Rahul Rathod | Architectural Portfolio |Academy of Architecture |

DESIGN A R C H I T E C T U R A L

PORTFOLIO

DESIGN A R C H I T E C T U R A L

PORTFOLIO WELCOME TO MY ARCHITECTURAL PORTFOLIO, A TESTAMENT TO MY CREATIVE JOURNEY FROM 2019 TO 2023. EACH PROJECT IS A REFLECTION OF MY INDIVIDUAL DESIGN PROWESS, SHOWCASING A BLEND OF INNOVATION AND ACADEMIC EXCELLENCE. FROM CONCEPT TO EXECUTION, EVERY ARCHITECTURAL MARVEL PRESENTED HERE IS CRAFTED SOLELY BY ME, ILLUSTRATING MY DEDICATION TO THE FIELD AND THE EVOLUTION OF MY SKILLS OVER THE YEARS. WELCOME TO A VISUAL NARRATIVE OF MY UNIQUE DESIGN PERSPECTIVE AND ACADEMIC ACHIEVEMENTS.

AN ASPIRING ARCHITECTURAL STUDENT, I AM PASSIONATELY IMMERSED IN . AS THE DYNAMIC INTERSECTION OF DESIGN AND INNOVATION. EAGER TO EXPLORE THE LIMITLESS POSSIBILITIES WITHIN THE REALM OF ARCHITECTURE, I BRING A KEEN EYE FOR DETAIL, A FERVENT CREATIVE SPIRIT, AND A DEDICATION TO MASTERING BOTH THE AESTHETIC AND TECHNICAL ASPECTS OF THE FIELD. DRIVEN BY A DESIRE TO CONTRIBUTE FRESH PERSPECTIVES TO THE BUILT ENVIRONMENT, MY ACADEMIC JOURNEY HAS EQUIPPED ME WITH A SOLID FOUNDATION IN ARCHITECTURAL PRINCIPLES, COUPLED WITH A COMMITMENT TO CONTINUOUS LEARNING. I AM POISED TO EMBARK ON A CAREER THAT MERGES MY ACADEMIC PROWESS WITH A GENUINE PASSION FOR SHAPING SPACES THAT INSPIRE AND ENDURE.

RAHUL RATHOD ARCHITECTURAL

DESIGNER

EDUCATION HISTORY

10 SSC 2016 th

SACRED HEART CONVENT HIGH SCHOOL UDYAMNAGAR, RATNAGIRI - 415612

12 HSC 2018 SCIENCE th

R P. GOGATE COLLEGE OF ARTS & SCIENCE AND R. V. JOGALEKAR COLLEGE OF COMMERCE, RATNAGIRI

04 YEAR B.ARCH th

RACHANA SANSAD,ACADEMY OF ARCHITECTURE, UNAIDED, PRABHADEVI, MUMBAI-400025

SKILLS

LANGUAGE's KNOWN

AUTO CAD MODEL MAKING

ENGLISH HINDI

SKETCHUP

MARATHI

SKETCHING

KANNADA can only speak

" Affirmation " I, RAHUL SHAN AR RATHOD, SOLEMNLY DECLARE THAT THE ARCHITECTURAL PROJECTS FEATURED IN THIS PORTFOLIO, SPANNING THE YEARS 2019 TO 2023, ARE THE RESULT OF MY INDIVIDUAL EFFORT AND DESIGN ACUMEN. I AFFIRM THAT EACH PROJECT SHOWCASED HEREIN IS ENTIRELY CONCEIVED, EXECUTED, AND PRESENTED BY ME. THIS PORTFOLIO SERVES AS A COMPREHENSIVE REPRESENTATION OF MY ACADEMIC JOURNEY AND PROFICIENCY IN THE FIELD OF ARCHITECTURE.

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THE ALTITUDE

THE URBAN WAVE

THE COSMIC COMPASS

Residential Project

Public Space Design

002

012

Institution Design

028

04

05

06

07

THE CASCADE

TECHNICAL DRAWINGS

MODEL MAKING

URU DOCUMENT

Freelance Work

Working Drawing Detail MunicipaL Drawing

Matreial Exploration in Concrete & Other Materials

Tradiotional Ship Making Documentation

044

056

084

092

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0

01 02

03

The " Altitude " THIS HOUSE IS PERCHED BESIDE POWAI LAKE, OFFERING A STUNNING VIEW. IT'S DESIGNED LIKE A SERIES OF STEPS, WITH SHARED SPACES AND PRIVATE ROOMS CLEVERLY INTERTWINED. CONNECTING EVERYTHING IS AN UNDERGROUND TUNNEL AND BRIDGES. THE LIVING AREAS ARE ARRANGED LIKE STEPS, PROVIDING A BEAUTIFUL OUTLOOK ON THE LAKE AND CAPTURING THE CITYSCAPE. THE SITE ITSELF IS ON A HILL, ADDING TO THE NATURAL CHARM OF THE PLACE.

C BLOCK F BLOCK

A BLOCK

B BLOCK

E BLOCK

D BLOCK

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

THE ALTITUDE

DESIGN BRIEF FAMILY BRIEF WAS TO CREATE A LARGE FAMILY HOME THAT CAN ACCOMMODATE MANY GUESTS AND FAMILY MEMBERS AT ONE TIME. THE HOUSE HAS BEEN DESIGNED AS A SERIES OF ‘LAYERS’ WITH INTERSECTING ZONES AND PRIVATE ROOMS. NESTLED AMONG TREES, THERE ARE LONG SWEEPING PANORAMIC VIEWS FROM THE SITE. THE EACH STRUCTURE IS CONNECTED THROUGH UNDERGROUND TUNNELS AND BRIDGES. THE HOUSE IS DESIGNED FOR FOUR SEPERATE BEDROOMS AND ENTERTAINMENT SPACES FOR TWENTY PEOPLE'S AT A TIME.

CONCEPT |

PROCESS THE LIVING AREAS, STRATEGICALLY POSITIONED AS STEPS CASCADING DOWN THE HILLSIDE, AFFORD BREATHTAKING VIEWS OF POWAI LAKE. THESE CAREFULLY ORCHESTRATED SPACES SERVE AS OBSERVATION POINTS, CAPTURING THE EVER-CHANGING SCENES OF THE WATER BODY AND FRAMING THE DYNAMIC CITYSCAPE BEYOND. THE STEPPED ARRANGEMENT NOT ONLY MAXIMIZES EXPOSURE TO NATURAL LIGHT BUT ALSO FOSTERS A CONNECTION WITH THE OUTDOOR ENVIRONMENT, BLURRING THE BOUNDARIES BETWEEN THE INTERIOR AND THE EXTERIOR.

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05

12

04

00

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

THE ALTITUDE

F BLOCK

Within the architectural layout of the F block, an underground parking facility serves as the foundation, ensuring practical and discreet vehicle storage. Ascending from this base, the recreational expanse unfolds, showcasing a sophisticated blend of amenities. A lap pool takes center stage, complemented by an enclosed lounge area designed for intimate gatherings. Adjacent to this, a meticulously crafted bar counter offers panoramic views of the serene lake surroundings.

Further enhancing the recreational experience, an outdoor kitchen and dining area are seamlessly integrated, fostering a harmonious connection with the natural environment. This thoughtfully curated space is not merely utilitarian; rather, it is conceived as a dynamic venue capable of hosting diverse events, including parties and other communal activities. The architectural design prioritizes both functionality and aesthetic appeal, ensuring a versatile and engaging environment within the F block.

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A BLOCK

B BLOCK

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

THE ALTITUDE

C BLOCK

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09

THE ELEVATION THE SITE'S ELEVATION ON A HILL ADDS AN EXTRA LAYER OF NATURAL CHARM TO THE ARCHITECTURAL NARRATIVE. THE DECISION TO INTEGRATE THE HOUSE WITH THE EXISTING TOPOGRAPHY SHOWCASES A SENSITIVITY TO THE ENVIRONMENT, ALLOWING THE STRUCTURE TO HARMONIZE WITH THE CONTOURS OF THE LAND. THE ELEVATED POSITIONING NOT ONLY ENHANCES THE PANORAMIC VIEWS BUT ALSO CREATES A SENSE OF RETREAT, AS IF THE DWELLING IS PERCHED ATOP ITS OWN PRIVATE VANTAGE POINT, REMOVED FROM THE HUSTLE AND BUSTLE BELOW. IN CONCLUSION, THIS HOUSE BESIDE POWAI LAKE IS MORE THAN A MERE STRUCTURE; IT IS A SYMPHONY OF ARCHITECTURAL ELEMENTS ORCHESTRATED TO CREATE A LIVING EXPERIENCE THAT IS BOTH FUNCTIONAL AND POETIC. THE STEPPED DESIGN, UNDERGROUND PASSAGES, STRATEGIC POSITIONING, AND ENVIRONMENTAL MINDFULNESS CONVERGE TO FORM A RESIDENCE THAT NOT ONLY CAPTIVATES THE EYE BUT ALSO INVITES RESIDENTS TO ENGAGE WITH THEIR SURROUNDINGS IN A PROFOUND AND MEANINGFUL WAY. IT STANDS AS A BEACON OF ARCHITECTURAL EXCELLENCE, A TESTAMENT TO THE FUSION OF CREATIVITY AND PRACTICALITY IN THE PURSUIT OF AN ELEVATED LIVING EXPERIENCE.

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

THE ALTITUDE

THE STEPPED DESIGN OF THE HOUSE IS A STUDY IN ARCHITECTURAL FINESSE, WITH EACH TIER SERVING A DISTINCT PURPOSE WHILE MAINTAINING A SEAMLESS AESTHETIC FLOW. THE COMMUNAL AND PRIVATE REALMS COEXIST IN A DANCE OF FORM AND FUNCTION, OFFERING RESIDENTS AN EXPERIENTIAL JOURNEY THROUGH THE VARIOUS LEVELS OF THE DWELLING. THIS THOUGHTFUL ARRANGEMENT NOT ONLY MAXIMIZES SPATIAL EFFICIENCY BUT ALSO IMBUES THE LIVING SPACES WITH A SENSE OF INTERCONNECTEDNESS.

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THE URBAN WAVE

THE ARCHITECTURAL PROJECT SITUATED AT BANDRA BANDSTAND NEAR BANDRA FORT IN THE SUBURBS OF MUMBAI SEAMLESSLY BLENDS WITH ITS COASTAL SURROUNDINGS. DRAWING INSPIRATION FROM THE ORGANIC LINES OF THE SEA WAVES AND THE ICONIC WORLI SEA LINK CABLE BRIDGE, THE STRUCTURE IS A HARMONIOUS FUSION OF NATURE AND MODERN DESIGN. THE BUILDING BOASTS A DISTINCTIVE ARCHITECTURAL LINE THAT MIMICS THE FLUIDITY OF THE SEA, CREATING A DYNAMIC AND VISUALLY STRIKING PRESENCE. AS YOU APPROACH THE SITE, THE UNDULATING FACADE REFLECTS THE RHYTHMIC PATTERNS OF THE NEARBY WAVES, ESTABLISHING A STRONG CONNECTION WITH THE NATURAL ENVIRONMENT.

ARCHITECTURAL DESIGN | PERFORMING ART's CENTER

THE URBAN WAVE

DESIGN BRIEF THIS DESIGN BRIEF AIMS TO GUIDE THE ARCHITECTURAL PROJECT AT BANDRA BANDSTAND, CREATING A UNIQUE CULTURAL CENTER THAT NOT ONLY STANDS AS A TESTAMENT TO ARCHITECTURAL INNOVATION BUT ALSO INTEGRATES SEAMLESSLY WITH ITS COASTAL CONTEXT, FOSTERING COMMUNITY ENGAGEMENT AND CULTURAL ENRICHMENT.

