Architecture Portfolio - Academic/Non-Academic (2018-2023)

ARCHITECTURE PORTFOLIO ACADEMIC // NON ACADEMIC WORKS

MAITHREYI DAITHA

PROJECTS ACADEMIC MArch.

the NeXT Library (thesis) the CLOUD PAVILION data’ed HOUSE

BArch.

Women Empowerment Center(thesis) FILM SCHOOL PEDESTRIAN WALKWAY UD

NON ACADEMIC INTERNSHIP

MEDITATION CENTER RESTAURANT INTERIORS INSTITUTIONAL

JUNIOR ARCHITECT

RESIDENTIAL

the NeXT Library

MArch. | Thesis

The Great Library of Alexandria was a monumental cultural institution in the ancient world, housing an enormous collection of books, manuscripts, and other documents. Though the original library was destroyed, its legacy endures and inspires us to create a modern library that reflects the advances in technology and the needs of today’s world.

The Next Library is a vision for the future of libraries that builds on the legacy of the Great Library of Alexandria. It is a digital space that combines experiences, cutting-edge technology and sustainability. It is a space that empowers users to explore, learn, and create new ideas that will shape the world for generations to come. The Next Library is a symbol of the enduring importance of libraries in our world.

In ancient Alexandria, the city’s architectural prominence was a testament to its remarkable engineering and design capabilities. The careful planning of the city’s layout, characterized by a grid system with broad, straight streets, facilitated efficient movement and organization. Within this well-structured framework, magnificent buildings of the ancient world arose, leaving an everlasting impact on the annals of architectural history.

During the reign of the Ptolemaic dynasty, particularly under the patronage of Ptolemy I, Alexandria underwent a remarkable transformation into a center of learning and culture. It was during this period, in the early 3rd century BCE, that the iconic Great Library of Alexandria came into existence. Although specific architectural details of the library are not extensively documented, its significance as a symbol of intellectual pursuit cannot be overstated. The library stood as a beacon of knowledge and scholarship, drawing esteemed scholars and thinkers from distant lands, eager to immerse themselves in its vast collection.

Alexandria’s reputation for architectural splendor extended beyond the library. The city was renowned for its grand edifices, encompassing palaces, temples, and theaters. These magnificent structures not only showcased the city’s architectural ingenuity but also exemplified the mastery of engineering principles prevalent in ancient Alexandria. The skilled craftsmen of the city excelled in diverse disciplines, making significant contributions to both cultural and technological advancement.

One particularly noteworthy architectural marvel in Alexandria was the Pharos lighthouse, hailed as one of the Seven Wonders of the Ancient World. Rising tall and majestic, the lighthouse served as a guiding beacon for ships navigating the bustling port, exemplifying the city’s engineering prowess. Its innovative design and employment of advanced construction techniques solidified its status as a symbol of maritime innovation, commemorating the architectural achievements of ancient Alexandria for generations to come.

historical timeline of Alexandria

destruction timeline of the Great Library of Alexandria

The Great Library of Alexandria, unfortunately, lacks detailed documentation of its architecture due to its destruction over 1,500 years ago, leaving little physical evidence behind. Nevertheless, some descriptions and depictions offer valuable insights into its structure.

It is believed that the library was not a singular building but rather a complex of interconnected structures. This library complex encompassed lecture halls, reading rooms, and storage areas specifically designed to house the vast collection of books and manuscripts. The main edifice of the library was reputedly a magnificent structure, boasting marble floors and walls adorned with intricate frescoes and mosaics. It likely stood several stories tall, featuring a central atrium with multiple wings extending outward.

Multiple entrances granted access to different sections within the library complex. Visitors would have entered through an imposing gateway located on the north side, leading them into a spacious courtyard. From there, they could explore the diverse areas within the library.

The reading rooms were likely situated on the upper levels of the library building. These rooms aimed to provide a serene and well-lit environment for scholars and readers. Large windows would have allowed ample natural light to illuminate the space. The shelves within the library were most likely constructed of wood or stone, meticulously arranged in rows and columns to accommodate the vast collection of books and manuscripts. Interestingly, it is believed that the books were stored on open shelves rather than being housed in closed cabinets or cases.

A notable feature of the Great Library was its extensive network of underground tunnels and storage areas, which played a crucial role in preserving and organizing the manuscripts. These underground spaces provided a cool and dry environment, crucial for safeguarding the delicate papyrus scrolls and manuscripts from moisture and decay. The tunnels and storage areas were likely interconnected with the main library building, facilitated by a system of ramps and stairs.

To understand the spatial organization of the Great Library of Alexandria AI text to image tools were used in conjunction with existing literature on the Library.

A sample of 10 articles were selected to be analyzed. Words describing the physical features of the library were selected. These words were further grouped based on their meanings. Words with similar meanings were grouped together to form three sets.

Set 01: monumental, gargantuan, majestic, transcendent Set 02: innovative, revolutionary, pioneering, radical Set 03: collaborative, synergetic, unity, collective The initial experiments took random words (as long as they were from the same set) to create prompts that were used in text to image AI tools to generate visuals that represented the architecture of the Great Library of Alexandria.

Through the AI explorations similarities in form and spatial arrangement were found.

These similarities were used to inspire/indicate the form and language of the proposed design interventions.

The Next Library comprises of three parts : 1. the library of experiences 2. the path to knowledge 3. the Library The propsed library is an underwater digital library, where all digital and digitised knowledge will be housed using underwater server farms.

The climate of Despotiko Island is typically Mediterranean, with hot, dry summers and mild, rainy winters. Here are some climatic details about the island: Sun Path: Despotiko Island receives a lot of sunshine throughout the year, with an average of 300 sunny days annually. During the summer months (June-August), the island experiences long days with up to 14 hours of daylight, while in the winter months (December-February), the days are shorter with up to 10 hours of daylight.

Daylight: In general, the island experiences long daylight hours during the summer months, with the sun rising early in the morning and setting late in the evening. During the winter months, the daylight hours are shorter, with the sun rising later in the morning and setting earlier in the evening.

Humidity: The humidity levels on Despotiko Island are generally low, especially during the summer months. The island experiences a dry, Mediterranean climate, with average relative humidity ranging from 40% to 60%.

Rainfall: Despotiko Island receives most of its rainfall during the winter months, from November to February, with occasional showers in March and April. The annual rainfall averages around 350mm, which is relatively low compared to other parts of Greece.

Climatic Conditions: The island experiences hot and dry summers, with average temperatures ranging from 25°C to 35°C, with occasional heatwaves reaching up to 40°C. Winters are mild, with temperatures ranging from 10°C to 15°C on average.

Despotiko Island is a small, uninhabited island located in the Cyclades island group in Greece. It is situated southwest of the island of Antiparos, and east of the island of Despotikó, from which it gets its name.

The island has a rich archaeological history, with several ancient temples and sanctuaries discovered on its shores. Excavations have revealed that the island was an important religious center during the 6th and 7th centuries BCE, with worshipers flocking to its temples to honor the gods.

Today, Despotiko Island is a popular destination for tourists who are interested in exploring its ancient ruins and enjoying its pristine beaches. Visitors can take a boat tour from nearby Antiparos or Paros, and spend a day exploring the island’s archaeological sites, snorkeling in its crystal-clear waters, and relaxing on its sandy beaches.

While there are no permanent settlements on the island, there are several tavernas and beach bars that cater to tourists during the summer months. Additionally, visitors can find accommodation in nearby Antiparos or Paros, and take day trips to explore Despotiko Island’s archaeological wonders.

the Cloud Pavilion

MArch. | Studio

The Agora is a multifunctional space located in the City of Arts and Sciences complex in Valencia, Spain. It was designed by the renowned Spanish architect Santiago Calatrava, who also created other iconic structures in the complex.

The Agora has a height of 70 meters and covers an area of 5,000 square meters, with an open plan resembling a pointed ellipse.

The Agora is the home of the CaixaForum, a cultural center that offers art exhibitions, conferences, concerts and shows.

The Cloud Pavilion, is a space in the CaxiaForum that invites users to immerse themselves in a sensory experience.

ramp

Site, smell, touch - in essence a cloud is one embedded in experience.

fibre glass structure

The essence of my interpretation of a cloud is reflected in this design, this pavillion also tries to create a dialogue between the inside and the outside and question our interpretation of spaces based on where we stand with respect to the artifact.

