'-2"

4'-6"

100 130

150

3"

3"

3"

130

1900

4'-0"

3500

V1

1700

5"

1500

1700

1700

5"

700

400 500 100

TOILET 3 SQ M D2

1900

5'-0"

700 130

1500

130

13'-0"

2" 4'-0"

P9

P8 3'

9'-0"

13'-10"

17'-7"

4'-0"

600

W2

700

3"

AREA

150

4'-0"

P7

1400

5"

W1 STUDY

BED SPACE 8 SQ M

1800

3"

700

2100

600 200 130

4'-0"

W3

1800

2"

2'

BALCONY 1.5 M WIDE

1400

300

4'-0"

3'

Y3

1900

2"

2"

3'-3"

1400

170

130

4'-5"

3'

5'

700 100 100 130

5'

Y2

P6

2' 18'-5"

16'-6"

1400

3'

4'-6"

P5

3"

17'-0"

300

2400

1400

2400

2600

6'-11" 3'

P4

P3

9'-11"

Pre-cast construction technology has been used for residence designing where precast paels of varying sizes were used. As a part of pre-fabricated construction, the different column, beam, footing layouts etc have been presented where EPPS panels have been used.

4'-0"

3500

4'

4'

9'-11"

P2

X

2"

1800

V1

2'

4'-0"

3600

Y1

P1

3"

1600

2'-6"

200

2'-10"

300

P R E FA B R I C AT E D C O N S T R U C T I O N

3500

3'

3'

3'

1500 3'-6"

DEFORMED ROUND BAR

HOLLOW CORE SLAB DETAIL

4 PLINTH BEAM PLAN

4. PLINTH BEAM LAYOUT

X1 X2

X3

X4

X5

X6

X7

X7

X8

1500

3500

1600

X2

X3

1800

3500

X5

X6

X7

X8

16800 1500

3600

X4

X8

16800

3500

1600

3600

1800

3500

BAR END TERMINATION AT TOP

1400

1400

C1

2600

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

1800 1900

Y3

1 3200

3200 W3

300

300

15600

100

2600

2800

2800

300

800

1300

15600

Y4 150

d

130 200 600 1600

Y3

X'