CONCEPT | PROCESS

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15 1.00 -3.70

-2.20

0.00 0.00 -0.70

SCENE DOCK

OFFICE

0.60

0.30

3.30

2.40

STORAGE ROOM

BACKSTAGE 1.00

1.00

ELECTRIC ROOM

VIP ROOM

GREEN ROOM HIS

GREEN ROOM HER

LUGGAGE ROOM

1.00

-1.00

1.60

YSIZE

XSIZE

EXIT

0.75 0.00

0.75

1.00

DN DRINKING WATER

TOILET HER

0.32

DN

LUGGAGE ROOM

GREEN ROOM

LOUNGE AREA AREA

2.40

GREEN ROOM

0.00

TOILET HIS

YSIZE

XSIZE

1.60

SNACKS CORNER

1.60

3.00

1.60

EFFECTIVE STAGE AREA

0.00

QUICK CHANGING MODULES

0.75 DRINKING WATER

OFFICE

DN

COUNTER WEIGHT LINES DN

1.60

0.00 0.32

XSIZE

YSIZE

0.75

ARCHITECTURAL DESIGN | PERFORMING ATR's CENTER

1.00

THE URBAN WAVE

UP -0.50 1.00

-3.00

UP

1.00

GREEN ROOM 1.00 -2.40

1.00 GREEN ROOM

THE MULTIFUNCTIONAL COMPLEX ACCOMMODATES THREE STATE-OF-THE-ART PERFORMING THEATRES, EACH DESIGNED TO PROVIDE A UNIQUE AND IMMERSIVE EXPERIENCE FOR THE AUDIENCE. THE THEATERS ARE STRATEGICALLY POSITIONED TO MAXIMIZE VIEWS OF THE SEA AND OPTIMIZE NATURAL LIGHT, CREATING A VIBRANT AND ENGAGING ATMOSPHERE FOR PERFORMANCES.

1.45 OFFICE

VIP ROOM

-3.00 SCENE DOCK

0.00

EXIT 1.00

0.00

0.20

WAITING AREA -3.00

0.00

GROUND FLOOR PLAN 16

17 VIEWING GALLERY

4.00

-3.70

4.00

-2.20 CAT WALK

0.00 -0.70

CAFETERIA 0.30

0.60

3.30

4.00

4.00

2.40 TECHNICAL ROOM

KITCHEN

PREPERATION AREA

4.00

1.00

ELECTRIC ROOM COLD STORAGE

4.00

TOILET HIS

TOILET HER

DRY STORAGE

4.00

3.00

YSIZE

1.60

EXIT

0.75 XSIZE

0.00 0.32

DRINKING WATER

0.75

1.00

DN

DN

VIP ROOM

4.60

1.00

1.60

3.00

1.00

4.00

2.40

GREEN ROOM

YSIZE

XSIZE

LOUNGE AREA

DISCUSSION / MEATING ROOM

0.30

QUICK CHANGING MODULES

0.75 GREEN ROOM

DRINKING WATER

DN

COUNTER WEIGHT LINES DN

1.60

0.00 0.32

XSIZE

YSIZE

0.75

ARCHITECTURAL DESIGN | PERFORMING ATR's CENTER

1.00

THE URBAN WAVE

6.10

5.50

TOILET HIS

4.00

7.00

6.70

2.50

1.00 4.00

TOILET HER

A CENTRAL FOCAL POINT OF THE STRUCTURE IS A CONTEMPORARY CAFE, CHARACTERIZED BY ITS OPEN AND INVITING DESIGN. THE CAFE OFFERS PANORAMIC VIEWS OF THE COASTLINE, PROVIDING PATRONS WITH A SERENE BACKDROP TO ENJOY THEIR MEALS. ADJACENT TO THE CAFE IS A THOUGHTFULLY CURATED BOOK STORE, ENRICHING THE CULTURAL EXPERIENCE WITHIN THE ARCHITECTURAL SPACE.

1.45 4.00

S CO NAC RN KS ER

CONTROL / PROJECTION ROOM

LOUNGE AREA / WAITING AREA

LOUNGE AREA / WAITING AREA

4.00

0.00

FIRST FLOOR PLAN 18

19

0.30

3.30

7.00 6.00

ADMIN AREA 9.00

YSIZE

XSIZE

7.00 0.75 7.00

7.00

CAT WALK

XSIZE

YSIZE

2.40

0.00

QUICK CHANGING MODULES

CAT WALK

DRINKING WATER

0.75 DN 0.00 1.60

0.75

COUNTER WEIGHT LINES DN

0.32

YSIZE

1.00 XSIZE

ARCHITECTURAL DESIGN | PERFORMING ATR's CENTER

FOR CAT WALK

1.00

7.00

AUDITORIUM SERVICE AREA

1.60 REHERSAL SPACE

EFFECTIVE STAGE AREA

9.00

THE URBAN WAVE

TO FURTHER ENHANCE THE CULTURAL AND RECREATIONAL OFFERINGS, AN OPEN AMPHITHEATRE IS INTEGRATED INTO THE DESIGN, POSITIONED TO OVERLOOK THE SEA. THIS AMPHITHEATRE SERVES AS A VERSATILE SPACE FOR VARIOUS EVENTS, FROM LIVE PERFORMANCES TO COMMUNITY GATHERINGS, CREATING A DYNAMIC HUB FOR ARTISTIC EXPRESSION.

SECOND FLOOR PLAN 20

21 -3.70

SEWAGE TREATEMENT PLANT

NATURAL AIR VENTILATION SYSTEM ROOM

-2.20

PUMP ROOM

WAITING AREA / LOUNGE

-2.85

-3.00

-3.00

HVAC ROOM

-3.00

-3.00

-3.00

ELECTRIC ROOM

ARCHITECTURAL DESIGN | PERFORMING ATR's CENTER

THE URBAN WAVE

-3.70

SERVICES

PARKING

-2.00 -0.50

4.

10

M

-3.00

-2.40 PIC K

-2.50

UP

PO IN

T

THE OVERALL DESIGN PRIORITIZES SUSTAINABILITY, INCORPORATING ECO-FRIENDLY ELEMENTS AND MATERIALS TO MINIMIZE THE ENVIRONMENTAL IMPACT. THE BUILDING'S ORIENTATION AND USE OF NATURAL VENTILATION CONTRIBUTE TO ENERGY EFFICIENCY, WHILE GREEN SPACES AND LANDSCAPING PROMOTE BIODIVERSITY AND A SENSE OF TRANQUILITY.

-2.40

IN SUMMARY, THE ARCHITECTURAL PROJECT AT BANDRA BANDSTAND IS A CAPTIVATING BLEND OF CONTEMPORARY DESIGN, INSPIRED BY THE ORGANIC BEAUTY OF THE SEA. IT NO

BASEMENT FLOOR PLAN 22

23 16.65

13.0

10.0

7.00

4.00

0.30

ARCHITECTURAL DESIGN | PERFORMING ATR's CENTER

THE URBAN WAVE

9.00

6.00

3.00

0.00

FRONT ELEVATION 24

25

REAR ELEVATION 9.00

6.00

3.00

ARCHITECTURAL DESIGN | PERFORMING ATR's CENTER

THE URBAN WAVE

THE DESIGN BRIEF FOR THE COASTAL CULTURAL CENTER AT BANDRA BANDSTAND ENCOMPASSES THE CREATION OF A DYNAMIC ARCHITECTURAL MASTERPIECE INSPIRED BY THE ORGANIC LINES OF SEA WAVES AND THE WORLI SEA LINK CABLE BRIDGE. THE PROJECT SCOPE INCLUDES DESIGNING AND CONSTRUCTING THREE PERFORMING THEATERS, A CONTEMPORARY CAFE, A CURATED BOOK STORE, AND AN OPEN AMPHITHEATER OVERLOOKING THE SEA. EMPHASIZING SUSTAINABILITY, THE BRIEF CALLS FOR THE USE OF ECO-FRIENDLY MATERIALS, OPTIMAL NATURAL LIGHT AND VENTILATION, AND THE INTEGRATION OF GREEN SPACES. THE GOAL IS TO PROVIDE A TRANSFORMATIVE USER EXPERIENCE THAT ENGAGES THE COMMUNITY, FOSTERS CULTURAL ENRICHMENT, AND ESTABLISHES THE CENTER AS A NOTABLE CULTURAL LANDMARK IN MUMBAI. THE BRIEF ALSO OUTLINES A COMPREHENSIVE TIMELINE, BUDGET, AND THE APPOINTMENT OF A SKILLED PROJECT TEAM, HIGHLIGHTING THE IMPORTANCE OF REGULATORY APPROVALS AND COMMUNITY INVOLVEMENT.

16.65

13.0

10.0

7.00

4.00

0.30

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st

ARCHITECTURAL DESIGN | SEM 06

THE COSMIC COMPASS IN THE HEART OF AUROVILLE, A BEACON OF ARCHITECTURAL INGENUITY EMERGES—THE COSMIC COMPASS SCHOOL. INSPIRED BY THE SEMINAL WORK OF AR. ROGER ANGER, THE LUMINARY ARCHITECT OF AUROVILLE, THIS EDUCATIONAL INSTITUTION IS MORE THAN A PHYSICAL SPACE; IT IS A HARMONIOUS CONVERGENCE OF SUSTAINABLE DESIGN, ENLIGHTENED PEDAGOGY, AND ARCHITECTURAL BRILLIANCE. AT THE VERY CORE OF THE COSMIC COMPASS SCHOOL LIES A COMMITMENT TO SUSTAINABILITY THAT TRANSCENDS THE ORDINARY. THE DESIGN ETHOS, INTRICATELY WOVEN INTO EVERY FACET OF THE STRUCTURE, TAKES INSPIRATION FROM THE TIMELESS WISDOM OF AR. ROGER ANGER. IN HOMAGE TO HIS LEGACY, THE ARCHITECTURAL LANGUAGE OF THE SCHOOL IS A POETIC EXPRESSION, SEAMLESSLY BLENDING AUROVILLE'S NATURAL BEAUTY WITH CUTTING-EDGE SUSTAINABILITY PRACTICES.

ARCHITECTURAL DESIGN | INSTTITUTION DESIGN

THE COSMIC COMPASS

SITE

THE SITE FOR THE PROPOSED SCHOOL IS LOCATED ALONG THE AUROVILLE ROAD LEADING FROM THE NATIONAL HIGHWAY TOWARDS THE MATRI MANDIR. THE PROPOSED SITE HAS AN AREA OF 10,600 SQM. IT IS SURROUNDED BY VEGETATION ON TWO SIDES AND PROPOSED DEVELOPMENT ON ONE SIDE AS WELL AS THE AUROVILLE ROAD ON THE SOUTH END OF THE SITE.

DESIGN BRIEF INSTITUTIONS ARE THE KINDS OF STRUCTURES THAT MATTER MOST IN THE SOCIAL REALM. AT SOME STAGE WE NEED TO CONSIDER HOW INSTITUTIONS STRUCTURE SOCIAL INTERACTIONS AND IN WHAT SENSES THEY ARE ESTABLISHED AND EMBEDDED. IN PART, THE DURABILITY OF INSTITUTIONS STEMS FROM THE FACT THAT THEY CAN USEFULLY CREATE STABLE EXPECTATIONS OF THE BEHAVIOR OF OTHERS. GENERALLY, INSTITUTIONS ENABLE ORDERED THOUGHT, EXPECTATION, AND ACTION BY IMPOSING FORM AND CONSISTENCY ON HUMAN ACTIVITIES. INSTITUTIONS BOTH CONSTRAIN AND ENABLE BEHAVIOR. THE EXISTENCE OF RULES IMPLIES CONSTRAINTS,HOWEVER, SUCH A CONSTRAINT CAN OPEN UP POSSIBILITIES. IT MAY ENABLE CHOICES AND ACTIONS THAT OTHERWISE WOULD NOT EXIST. FOR EXAMPLE: THE RULES OF LANGUAGE ALLOW US TO COMMUNICATE, TRAFFIC RULES HELP TRAFFIC TO FLOW MORE EASILY AND SAFELY; THE RULE OF LAW OF THE LAND CAN INCREASE PERSONAL SAFETY. REGULATION IS NOT ALWAYS THE ANTITHESIS OF FREEDOM; IT CAN BE ITS ALLY.

CONCEPT | PROCESS "INSPIRED BY THE VISIONARY WORK OF ARCHITECT ROGER ANGER IN AUROVILLE, MY PROPOSED SCHOOL PROJECT EMBODIES A HARMONIOUS FUSION OF SUSTAINABLE DESIGN PRINCIPLES AND INNOVATIVE ARCHITECTURE. DRAWING INSPIRATION FROM ANGER'S ETHOS, THE STRUCTURES PRIORITIZE AMPLE NATURAL LIGHT AND THOUGHTFUL VENTILATION. THE ZONING STRATEGY, A NOD TO AUROVILLE'S ORGANIC PLANNING, ENSURES THAT EACH SPACE FUNCTIONS INDEPENDENTLY, CREATING A SELF-SUSTAINING ENVIRONMENT. THIS APPROACH NOT ONLY OPTIMIZES RESOURCE EFFICIENCY BUT ALSO ENHANCES THE ADAPTABILITY OF THE SCHOOL, ALLOWING SPACES TO OPERATE INDEPENDENTLY WHEN NOT IN USE, FOSTERING A DYNAMIC AND EFFICIENT LEARNING ENVIRONMENT."