The journey from one end to the other within the sphere is as hard if not harder than actually walking in a cloud.

A 3D animated cloud was generated to understand the physical, dynamic and technical aspects of clouds. Blender and Cinema4D were used to model and animate the cloud.

The Cloud Pavilion itself was modeled in Rhino using the Grasshopper plugin.

misting apparatus

D a t a’e d H o u s e

MArch. | Studio

This site was located in Malibu.

The house sits at the highest point on a vast site.

The location allows for a magnificient view of the sea.

Conceptual iterations were further developed to create habitable blob spaces for this house proposal.

Conceptual iterations using computational design methods and Grasshopper/ Python script.

Wind speeds and direction was collected for this site and data sets were created and organised by inputing Python script into Processing and generating 3D point plots of wind directions. These 3D points were later taken into Rhino and using Grasshopper organic and planar conceptual iterations were generated.

Structure for the house was designed using python and grasshopper script.

Wo men Empowe rm en t C en t er

BArch. | Thesis

“Women are the real architects of society.”—Harriet Beecher Stowe This thesis explores the research question on how architecture and design can support the efforts towards empowering women and help them achieve social, financial and emotional stability and help in improving their lives. It also explores how nature and built spaces can bring positive changes in orphaned children. It dwells into aspects of culture and craft both as a source of design inspiration and a means of economic elevation.

The thesis focuses on underprivileged and abused women in an urban setting who struggle to find a way out of the abuse and gain social and economic independence. This thesis also attempts to provide a safe space for these women to make a change in their lives and move forward.

commercial

residential

park

institution

This site was chosen as the area has been a hub of cultural activities.

Opposite to the site is a women’s college.

Two sides of the site is bound by residential buildings, and another side by commercial buildings.

The women empowerment center is designed to allow a seamless movement between the inside and out, as well as having an abundance of greenery.

DEVELOPMENT

PLAN The residential block is located at the upper end of the site. It is bounded on two sides by existing houses and on the third by a women’s college.

The floor plan of the block is designed to allow free movement for the inhabitants while also bringing as much greenery as possible.

E LEVATI O N

The two residential blocks are connected visually by an extended roof.

The semi covered areas between the blocks is used as a space where the children can play and sit around leisurely.

Natural light is allowed to enter by the perforations in the plan that allows natural ventilation and greenery to come in.

SECTION

PLAN

DEVELOPMENT The workshop block is located at the southern end of the site. it is surrounded by an existing park and houses.

The workshops are designed to allow for multiple activities to happen in each room as well as to allow free movement between rooms.

SECTION

E LEVATI O N

The form is derived by building around the existing trees to allow for lesser trees to be cut down.

The marketplace is open to the public and is located closest to the surrounding commercial buildings.

The market is divided into main parts one being the permanent structures which boud the temporary stalls, that can be used by vendors.

The temporary stalls are made using metal pipes, bison board and translucent acrylic sheets.

The market acts as a place for the participants of the center to sell their products while acquiring a business acumen.

PLAN

E LEVATI O N

SECTION

Film School

BArch. | Studio

A film is a connection of smaller parts that come together to deliver a narrative. This concept is beautifully explained by the Soviet Montage Theory.

There are five different types within the Montage Theory ; Metric, Rhythmic, Tonal, Overtonal and Intelectual.

This Film School is rooted in the Soviet Montage Theory. The building itself is pieces of a larger whole that functions individually as well as when combined.

Each tower has its own function and is connected to each other visually through height as well as through materiality.

LOCATION : Bangalore, Koramangala 12 55’N 77 37’E

Three sides of the site is surrounded by residential buildigns and the fourth side is facing a lake.

In order for the user to experience all levels of the site and the city insteady of spreading across the site the buildings rise high to minimise the number of trees to be displaced and to experience the city at various levels above ground.

The units are derived from the disection of a 40m3 cube.

The cube is disected by the contour grid as well as the bangalore map grid.

Each broken piece of the cube has its own defined function.

PLAN

SECTION

Ped es t ri an Wal k way UD

BArch. | Studio

HISTORIC LOCATIONS 1. KR MARKET 2. BANGALORE FORT 3. TIPPU SUMMER PALACE 4. KOTE PRASANNA VENKATARAMANA TEMPLE 5. KALASIPALYAM BUS STAND BANGALORE FORT In 1537 Kempe Gowda I, the founder of Bangalore, built the Bangalore fort out of mud. Later in 1761 Hyder Ali rebuilt the fort out of granite and further construction was taken over by his Tipu Sultan. When the British invaded they started dismantling the fort to use the grannite.

N

EVOLUTION OF BANGALORE

1791

1920

2018

The KR Market was initially the axis between the residential are and the fort are of Bangalore.

The frequent use of the road by people slowly led to its transformation into a market place. which subsequently became the social hub for people of Bangalore.

Even after centuries, KR Market still is a place of vibrance and cultural aactivities.

KR MARKET The place where KR Market stands now was initially a water body which later served as a battle feild before being converted into a market place.

TIPPU SUMMER PALACE Tippu Summer Palace was built right infront of Kote Prasanna temple as both Tippu and his father held the temple in high regard. This laid the foundation for the h a r m o n e o u s c o - e x i s t a n c e between religions KOTE PRASANNA VENKATARAMANA TEMPLE The Kote Prasanna Venkataramana Temple was built at the Southern most end of the city marking the cities southern extreme boundary.

KALASYPALYAM BUS STAND

GROWTH IN TERMS OF LANDFORM

Kalasypalyam bus stand was the first bus stand to come up in Bangalore. It was located close to the center of the city.

BUS STAND

METRO STATION

TRANSPORT NODES

EXISTING PEDESTRIAN MOVEMENT

The site is located central to the main Market of Bangalore.

On either side is a major transport node, on one side is the underground Metro station and on the other side is the oldest Bus Stand.

The main aim is to use a strip of the land between the two nodes and create an axis for pedestrian movement. This allows a cleaner connection between both sides.And eliminates excess travel distance by foot between the metro and bus stand.

TRANSPORT NODE MARKET HISTORICAL SITES HOSPITALS

PROPOSED PEDESTRIAN MOVEMENT

PLAN

ELEVATION PORTAL ITERATIONS

FORM 1

FORM 2

FORM 3

FORM 4

FORM 5

FORM 6

FORM 7

FORM 8

DETAIL A

The Portals are designed in a way to allow maximum natural light as well as natural ventilation.

The open walls of the walkway allow for more safety as the length of the walk way is immense and keeping the complete length covered will reduce the safety aspect of the path for pedestrians to use.

PART PLAN

The open portals also have a lightweight appearence which isnt heavy on the eyes amongst all the residential and commercial buildings around.

The portals themselves are made using corten steel which will give it a weathered look without compromising material strength.

PART ELEVATION

This meditation center design was proposed to help form a space where memebers of the satsang can converege for their meetings as well as meditation practices.

The structure is designed by the intersection of two arches. And is built using localy sourced bricks.

Me d i t at i o n Cen t er

Internship

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Re s t rau n t I n t e r i o r s

MudHands Earth Architecture |Internship

The restaurant is designed to imitate a rural Indian setting.

The main materials used for the whole project are aerocon blocks, clay tiles and coloured oxide finish.

Unique seating (hubs) were designed specifically for this project.

PLAN

SECTION

M a h a r a sht ra Nationa l L aw Univers it y Architecture Paradigm|Internship

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[__] CLIENT COPY [__] SITE COPY [__] CONSULTANT COPY [__] CONTRACTOR COPY [__] OFFICE COPY [__] ORIGNAL COPY

OFFICE SEAL

STRUCTURAL

: PATANKAR CONSULTANTS PVT LTD, ARUP INDIA PVT LTD

ARCHITECTS

MEP , FIRE LIGHTING & SUSTAINABILITY : McD BERL PVT LTD LANDSCAPE : INTEGRATED DESIGN

ARCHITECTURE PARADIGM

AUDIO VISUAL & ACOUSTIC KITCHEN/BOH GRAPHICS Q.S. & P.M.C :

No. 26, 4th B Cross Rd, Koramangala Industrial Layout, Koramangala, Bangalore,Karnataka 560095 PH : 080 2553 6750 E - MAIL : mail@architectureparadigm.com

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Client

INSTITUTION

ALL DRAWINGS TO BE CO-RELATED TO OTHER DWGS,DOCUMENTS,TENDER/SPECIFICATION, INCLUDING OTHER CONSULTANTS,SUPPLIERS, MANUFACTURERS BEFORE EXECUTION. ANY DISCREPANCY/AMBIGUITY TO BE BROUGHT TO ARCHITECTS NOTICE IN WRITING, REASONABLY IN ADVANCE.