Y4

000 300

AVERAGE GROUND LEVEL+00 REINFORCEMENT AS/DETAIL

300

1400

SPACE QM

BASE PLATE-SIZE & THK. AS/DETAIL

2800

1800

1800

1400

130 BALCONY 1.5 M WIDE

STEEL COLUMN

PLINTH BEAM AS/DETAIL

Y2

1400

Y2

0

STIFFENER 100X100X8thk AS/ DETAIL

1800

300

TOP OF PLINTH BEAM +600

2600

C1

25mm Thk. LEVELING COARCSE

F.F.LVL

Y1 Y1

1400

D h1 Min.2000

X1

100

100 Thk. PCC (1:4:8)

Y5

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

3300

150

C1

W3

Y6

1800

GRID

1800

1301.5 M WIDE

300

Y6

1900

1400

BALCONY

1700

1800

1400

300

130 200 600

SPACE QM

0

2800

1600

3300

1300

C1

300

300 000

800

Y5

Y7 Y7

GRID

1400

2

BASE-PLATE PLAN

3 PLATE LAYOUT 3. BASE

2. COLUMN LAYOUT

GRID

DETAIL 1

VIEW A-A

X1

7

X2

X3

X5

X4

X7

X6

X8

16800

X8

1500

1400

3500

1600

Y1

3600

3500

1400

F1

2600

F1

1800

FALSE CEILING

TOILET

KITCHEN

KITCHEN

1800

STUDY AREA

CORE i7

EPS PANEL FLOOR AS/DETAIL

CF 2

CF 1

CF 2

CF 1

EPS PANEL FLOOR AS/DETAIL

FALSE CEILING

THIRD FLOOR LVL +1050 FALSE CEILING

EPS WALL AS/DETAIL

STUDY AREA

EPS WALL AS/DETAIL

TOILET

KITCHEN

KITCHEN

TOILET

STUDY AREA

BALCONY

15600

3000

PB-7

BALCONY

SECOND FLOOR LVL + 7050 EPS PANEL FLOOR AS/DETAIL

2800

PB-6

CF 4

CF 6

CF 7

EPS PANEL FLOOR AS/DETAIL

CF 5 FALSE CEILING

FALSE CEILING

EPS WALL AS/DETAIL

TOILET

KITCHEN

KITCHEN

TOILET

STUDY AREA

BALCONY

3000

STUDY AREA

EPS WALL AS/DETAIL

CORE i7

CF 5

EPS PANEL FLOOR AS/DETAIL

PB-7

3300

CF 7

7i EROC

CF 6

3000

BALCONY

Y5

PB-6

CF 4

TYPICAL LONGITUDINAL SECTION OF CONTINUOUS BEAM, TWO OR MORE SPANS

7i EROC

CORE i7

Y4

PB-7

BALCONY

3000

3200

PB-6

PB-7

TOILET

7i EROC

Y3

3000

STUDY AREA

EPS WALL AS/DETAIL

3000

BALCONY

PB-1

ROOF LVL +13050

2

FALSE CEILING EPS WALL AS/DETAIL

Y2

EPS PANEL FLOOR AS/DETAIL

FALSE CEILING

FIRST FLOOR LVL + 4050 FALSE CEILING

EPS WALL AS/DETAIL

TOILET

KITCHEN

KITCHEN

TOILET

STUDY AREA

BALCONY

3000

STUDY AREA

CORE i7

7i EROC

PB-1

1800

PB-6

3000

BALCONY

Y6

EPS WALL AS/DETAIL

EPS PANEL FLOOR AS/DETAIL

Y7

CF 2

CF 1

5

CF 3

FOOTING PLAN

5. FOOTING LAYOUT

EPS PANEL FLOOR AS/DETAIL

PLINTH LVL +900

FIN.F.LVL.

100MM P.C.C 1:4:8

GROUND LVL ± 0.00

CF 1

6

SECTION X-X' 150MM SAND FILLING

SECTION X-X'

COMPACTED EARTH

TYPICAL FOUNDATION DETAIL OF 130mm THK EPS WALL AT BOUNDARY

RESIDENCE DESIGN 2 1

3

DRAIN PIPE

2 1

4

3

4

REFRIGERANT PIPE

4800

DRAWING ROOM 4.2X3.4 M

TOILET 3X1.8M

4800

TOILET 3X1.8 M

L+PDB

TOILET 2.4X4.8M

TOILET 2.4X4.8M H C

KITCHEN 2X3M

KITCHEN 2X3M

2400

2400

DINING ROOM 2X2 M

BEDROOM 4X3M 1

DINING ROOM 2X2 M BEDROOM 3X3M

BEDROOM 3X3M REFRIGERANT PIPE

ODU 1

ODU 2

MH

BALCONY 3X1.5M

2 1

1 2

20 Ø C.W.S.

200 Ø DRAINAGE PIPE SLOPE (1:150)

20 Ø H.W.S. MH

15 Ø F.W.S.

MH

INVERT LEVEL -633 MM

20 Ø C.W.S.

TOILET 2.4X4.8M

MH 2

DROP

DROP

INVERT LEVEL -677.6 MM

C

B

7'-5"

A

11' C1 1'-7"

C1 1'-7"

200 Ø SEWER PIPE SLOPE(1:150)

12

4800

15 Ø F.W.S.

6'

10'-8" C1

1'-7"

C1 1'-7"

1

GEYSER

20 Ø H.W.S. 4800

MH INVERT LEVEL -600 MM

HF

GEYSER

DRAWING ROOM 4.2X3.4 M

D

E INVERT LEVEL -600 MM

H C

HC

HF

5. ELECTRIC LAYOUT

1 2

MH

INVERT LEVEL -631.6 MM

INVERT LEVEL -715 MM

MH

MH

INVERT LEVEL -696.8 MM

MH

INVERT LEVEL -663.6 MM

200 Ø SEWER PIPE SLOPE(1:150)

200 Ø DRAINAGE PIPE SLOPE (1:150)

H C

H C

KITCHEN 2X3M

5

3. DRAINAGE LAYOUT UPPER FLOOR

1. HVAC LAYOUT

TOILET 2.4X4.8M

BALCONY 3X1.5M

BALCONY 3X1.5M

5

MH

11'-8"

BALCONY 3X1.5M

INVERT LEVEL -742.8 MM

C1

10"

C1

MH

2400

10"

1'-7"