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ARCHITECTURAL DESIGN | INSTTITUTION DESIGN

THE COSMIC COMPASS

THE CHOICE OF MATERIALS REFLECTS A CONSCIENTIOUS EFFORT TO TREAD LIGHTLY ON THE EARTH. RECYCLED AND LOCALLY SOURCED MATERIALS FIND PURPOSE WITHIN THE WALLS OF THE COSMIC COMPASS SCHOOL, CREATING AN ARCHITECTURAL NARRATIVE THAT CHAMPIONS ECOLOGICAL RESPONSIBILITY. WALLS ADORNED WITH RECLAIMED WOOD WHISPER TALES OF SUSTAINABILITY, WHILE ENERGY-EFFICIENT FIXTURES SILENTLY CONTRIBUTE TO A REDUCED CARBON FOOTPRINT.

SUSTAINABILITY, IN THIS CONTEXT, BECOMES A GUIDING PRINCIPLE RATHER THAN A MERE FEATURE. THE INTRICATE DANCE OF LIGHT AND VENTILATION WITHIN THE SCHOOL'S SPACES IS A TESTAMENT TO THIS ETHOS. LARGE, STRATEGICALLY PLACED WINDOWS WELCOME THE GENTLE CARESS OF SUNLIGHT, CREATING A PLAY OF SHADOWS THAT ADDS DEPTH AND DYNAMISM TO THE INTERIORS. VENTILATION BECOMES A CHOREOGRAPHY, ORCHESTRATED TO ENHANCE NATURAL AIRFLOW, REDUCING RELIANCE ON ARTIFICIAL CLIMATE CONTROL SYSTEMS.

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THE ZONING STRATEGY EMPLOYED IN THE SCHOOL'S DESIGN IS NOTHING SHORT OF ARCHITECTURAL GENIUS. THE STRUCTURES, CAREFULLY ARRANGED AND COMPARTMENTALIZED, CREATE MICRO-ENVIRONMENTS TAILORED TO SPECIFIC FUNCTIONS. THIS DELIBERATE ORGANIZATION ENSURES THAT EACH SPACE CAN OPERATE INDEPENDENTLY WHEN NOT IN USE, CONTRIBUTING TO AN OVERALL REDUCTION IN ENERGY CONSUMPTION. THE SCHOOL THUS BECOMES A LIVING ENTITY, ADAPTING AND EVOLVING IN RESPONSE TO THE EBB AND FLOW OF EDUCATIONAL ACTIVITIES.

STORE ROOM M

STAGE

.

UP

UP

P

HER

'S G

REE

A

N RO

OM

S

.

AHU ROOM

STAGE

S

GREEN ROOM

A

HIS

GRE

G

EN

RO

E

OM

UP

UP

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- .

- .

M

M

WOMEN' TOILET

- .

M

MEN'S TOILET

ARCHITECTURAL DESIGN | INSTTITUTION DESIGN

- .

M

M

SITE PLAN BY RAHUL RATHOD

THE COSMIC COMPASS

A

+0.15 M

R

A TG

L ER

±0.00 M

CLOSED SITTING SPACE +0.15 M

Y

MUSIC STUDIO

ASSEMBLY AREA +0.15 M

+0.10 M

+0.15 M

LIBRARY

N

±0.00 M

±0.00 M

SITE

GROUND FLOOR PLAN

PLAN

BY RAHUL

RATHOD

ACCESS ROAD 6 M WIDE

±0.00 M

±0.00 M

KITCHEN +0.15 M

34

35

A

+0.15 M

R

A TG

L ER

±0.00 M

CLOSED SITTING SPACE +0.15 M

Y

+1.00

PRI CAB

MUSIC STUDIO

ADMIN OFFICE

ASSEMBLY AREA +0.15 M

+0.10 M

+0.15 M

LIBRARY

±0.00 M

±0.00 M

SITE

PLAN

BY RAHUL

RATHOD

GROUND PLAN ARCHITECTURAL DESIGN | INSTTITUTION DESIGN

ACCESS ROAD 6 M WIDE

±0.00 M

±0.00 M

KITCHEN +0.15 M

TOILET BLOCK

THE COSMIC COMPASS

ENTRANCE +0.00 M

LAB 03

MEETING ROOM

+0.3 M

STAFFROOM

TOILET BLOCK

INCIPALS BIN

LAB 01 +0.3 M

PARKING

+0.15 M

LAB 02 +0.3 M

PARKING

ENTRANCE LOBBY

+0.00 M

+0.30 M

LAB 03 +0.3 M

LAB 04 +0.3 M

ENTRANCE +0.00 M

36

37 +3.20

+2.00

±0.00 M

+1.00 +1.00

±0.00 M

±0.00 M

SITE

ROOF PLAN ARCHITECTURAL DESIGN | INSTTITUTION DESIGN

PLAN

BY RAHUL

RATHOD

ACCESS ROAD 6 M WIDE

+0.10 M

THE COSMIC COMPASS

ENTRANCE +0.00 M

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39 "SUSTAINABILITY" SUSTAINABILITY, IN THIS CONTEXT, BECOMES A GUIDING PRINCIPLE RATHER THAN A MERE FEATURE. THE INTRICATE DANCE OF LIGHT AND VENTILATION WITHIN THE SCHOOL'S SPACES IS A TESTAMENT TO THIS ETHOS. LARGE, STRATEGICALLY PLACED WINDOWS WELCOME THE GENTLE CARESS OF SUNLIGHT, CREATING A PLAY OF SHADOWS THAT ADDS DEPTH AND DYNAMISM TO THE INTERIORS. VENTILATION BECOMES A CHOREOGRAPHY, ORCHESTRATED TO ENHANCE NATURAL AIRFLOW, REDUCING RELIANCE ON ARTIFICIAL CLIMATE CONTROL SYSTEMS.

ARCHITECTURAL DESIGN | INSTTITUTION DESIGN

THE COSMIC COMPASS

AS ONE NAVIGATES THE HALLS OF THE COSMIC COMPASS SCHOOL, IT BECOMES EVIDENT THAT THIS ARCHITECTURAL MASTERPIECE IS MORE THAN A PHYSICAL STRUCTURE; IT IS A COMPASS POINTING TOWARDS A SUSTAINABLE FUTURE—A FUTURE WHERE EDUCATION AND ARCHITECTURE CONVERGE TO CREATE A BLUEPRINT FOR ENLIGHTENED LIVING."

40

41

THE COSMIC COMPASS, AS THE NAME SUGGESTS, IS NOT JUST A SCHOOL—IT IS A NAVIGATIONAL TOOL FOR SUSTAINABLE LIVING AND LEARNING. THE TERM "COSMIC" CONVEYS A CONNECTION TO THE UNIVERSE, EMPHASIZING THE VASTNESS OF POSSIBILITIES INHERENT IN SUSTAINABLE PRACTICES. "COMPASS" DENOTES GUIDANCE, SUGGESTING A DIRECTION ROOTED IN ECOLOGICAL CONSCIOUSNESS AND ARCHITECTURAL FINESSE. THE ARCHITECTURAL PERFECTION OF THE COSMIC COMPASS SCHOOL LIES NOT ONLY IN ITS AESTHETIC ALLURE BUT IN THE THOUGHTFUL CONSIDERATION OF EVERY ELEMENT. IT IS AN EMBODIMENT OF SUSTAINABILITY, A CONVERGENCE OF FORM AND FUNCTION THAT TRANSCENDS THE ORDINARY. THIS SCHOOL STANDS AS A TESTAMENT TO THE BELIEF THAT EDUCATION AND ARCHITECTURE CAN BE TRANSFORMATIVE FORCES, GUIDING INDIVIDUALS ON A JOURNEY TOWARDS A MORE HARMONIOUS COEXISTENCE WITH THE ENVIRONMENT.

ARCHITECTURAL DESIGN | INSTTITUTION DESIGN

THE COSMIC COMPASS

42

43

0

04 FREELANCING WORK 44

45

THE CASCADE HOMES ARE OFTEN DESCRIBED AS BEAUTIFUL, COMFORTABLE, OR EVEN LUXURIOUS, BUT WHEN THE AIM IS TO ACHIEVE COMFORT IN COMPACT SPACES THAT IS WHEN IT CAN BE DESCRIBED AS CLEVER. PASSING THROUGH THE NARROW GALIS (NARROW STREETS), WITH RATHER TRADITIONAL-LOOKING HOMES, ONE OBSERVES THE PEOPLE WHO LIVE HERE, ONE CAN SEE THE HUSTLE OF EVERYDAY LIFE IN THESE HOMES FROM THE STREET. WHILE BEING ROOTED IN IDEAS OF COMMUNITY LIVING AND THE INTERACTION OF HOMES WITH THE STREET. THESE CONTINUE TO BE THE BINDING THREAD IN ITS URBAN FABRIC.

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

THE CASCADE

.

DESIGN BRIEF

SITE JALGOAN, MAHARASHTRA THE CHALLENGE AT HAND IS TO DESIGN A SUMPTUOUS 5 BHK RESIDENTIAL HAVEN WITHIN THE CONSTRAINTS OF AN 11' X 85' PLOT. THIS BESPOKE PROJECT CATERS TO A FAMILY THAT INCLUDES GRANDPARENTS, NECESSITATING THE INTEGRATION OF A VERTICAL LIFT FOR CONVENIENT CIRCULATION. NOTABLY, THE SITE LACKS EXTERNAL VIEWS, PROMPTING A FOCUS ON INTERNAL SPATIAL DYNAMICS. THE CLIENT'S VISION IS CLEAR – TO CRAFT A PEACEFUL ABODE THAT PROFOUNDLY RESONATES AS THEIR OWN. THE DESIGN PARAMETERS, THEREFORE, REVOLVE AROUND OPTIMIZING SPATIAL LAYOUT, SEAMLESSLY INCORPORATING A VERTICAL LIFT, STRATEGICALLY COMPENSATING FOR THE ABSENCE OF EXTERNAL VISTAS, AND, ABOVE ALL, CREATING AN ATMOSPHERE THAT EXUDES TRANQUILITY AND A PROFOUND SENSE OF HOME WITHIN THE CONFINES OF THIS MODEST PLOT.

46

47

GYM / SERVICES CAR PARKING ENTERANCE

UP

CONCEPT PLAN

25.91 5.76

0.6

3.85

REVISED PLAN

GROUND FLOOR ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

1.3

UP

LIFT SHAFT

BEDROOM 2.7 x 3.00

KITCHEN/ PANTRY 1.2 x 1.9

1.92

SERVICES / PUMP ROOM

1.34

2.98

ENTERANCE

1.45 0.9

3.28

2.82

LIVING / OFFICE 3.85 x 3.00

CAR PARKING

TOILET

1.2

2.1

HUME PIPE HOLDS THE SOIL WHICH CARRIES ROOTS OF THE TREE ABOVE

THE LIVING, WASHROOM, AND COOKING SPACES ON THE GROUND FLOOR ARE ARRANGED IN A LINEAR SPREAD, ONE AFTER THE OTHER. THESE SPACES MERGE INTO ONE ANOTHER IN THE ABSENCE OF A DEFINING PHYSICAL BARRIER OR A THRESHOLD, ENHANCING THE CHARACTER OF VERSATILITY TO A SINGLE SPACE THAT CAN ACCOMMODATE MULTIPLE FUNCTIONS.

1.82

0.9

STORAGE 0.9

STORAGE

UP

THE CASCADE

FIRST FLOOR

POWDER ROOM

PLANNING OF THE HOUSE WAS DONE ON THREE DIFFERENT LEVEL.WITH DOUBLE-HEIGHT SPACES AND A LARGE COURTYARD, PASSIVE COOLING BECAME POSSIBLE. THE COURTYARD ALSO DIVIDES THE LIVING SPACE INTO PRIVATE AND PUBLIC SPACES, LIVING ON ONE SIDE AND DINING AND KITCHEN ON THE OTHER. WITH FLOATING STAIRS BETWEEN IT AND GREEN PLANTS AT THE END , THE DOUBLE-HIGHT SPACE BECAME A FOCAL POINT. SEATING ARRANGEMENTS WERE IT MAKES IT A SWEET GATHERING SPACE.