ROOM NAME

: NAGPUR

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Project Phase: PHASE 1 Title

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LECTURE HALL

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ALL THE DIMENSIONS IN MILLIMETER (MM) DO NOT SCALE THE DRAWING, FOLLOW THE DIMENSIONS MENTIONED. ALL DIMENSIONS TO BE CHECKED AT SITE, DO NOT USE THE DRAWING FOR ANY OTHER PURPOSE THAN IT IS MEANT FOR

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No. of Copies

[__] CLIENT COPY [__] SITE COPY [__] CONSULTANT COPY [__] CONTRACTOR COPY [__] OFFICE COPY [__] ORIGNAL COPY

OFFICE SEAL

STRUCTURAL

: PATANKAR CONSULTANTS PVT LTD, ARUP INDIA PVT LTD

ARCHITECTS

MEP , FIRE LIGHTING & SUSTAINABILITY : McD BERL PVT LTD LANDSCAPE : INTEGRATED DESIGN

ARCHITECTURE PARADIGM

AUDIO VISUAL & ACOUSTIC KITCHEN/BOH GRAPHICS Q.S. & P.M.C :

No. 26, 4th B Cross Rd, Koramangala Industrial Layout, Koramangala, Bangalore,Karnataka 560095 PH : 080 2553 6750 E - MAIL : mail@architectureparadigm.com

: MMG ACOUSTICAL CONSULTANTS : CKP HOSPITALITY CONSULTANTS :

200

29

700 1000

100

S E C T I O N 1 :2 0

P L AN 1 :2 0

Client

INSTITUTION

ALL DRAWINGS TO BE CO-RELATED TO OTHER DWGS,DOCUMENTS,TENDER/SPECIFICATION, INCLUDING OTHER CONSULTANTS,SUPPLIERS, MANUFACTURERS BEFORE EXECUTION. ANY DISCREPANCY/AMBIGUITY TO BE BROUGHT TO ARCHITECTS NOTICE IN WRITING, REASONABLY IN ADVANCE.

ISSUE & REVISIONS

NOTES / REMARKS

24

: MNLU

Site

: NAGPUR

Block

: BLOCK J ACADEMIC

Project Phase: PHASE 1 Title

: WORKING DRAWINGS

ALL THE DIMENSIONS IN MILLIMETER (MM) DO NOT SCALE THE DRAWING, FOLLOW THE DIMENSIONS MENTIONED. ALL DIMENSIONS TO BE CHECKED AT SITE, DO NOT USE THE DRAWING FOR ANY OTHER PURPOSE THAN IT IS MEANT FOR

DATE

ARCHITECTURE

23 S E C T I O N A 1 :5 0

:

29/01/19

DRAWN

:

MAITHREYI

CKD BY

:

FALGUNI

DWG TITLE:

STAIRCASE DETAIL 02

DWG NO :

MNLU/AR/BLK J/WD/P115

Version/Revision :

V 001 / R000

scale : as indicated

19-09-2020 17:43:58

LOWER LVL GROUND 270.75 FFL

D:\10th sem portfolio\portfolio.rvt

150 th RCC WALL

HANDRAIL @1100mm: 40x12mm THK MS FLAT; FINISHED WITH METAL PAINT AS SPECIFIED

J30'

1250

J31

2650

2600

BALUSTERS: 40X12mm THK MS FLAT TO SUPPORT HANDRAIL AT 1100mm, ANCHORED TO THE SIDE OF THE STAIRCASE BELOW AND SPACED AT INTERVALS AS SEEN IN ELEVATION (800mm C/C) ; FINISHED WITH METAL PAINT AS SPECIFIED

Jad 100

40

J32

51

52

53

36

35

34

33

32

31

30

29

28

800

A ET ED PH

2675

O ET

74

75

76

77

78

79

80

81

82

A

ET OP

P114

39

38

37

36

35

34

33

32

31

30

29

28

800

HAND R AIL DETAIL 1:10 A P114

J29

800

HE OP TA DE IL

Jae

1: 200 SLOPE AT LANDING

50

150

278.85 FFL 278.80 SSL

UP

8mm PLASTER GROOVE

MS PLATE (CIRCULAR PROFILE) TO ANCHOR THE HANDRAIL TO THE SIDE OF THE STAIRCASE

IL

SL

IL

800

73

S

OP SL

A P114

72

12

OP HE

40

274.80 FFL 274.75 SSL

UP

71

4900 800

300

800

37

70

AIL DET HE OP

38

69

T PE

39

A ET ED PH

800

2300

DE TA IL

54

50

50

20

49

145

48

16mm DIA MS PIPE (16gauge)PAINTED WITH METAL PAINT AS TO SPAN BETWEEN BALUSTERS AT AN INTERVAL 0F 100mm C/C

40

47

2600

46

Jad' 40

P114

40X12mm THK MS FLAT TO SPAN ACROSS BALUSTERS AT +50mm FROM TOP OF TREAD FFL

ET

45

800

44

O ET

2675

43

OP SL

A

42

SL O

4900

Jad'

ST 4 27 R : 150 mm TR : 300mm

DN

SL OP

SL OP 800

41

HANDRAIL @+900mm FROM FLL: 25x75mm MS BOX SECTION (16gauge), FINISHED WITH METAL PAINT AS SPECIFIED

800

4500

ED ET A IL PH TO E

800

DE TA IL OP HE

DN

ET

800

2300

SL OP

800

4500

2300

ST 4 27 R : 150 mm TR : 300mm

86 114

25

1100

100

100

1100

Jad

1300

J30

1225

2600

J29

30

2650

J32

100 150

1250

J31

200

J30'

75

1300

J30

40

J29

J30

J30'

J31

Jae 1300 RAIN WATER SPOUT TO FURTHER DETAIL

ST4 STAIRCASE PLAN F I R S T F L O O R L EV E L 1 :5 0

ST4 STAIRCAS E P LAN S E CO N D F L O O R L E V E L 1 :5 0

1250

2650

RAIN WATER SPOUT TO FURTHER DETAIL

TERRACE FLOOR 283.65 FFL 283.60 SSL

LOWER TERRACE FLOOR 282.90 FFL 282.85 SSL

J30

J30'

1300

J31

1250

Jac

J32

2650

280.95

J29

1500

J29

2600

1300

J30

J30'

1250

J31

2650

J32

2600

68 67 66 65 64

Jad

63

Jad

62 61 60

SECOND FLOOR 279.60 FFL

59 58

300

57

UP

279.55 SSL

56

150

55

LOWER SECOND FLOOR 278.85 FFL 278.80 SSL

2300

DE TA IL OP HE

E OP

E PH TO

TA DE

IL

40 39

ET

800

SL

38

SL OP

19

20

21

22

23

24

25

26

27

10

9

8

7

6

5

4

3

2

1

800

2300

76

77

78

79

80

81

270.75

Jae

82

36

ST 4 28 R : 150 mm TR : 300mm

35 34

FIRST FLOOR 275.55 FFL

31

67

66

65

64

63

62

61

60

59

58

57

56

275.50 SSL

274.80

29

55

28

274.75 SSL

SL OP E

800

2300

75

IL

800

74

LOWER FIRST FLOOR 274.80 FFL A ET ED PH

A P114

73

32

68

O ET

IL

272.10

A P114

72

OP SL

A ET ED PH

UP

71

30

800

11

70

33

Jad' 2675

12

37

69

300

18

2300

17

300 800

13

O ET

800

DN

800

16

300

800

15

OP SL

A P114

TWO STEP UP

800

4500 2300

2300

SL OP ET

OP HE

DE TA IL

800 800

ST 4 27 R : 150 mm TR : 300mm

1100

14

Jad' 2675

1

150

4500

2

A

TO

P114

PH

ED

ET AIL

Jae

13 12 11 10

1825

9 8

SSL

4 3 2 1

LOWER LVL GROUND 270.75 FFL

SSL

ST4 STAIRCASE PLAN T E R R AC E F L O O R L E V E L 1 :5 0

Date

Revision

Issued For

No. of Copies

[__] CLIENT COPY [__] SITE COPY [__] CONSULTANT COPY [__] CONTRACTOR COPY [__] OFFICE COPY [__] ORIGNAL COPY

OFFICE SEAL

STRUCTURAL

: PATANKAR CONSULTANTS PVT LTD, ARUP INDIA PVT LTD

ARCHITECTS

MEP , FIRE LIGHTING & SUSTAINABILITY : McD BERL PVT LTD LANDSCAPE : INTEGRATED DESIGN

ARCHITECTURE PARADIGM

AUDIO VISUAL & ACOUSTIC KITCHEN/BOH GRAPHICS Q.S. & P.M.C :