2400

10" C3

10"

C1

C H

INVERT LEVEL -751 MM

BALCONY 3X1.5M

TO NEXT MANHOLE

INVERT LEVEL -864.3 MM

MH INVERT LEVEL -925 MM

CONSTRUCTION DRAWINGS

5'-6" BALCONY

MH INVERT LEVEL -846.2 MM

TO NEXT MANHOLE

2. PLUMBING WATER SUPPLY

1'-7"

MH

BALCONY 3X1.5M

C2

1'-1" BALCONY

2

C

C

1'-7"

4. SITE DRAINAGE LAYOUT

MH INVERT LEVEL -889.2 MM

6. COLUMN LAYOUT

C1

5

C1

MH

10"

200 Ø DRAINAGE PIPE SLOPE (1:150)

14'-10" 4'-11"

1

MH

15 Ø C.W.S.

14'-10"

2

10"

BEDROOM 3X3M

1

MH

4

BEDROOM 4X3M

10"

2

9'-11"

1

1'-1"

200 Ø SEWER PIPE SLOPE(1:150)

10"

C2

2

3

15 Ø H.W.S.

DINING ROOM 2X2 M

2

GEYSER

4'-8"

05.

AS PER LAYERS

10"

AC EQUIPMENT LAYER VALVE

1'-7"

HIGH WALL UNIT

04.

10"

DRAIN PIPE

03.

10"

REFRIGERANT PIPE

02.

1'-7"

01.

AC/TEXT DIM

REFRIGERANT PIPE DRAIN PIPE

10"

LAYERS NAME

SYMBOL

10"

S.NO.

DRAIN PIPE

11'-5"

LEGEND FOR HVAC

BEDROOM 4X3M

16'-1"

DRAWING ROOM 4.2X3.4 M

B A S E M E N T L AY O U T D

E

5'-6"

C

6'-11"

B

10'-2"

A

9'-11"

1.

2.

3.

1

7500

4.

7500

5.

7500

5'.

7000

6500

6.

7.

LVL -1800

LVL -3600

SUMP

5500

8'.

3000

9.

10. 10'.

4000

7500

2500

11.

12.

6000

13.

7500

10000

96509,04

A

A

8.

7500

2000

STAIRCASE DETAIL HEIGHT 3600 MM NO OF RISER NO OF TREAD RISER HEIGHT TREAD WIDTH

LVL +3600

FLIGHT WIDTH

24 24 150 MM 300 MM 1500 MM

SUMP

SUMP

SUNKEN

S2

S3

S7

S3

SUNKEN

A

10'-10"

9000

1 2

31 35

32

4

12

5

13

33

14

34

4500

38785,78

6

36

40

37

WASHING BAY

TOOL RM

CHANGE RM

ELEVATOR LOBBY SUMP

41

39

38

SUMP

D

X'

UP LVL -3600

SUMP

STAIRCASE DETAIL HEIGHT 3600 MM NO OF RISER NO OF TREAD RISER HEIGHT TREAD WIDTH FLIGHT WIDTH

24 24 150 MM 300 MM 1500 MM

7

MAINTENANCE RM

LVL -1800

7500

13'-9" 4'-7"

By

X

3500

4'-1"

C'

3

S1

S6

8

E

9

5'-1"

7000

4

BARS PLACED IN SHORTER DIRECTION By MUST BE UNDER THE BARS PLACED IN LONGER DIRECTION Ax.

11

3

C

2

S8

DETAIL AT A

RAMP SLOPE 1:12

B 7500

S2 S5

Ax

BASEMENT FOR PARKING LVL -3600

15

16

18

17

19

21

20

24

23

22

25

26

28

27

29

30

GARBAGE RM

10

F 5

0.3 L

0.3 L 150

0.2 L

L

PLAN

SLAB THICKNESS

1.

2.

INTERMEDIATE BEAM

EDGE BEAM

3.

7500

4.

7500

7500

5.

5'.

7150

6.

7.

1422,02

6427.98

7'.

7500

8.

8'.

1645.02 3077.47

5854.98

9.

10. 10'.

4072.53

2099.77

7850

11.

12.

13.