LIVING AREA

KITCHEN AREA

LOUNGE AREA

DINING AREA

CONCEPT PLAN

5.6

KITCHEN AREA

2.98

LIVING AREA

2.98

1.85

4.66

TOILET

4.24

1.06

4.45

1.11

1.56

4.41

3.51

1.3

1.7

0.9

1.2

DINING AREA

1.58

LOUNGE AREA

1.45

LIFT SHAFT

2.7

2.9

REVISED PLAN In the absence of opaque boundaries, only the furniture conveys the extent of the transition space, leading to a small bridge serving as a reading nook, with a bookcase and a reading ledge, showered on with light by the open skylight. The bridge leads to a small terrace

48

49

SECOND FLOOR

BEDROOM 1

BEDROOM 02

LOUNGE AREA

CONCEPT PLAN on reaching the upper floor, a single bedroom space overlooking the expansive and lively living space below.

4.8

2.7

1.56

1.2

TOILET

2.98

2.98

4.66

2.85

BEDROOM 4 (M)

1.06

1.35

BEDROOM 02

2.9

2.82

1.8

0.9

1.63

0.96

2.1

4.63

REVISED PLAN

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

4.46

1.3

1.45

TOILET LIFT SHAFT

2.55

2.9

3.6

THE CASCADE

BEDROOM 4 (M)

BEDROOM 03

WALK IN WARDROBE / OFFICE

CONCEPT PLAN

1.8

4.8

4.96

4.25

1.2

3.4

0.77

1.5

0.6

TOILET

BEDROOM 4 (M)

1.06

1.35

BEDROOM 02

2.98

2.98

4.66

0.9

1.63

0.96

2.1

4.63

4.46

1.3

1.45

TOILET LIFT SHAFT

2.45

3.38

2.29

REVISED PLAN

THIRD FLOOR 50

51 TERRACE FLOOR

BEDROOM 05 KID'S STUDY AREA DINING AREA

CONCEPT PLAN

the sitting units, frame the living space against the backdrop of an artistic staircase - each step an independent piece of metal finished in wood, with parts of the space, covered in bright yellow below, used for sitting, storage, or even display. A peek into what lies upstairs brings the feel of a courtyard. But no, this isn’t a courtyard, yet it is one.

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

THE CASCADE

GYM / SERVICES

ARCHITECTURAL SECTION

52

53

4

3 2.23

5 4.26

2.06

0.3

7

6 0.84

8 0.84

2.51

CAR PARKING

0.8

0.95

C1 .750 x .230

D1

1.22

0.86

9

0.85

UP

3

4

5

6

7

8

R0.

LIVING / OFFICE

RISER : 0.150M TREAD : 0.300M

EQ EQ EQ EQ EQ EQ

1.76

SERVICES SW 2 0.230 x 1.575

LIFT SHAFT

C1 .750 x .230

SW 3 1.45 x 0.150

3.85

3

4

5

WORKING DRAWING ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

D1

0.75

1.45

0.9

2

1

9

1.72

EQ EQ EQ EQ EQ EQ

SW 1 1.68 x 0.125

1.3

11 10

2.98

12

0.9

14 13

1.92

15

0.85

16

0.9

0.83

2.1

6

7

8

THE CASCADE

10

2.7

C1 230 x 600

0.75 0.6

C1 230 x 300

0.6

D1 0.65

3

+0.45

RISER : 0.150M TREAD : 0.300M

0.52

0.26

3.15

2.3

EQ EQ

9

C1 230 x 300

2.3

2.7

0.6

2.9

3.15

0.75

10

1.82

0.51

C1 230 x 300

W1

0.16

0.5

0.75

1.2

0.12

1.95

0.5

0.73

0.6

1.35

1.42

1.32

5 .4 TOILET

KITCHEN/ PANTRY

0.6

UP

± 0.00

D2

R0

BEDROOM

B

1

0.41

1.93

2

A

1.39

2.9

0.73

C1 230 x 300

11

0.9

9

C D E F

11

54

55

0

05 TECNICAL DRAWING 56

26

2.4

3.1 3.000

R : 0.150 M T : 0.300 M

EQ

EQ

EQ

1.4 1.3 99 1.1 16 0.9 33 0.7 50 67

+0.00 M

2

3

4

EQ

5

+0.60 M

1

SUBSTATION 3.000

1.500 R : 0.150 M T : 0.300 M

FEEDER PILLAR

EQ EQ EQ

1

2

3

4

1.000

WORKING DRAWING | SEM 06

SLOPE

T1

3.000

1

st

18

57

+0.60 M

T2

PARAPET WALL 1 M TALL

3.900

DESIEL GENRA

3.1

3.000

33

1.412

SLOPE

3.000

FLOWER BED

+0.60 M

3.000 SLOPE

Basement Line +0.00 M

R : 0.150 M T : 0.300 M

EQ EQ EQ EQ

4

3

2

5

1

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

CAR PARKING TOWER

1.037 1.024 1.011 0.997 0.984

SITE DEVELOPMENT PLAN

RAMP 1:10 RAMP LENGTH 58 M

A SITE DEVELOPMENT PLAN (SDP) IN ARCHITECTURE REFERS TO A COMPREHENSIVE DOCUMENT THAT OUTLINES THE DEVELOPMENT AND USE OF A SPECIFIC PIECE OF LAND. THIS PLAN IS CRUCIAL FOR ARCHITECTS, URBAN PLANNERS, AND DEVELOPERS AS IT PROVIDES A DETAILED OVERVIEW OF HOW THE SITE WILL BE UTILIZED, TAKING INTO ACCOUNT VARIOUS FACTORS SUCH AS ZONING REGULATIONS, ENVIRONMENTAL CONSIDERATIONS, INFRASTRUCTURE REQUIREMENTS, AND AESTHETIC CONCERNS.

RAMP TO BASEMENT

7.500

15.000

30.000

9

31

4.

3.6

40

2.3

2.313

2.687

0

0 3.0

72

00 3.0

T1

T3

3.228

4.148

T3

2.41

4

2.216

00 3.0

0.15x 0.2 M BUND WALL

3.228

T4 3.338

T5

0.15x 0.2 M BUND WALL

WATCHMANS CABIN

Basement Line

INSPECTION CHAMBER

0.500

Fire Hydrant SUMP

SUMP

IC 1

SUMP

IC 2

4

3

2

1

EQ EQ EQ

IC 3

0.00 M RISER : 0.150 M TREAD : 0.900 M

+0.00 M

+0.60 M

7.613

SLOPE

SLOPE

SLOPE

SLOPE 1.700

4.5 M WIDE DRIVEWAY

Plinth Line

6.000

G

BUILDING

4

0.60 M

3

2

1

EQ

EQ

EQ

RISER : 0.150 M TREAD : 0.900 M

0.00 M

Plinth Line

12.20 M WIDE CHANDIVALI VILLAGE ROAD

UGT MANHOLE

4.500

ATOR

WORKING DRAWING

FOB (0,0)

6.00

CANOPY @ GR.FLR LVL

EGRESS SLOPE

DRIVEWAY

SLOPE

WIDE

0.00 M

SLOPE

6M

SLOPE

SLOPE

Building Line 0.60 M

INGRESS

RAMP 1:10 RAMP LENGTH 6 M SUMP SUMP

SUMP

Fire Hydrant 15.000

Strom Water Drain 30.000

Fire Hydrant

58

- 37.777 M

C13

C10, C9, C7, C5 C1

- 39.930 M

59

2.469

5.3

48 4.9

4.345

+0.00 M

2.6

56

0.9 17

2.367

1.2

2.810

59

2.0

98 4.8

44

5.2 71

5.5

5.097

5.902

84

SUBSTATION

23 5.3

2.182

A B 5.558

C

7.964

D

E

ARC CENTER

SP12

7.964

2.024

F

7.812

G

RAMP TO BASEMENT

7.478

H J

14.324

K L M N

CAR PARKING TOWER

7.812

9.1 81

P

7.990

9.354

Building Refrence Line 1.489

03

ARC CENTER

SP5

08

9

T

9.5 6.000

S

7.936

99

8.

R

+0.00 M

Basement Line

U 4

1.914

9 .64

4.239

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

8.089

76

10.1

2.6

2.222

SETTING OUT PLAN

Q

80

.5

10 7.136

SETTING OUT A PLAN REFERS TO THE PROCESS OF TRANSLATING A DESIGN CONCEPT OR IDEA INTO PHYSICAL REALITY ON THE CONSTRUCTION SITE. IT INVOLVES TRANSFERRING THE DIMENSIONS, LOCATIONS, AND DETAILS FROM THE ARCHITECTURAL DRAWINGS AND DESIGN DOCUMENTS TO THE ACTUAL SITE WHERE THE BUILDING OR STRUCTURE WILL BE CONSTRUCTED. SETTING OUT IS A CRUCIAL STEP IN THE CONSTRUCTION PROCESS, ENSURING THAT THE PROJECT IS EXECUTED ACCURATELY AND ACCORDING TO THE INTENDED DESIGN.

71

.1

9

39

3.000

3.

10

5.363

5.399

1

2

CENTER LINE DIMENSIONS

FOB X AXIS (0,0)

CENTER LINE DIMENSIONS

- 0.3160 M

+ 0.00 M

C12, C8, C6

- 3.3160 M

- 3.8160 M

SW21, SW11, SW8

CENTERLINE OF SW21,SW11,SW8

CENTERLINE AT BASEMENT LEVEL, VARIES FROM GROUND FLOOR

- 5.1740 M

- 11.457 M

C18, C4

- 12.317 M

SW20, SW10, SW7

C17, C3

- 18.816 M

- 22.716 M

C16, SW17, C2

- 23.566 M

SW6, SW2

- 28.044 M

SW14

C15, SW16

- 30.244 M

SW19, SW18, SW15 - 23.834 M

- 31.345 M

SW13, SW9, SW4

- 31.596 M

SW1

SW5

C14, C11, SW12, C8, SW3

- 32.446 M

WORKING DRAWING

OVERALL DIMENSIONS

39.930 0.251

331

0.268

0.850

1.101

2.200

4.210

3.900

0.850

6.499

0.860

6.283

1.358

.500

CENTER LINE DIMENSIONS

3.000

SITE LINE

4.440

3.000

77 1.6

WATCHMANS CABIN

Basement Line 14 49

2.9

5.956

4.689

3.0 00

7.1

26 5.3

4.609

0.150

12.2

2.863

+ 24.705 M

C2, C3, C4

+ 24.555 M

SW1, SW2

+ 21.692 M

SW3, SW4

+ 20.723 M

00 3.631

4.600

35

6.505

11.0

7.617

+0.60 M

0.969

Building Line 10 .2 08

78 13 .7

11.1

11.024

SP13

9 .52

10.030

12

89

5.397

SP14

C1

11.300

11.253

SP10

6.547

SP9

0.150

2.023

SP11 SP8

SW5, SW6, SW7 + 17.092 M SW8, C6 + 16.942 M C5 C7, C8

+ 14.712 M

SW9, SW10, SW11, C8 SW12, SW13, SW14 C9 SW15

+ 10.099 M

SW16

+ 6.700 M

G

28.596

1.124

17 .8

72

13.886

03 17 .9

17

.14

1

13.886

7.136

4.613

PLINTH LINE

0.562

0.850

1.000

0.713

SP7

ARC CENTER

SP6

0.150

FOB (0,0) 4.054

7.990

+ 7.700 M

C10, C11

+ 5.086 M

SW18

+ 2.350 M

SW19, SW20, SW21, C12

+ 0.150 M

FOB Y AXIS (0,0)

+ 0.00 M

C13

- 4.042 M

C14

- 6.138 M

C15

- 6.288 M

C16, C17, C18,

- 7.231 M

64

.75

10

EGRESS

9

INGRESS

0.150 0.943

Building Refrence Line

48 7

9.047

9.047

14 .

2.057 2.416

DATUM POINT (0,0)

11.300

3

+ 8.413 M

.4

14

9.047

7

SP1

11.255

0.00 M

44 9.7

85

START COLUMN SP2

11.300

1.985

2.