No. 26, 4th B Cross Rd, Koramangala Industrial Layout, Koramangala, Bangalore,Karnataka 560095 PH : 080 2553 6750 E - MAIL : mail@architectureparadigm.com

: MMG ACOUSTICAL CONSULTANTS : CKP HOSPITALITY CONSULTANTS :

Client

: MNLU

Site

: NAGPUR

Block

: BLOCK J ACADEMIC

Project Phase: PHASE 1 Title

: WORKING DRAWINGS

ALL THE DIMENSIONS IN MILLIMETER (MM) DO NOT SCALE THE DRAWING, FOLLOW THE DIMENSIONS MENTIONED. ALL DIMENSIONS TO BE CHECKED AT SITE, DO NOT USE THE DRAWING FOR ANY OTHER PURPOSE THAN IT IS MEANT FOR

DATE

ARCHITECTURE

Issued to

ST4 STAIRCASE SECTION S E CT I O N A 1 :5 0

INSTITUTION

ALL DRAWINGS TO BE CO-RELATED TO OTHER DWGS,DOCUMENTS,TENDER/SPECIFICATION, INCLUDING OTHER CONSULTANTS,SUPPLIERS, MANUFACTURERS BEFORE EXECUTION. ANY DISCREPANCY/AMBIGUITY TO BE BROUGHT TO ARCHITECTS NOTICE IN WRITING, REASONABLY IN ADVANCE.

ISSUE & REVISIONS

NOTES / REMARKS

GROUND FLOOR 271.50 FFL

5

:

27/01/19

DRAWN

:

MAITHREYI

CKD BY

:

FALGUNI

DWG TITLE:

STAIRCASE DETAIL 01

DWG NO :

MNLU/AR/BLK J/WD/P114

Version/Revision :

V 001/ R 000

scale : as indicated

19-09-2020 17:43:50

Jae' S T 4 S T AI R C A S E P L AN G R O UN D F L O O R L E V E L 1 : 50

6

D:\10th sem portfolio\portfolio.rvt

7

RAIN WATER SPOUT TO FURTHER DETAIL

A

1 3355.9

3 B

2 2a

4690.0

3300.0

10.0

4

C

5

1800.0

2000.0

6

7

2500.0

2097.7

599.4

FGL 0.00 survey level 99.75

20373.3

ms gate to detail

0

FLUSHING WATER SUMP CAP : 6000 Lts

Size : 2.0 x 2.0 x 1.5 mts deep + 0.25 free board

entry ms gate to detail

planter box

6603.0

Recharge Pit

Size : 1.2 dia x 3.5 mts depth

Size : 1.7 x 2.0 x 1.5 mts depth Size : 2.0 x 2.7 x 1.5 mts deep + 0.25 free board

1200 2400 1200

1200 900

150 550

stone pavers sadarhalli

41017.3 stone pavers

F

Media Room

SD04

Master Bedroom 01

1500

Master Bedroom 02

SD06

Study Room Entry

SD07

Bedroom 01

SD08

Towards Sit Out - FF

SD09

Kitchen Entry

Media / Family Room

SCHEDULE OF OPENINGS - DOOR WINDOW (all dimensions in mm) Width

Lintel Lvl.

Sill Lvl.

Height

Nos.

Location

DW01

Maids Room 01,02

DW02

Wet Kitchen

FG01

Living Room - 20% openable

Living Room

FG02a

Master Bedroom 01

FG02b

100 900

900

1000

F'

Master Bedroom 02

700 300 900

I

600

3900

(light weight MS roof above)

UTILITY YARD

600

First Floor - Passageway Study Room

W01A

Lift Passage - GF

W01B

Lift Passage - FF

W02

Powder Room

W03

Dry Kitchen

W04

Laundry and Store Masterbed Room 01

W06a

WIW, Bedroom 01 & 02

W06b

Toilets, Bedroom 01 @ 02

W07

K L

Study (towards sit-out)

W08

Study (towards living)

W09

Bedroom 01 - Balcony

W10

Bedroom 01

W11

Second Floor - around stair

2250

G'

W12

2794 FFL 0.300 FFL 0.450

W13

Stair Roof Clerestory

W14a

Main Roof Clerestory West

W14b

Main Roof Clerestory North

W14c

Main Roof Clerestory East

2250 900

Master Bedroom 01,02

FG05

W05

J

2610

D5

Master Bedroom 01,02

FG04b

SCHEDULE OF OPENINGS - WINDOWS (all dimensions in mm) provision for gas cylinders

900 1650 1650

W15

FG04a

FG06

1494

Maid's Toilet FFL 0.525

201

Second Floor - around stair

Note:

Textured Wall with Creepers

compound wall

Pooja Door

SD03

SCHEDULE OF OPENINGS - FIXED GLASS (all dimensions in mm)

2380 random rubble stone masonry hatch indicates extent of

Living Room

SD02

G

sadarhalli

K I T C H E N G A R D E N

2700

400

400

3100

200

Living Room

SD01b

SDF01

E'

FFL 0.150

spiral staircase to access terrace

2758

OTS Pebble Court (with pergola above)

2000

550

Double Height Pebble Court

FG2a

2885

1000

SD01a

SCHEDULE OF OPENINGS - SLIDING FOLDING DOOR (all dimensions in mm)

W4

up

100

2200

Terrace Entry

FG03a

1700

4485

5103

FG2b

D04C

Bedroom 02 Balcony

DW2

1300 DW3

200

1300 100

Master Bedroom 02 - FF

Type

FFL 0.300

1150

100 1000

200

Master Bedroom 01 - GF

D07

E

FFL 0.450

800

4400

200 150 500

FFL 0.525 form finished r.c.c for slab soffit 4750 chest

Powder Room

D04A D04B

Washroom, Utility, Walk in wardrobe, Store

900 D5

4457

200

W5

PHE and ac duct

2600

W5

Toilet

D03

Bedroom 01, 02

150 200 200 PHE duct

200 200

planter box cut-out above to detail

2300

2200

FFL 0.535

4300

niche

Maid's Washroom Door

FG03b

Maid's Room

FFL 0.535

Location Entrance Door

D06

1050

2100

3100

100

600

1600

900

FFL 0.535

2700

900

3850

5100

5333.9

2400

FRIDGE

4000

2800

2600

pebble bed FGL 0.320

3650

D5

750 200

3000

FG4

150 900

200 850

4500

750

Laundry Room

Wet Kitchen

Nos.

SD05

3600 ironing board

800

Height

C

H

D5

1000

1300

200

900

W3

3600

1150

FFL 0.535

200

D5

Sill Lvl.

D05

D

1050

2700

4900

Walk-in-wardrobe

1600

2400

5000

SD4

200

2967

200

150

1200

1600.0

FFL 0.470

FFL 0.535

WARDROBE

2600

400

1300

1000

Master bedroom 01

balcony slab with cutout above

2600.0

Sit - Out 2.7m x 5.4m

5500

D4A

3100

1450

200

WARDROBE

4100

I

FFL 0.535

5600

SD3

Dry Kitchen

1800

1300

form finished r.c.c for slab soffit

textured exposed concrete wall

ac duct

2500

Lintel Lvl.