8951,33

5400.23

TOP FLOOR LVL +14850 MM

PARAPET LVL +15750

3750

TOP FLOOR LVL+14850

7. SLAB LAYOUT

THIRD FLOOR LVL +11250 MM

3750

THIRD FLOOR LVL +11250 SECOND FLOOR LVL +7650 MM

3750

SECOND FLOOR LVL+7650

B3

3750

3750

TYP. DETAILS OF BEAM-COLUNMN JUNCTION AT EXTERIOR COLUMN

A

B1

16'-9"

B2

6.

7.

7500

2000

8.

7'.

8'.

9.

10. 10'.

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

0.25L2

'D'

REINF.ALTH STIRRUPS S2

STIRRUPS S1

('2D' OR L/4 WHICHEVER IS HIGHER)

STIRRUPS S1

('2D' OR L/4 WHICHEVER IS HIGHER)

TYP. CURTAILMENT DETAIL OF BEAM REINF. 'Ld'-DEVELOPMENT LENGTH 'd'-DIA OF BAR

STIRRUPS S2

38000

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

32 Ø

32 Ø

25 Ø

32 Ø

32 Ø

SUMP

D

0.25L2 REINF.ALTH

X

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

E

SCHEDULE OF STIRRUPS

S1= 2L-8 @100c/c S2= 2L-8 @150c/c

25 Ø

25 Ø

25 Ø

32 Ø

25 Ø

25 Ø

32 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

32 Ø

32 Ø

STIRRUPS S1

('2D' OR L/4 WHICHEVER IS HIGHER)

32 Ø

25 Ø

32 Ø

32 Ø

32 Ø

2682,11

32 Ø

32 Ø

2682,11

25 Ø

32 Ø

2682,11

25 Ø

32 Ø

3352,65

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

2500

11.

6000

12.

10000

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

2682,11

25 Ø

25 Ø

25 Ø

24 24 150 MM 300 MM 1500 MM

SUMP

SUMP

2682,11

32 Ø

7500

25 Ø

25 Ø 25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

RAMP SLOPE 1:12

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

TOOL RM

25 Ø

UP

32 Ø

LVL -3600

SUMP

SUMP STAIRCASE DEATIL HEIGHT 3600 MM

25 Ø

NO OF RISER NO OF TREAD RISER HEIGHT TREAD WIDTH FLIGHT WIDTH

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

25 Ø

24 24 150 MM 300 MM 1500 MM

LVL -1800

25 Ø

2682,11

25 Ø

4500

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

2682,11

25 Ø

25 Ø

3500

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

2682,11

25 Ø

2000

6500 90000

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

32 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

25 Ø

2682,11

32 Ø

2682,11

32 Ø

2682,11

32 Ø

2682,11

32 Ø

2682,11

32 Ø

2682,11

0.25L1 REINF.ALTH

('2D' OR L/4 WHICHEVER IS HIGHER)

25 Ø

25 Ø

25 Ø

F

PLAN 10. FIRE FIGHTING LAYOUT BASEMENT FLOOR

8. PLINTH BEAM LAYOUT

150 Ø WET RISER

2100

FIRST AID AND FIRE HOSE REEL

150 Ø WET RISER PIPE

600

10 Ø

'L2'

REINF.ALTH STIRRUPS S1

DETAIL A

32 Ø

2682,11

3500 0.25L1

TYPICAL DETAIL OF SINGLE TIE IN COLUMN

CROSS TIE MUST ENGAGE PERIPHERAL TIE ALONGWITH VERTICAL BAR.

25 Ø

7500

C'

B1

7500

1'-5"

1'-1"

1'-1"

B1

C

TYPICAL DETAIL OF SLEEVE IN BEAM

'L1'

COLUMN

25 Ø

NO OF RISER NO OF TREAD RISER HEIGHT TREAD WIDTH FLIGHT WIDTH

2682,11

25 Ø

4500

2'-2"

2'-2"

25 Ø

LVL +3600

2682,11

6'-10"

19'-10"

B1

7'-1"

1'-1"

B

4

A

25 Ø

25 Ø

C TYPICAL DETAIL OF STIRRUPS IN COLUMN

9000

8 Ø 4'' C/C

B1

B1

5'.

6500

STAIRCASE DEATIL HEIGHT 3600 MM LVL -1800

LVL -3600

SUMP

3

10Ø STIRRUPS

5.

7000

2682,11

A TYP. JUNCTION DETAILS OF MAIN & SECONDARY BEAM

B1

B2

1'-5"

4.