SP3

10.048

9.968

8.577

10.256

SP4

2.200

BUILDING

4

5

6

7

8

9

10

11

11.251

12

13

14

5.802

15

15

16

2.096

4.845

0.350

+ 8.975 M

60

- 37.777 M

C13

C10, C9, C7, C5 C1

- 39.930 M

61

2.469

5.3

EXCAVATION LINE @ -6.70 M

2.046

3.700

A

3.400

0.500

C1 0.300 x 0.600

B

0.500

4.050

3.700

1.448

C D

E

C7 0.300 x 0.800

F

1.823

C5 0.300 x 0.600

3.400

0.600

1.500

3.600

H

C9 0.300 x 0.800

3.600

J

4.100

K L

C10 0.300 x 0.600

AN EXCAVATION PLAN REFERS TO A DETAILED DOCUMENT OR DRAWING THAT OUTLINES THE PROCESS AND STRATEGY FOR EXCAVATING A SITE BEFORE CONSTRUCTION BEGINS. EXCAVATION IS A CRUCIAL PHASE IN THE CONSTRUCTION PROCESS, PARTICULARLY FOR BUILDINGS THAT REQUIRE FOUNDATIONS OR BASEMENT LEVELS. THE EXCAVATION PLAN PROVIDES ESSENTIAL INFORMATION AND GUIDANCE FOR THE EXCAVATION CREW AND ENSURES THAT THE PROCESS IS CONDUCTED SAFELY AND ACCORDING TO THE DESIGN SPECIFICATIONS

4.100

G

M N P

EXCAVATION PLAN ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

Q

R

00

C13 0.300 x 0.600

1.5

S T U

1

2

CENTER LINE DIMENSIONS

FOB X AXIS (0,0)

CENTER LINE DIMENSIONS

- 0.3160 M

+ 0.00 M

C12, C8, C6

- 3.3160 M

- 3.8160 M

SW21, SW11, SW8

CENTERLINE OF SW21,SW11,SW8

CENTERLINE AT BASEMENT LEVEL, VARIES FROM GROUND FLOOR

- 5.1740 M

- 11.457 M

C18, C4

- 12.317 M

SW20, SW10, SW7

C17, C3

- 18.816 M

- 22.716 M

C16, SW17, C2

- 23.566 M

SW6, SW2

- 28.044 M

SW14

C15, SW16

- 30.244 M

SW19, SW18, SW15 - 23.834 M

- 31.345 M

SW13, SW9, SW4

- 31.596 M

SW1

SW5

C14, C11, SW12, C8, SW3

- 32.446 M

WORKING DRAWING

OVERALL DIMENSIONS

39.930 0.251

331

0.268

0.850

1.101

2.200

4.210

3.900

0.850

6.499

0.860

6.283

1.358

.500

CENTER LINE DIMENSIONS

3.000

SITE LINE

EXCAVATION LINE @ -6.70 M

SHORE PILEING

-6.700 M

3.400

3.400 0.5002.883 0.500 -7.450 M

C2 0.300 x 0.600

C3 0.300 x 0.600

0.150

-6.700 M

3.467

0.969

4.513

3.713

5.700

0.650

-7.450 M C6 0.300 x 0.600

3.800

1.500

SW 8 0.300 x 3.000

0.150

2.023 2.500

0.600

9.900

-6.700 M

-8.200 M

7.700

2.500

5.700

0.650

28.596

3.800

SW 11 0.300 x 3.000

0.850

3.000

2.987

0.650

0.350 1.500

3.800

2.200

C12 0.300 x 0.600

3.800

SW 19 0.300 x 2.030

SW 20 0.300 x 2.000

5.700

3.800

2.500

1.000

0.650

5.700

12.812

SW 17 0.300 x 7.100

10.600

2.500 SW 16 0.300 x 7.100

0.713

0.562

5.500

1.212

1.500

1.124

SW 15 0.300 x 2.030 SW 18 0.300 x 2.030

8.200

-6.700 M

-8.800 M

3.800

3.800

2.400

SW 11 0.300 x 3.000

SW 14 300 x 2.030

SW 13 300 x 2.030

C11 0.300 x 1.00

-8.200 M

-7.450 M

+ 20.723 M

SW5, SW6, SW7 + 17.092 M SW8, C6 + 16.942 M C5 C7, C8

+ 14.712 M

SW9, SW10, SW11, C8 SW12, SW13, SW14 C9 SW15

+ 10.099 M

SW16

+ 6.700 M

-7.450 M

1.937 SW 12 300 x 2.030

PILE CLUSTER TO SUITABLE LOAD BEARING STRATUM

5.500

-8.800 M

0.650

5.700

C8 0.300 x 0.600

-8.200 M

-7.450 M

SW 9 0.300 x 5.069

+ 21.692 M

SW3, SW4

4.613

EXCAVATION LINE @ -8.800 M

-6.700 M

SW1, SW2

3.187

5.752

EXCAVATION LINE @ -8.200 M

1.112

19.700

2.323

1.800

2.987

C8 0.300 x 0.800

2.300

SW 7 0.300 x 3.000

3.800

2.300

2.300

SW 6 0.300 x 2.000

3.800

4.000

SW 5 0.300 x 2.000

0.000 0.663

+ 24.555 M

3.631

2.500

5.500 -7.450 M

4.000

0.600

+ 24.705 M

C2, C3, C4

-6.700 M

3.400

5.500

-7.450 M

0.500

C1

5.500

-6.700 M

-6.700 M

3.000

-7.450 M

0.700

EXCAVATION LINE @ -7.45 M -6.700 M

-7.450 M

2.863

0.800

0.800

-6.700 M

3.400

2.109

7.113

SW 2 0.300 x 2.000

2.030

4.509

-7.450 M

C4 0.300 x 0.600

0.800

-6.700 M

0.800

2.883

0.800

0.800

1.377

3.400

SW4 0.300 x 2.030

0.500

-7.450 M

-7.450 M

SW 1 0.300 x 1.900

SW 3 0.300 x 1.900

-6.700 M

3.400

0.5002.883 0.500 -7.450 M

-7.450 M

Basement Line 0.750

0.500

18.957

1.500

EXCAVATION LINE @ -7.45 M -6.700 M

SW 21 0.300 x 3.000

0.150

+ 8.975 M + 8.413 M + 7.700 M

C10, C11

+ 5.086 M

SW18

+ 2.350 M

SW19, SW20, SW21, C12

+ 0.150 M

FOB Y AXIS (0,0)

+ 0.00 M

C13

- 4.042 M

C14

- 6.138 M

C15

- 6.288 M

C16, C17, C18,

- 7.231 M

-7.450 M

2.731 2.500

5.700

0.650

Plinth Line 4.447

11.849

3.400 0.497

Building Line

0.800

C16 0.300 x 0.600

C17 0.300 x 0.600

7.057

0.800

2.883

2.109

EGRESS INGRESS

0.150 0.943

0.500

3.960

0.800

C15 0.300 x 0.600

3.400 0.800

3.400 0.800

C14 0.300 x 0.800

3.400 0.800

1.743

5.903

1.500

4.054

9.637

C18 0.300 x 0.600

DATUM POINT

SHORE PILEING

3

4

5

6

7

8

9

10

11

12

13

14

15

2.096

1.800

-6.700 M

15

16

62

- 37.777 M

C13

C10, C9, C7, C5 C1

- 39.930 M

63

2.469

5.3

C1 0.300 x 0.600

A B

C

C5 0.300 x 0.600

D

E

C7 0.300 x 0.800

F

J K L M N

C9 0.300 x 0.800

H

CAR PIT ABOVEL

C10 0.300 x 0.600

A BASEMENT PLAN WORKING DRAWING IN ARCHITECTURE IS A DETAILED REPRESENTATION OF THE DESIGN AND LAYOUT OF THE BASEMENT LEVEL OF A BUILDING. THIS DRAWING IS A PART OF THE OVERALL ARCHITECTURAL DOCUMENTATION AND IS ESSENTIAL FOR THE CONSTRUCTION AND REALIZATION OF THE ARCHITECTURAL DESIGN. THE BASEMENT PLAN PROVIDES A COMPREHENSIVE VIEW OF THE SPATIAL ARRANGEMENT, DIMENSIONS, AND FEATURES WITHIN THE BASEMENT AREA.

RAMP TO BASEMENT

G

P

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

R C13 0.300 x 0.800

BASEMENT PLAN

Q

S T U

1

2

CENTER LINE DIMENSIONS

FOB X AXIS (0,0)

CENTER LINE DIMENSIONS

- 0.3160 M

+ 0.00 M

C12, C8, C6

SW21, SW11, SW8

- 3.8160 M

- 5.1740 M

- 11.457 M

C18, C4

- 12.317 M

SW20, SW10, SW7

C17, C3

- 18.816 M

- 22.716 M

C16, SW17, C2

- 23.566 M

SW6, SW2

- 28.044 M

SW14

C15, SW16

- 30.244 M

SW19, SW18, SW15 - 23.834 M

- 31.345 M

SW13, SW9, SW4

- 31.596 M

SW1

SW5

C14, C11, SW12, C8, SW3

- 32.446 M

WORKING DRAWING

OVERALL DIMENSIONS

39.930 0.251

331

0.268

0.850

1.101

2.200

4.210

3.900

0.850

6.499

0.860

6.283

1.358

CENTER LINE DIMENSIONS

3.499

SITE LINE

02

05

01

04

15 14 13

2.863

C4 0.300 x 0.600

6M WIDE

16 17 18

DRIVEWAY

SLOPE

SLOPE

Plinth Line

12 11 10

PUMP ROOM

19 20 21

D1

0.150

3.600

2.023

33 34

DRIVEWAY SL PE

O 5.983

EGRESS INGRESS

0.150 0.943

C16 0.300 x 0.600

C15 0.300 x 0.600

1.243

7.060

4.709

DATUM POINT

3

4

5

6

7

8

9

10

11

12

13

SW1, SW2

+ 21.692 M

SW3, SW4

+ 20.723 M

SW5, SW6, SW7 + 17.092 M SW8, C6 + 16.942 M C5 C7, C8

+ 14.712 M

SW9, SW10, SW11, C8 SW12, SW13, SW14 C9 SW15

+ 10.099 M

SW16

+ 6.700 M

+ 8.975 M + 8.413 M + 7.700 M

C10, C11

+ 5.086 M

SW18

+ 2.350 M

SW19, SW20, SW21, C12

+ 0.150 M

FOB Y AXIS (0,0)