D02

B

D'

200

W2

SD9

200

2400

4300

FFL 0.535

TELEVISION

4300

pebble bed

Family / Media Room

1550

island counter

SD3 100x100 niche as per ac detail

550 200

Powder Room FFL 0.525

4500

4900 exposed concrete wall

2400

2000

sliding door

4 5 6 7 8 9 Sculpture court 10 11 FFL 0.425 12 13 14 15 25 24 23 22 21 20 19 18 17 16

1400

3300.0

cantilevered, exposed concrete staircase with leather finish black granite treads and m.s railing 2700 1000

1550

178

3550

form finished r.c.c for slab soffit only dining and sculpture court

formwork finished r.c.c for slab soffit

250

ms column

4500

5415

6400

FFL 0.535

1700

W1a

2700

2650

Dining

SD1b

200

700

D3 900

650

ismb 150 along slab edge

FFL 0.470

900

2500

BAR UNIT

250

Sit Out

Lift Shaft

700

2000

B.FAST COUNTER

4300

Puja

FFL 0.535

1200

14150

5250 1000

TALL UNIT WITH MICROWAVE, OVEN

500

240 FGL 0.320

DW1

Width

D01

SCHEDULE OF OPENINGS - SLIDING DOORS (all dimensions in mm)

2300 200

H

4500.0

2300

2100

FFL 0.470

up

FFL 0.535

1700

8030

FFL 0.535 double height cut - out

SDF01

1000.0

Maids room 01

SD2

CONSOLE

7700

Living 7.5m x 7.7m

FFL 0.525

600

1900

hatch extent indicates random rubble masonry stone compound wall

4136.5 3954.5

40998.8

1985.5 260.0

SD1a

ismb 150 along slab edge @sitout above

J

2100

1900 WARDROBE

2500 copper chajja extents

Type

FFL 0.320 D5 FFL 0.470

800 100 D2

1400

2550

583

2400

SCHEDULE OF OPENINGS - DOORS (all dimensions in mm)

A

K I T C H E N G A R D E N

400

600

niche

1700

6100

3600

250 100 450 750

FFL 0.535

1600

3700

FFL 0.525

FFL 0.535

CONSOLE

Foyer

UPS Room

1000

D1

sliding door

E

G

Villa

FGL 0.170

2300

structured above cantilevered by 1.3 meters

2000 CABINETS

3600

planter box

1500

7250

D

L

3700

cut - out in slab above

600

1000

463.5

FG1

textured exposed concrete wall

250

3800.0

copper chajja extents

D

K

structured above cantilevered by 1.4 meters

FFL 0.470

2600

100

C

G

FFL 0.320

3400

2

3

B

F

7100

entry

1

FGL 0.320

F

Rainwater Harvesting Tank DOMESTIC WATER SUMP CAP : 5000 Lts CAP : 8000 Lts

FGL 0.170

A

FGL 0.320

0

Garage 8.8m x 6.47m

FGL 0.300

E

25

stone compound wall

planter box

1460.7

FGL 0.060

hatch

rubble masonry extent indicates random

Indicates Exposed Concrete Walls

20039.2

1

Studio Motley|Junior Architect NOTES: 1) All dimensions are in mm unless mentioned 2) This drawing is the sole property of 'Studio Motley' and cannot be reproduced in any form without the consent of the architects.

3) Only written dimensions are to be followed.

4) All drawings must be read in conjunction with relevant structural drawings, consultant drawings 5) In case of any differences between architectural and structural drawings, the dimensions on the architectural shall supercede.

Any discrepancy should be brought to the notice of the architects.

A'

ELEVATION NAME Sheet. No SECTION NAME.

Sheet No.

N

2a

3 B'

4

5

C'

ELECTRICAL CONSULTANT:

STRUCTURAL CONSULTANT:

TIRUMALA ASSOCIATES

MANJUNATH & CO.

# 917/B, 'Tirumala Nivasa' 1st F Main Road, Girinagar II Phase, Banglore560 085 Email : shivakumar.tirumala@gmail.com

6

No 236 , 5th Cross, K G Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore – 560 019 Email : manjaxe2010@gmail.com

HVAC CONSULTANT:

PHE CONSULTANT: AADYA MEP CONSULTANTS LLP INDUS CONSULTING ENGINEERS

Regus UB City, Level 14 & 15, Concorde Tower, UB City, 1 Vittal Mallya Road Banglore- 560 001 Email : prakash.aadyaconsulting.co.in

#13, 8th Main road, NHCS Layout, Vijayanagar, Bangalore 560040 Email : indusconsultingengineers@gmail.com

7

CLIENT:

ARCHITECTS:

MR. DEEPAK VINCHHI MRS. HEENA VINCHHI EPSILON LAYOUT IIIRD STAGE, DOMLUR BANGALORE

DRAWING STATUS:

GFC

DRAWING TITLE:

STATUS: PROJECT NO: SCALE: DATE: DRAWN BY: JOB ARCHITECT: Urban planning. Architecture. Interiors CHECKED:

GROUND FLOOR PLAN GFC VIN - AR - 16 1:100 @ A2 01. 08 . 19 Maithreyi Lakshmi Anand

VIN-AR16-R-101-R1

Sit - Out FFL

to detail

ups room

to detail

toilet

maid's room

powder room

pooja room

1800

535

+ 0.470

NGL + 0.00

liftpit

survey level 99.75

SECTION CC'

1000.0

L

LIFT ROOF SSL

+ 12.250

C

3800.0

LEGEND

+ 12.250

dry kitchen

sculpture court

FG2b

toilet

maid's room

Sit - Out FFL

powder room

2000

3050

1800.0

GFC

3300.0

4700.0

form finish rcc for slab soffit

DRAWING STATUS:

GFC

W12

Urban planning. Architecture. Interiors

400

2000 3050

900

650 400

450

450 500

2300

4150

900

300 false ceiling

2800 3200

3200

3200

3200

400

400

bedroom 02

false ceiling

powder room

2300 3200 900

+ 7.450

false ceiling

dry kitchen

W4

W4

store

W6a

W6b

walk in wardrobe

form finish rcc for slab soffit

3200

3200 2800

2800 3200

2800 3200

W3

W2

bamboo screen with ms supports to detail

toilet

spiral stair to detail

FIRST FLOOR FFL

+ 4.100

false ceiling

DW2

maids room

wet kitchen

W4

random rubble stone clad to detail

GF FFL

+ 0.535 Sit - Out FFL

+ 0.470

NGL + 0.00

GF FFL Sit - Out FFL

survey level 99.75

+ + 0.535 0.470

Sit - Out FFL NGL + 0.00 + 0.470

store

900 SD9 copper cladding to detail

toilet

false ceiling

SHS as per DW2 structural detail cantilevered exposed concrete staircase as per detail

living room

wet kitchen

W4 SD1A

900 SDF01

150

18 X 18 mm drip mould cast in slab

DETAIL A Drip Mould @ Main Roof Scale 1:10

+ 8.650

exposed concrete MAIN ROOF SSL beam as per TERRACE FLOOR SSL structural detail + 8.650

+ 7.450

form finish rcc forTERRACE roof soffit FLOOR SSL form finish rcc for slab soffit

+ 7.450

textured exposed concrete wall (vertical board formed concrete)

LEGEND

18 x 18 mm groove

bamboo screen at 900mm from ffl with ms supports to detail exposed concrete beam

as per structural detail

+ 4.100

textured exposed concrete wall (vertical board formed concrete) random rubble random rubble stone clad to detail stone clad to detail

GF FFL

sit-out

Textured Exposed Concrete Finish

FIRST FLOOR FFL

FIRST FLOOR FFL ISMB along slab edge as per structural detail + 4.100

copper chajja with ms frame to detail

ms railing as per detail

100

STAIR ROOF SSL

VIN-AR16-R-201-R0

Lakshmi DRAWN BY: JOB ARCHITECT: drip mould Lakshmi + 10.950 (detailAnand A | Pg VIN-AR16-R-202-R0) CHECKED:

spiral stair to detail

2300 3200

400

maids room

2800 3200

W4

2300

1765 W6b

600

2800 3200

W6a

18

VIN-AR16-R-201-R0 MAIN ROOF SSL

false ceiling

3265

4150

W8

2000

LIFT ROOF SSL

ms railing as per detail

2600

450

450 500

false ceiling

300

pooja room dry kitchen

W4

18 x 18 mm groove @900 mm from ffl

+ 0.535 Sit - Out FFL

NGL + 0.00

Copper Facade Random Rubble Stone Clad wall

18 X 18 mm drip mould cast in slab 18

GF FFL

+ 0.535

Exposed Concerte Beam Note :

100

Sit - Out FFL

1.

DETAIL B Drip Mould @ Slabs Scale 1:10

+ 0.470

NGL + 0.00

2.

survey level 99.75 survey level 99.75

Flooring finish thickness @ ground floor is 85mm, including 19mm kota flooring.