7500

A

B3

B

TYPICAL SECTION OF REINFORCEMENT IN COLUMN

3.

7500

2682,11

B2

7500

7000

1'-1"

2'-2"

1'-1"

B1

1'-1"

'Ld'+10d(TYP)

NATURAL EXISTING G.L.

AS/SITE

8Ø@4"C/C

PLINTH LEVEL

BEAMS

PLINTH BEAM

2.

1'-1"

B2

4'-9"

8Ø@8"C/C

1.

2'-2"

2'-2"

<H/4

3750

1'-1"

1'-1"

1'-1"

1'-1"

1'-6"

1'-6"

all set

8Ø@4"C/C

SILL LVL +900

SECTION X-X'

B1

all set

<H>

all set

8Ø@8"C/C

lap splice region

8Ø@4"C/C 8Ø@4"C/C

B3

all set

<H/4

BASEMENT LVL -3750 MM

all set

B2

BEAMS

6"

<H/4

2'-2"

B1

2

6"

BASEMENT LVL -3750 MM

40mm

<H/4

FIRST FLOOR LEVEL

B2

PLINTH

2'-2"

B1

LINTEL LVL +2100

GROUND LVL +450 MM

1

40mm

2'-2"

B1

GROUND FLOOR LVL +450 MM

PLINTH LVL+450

14'-5"

SUNKEN SLAB

<H>

2'-1"

A

14'-10"

9'-9"

SUNKEN SLAB

lap splice region

B

C

7'-11"

BEAMS

BEAMS

6"OR (AS/SITE)

D

E

TERRACE FLOOR LVL.

all set

BEAMS

B

FIRST FLOOR LVL +4050 MM

FIRST FLOOR LVL+4050

SAME STIRRUPS DETAIL SHALL FOLLOW FOR SUBSEQUENT FLOORS TILL TERRACE FLOOR LEVEL

PRESSURE GAUGE M.S FIRE RISER LANDING VALVE BRANCH PIPE BRANCH PIPE HOLDER FIRE EXTINGUISHER 2 NOS 90 MMØ X 15 M LONG PRL HOSES WITH COUPLING FFL

INDEX FHC- FIRE HOSE CABINET REDUCER PENDANT SPRINKLER 90MM DIA PIPE 32MM DIA PIPE

GL 0.00

05. CONGREGATION AT COMMUNITY CENTERS R E S E A R C H O N P U B L I C O P E N S PA C E S

“Cultures and climate differ all over the world, but people are the same.

They’ll gather in public if you give them a good place to do it” – Jan Gehl.

Public spaces have become a fundamental part of the lives of citizens around

the world. From the neighborhood parks where we take our daily morning walks, to the footpaths and streets that surround our buildings, public spaces have become an important asset .This research is an attempt to understand

the importance of public open spaces in community centers. With the comparative assessment of public open spaces of the Preet Vihar community

center, the study aims to propose analytical interventions to overcome the

possible shortcomings in the public open spaces of the community centers. https://issuu.com/apoorvaprakash46/docs/report_1_final DOCUMENTATION

06. CHONGAE V/S CHANDNI C O M PA R AT I V E S T U D Y O F C H O N G A E C A N A L A N D C H A N D N I C H O W K A N D W A L K A B I L I T Y A N A LY S I S Originally chores for As

the

and

social

Cheonggyecheon

celebration

gathering

urbanization

of

that

the

of

river

was

traditions.

brought

city

and

It

a

together

place

served the

industrial

for a

daily

place

community

developments

progressed, the stream wasfull of trashand waste. Chandni Chowk was the dominant axis of the Walled City, it ran through the middle of the walled

city, from the Lahori Gate of the Red Fort to Fatehpuri Masjid. These two significant spaces have been studied in detail and the current scenario of the se spaces have been analyzed to understand the working and nature of public spaces along with analyzing the walkability aspect of these spaces. https://issuu.com/apoorvaprakash46/docs/walkability https://issuu.com/apoorvaprakash46/docs/chongae_canal_and_chnadni_chowk

PHYSICAL MODELS

PHYSIACL MODEL

THANK YOU

apoorvaprakash46@gmail.com +91-976-098-7722 www.linkedin.com/in/ar-apoorva-prakash