+ 0.00 M

C13

- 4.042 M

C14

- 6.138 M

C15

- 6.288 M

C16, C17, C18,

- 7.231 M

SLOPE

35 36

3.600

+ 24.555 M

4.613

SW 21 0.300 x 3.000

SLOPE

WIDE

SW 20 0.300 x 2.000

SLOPE

6m

C14 0.300 x 0.800

0.713 0.150

5.351

4.054

1.800

14

2.096

1.900

1.000

EQ

LIFT SHAFT

30 31 32

2.200

03 02 01

C12 0.300 x 0.600

0.350

SW 19 0.300 x 2.030

RAMP 1:10 RAMP LENGTH 58 M

SLOPE

1.000

6.500

SLOPE

SW 18 0.300 x 2.030

D1

27 28 29

0.850

06 05 04 SW 17 0.300 x 7.100

EQ

1.800

SW 11 0.300 x 3.000

0.562

1.550

1.000

EQ

1.800

1.900

5.928

SW 15 0.300 x 2.030

28.596

D2

0.600

0.985

ELECTRICAL DUCT

C11 0.300 x 1.00

SW 10 0.300 x 2.000

2.700

1.812 HVAC DUCT

LIFT SHAFT

ELECTRIC ROOM

0.450

FIRE DUCT

SW 14 300 x 2.030

1.800

LIFT SHAFT

SW 13 300 x 2.030

1.900 1.800

LIFT SHAFT

1.900 SW 12 300 x 2.030

0.703 0.6630.572

-5.025M

C17 0.300 x 0.600

D1

1.205

-5.20M

F. R. D

UP

PLINTH LINE

24 25 26

PARKING AREA

-5.20M SW 9 0.300 x 5.069

SLOPE

1.124

SLOPE

C8 0.300 x 0.600

2 1

-5.025M

21 22 23

6.500

EQ EQ EQ EQ EQ EQ EQ

4 3

3.142

4.182

HVAC ROOM

09 08 07

CAR SHOWROOM PARKING AREA

+ 24.705 M

C2, C3, C4

6.487

R : 0.175 M T : 0.300 M

7 6 5

4.979

9 8

5.605

SW 16 0.300 x 7.100

C8 0.300 x 0.800

1.700

D1

5.605

SW 8 0.300 x 3.000

SW 7 0.300 x 2.000

7.247

2.179

SW 6 0.300 x 2.000

C18 0.300 x 0.600

2.000

SW 5 0.300 x 2.000

0.969

06

7.313

03

C1

3.631

4.469

CAR SHOWROOM STORE ROOM

1.900 -6.00 M

3.294

SW 2 0.300 x 2.000

C6 0.300 x 0.600

6.295

2.000

SW4 0.300 x 2.030

1.800

SW 3 0.300 x 1.900

3.405

0.150

4.709

BUILDING LINE

5.524

1.900

5.983

C2 0.300 x 0.600

1,00,000 LITER WATER TANK

SW 1 0.300 x 2.0303.976

2.270

2.713

45,000 LITER WATER TANK

STATIC TANK

2.713

2.713

7.400 x 4.300 M

LIFT SHAFT

5.983 C3 0.300 x 0.600

4.677

FIRE TANK

UGT

15

16

64

- 37.777 M

C13

C10, C9, C7, C5 C1

- 39.930 M

65

2.469

EQ

1

R : 0.150 M T : 0.300 M

EQ

EQ

1.4 1.3 99 1.1 16 0.9 33 0.7 50 67

+0.00 M

2

3

4

5.3

EQ

5

1.500

1.500

R : 0.150 M T : 0.300 M

1.500

+0.60 M

SLOPE

1.000

1

2

3

FLOWER BED

C1 0.300 x 0.600

B

FEEDER PILLAR

EQ EQ EQ

4

A

SLOPE

+0.60 M

1.800

SUBSTATION

+1.200 M

3.600

PARAPET WALL 1 M TALL

3.900

C

DESIEL GENRA

D

+0.60 M

EQ EQ EQ EQ EQ EQ EQ EQ E

C7 0.300 x 0.800

RAMP TO BASEMENT

20

16

C9 0.300 x 0.800

CAR PARKING TOWER

C10 0.300 x 0.600

RAMP 1:10 RAMP LENGTH 58 M

8

17

21

7

22

7.20 CLEAR PARKING TOWER WIDTH AS SPECIFIED BY R R PARKON

CHAJJA @ GR.FLR LVL

S

C13 0.300 x 0.800

SLOPE

R

T Basement Line +0.00 M

R : 0.150 M T : 0.300 M

EQ EQ EQ EQ

4

3

2

1.037 1.024 1.011 0.997 0.984

U

5

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

EQ EQ EQ EQ EQ EQ EQ EQ E

Q

1

GROUND FLOOR PLAN

18

P

6

N

23

M

19

J K L

4

H

5

A GROUND FLOOR PLAN IS A DETAILED DRAWING OR DIAGRAM THAT ILLUSTRATES THE LAYOUT AND SPATIAL ARRANGEMENT OF A BUILDING'S GROUND FLOOR. IT SERVES AS A VISUAL REPRESENTATION OF THE BUILDING'S DESIGN, SHOWING THE LOCATION AND DIMENSIONS OF ROOMS, WALLS, DOORS, WINDOWS, AND OTHER ARCHITECTURAL ELEMENTS. GROUND FLOOR PLANS ARE A CRUCIAL PART OF THE ARCHITECTURAL DESIGN PROCESS, PROVIDING A COMPREHENSIVE OVERVIEW OF THE BUILDING'S STRUCTURE.

24

G

3

F

2

E

1

C5 0.300 x 0.600

UP

1.500

+0.75 M

1

2

CENTER LINE DIMENSIONS

FOB X AXIS (0,0)

CENTER LINE DIMENSIONS

- 0.3160 M

+ 0.00 M

C12, C8, C6

- 3.3160 M

- 3.8160 M

SW21, SW11, SW8

CENTERLINE OF SW21,SW11,SW8

CENTERLINE AT BASEMENT LEVEL, VARIES FROM GROUND FLOOR

- 5.1740 M

- 11.457 M

C18, C4

- 12.317 M

SW20, SW10, SW7

C17, C3

- 22.716 M

- 18.816 M

- 23.566 M

SW6, SW2

- 28.044 M

SW14

C15, SW16

- 30.244 M

SW19, SW18, SW15 - 23.834 M

- 31.345 M

- 31.596 M

SW13, SW9, SW4

C16, SW17, C2

OVERALL DIMENSIONS

39.930 0.251

331

0.268

0.850

1.101

2.200

4.210

3.900

0.850

6.499

0.860

6.283

1.358

.500

CENTER LINE DIMENSIONS

3.000

SITE LINE

Breaching Point

0.15x 0.2 M BUND WALL

Fire Hydrant SUMP

SUMP

4

3

2

1

3

2

4

5

SLOPE

C4 0.300 x 0.600

C3 0.300 x 0.600

0.969

7.613

+0.00 M

D1

C6 0.300 x 0.600

2.343

2.023 4.973

+ 21.692 M

SW3, SW4

+ 20.723 M

ED

2.700

SW 10 0.300 x 2.000

1.812

EQ

LIFT SHAFT

1.800

0.713

4 5

0.850

6 7 8

0.350

9

10

24

23

21

22

20

19

18

17

16

11

12

3.600

1.000

3

14

EQ

SW 18 0.300 x 2.030

1.000

0.75 M

2

15

1.800

S1 C1

1

13

EQ

1.000

SW 15 0.300 x 2.030

EQ

W1

0.562

UP

1.330

LIFT SHAFT

SW 11 0.300 x 3.000

1.500

3.300

HVAC DUCT

0.75 M

RISER : 0.175M TREAD : 0.300M

2.700

SW 21 0.300 x 3.000

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

0.150

0.70 M

SW 19 0.300 x 2.030

SW 20 0.300 x 2.000

4

0.60 M

3

2

1

EQ

EQ

EQ

RISER : 0.150 M TREAD : 0.900 M

0.00 M

WATCHMAN'S CABIN

FOB (0,0)

0.60M 4.054

D5

SW5, SW6, SW7 + 17.092 M SW8, C6 + 16.942 M C5 C7, C8

+ 14.712 M

SW9, SW10, SW11, C8 SW12, SW13, SW14 C9 SW15

+ 10.099 M

SW16

+ 6.700 M

4.613

D3

.40

28.596

0.572

FIRE DUCT

1.124

C1

+0.75 M

0.703 0.663

0.42 M

S1

F1

2.200

35

C8 0.300 x 0.600

36

C11 0.300 x 1.00

.40

4.845

SW1, SW2

5.02Ø CLEAR PIT FOR CAR ROUNDER DIAMETER AS SPECIFIED BY R R PARKON

W1

C12 0.300 x 0.600

38 37

EQ

F1

+ 24.555 M

3.631

24

21

23

22

20

19

1.700

EQ EQ EQ EQ EQ EQ EQ

39

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

.40

40

33

6.500

.40

LIFT SHAFT

1.000

52

SW 17 0.300 x 7.100

EQ

42 41

SW 16 0.300 x 7.100

EQ

43

1.900

1.800

1.000

44

49

1.900

SW 13 300 x 2.030

SW 14 300 x 2.030

1.800

LIFT SHAFT

48

.40 0.810

1.900

EQ

.40

SW 9 0.300 x 5.069

1.700

47 46 45

51

0.600

2.056

0.150

50

34

6.000

SW 8 0.300 x 3.000

SW 7 0.300 x 2.000

SW 6 0.300 x 2.000 +0.75 M

1.550

S2

C2

D5

EQ

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

D2

+ 24.705 M

C2, C3, C4

1

7

6

9

10

8

16

18

14

17

15

W1 F2

D6

1.900

F. R. D

UP

2.000 11 12

13

2.000

D6

1.500

1.500

SW 12 300 x 2.030

+2.675M

0.837

3.700

2.504

W3

S1

F3

+0.75 M

1.700

D4

D4

1.500

R : 0.175 M T : 0.300 M

1.500

6.50 CLEAR PARKING TOWER LENGTH AS SPECIFIED BY R R PARKON

SW4 0.300 x 2.237

D6

0.70 W3

0.700

D6

1.500

0.944

0.850 0.850

1.500

0.43

W3

0.5810.581 3.080

1.987

W3

+0.60 M

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

5.529

D6

0.850

C8 0.300 x 0.800

W3

+0.75 M

FIRE STAIRCASE

1.500

0.850

D7

SERVICE SLAB

W3

C1

W1

F. R. D

RISER : 0.175M TREAD : 0.300M

EQ EQ EQ

0.150

RAMP 1:10 RAMP LENGTH 6 M

C1

D2

0.850

+ 8.975 M + 8.413 M + 7.700 M

C10, C11

+ 5.086 M

SW18

+ 2.350 M

SW19, SW20, SW21, C12

+ 0.150 M

FOB Y AXIS (0,0)

+ 0.00 M

C13

- 4.042 M

C14

- 6.138 M

C15

- 6.288 M

C16, C17, C18,

- 7.231 M

6.00

CANOPY @ GR.FLR LVL

SLOPE

SLOPE

INGRESS

0.150 0.943

RAMP 1:10 RAMP LENGTH 6 M

2.096

EGRESS

0.00 M C18 0.300 x 0.600

C17 0.300 x 0.600

DRIVEWAY

SLOPE

WIDE

SLOPE

6M

0.60 M C16 0.300 x 0.600

C14 0.300 x 0.800

SLOPE

Building Line C15 0.300 x 0.600

14

13

15

SW 5 0.300 x 2.000

LOBBY

1.227

9

11

12

10

2.363

SMOKE FREE

W2

2.220

RISER : 0.175M TREAD : 0.300M

1.092

+2.85M

3.000

0.300

EQ

EQ

2.245

4.463

1.800

1.000

EQ

2.165

+3.025M

LIFT SHAFT

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

0.00 M RISER : 0.150 M TREAD : 0.900 M

CHAJJA @ GR.FLR LVL

SW 2 0.300 x 2.000

W2

1.900

0.988

1.700

SW 3 0.300 x 2.237

SW 1 0.300 x 1.900

SLOPE

SLOPE

SLOPE

UGT MANHOLE

C2 0.300 x 0.600

EQ EQ EQ

2.863

SUMP

EQ EQ EQ

D5

Basement Line

INSPECTION CHAMBER

0.500

WATCHMAN'S CABIN

0.15x 0.2 M BUND WALL

ATOR

G

SW1

SW5

C14, C11, SW12, C8, SW3

- 32.446 M

WORKING DRAWING

SUMP SUMP

SUMP

DATUM POINT

Fire Hydrant

Strom Water Drain

15.000

3

Fire Hydrant

30.000

4

5

6

7

8

9

10

11

12

13

14

15

15

16

66

67 REINFORCED 50 MM THICK CONCRETE COPING

BRICK JALI 30 MM THICK IPS FLOORING (INDIAN PATENT STONE) 150 MM THICK PCC BED GR. LINE

STRIP FOOTING

100 MM THICK PCC BED 230 MM THIC RUBBLE SOLEING RAMMED EARTH SCALE 1:20

ARCHITECTURAL DESIGN | RESIDENTIAL PROJECT

DETAIL'S 68

69 DETAIL @ A

PERLIN 25x45 MM

GUTTER JUNCTION DETAIL

BUTTRES WOODEN BOARD

ASBESTOS CEMENT SHEET

SCREW ANCHORING WOODEN BOARD FOAM FILL

RAFTER NUT BOLT CONNECTIONS GUSSET PLATE

GI SHEET STEEL ANGLE WELDED TO STEEL SECTION GUTTER BOARD

WOODEN TIE BEAM WOODEN BEAM ANCHOR BOLT

ISMC 200 STEEL 'C' SECTION WELDED TO ISMC 350

DETAIL @ A

WORKING DRAWING | DETAILS

DETAILS C BOLT ASBESTOS CEMENT SHEET PERLIN 25x45 MM

DETAIL @ C

RAFTER COVER BOARD WOODEN/ ASBESTOS SHEET NUT BOALT CONNECTION GUSSET PLATE FIX WOODEN LOUVERS

DETAIL @ B

FIX WOODEN LOUVER

KING POST

NUT BOALT CONNECTION GUSSET PLATE 10 MM DOUBLE GLAZED WINDOW GLASS WINDOW FRAME

REINFORCED 23x300 MM CONCRETE BEAM

03

LOUVERED WINDOW

01

00

70

71

A 2 - 250 X 100 ANGLES WELDED TOGETHER AND BOLTED TO R.C.C BEAM WITH 20 DIA RAG BOLTS TO HOLD STEEL CLEVIS

25 MM THK SOLID STEEL THREADED ROD FOR SUSPENDING THE CANOPY

R.C.C. BEAM

TURNBUCKLE

12.5 MM CLEAR FLOAT GLASS USED AS A COVERING FOR THE CANOPY HELD BY INKAN SPIDER HOLDER

TWO LEAF 250 X 100 ANCHOR PLATE BOLTED TO FLANGE OF THE BEAM WITH 10 DIA NUT BOLTS TO HOLD THE STEEL CLEVIS

D

C

B

C SECTION OF CANOPY

CANOPY DETAILS ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

CASTELLATED BEAM AT 1500 C/C AS CANOPY SUSPENDED FROM FIRST FLOOR LVL. WITH 25 THK STEEL THREADED RODS

DETAIL's

200 X 200 BASE PLATE ATTACHED TO THE BEAM WITH 15 DIA BOLTS 15 MM DIA BOLTS STEEL CLEVIS 200 MM LONG BOLTED TO ANCHORAGE PLATE WITH 15 MM DIA BOLTS 25 MM DIA THREADED STEEL BAR TO SUSPEND THE CANOPY