Flooring finish thickness @ first floor is 65mm, including 19mm kota flooring.

SECTION DD' Scale 1:100

ELECTRICAL CONSULTANT:

1) All dimensions are in mm unless mentioned 2) This drawing is the sole property of 'Studio Motley' and cannot be 1reproduced in any form without the consent of the architects.

3) Only written dimensions are to be followed.

4) All drawings must be read in conjunction with relevant structural drawings, consultant drawings LIFT ROOF SSL 5) In case of any differences between architectural and structural

+ 12.250

ELEVATION NAME

TIRUMALA ASSOCIATES

# 917/B, 'Tirumala Nivasa' 1st F Main Road, Girinagar II Phase, Banglore560 085 Email : shivakumar.tirumala@gmail.com

2000

Sheet. No 150

2000.0

MAIN ROOF SSL

1800

1485

liftpit

+ 0.470

NOTES:

2a

400

400 2800

3200

SD2

form finish rcc for slab soffit

3200

450

400

400

3050

W3

3200

3265

3200

false ceiling

Scale 1:100

3

1600.0

DOMLUR BANGALORE

walk in wardrobe

liftpit

2500.0

AADY

Regus U Conco Banglo Email :

1765

400 3650

W1a

GFC + 12.250 VIN - AR - 16 SECTION AA, SECTION BB 1:100 @ A2 08. 07 LIFT. 19 ROOF SSL GFC Lakshmi + 12.250 STAIR ROOF SSL VIN - AR - 16 Lakshmi + 10.950 1:100 @ A2 Anand 08. 07 . 19

false ceiling

1800

+ 0.470

D6

NGL + 0.00

2097.7

+ 4.100

SECTION AA, SECTION BB

ms railing as per detail

bedroom 02 form finish rcc for slab soffit

3200 2800

400

400

balcony

form finish rcc for W2 slab soffit

W1a

650 400

900

450

900

400

pooja room

535

ups room

+ 0.535

form finish rcc for slab soffit

survey level 99.75

4

FIRST FLOOR FFL

STATUS: ARCHITECTS: PROJECT NO: 1000.0 DRAWING TITLE: SCALE: stair roof as per DATE: structural detail STATUS: DRAWN BY: PROJECT NO: JOB ARCHITECT: SCALE: Urban planning. Architecture. Interiors CHECKED: DATE:

false ceiling

walk-in-wardrobe

SECTION CC'

5

form finish rcc for slab soffit

form finish rcc for slab soffit

balcony

false ceiling

DRAWING TITLE:

4700.0

L

900

planter box to detail

3565

GF FFL

3050

DW1

3050

D2

#13, 8th Main road, NHCS Layout, Vijayanagar, Bangalore 560040 Email : indusconsultingengineers@gmail.com

false ceiling

drip mould (detail B | Pg VIN-AR16-R-202-R0) 2800 3200

900

storage polycarbonate utility roof as per detail false ceiling false ceiling

form finish rcc for slab soffit

3200

3200

3050

D5

W6A

walk in wardrobe+ 4.100

450

washroom

W1b

FIRST FLOOR FFL

NGL + 0.00

6

ms railing as per detail

450

#13, 8th Main road, NHCS Layout, Vijayanagar, Bangalore PHE 560040CONSULTANT: Email : indusconsultingengineers@gmail.com

form finish rcc for slab soffit

900

W6a

survey level 99.75

7

STAIR ROOF SSL

18

MRS. HEENA VINCHHI

ARCHITECTS:

K

EPSILON LAYOUT IIIRD STAGE, DOMLUR BANGALORE MR. DEEPAK VINCHHI

MANJUNATH & CO.

lift shaft

400

textured exposed concrete parapet wall

false ceiling

3650

700 400

false ceiling

3200 2800

3200

W6b

form finish rcc for slab soffit

+ 0.470

CLIENT: 2600.0

No 236 , 5th Cross, K G Nagar,

1900 3200

900 150 3200

3265

false ceiling

+ 0.535 planter box to detail

for lift shaft (only at terrace) (vertical board formed concrete)

+ 7.450

bedroom 01

coping beam to further structural detail

3300.0

MR. DEEPAK VINCHHI J MRS. HEENA VINCHHI

I

No 236 , 5th Cross, K G Nagar, Near Shankarpuram Telephone Exchange, STRUCTURAL Bull Temple Road, CONSULTANT: Bangalore – 560 019 4500.0 Email : manjaxe2010@gmail.com

2800 3200

4250

Concorde Tower, UB City, 1 Vittal Mallya Road Banglore- 560 001

concrete gutter Email : prakash.aadyaconsulting.co.in textured exposed concrete wall as per detail

TERRACE FLOOR SSL

drip mould (detail B | Pg VIN-AR16-R-202-R0)

Sit - Out FFL

storage

+ 7.450

FIRST FLOOR FFL drip mould (detail B | Pg VIN-AR16-R-202-R0) + 4.100 random rubble pooja room stone clad to detail drip mould GF FFL (detail B | Pg VIN-AR16-R-202-R0) random rubble + 0.535 stone clad to detail

1

5300

TIRUMALA 260.0 ASSOCIATES

# 917/B, 'Tirumala Nivasa'

1800.0

MANJUNATH & CO.

AADYA MEP CONSULTANTS LLP INDUS CONSULTING ENGINEERS

niche

GF FFL

2000.0

H

drain - as per structural detail Regus UB City, Level 14 & 15,

form finish rcc for slab soffit

form finish rcc for slab sofit

2500.0

for slab soffit (vertical board formed concrete) Regus UB City, Level 14 & 15, Concorde Tower, UB City, 1 Vittal Mallya Road HVAC CONSULTANT: upturned beam at main roof Banglore- 560 001 with sleeves for storm water Email : prakash.aadyaconsulting.co.in

1200

exposed concrete beam as per structural detail

Random Rubble Stone Clad to detail

+ 12.250

SECTION NAME.

Sheet No.

NGL + 0.00

2a

HVAC CONSULTANT: DRAWING STATUS: 1st F MainCONSULTANT: Road, Girinagar II Phase, Banglore- PHE Near Shankarpuram Telephone Exchange, OHT OHT EPSILON LAYOUT IIIRD STAGE,

450

900

textured exposed concrete parapet wall (vertical board formed concrete)

F

560 085 Bull Temple Road, Bangalore – 560 019 CONSULTING ENGINEERS AADYA MEP CONSULTANTS LLP INDUS form finish rcc textured exposed concrete wall Email + 10.950 Email : manjaxe2010@gmail.com : shivakumar.tirumala@gmail.com

MAIN ROOF SSL

garage roof as per structural detail

TIRU

# 917/B 1st F M 560 085 Email :

HVAC

+ 8.650

400

3265 3265

walk in wardrobe

FG2a

7300

3954.5

2097.7

TIRUMALA G ASSOCIATES

3CLIENT:

5 4 STRUCTURAL CONSULTANT:

# 917/B, 'Tirumala Nivasa' 1st F Main Road, Girinagar II Phase, BangloreELECTRICAL CONSULTANT: 560 085 1985.5 Email : shivakumar.tirumala@gmail.com 3300.0

STAIR ROOF SSL

+ 8.650

+ 4.100

ELEC

survey level 99.75

3103

E

MAIN ROOF SSL

FIRST FLOOR FFL

L

1000.0 LIFT ROOF SSL

+ + 8.650 7.450

niche

2100

+ 12.250

4136.5

463.5

Flooring finish thickness @ first floor is 65mm, including 19mm kota flooring.

+ 7.450

K 1600.0

TERRACE FLOOR SSL

MAINFLOOR ROOFW1b SSL TERRACE SSL

bamboo screen with ms supports to detail

FG2a

toilet

3210

3800.0

D ROOF SSL LIFT

Sheet No.

+ 8.650

2600.0

Sheet. No

to detail

1485 350 100

3050

form finish rcc for slab FG2b soffit

toilet

845

C

Flooring floorfloor is is Flooring finish finish thickness thickness @ @ first ground 65mm, 85mm, including including 19mm 19mm kota kota flooring. flooring.

TERRACE FLOOR SSL

4500.0

+ 10.950

drip mould (detail B | Pg TERRACE VIN-AR16-R-202-R0) FLOOR SSL

Scale 1:100

3050

1. Flooring finish thickness @ ground floor is 6603.0 Note :85mm, including 19mm kota flooring.

2.

SECTION NAME.

B

A

3200

Sheet No.

ngs, consultant drawingsSTAIR ROOF SSL e of any differences between architectural and structural + 10.950 ngs, the dimensions on the architectural shall supercede. screpancy should be brought to the notice of the architects.

Sit - Out FFL

survey level 99.75

6 7ELECTRICAL CONSULTANT:

Note 0 :

2.

1.

3300.0

18

ELEVATION Sheet. No NAME SECTION NAME. Sheet. No

260.0

J

ELEVATION NAME

textured exposed concrete wall for lift shaft (only at terrace) (vertical board formed concrete)

drip mould bamboo (detail B |screen Pg VIN-AR16-R-202-R0)false ceiling

maid's room

niche

W6a

form finish rcc for slab soffit

2800 3200

ELEVATION NAME

I

H

+ 8.650

SECTION BB'

S:

GF FFL

+ 0.535

18 x 18 mm groove @900 mm from ffl

Scale 1:100

false ceiling

Scale 1:100

mensions are in mm unless mentioned awing is the sole property of 'Studio Motley' and cannot be duced in any form without the consent of the architects.

S: written dimensions are to be followed. awings must read in conjunction LIFT ROOFwith SSLrelevant structural mensions are be in mm unless mentioned ngs, consultant drawings awing is the sole property of 'Studio Motley' and cannot be + 12.250 e of anyindifferences between and structural duced any form without thearchitectural consent of the architects. ngs, thedimensions dimensionsare onto the written bearchitectural followed. shall supercede. screpancy beinbrought to thewith notice of thestructural architects. awings must should be read conjunction relevant

sit-out

7300

4250

DW1

form finish rcc

SECTION CC'

form finish rcc for slab soffit walk-in-wardrobe

SDF01

living room

SECTION DD'

MAIN ROOF SSL

3050

D2

350 100

1100 900

walk-in-wardrobe

niche

toilet

2310500 250 3060 1200 1100

FG4

+ 4.100

random rubble stone clad to detail

+ 0.470

+ 10.950

3200 2800

700 400

900 900 350 1200900 350 100 100

3200 2350 2350450 400 3200 3200 1200 1100

900 32001200

500 250

FG3a

false ceiling

form finish rcc with ms supports for slab soffit

2100

sculpture court

dining room

FG3b

3050

ms railing as per detail

dry kitchen

FG3a

niche

3060 1200 900

535

false ceiling

washroom FG3b

toilet for slab soffit

ups room

W3

dining room

1100

450 400

3200

3200

400

450 ms railing as per detail

FG4

SD1A

cantilevered exposed concrete staircase as per detail

+ 12.250 + 10.950

2100

living room

W3

2800 400

W1a

steel column to structural detail

STAIR ROOF SSL

toilet

false ceiling

planter box to detail

3180

steel column to form finish rcc structural detail @ dining slab soffit

planter box to detail

+ 12.250

stair roof per form finishasrcc structural detail for slab soffit

niche

D5

walk-in-wardrobe

walk-in-wardrobe

2310

survey living levelroom 99.75

W1a

cantilevered exposed concrete staircase as per detail

2800

NGL + 0.00

3050

2900 2800

450

study

form finish rcc @ dining slab soffit

exposed concrete beam + 0.470 I Section along slab SD2 edge as per AC diffuser to detail structural detail line of false ceiling

900 150

900 450

2900 2900 9501950 1950

2900 150 3050

3265

950 450

400 150

450

3265

450

2800 400

10245

cantilevered exposed coping beam to concrete staircasedetail further structural as per detail

3050

study

GF FFL

+ 0.535

Scale 1:100

+ 12.250

1950

Random Rubble Stone Clad to detail FG1

SECTION BB'

NGL + 0.00 survey level 99.75

LIFT ROOF SSL

1950

FG1

FG4 form finish rcc for slab soffit

SHS as per structural detail

textured exposed concrete wall (vertical board formed concrete)

NGL + 0.00

1985.5

LIFT ROOF SSL STAIR ROOF SSL

ms railing W6b as per detail

false ceiling

exposed concrete beam as per structural detail FIRST FLOOR FFL

copper chajja with ms frame to detail

ms railing as per detail

LIFTBeam ROOF SSL Exposed Concerte

ms railing forper slabdetail soffit as

FG4

false ceiling

survey level 99.75

2) This drawing is the sole property of 'Studio Motley' and cannot be reproduced in any form without the consent of the architects.

3) Only written dimensions are to be followed.

Copper Facade 4) All drawings must be read in conjunction with relevant structural Textured Exposed Concrete Finish drawings, consultant drawings 5) In case of any differences between architectural and structural form finish rcc drawings, the dimensions on the architectural shall supercede.

Random Rubble Stone Clad wall Any discrepancy should be brought to the notice of the architects. for slab soffit

stair roof as per structural detail

false ceiling form finish rcc

bedroom 01

form finish rcc for slab sofit 3265

walk way

W08

garage roof as per structural detail

10245

W1b

W08

3200

W1b

exposed concretewalk beam wayI Section along slab edge as per AC diffuser to detail structural detail Sit - Out FFL line of false ceiling

SD2

L

form finish rcc for slab soffit

false ceiling

18 x 18 mm groove at 900mm from ffl

NGL + 0.00

F G

3954.5

1000.0

W11

drip mould (detail B | Pg VIN-AR16-R-202-R0)

textured exposed concrete wall (vertical board formed concrete)

Exposed Concerte Beam Random Rubble Stone Clad wall

1000.0

K

1600.0

+ 7.450

form finish rcc for slab soffit

survey level 99.75

NGL + 0.00 NOTES: E

W11

exposed concrete beam as per structural detail

2800

W14c

+beam 4.100 exposed as per structural detail

W12

OHT

2800

W14c

W12

3180

3200

lift shaft

upturned beam at main roof with sleeves for storm water drain - as per structural detail

exposed beam as per structural detail form finish rcc for roofFIRST soffit FLOOR FFL

foyer

survey level 99.75

lift shaft

upturned beam at main roof textured exposed concrete with sleeves for storm water wall (vertical formeddetail concrete) drain - as board per structural

500

3600

foyer

3200

2800 400 2800

form finish rcc for slab soffit

200 3050

form finish rcc for roof soffit

900 400 365

200 D1

2400

D1

planter box to detail

NGL + 0.00 + 0.470

+ + 0.535 0.470

Copper Facade

L

900

Sit - Out FFL

2765

planter box to detail

+ 0.470 0.535 +

form finish rcc for slab soffit

balcony

3050

GF-FFL Sit Out FFL

200

garage roof as per structural detail

2465

GF FFL

2765

200

garage roof as exposed concrete per structural detail beam as per structural detail

+ 0.535

balcony

2400

+ 4.100

SD7

450 450

at 900mm from ffl exposed concrete beamflooring as per sitout structural detail laid to slope

+ 4.100 FIRST FLOOR FFL

515 500 400

900 450 450 3265

18 xmould 18 mmtogroove drip detail at 900mm from ffl textured exposed concrete wall (vertical board formed concrete) sitout flooring slope 18 x 18laid mmto groove

FIRST FLOOR FFL

form finish rcc for slab soffit SD7

3265

dripconcrete mould tobeam detail exposed as per structural detail textured exposed concrete wall (vertical board formed concrete)

+ 7.450 LEGEND

form finish rcc for slab soffit

900 2300 2300 515 500 365 3200 3200

900

exposed concrete beam textured exposed concrete parapet wall as per structural detail (vertical board formed concrete)

(detail A | Pg VIN-AR16-R-202-R0)

+ + 8.650 7.450 LEGEND

TERRACE FLOOR SSL

2465 450 450

MAIN ROOF SSL SSL TERRACE FLOOR

textured exposed concrete parapet wall (vertical board formeddrip concrete) mould

1600.0

J

2600.0

textured exposed concrete parapet wall (vertical board formed concrete)

textured exposed concrete wall (vertical board formed concrete)

+ 7.450

400

drip mould (detail A | Pg VIN-AR16-R-202-R0)