BASE PLATE 10 MM THICK

SIDE ELEVATION OF A

25 MM DIA THREADED STEEL BAR TO SUSPEND THE CANOPY 50

15 MM DIA RAG BOLTS 300 LONG TURNBUCKLE

DETAIL AT A

12.5 THK FLOAT GLASS AS CANOPY COVERING 4 WAY SPIDER HOLDER TO SUPPORT4 GLASS PANELS 20 MM DIA M.S. BAR CREATING A MESH ANCHORED AT THE FREE END WITH TENSION LOCKS CASTELLATED BEAM HINGED AT THE BEAM AND SUSPENDED AT THE FREE END BEAMS AT 1500 C/C 175 DEEP AT THE FREE END AND 450 DEEP AT THE HINGED THE END

SECTION C-C'

SCALE 1 : 10

72

73

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

MUNICIPAL DRAWINGS 74

75

1

st

MUNICIPAL DRAWING | SEM 07

DESRIPTION OF PROPOSAL AND PROPERTY

4.340

4.340

Proposed redevelopment of existing building on plot bearing CTS no. 827C/1/18 of village MALAD-E at , WESTERN SUBURB, Mumbai.

A

1.334

1.334

ESA 2.5

1.369

1.369

WELFARE CENTER

5.101

60.544

45.413

45.879

45.416

46.667

PROPOSED CA REHAB TENAMENTS

00

40.247 SQM

14.086 SQM

54.333 SQM

45.277 SQM

GROUND FLOOR

02

32.748 SQM

40.247 SQM

00

40.247 SQM

14.086 SQM

54.333 SQM

45.277 SQM

GROUND FLOOR

03

24.7490 SQM

30.416 SQM

00

30.416 SQM

10.645 SQM

41.061 SQM

34.217 SQM

GROUND FLOOR

04

24.7490 SQM

30.416 SQM

00

30.416 SQM

10.645 SQM

41.061 SQM

34.217 SQM

GROUND FLOOR

05

32.748 SQM

40.247 SQM

00

40.247 SQM

14.086 SQM

54.333 SQM

45.277 SQM

GROUND FLOOR

06

32.748 SQM

40.247 SQM

00

40.247 SQM

14.086 SQM

54.333 SQM

45.277 SQM

BUA/TENAMENT + BUA ASPER 35% ENTITLEMENT

PROPOSED CA REHAB TENAMENTS

BUA

EXCESS BALCONY

TENAMENT NO.

BUA/TENAMENT

01

32.748 SQM

47.457 SQM

0.836 SQM

48.293 SQM

16.902 SQM

65.195 SQM

54.329 SQM

FIRST FLOOR

02

32.748 SQM

47.457 SQM

0.836 SQM

48.293 SQM

16.902 SQM

65.195 SQM

54.329 SQM

11.579

FIRST FLOOR

03

41.530 SQM

60.874 SQM

1.008 SQM

61.882 SQM

21.658 SQM

83.540 SQM

69.616 SQM

TOTAL BALCONY AREA WORKS TO

25.546

GROUND FLOOR

04

41.530 SQM

60.874 SQM

1.008 SQM

61.882 SQM

21.658 SQM

83.540 SQM

69.616 SQM

TOTAL BALCONY AREA PER FLOOR AS PER BUA WORKS TO

21.855

EXCESS BALCONY AREA PER FLOOR WORKS TO

3.691 TENAMENT NO.

BUA/TENAMENT

BUA ASPER 35% ENTITLEMENT

BUA/TENAMENT + BUA ASPER 35% ENTITLEMENT

PROPOSED CA REHAB TENAMENTS

DIMENSIONS

1

4.310

X

2

2.160

X

NOS

AREA SM

4.079

2

13.967

1.575

2

CA

CA

BUA

BUA

EXCESS BALCONY

EXCESS BALCONY

NUMBER OF FLOORS

2

FLOOR

TOTAL EXCESS BALCONY AREA TAKEN INTO FSI

7.381

SECOND FLOOR

05

32.748 SQM

47.457 SQM

0.836 SQM

48.293 SQM

16.902 SQM

65.195 SQM

54.329 SQM

SECOND FLOOR

06

32.748 SQM

47.457 SQM

0.836 SQM

48.293 SQM

16.902 SQM

65.195 SQM

54.329 SQM

SECOND FLOOR

07

41.530 SQM

60.874 SQM

1.008 SQM

61.882 SQM

21.658 SQM

83.540 SQM

69.616 SQM

SECOND FLOOR

08

41.530 SQM

60.874 SQM

1.008 SQM

61.882 SQM

21.658 SQM

83.540 SQM

69.616 SQM

6.500

827C/1/19

EXISTING BUILDING AREA STATEMENT

A

5.315

6.989

6.8 83

6.500

20.560

4.500

88

6.6

827C/1/13

4.500

10.630

<<< 12.4 m wide road >>>

51.977

BUA/TENAMENT + BUA ASPER 35% ENTITLEMENT

40.247 SQM

CA

FIRST FLOOR

SR NO.

10.280 10.734

BUA ASPER 35% ENTITLEMENT

32.748 SQM

FLOOR

BALCONY AREA STATEMENT

PLOT AREA - 2223.80 sq.m

BUA/TENAMENT

01

BUA ASPER 35% ENTITLEMENT

SCALE : 1:200

827C/1/18

TENAMENT NO.

GROUND FLOOR

5.101

BALCONY AREA DIAGRAM UPAND CALCULATION

37.794

FLOOR

FOR 8 RESIDENTIAL TENAMENTS AND 6 COMMERCIAL TENAMENTS

27.782

<<< 18.3 m wide road >>> BUA DIAGRAM AND CALCULATION SCALE : 1:200

827C/40

827C/72

BLOCK PLAN SCALE 1: 500

PLOT AREA - 2223.80 sq.m

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

BUILT UP AREA CALCULATION SR NO.

DIMENSIONS

1

4.310

AREA SM X

4.079

13.967

MUNICIPAL DRAWINGS 37.944

1.350

1.350

20.560

0.900

0.900

02

03

UP

UP

3.220

04

3.220

06

05

3.235 4.930

3.235

LOFT ABOVE

10.170

10.170

LOFT ABOVE

10.170

2.260

10.170

3.220

01

1.381

3.890

10.170

10.170

UP

LOFT ABOVE

3.890

LOFT ABOVE

LOFT ABOVE

3.220

1.950 5.010

1.950

LOFT ABOVE

Extended Loft for storage

Extended Loft for storage

Extended Loft for storage

CLEAR ACCESS OF 6.50 M ( MIN ) FOR FIRE ENGINE

ASHOK DEEP BUILDING SCALE : 1: 100 20.560

2.260

0.900

0.900

3.220

4.876

20.560

2.260

0.900

0.900

3.960

08

5.390 3.220

5.010

07

44.858

0.900 0.900

0.900 4.876

3.235

1.219

3.235

2.100

1.200 3.220

3.960

4.490

0.900

2.160

1.381

DN

1.219

3.220

3.960

2.700

1.500

5.010

2.160

UP

5.010

3.960

2ND FLOOR PLAN

ASHOK DEEP BUILDING SCALE : 1: 100

06

2.260

5.390 3.220

1.219

1.950

0.900

1.200

4.490

3.960

0.900

0.900

10.630

0.900

1.950

2.100

0.900

0.900

1.500

05

2.700

3.960

3.960

3.960

0.900

3.960

0.900

1.100

3.220

1.200

3.220

1.200

1.219

45.158

0.900 0.900

3.220

3.960 3.220

3.960

5.010

3.220

52.127

4.876

04

1.200

5.390 3.220

3.960

ASHOK DEEP BUILDING SCALE : 1: 100

03

2.100

0.900

2.160

1.381

4.490

0.900

1 RD FLOOR PLAN

3.960

02

3.235

1.219

3.960

5.010

3.235

3.960

3.220

1.219

5.390

3.960

2.700

1.500

5.010

2.160

DN

2.260

3.220

1.219

1.950 UP

0.900

0.900

0.900

10.630

1.200

4.490

3.220

<<< 12.4 m wide road >>>

0.900

1.950

2.100

0.900

0.900

1.500

2.700

3.960

3.960

3.960

0.900

01

3.960

0.900

1.100

3.220

1.200

3.220

1.200

1.219

60.694

GR. FLOOR PLAN

4.876

20.560

20.560

1.350

6.650 1.350

10.584

5.010

0.900

0.900

1.950

1.950

02

5.010

10.170

3.890

03

10.170

2.260

UP

LOFT ABOVE

04

3.235

3.235

LOFT ABOVE

UP

3.220

05

3.220

06

4.930

01

3.220

LOFT ABOVE

1.381

UP

3.220

3.890

10.170

BALCONY ON FIRST AND SECOND FLOOR

LOFT ABOVE

LOFT ABOVE

10.170

LOFT ABOVE

.5

12

1.360

10.630

91

10.170

1.179

DN

10.170

OHT ABOVE

8 6.6

TERRACE PLAN

Extended Loft for storage

Extended Loft for storage

Extended Loft for storage

6.650

8

ASHOK DEEP BUILDING SCALE : 1: 100 BALCONY ON FIRST AND SECOND FLOOR

6.8

6.500

83

EXISTING GROUND FLOOR PLAN SCALE 1: 100

4.756

PLOT BOUNDARY LINE

4.756

6.907

EGRESS

27.932

INGRESS

<<< 18.3 m Wide INFINITY IT PARK Road >>>

76

LOS 333.58 SQMT (15%)