+ 8.650

2600.0

I

4500.0

K

OHT

TERRACE FLOOR SSL

+ 10.950

4500.0

H

3300.0

260.0

+ 8.650

3600

STAIR ROOF SSL

3300.0

260.0 F G

1985.5

MAIN ROOF SSL

+ 12.250 + 10.950

MAIN ROOF SSL

1985.5

E

3954.5

J

52003050 5200

3954.5

500

LIFT ROOF SSL STAIR ROOF SSL

D

4136.5

463.5

3200

4136.5

463.5 C

I

H

4150

B

3800.0

3650

3800.0

A

6603.0

+ 10.950

F G

E

D STAIR ROOF SSL

4150

6603.0

C

3650

B

A

SD2

+ 8.650

form finish rcc for roof soffit

ISMB along slab edge as per structural detail

pooja room

survey level 99.75 Textured Exposed Concrete Finish1) All dimensions are in mm unless mentioned

4136.5

463.5

D6

MAIN ROOF SSL

TERRACE FLOOR SSL

+ 0.470

GF FFL Sit - Out FFL

D

LEGEND

SD9 copper cladding to detail

+ 0.535 Sit - Out FFL

Sit - Out FFL NGL + 0.00 + 0.470

B

LIFT ROOF SSL

0 0

form finish rcc for slab soffit

GF FFL

W8

3103

random rubble stone clad to detail textured exposed concrete wall (vertical board@900 formed concrete) 18x18 groove GF FFL from ffl random rubble + 0.535 stone clad to detail

A 6603.0

Scale 1:100

+ 12.250

form finish rcc for slab soffit

drip mould (detail B | Pg VIN-AR16-R-202-R0)

exposed concrete beam as per structural detail

false ceiling

walk-in-wardrobe

survey level 99.75

0

SECTION AA'

LIFT ROOF SSL

polycarbonate utility roof as per detail

+ 4.100

18x18 groove @900 from ffl

false ceiling

ms railing as per detail

2600

3210

informal living room

FIRST FLOOR FFL

+ 4.100

400

3265

900 900 450

400 3200 3200

2800 400

965 2300 2300 450 3265 3265

2800

master bedroom 01

W6A

+ 4.100

lift shaft

600

450 150

600

master bedroom 01

textured exposed concrete parapet wall

TERRACE FLOOR SSL

965 450

3200 4220 3200

D4A

SD3

informal living room

+ 7.450

exposed concrete beam as per textured exposed concrete wall structural detail FIRST FLOOR FFL (vertical board formed concrete)

+ 10.950 drip mould (detail A | Pg VIN-AR16-R-202-R0)

5300

SD3

sit - out

plastered ceiling ac diffuser

TERRACE FLOOR SSL

STAIR ROOF SSL

W12

845

SDF01

SD1B

sit - out

D4A

SD3

LIFT ROOF SSL

stair roof as per structural detail

OHT

3050

SD1A

form finish rcc for slab soffit

SD3

2600 600

SDF01

SD1B

1

4700.0

form finish rcc for slab soffit

concrete gutter as per detail

+ 8.650

+ 7.450 8.650 +

textured exposed concrete wall exposed concrete + 7.450 (vertical board formed concrete) beam as per structural detail 18x18 groove @900 from ffl exposed concrete wall textured (vertical board formed concrete) exposed concrete beam as per 18x18 groove @900 structural detail FIRST FLOOR FFL from ffl

985 2150 2150 450 3135 3135

ISMB along slab edge as per structural detail

plastered ceiling master bedroom 02 ac diffuser

2600

copper overhang SD1A to detail

Scale 1:100

survey level 99.75

master bedroom 02

form finish rcc for slab soffit

SECTION AA'

NGL + 0.00

SD2

2a

3300.0

2100

NGL + 0.00 + 0.470

survey level 99.75

sit - out

ISMB along slab edge as per structural detail

965

Sit - Out FFL

planter box to detail

sitout flooring copper overhanglaid to slope to detail

150

planter box to detail

ac diffuser

ms railing to detail

150

MS gate to detail

GF-FFL Sit Out FFL

+ 0.470 0.535 +

form finish rcc for slab soffit

3

textured exposed concrete wall (vertical board formed concrete)

MAIN ROOF SSL

MAINFLOOR ROOF SSL SSL TERRACE exposed concrete beam as per structural detail

1800.0

OHT

upturned beam at main roof with sleeves for storm water drain - as per structural detail

+ 8.650 ms railing as per detail

4

2000.0

+ 12.250

+ 10.950

MAIN ROOF SSL

985

rainwater spout to detail

sit - out

W7

ac diffuser

2600 450 150 3200

form finish rcc for slab sofit

GF FFL

+ 0.535

SD8

sitout flooring laid to slope

SD2

form finish rcc for slab soffit

3200

garage roof as per structural detail MS gate to detail

rainwater spout to detail

ms railing to detail

textured exposed concrete wall

5

2500.0

STAIR ROOF SSL

STAIR ROOF SSL

form finish rcc ms railing for slabdetail soffit as per

6

2097.7

+ 12.250

+ 10.950

textured exposed concrete wall

2600

+ 4.100

SD8

3200

form finish rcc ms railing to detail for slab sofit exposed concrete beam as per structural detail

W14a

W7

450

garage roof as per structural detail

FIRST FLOOR FFL

SD7

450

+ 4.100

exposed concrete beam as 18x18 groove per structural detail @900 from ffl

form finish rcc for roof soffit

3200

FIRST FLOOR FFL

SD7

3115 3115 65 65 2150 900 2300 450 900450 965 2150

textured exposed concrete wall (vertical board formed concrete) copper facade 18x18to groove detail @900 from ffl textured exposed concrete wall railingconcrete) to detail (vertical boardms formed

W14a

2300

450

copper facade exposed concrete beam to detail as per structural detail

+ 7.450

W13

Upturned beam at main roof form finish rcc with sleeves for storm water for roof soffit drain - as per structural detail

W14a

3265

TERRACE FLOOR SSL

W14a

lift shaft

900 450

(detail A | Pg VIN-AR16-R-202-R0) exposed concrete beam as per structural detail textured exposed concrete parapet wall (vertical board formed concrete)

500 400 500 400 2000 2000 150 150 3050 3050

900

textured exposed concrete parapet wall (vertical board formeddrip concrete) mould

+ 7.450 8.650 +

3265

+ 8.650 MAIN ROOF SSL SSL TERRACE FLOOR

Upturned beam at main roof textured exposed with sleeves for storm water concrete wallstructural detail drain - as per

lift shaft

1950

drip mould (detail A | Pg VIN-AR16-R-202-R0)

4220

+ 10.950 MAIN ROOF SSL

OHT

1950

STAIR ROOF SSL

Stair roof per form finishas rcc structural detail for slab soffit

W13

textured exposed concrete wall

7 LIFT ROOF SSL

+ 12.250 + 10.950

3200

+ 12.250 + 10.950

LIFT ROOF SSL STAIR ROOF SSL

400

Stair roof as per structural detail

OHT

2800

1000.0

400

K

1600.0

2800 3200

1600.0

J

2600.0

400

260.0

2600.0

I

4500.0

400

4500.0

H

3300.0

2800 3200

3300.0

260.0 F G

1985.5

Scale 1:100

L

900

1985.5

E

3954.5

K

3050

463.5

LIFT ROOF SSL STAIR ROOF SSL

3954.5

D

J

900

4136.5

4136.5

I

450

463.5 C

H

400

B

3800.0

F G

E

1900 3200

3800.0

A

6603.0

D

3565

+ 12.250

C

3265

6603.0

0

LIFT ROOF SSL

B

900

A

450

0

SECTION

18

HVAC CONSULTANT:

STRUCTURAL CONSULTANT:

CLIENT:

MANJUNATH & CO.

MR. DEEPAK VINCHHI MRS. HEENA VINCHHI

No 236 , 5th Cross, K G Nagar, Near Shankarpuram Telephone Exchange, Bull Temple Road, Bangalore – 560 019 Email : manjaxe2010@gmail.com

PHE CONSULTANT: AADYA MEP CONSULTANTS LLP INDUS CONSULTING ENGINEERS

EPSILON LAYOUT IIIRD STAGE, DOMLUR BANGALORE

DRAWING STATUS:

ARCHITECTS:

DRAWING TITLE:

SECTION CC, SECTION D

STATUS: PROJECT NO: SCALE: DATE: DRAWN BY: JOB ARCHITECT:

GFC VIN - AR - 16 1:100 @ A2 08. 07 . 19 Lakshmi Lakshmi