13.533

IN OUT

CAR PARKING TOWER 4 BAY

11.800

1.000

77

0.676

37.944

24.650

6.500

CLEAR ACCESS OF 6.50 M ( MIN ) FOR FIRE ENGINE

6.650

1.789 2.060

1.000

1.900

12.000

7.270

SHOP 02

2.475

SALES COMMERTIAL SHOP 01

TENAMENT NO. 01

3.155

FIRE DUCT

ELECTRICAL DUCT

1.200

2.540

LIFT LOBBY

1.550

A - WING

TOILET

1.500

1.209

LIFT SHAFT

1.800

TENAMENT NO. 03

CA 34.480 sqmt

+ 0.00 UP

LIFT SHAFT

1.800

3.830

SHOP 03

1.900

1.900

METER ROOM

1.800

TRANSFORMER

3.830

SHOP 04 TENAMENT NO. 03

CA 50.248 sqmt

31.999

12.569

1.500

3.600

1.500

9.000

12.569

3.830

CA 50.248 sqmt

SHOP 05

60.544

A

TENAMENT NO. 04

UG TANK

PUMP ROOM

9.000

SHOP 06

B - WING

+ 0.45

9.000

1.550

1.200

2.540

FIRE DUCT

ELECTRICAL DUCT

1.500

1.500

3.155

7.812

UP

FIRE STAIRCASE

CA 81.802 sqmt

2.475

SHOP 08

8.567

2.060

1.000

12.000

1.789

02

88 6.6

3.870

3.116

4.5

10.012

PLOT AREA DIAGRAM

+ 0.00

1.500

TOILET

1.800 1.900

3.830

SHOP 07

01

00

CA 47.182 sqmt TENAMENT NO. 04

SALES COMMERTIAL SHOP 02

3.875

UP + 0.45

LIFT LOBBY

6.490

UP

0.743

0.00

1.321

LIFT SHAFT

1.209

1.241

1.800

1.800

1.900

LIFT SHAFT

TENAMENT NO. 04

3.214

3.830

1.900 CA 34.480 sqmt

CLEAR ACCESS OF 6.50 M ( MIN ) FOR FIRE ENGINE

+ 0.45

7.270

6.650

6.500

SCALE 1: 200

PLOT AREA CALCULATION 37.794

X

60.544

2288.20

20.053

1

0.5

X

8.567

X

3.875

33.2

2

0.5

X

10.012

X

3.116

31.2

TOTAL DEDUCTIONS

64.4

PLOT AREA WORKS TO

2223.80

6.8

83

PLOT BOUNDARY LINE

GROUND FLOOR PLAN

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

4.500

A DEDUCTIONS

EGRESS

27.932

INGRESS

<<< 18.3 m Wide INFINITY IT PARK Road >>>

60.694

52.127

9.000

1.500

0.743

FIRE STAIRCASE

UP

1.500

4.890

37.794

CA 35.550 sqmt

CA 81.802 sqmt

1.241

3.830

1.800

SHOP 01

1.321

EGRESS

INGRESS

6.500

6.500

MUNICIPAL DRAWINGS 24.833

25.483

2.180

2.060

D1

FIRE STAIRCASE

LB1

3.830

LIVING ROOM

2.360

1.550

1.500

1.487

TENAMENT NO. 03

FIRE DUCT

ELECTRICAL DUCT

1.200

2.540

LIVING ROOM

TENAMENT NO. 04

LIFT LOBBY

05

23.000

7.950

L5

LIFT SHAFT

TOILET

1.200

1.800

1.800

TOILET

1.800

TENAMENT NO. 01

CA 54.346 sqmt

2.180

L4

1.209 1.800

3.831

LIVING ROOM

2.210

2.360

2.314

04

CA 69.616 sqmt

1.900

1.200

1.900

3.214

A

9.070

23.736

CA 69.616 sqmt

03

BEDROOM 01

3.818

SERVICE SLAB

SERVICE SLAB

BUA DIAGRAM OF GROUND FLOOR

TOILET

WALK IN WARDROBE

3.150

25.483

X

30.4

=

2.550

2.425

774.6832

KITCHEN

3.300

1.350

3.150 SERVICE SLAB

DEDUCTIONS

6.600

23.736

=

X

9.070

=

20.044

7.420

X

18.720

=

138.902

74.364

6

1.500

X

2.360

=

3.540

LIFT LOBBY CA 69.616 sqmt

CA 69.616 sqmt

L3

2.180

X

2.360

=

5.144

L4

2.180

X

2.360

=

5.144

X

2.360

=

5.144

2.180

X

2.360

=

5.144

SFL 1

2.019

X

2.360

=

4.764

SFL 2

2.019

X

2.360

=

4.764

S1

5.815

X

3.155

=

18.346

S2

5.815

X

3.155

=

18.346

SL1

1.615

X

1.125

=

1.816 1.816

SL2

1.615

X

1.125

=

D1

4.200

X

1.125

=

4.725

D2

4.200

X

1.125

=

4.725

LB1

5.815

X

2.645

=

15.380

LB2

5.815

X

2.645

=

15.380

1.200

2.540

FIRE DUCT

ELECTRICAL DUCT

2.900

BEDROOM 02 TOILET

2.475

KITCHEN

2.900

1.200

1.20

X

0.82

=

0.98

1.50

X

3.36

=

5.04

4

1.20

X

0.82

=

0.98

3.25

X

23.73

=

6

2.90

X

2.71

=

7.85

7

1.35

X

1.07

=

1.44

8

1.09

X

2.18

=

2.37

9

13.33

X

9.05

=

120.63

10

1.20

X

0.82

=

11

2.10

X

3.36

=

7.05

12

1.35

X

1.07

=

1.44

13

1.09

X

2.18

=

2.37

14

1.20

X

0.82

=

0.98

15

2.10

X

3.36

=

7.05

16

1.20

X

0.77

=

17

1.20

X

0.82

=

0.98

18

1.50

X

3.36

=

5.04

19

1.20

X

0.82

=

77.12

0.98

0.92

0.98

TOTAL DEDUCTION

245.12

BUA

549.53

SERVICE SLAB

KITCHEN

2.400

1.200

L1

2.180

X

2.360

=

5.144

L2

2.180

X

2.360

=

5.144

L3

2.180

X

2.360

=

5.144

L4

2.180

X

2.360

=

5.144

L5

2.180

X

2.360

=

5.144

L6

2.180

X

2.360

=

5.144

SFL 1

2.019

X

2.360

=

SFL 2

2.019

X

2.360

=

4.764

S1

5.815

X

3.155

=

18.346

S2

5.815

X

3.155

=

18.346

SL1

1.615

X

1.125

=

1.816

SL2

1.615

X

1.125

=

1.816

D1

4.200

X

1.125

=

D2

4.200

X

1.125

=

4.725

LB1

5.815

X

2.645

=

15.380

LB2

5.815

X

2.645

=

15.380

4.764

4.725

120.926

BUA OF GROUND FLOOR

1.800

1.200

SERVICE SLAB

0.92

2

=

428.61

6.070 FIRE STAIRCASE

1.200

794.656

3

TOTAL DEDUCTIONS

LIVING ROOM

1.500

UP

7.950

TOILET

TENAMENT NO. 04

1.487 1.500

BEDROOM 01

=

1.500

2.180

L6

LIVING ROOM

1.900

5.144

3.830

5.144

=

1.550

=

2.360

3.830

2.360

X

1.600

X

3.830

2.180 2.180

3.830

TENAMENT NO. 03

CORE DEDUCTIONS L2

BEDROOM 01

7.950

252.266 L1

TOILET

LIFT SHAFT

1.209

LIVING ROOM

1.200

3.366

X

2.210

0.77

BEDROOM 02

3.830

3.133

4 5

TENAMENT NO. 01

1.550

3

TOILET

CA 54.346 sqmt

3.830

11.876

3.214

=

3.818

SERVICE SLAB

2.314

1.600

1.900

3.830

X

=

X

3.155

7.423

1.900 1.800

2

1.200

2.060

3.540

1.000

=

1.800

2.360

1.800

X

3.831

1.500

1.800

1

L5

1.800

4.650

BEDROOM 01

BUA CALCULATION FOR GROUND FLOOR

24.833

CORE DEDUCTIONS 9.057

1.750

SCALE 1: 200

A

TOILET

1.750

SERVICE SLAB

WALK IN WARDROBE

1.281

1.281 1.281

23.736

SFL2

31.999

2.360

2.361

L6

2.180

4.650

3.150

2.019

06 1.500

KITCHEN

BEDROOM 01

S2

1.350

1.800

5.815

3.155

2.550

D2 4.200

3.300

1.281

SL2 1.615

3.150

7.420

2.425

1.125

5.815

31.999

2.645

6.600 LB2

32

1.20

5 6.070

UP

1.500

L3

3.366

2.180

7.950 L2

BEDROOM 02

3.830

2.645

0.000

X

1

DEDUCTIONS 3.830

KITCHEN

2.475

4.200

1.125

SL1

1.000 1.800

KITCHEN

5.815

A

3.370

1.200

TOILET

3.155

BEDROOM 02

SERVICE SLAB

2.400

1.500

TOILET

1.550

1.600

BEDROOM 01

3.830

3.830

S1

1.789

2.400

1.200

3.830

SERVICE SLAB

2.900

1.200 TOILET

1.900

SERVICE SLAB

2.900

3.133 1.615

BUA CALCULATION FOR GROUND FLOOR

1.200

1.500

3.830

02

2.019

3.155

1.200

7.423

SFL1

L1

1.600

01

2.360

9.230

1.200

TOILET

1.200

1.789

2.400

3.370

SERVICE SLAB

1.500

PROPOSED TYPICAL FLOOR PLAN (1st to 6th) SCALE 1: 100 G.L

300 MM FREE BOARD

FIRE WATER TANK 01

FIRE WATER TANK 02

DOMESTIC WATER

RCC COPING RCC GRILL 0.23 BRICK WALL BRICK COPING

COMMERCIAL RERA CARPET AREA SUMMERY FOR PARKING

AREA OF FLATS

REQ.

00-45

4-1

45-60

NO.OF FLATS

00.00

PARKING REQUIREMENT

2-1

12

6.00

60-90

1-1

70

70.00

ABOVE 90

1-2

00.00

00.00

82.00

76.00

TOTAL COMMERCIAL UPTO 800 SQMT

GROUND FLOOR

00.00

SHOP NO

TOTAL CA 1/40SQMT. AREA

387.288 SQMT.

9.6

10 % VISITORS RESIDENTIAL

7.6

10 % VISITORS COMMERCIAL

.96

TOTAL

94.16

FLAT NO

2ND FLOOR

AREA IN SQMT

FLAT NO

FLAT NO

34.228 SQ.M

BUA DIAGRAM OF TYPICAL FLOOR (1st TO 6th)

4

34.228 SQ.M

5

34.228 SQ.M

SCALE 1: 200

6

34.228 SQ.M

7

34.228 SQ.M

8

34.228 SQ.M

9

45.96 SQ.M

10

45.00 SQ.M

AREA IN SQMT

FLAT NO

AREA IN SQMT

4

71.933 SQ.M

7

71.933 SQ.M

10

71.933 SQ.M

56.249 SQ.M

5

56.249 SQ.M

8

56.249 SQ.M

11

56.249 SQ.M

3

72.191 SQ.M

6

72.191 SQ.M

9

72.191 SQ.M

12

72.191 SQ.M

7TH FLOOR

8TH FLOOR

6NO.S

6NO.S

120.926

6NO.S

13TH FLOOR

458.227

120.926

6NO.S

14TH FLOOR

458.227

120.926

6NO.S

TERRACE FLOOR

96.334

120.926

0NO.S

TOTAL BUA

6604.686

1934.816

AREA IN SQMT

FLAT NO

AREA IN SQMT

24

77.296 SQ.M

27

77.296 SQ.M

30

77.296 SQ.M

33

25

67.186 SQ.M

28

67.186 SQ.M

31

67.186 SQ.M

26

72.191 SQ.M

29

72.191 SQ.M

32

72.191 SQ.M

11 TH FLOOR

FITNESS CENTER

120.926

458.227

FLAT NO

72.191 SQ.M

428.61

12TH FLOOR

AREA IN SQMT

41

6NO.S

6TH FLOOR

72.191 SQ.M

FLAT NO

72.191 SQ.M

120.926

67.186 SQ.M

AREA IN SQMT

38

428.61

35

FLAT NO

88.287 SQ.M

6NO.S

5TH FLOOR

34

72.191 SQ.M

67.186 SQ.M

120.926

6NO.S

23

40

428.61

120.926

72.191 SQ.M

67.186 SQ.M

6NO.S

4TH FLOOR

458.227

18

37

120.926

11TH FLOOR

72.191 SQ.M

AREA IN SQMT

428.61

77.296 SQ.M

15

FLAT NO

6NO.S

3RD FLOOR

6NO.S

67.186 SQ.M

77.296 SQ.M

120.926

120.926

22

AREA IN SQMT

428.61

458.227

56.249 SQ.M

39

6NO.S

2ND FLOOR

10TH FLOOR

17

FLAT NO

120.926

6NO.S

56.249 SQ.M

77.296 SQ.M

428.61

120.926

14

AREA IN SQMT

8 NO.S

1ST FLOOR

458.227

77.296 SQ.M

36

TENEMENT

9TH FLOOR

AREA IN SQMT

21

FLAT NO

120.926

4NO.S

FLAT NO

77.296 SQ.M

15TH FLOOR

401.491

120.926

AREA IN SQMT

19

14TH FLOOR

STAIRCASE LIFT LOBBY AREA

GROUND FLOOR

458.227

FLAT NO

71.933 SQ.M

13TH FLOOR

BUA PER FLOOR

8TH FLOOR

AREA IN SQMT

16

12TH FLOOR

333.58 SQ.M

COMPOSITE BUA STATEMENT FLOOR

120.926

FLAT NO

71.933 SQ.M

10TH FLOOR

=

326.558 + 1.054 R

AREA IN SQMT

13

9TH FLOOR

13.533

7TH FLOOR

FLAT NO

72.191 SQ.M

X

3

71.933 SQ.M

20

24.650

45.00 SQ.M

4TH FLOOR

REFUGE

LOS AREA CALCULATION A

45.96 SQ.M

2

6TH FLOOR

SCALE : 1:50

2

1

5TH FLOOR

SCALE 1: 200

1

3RD FLOOR

AREA IN SQMT

24.650

LOS AREA DIAGRAM

COMPOUND WALL SECTION

AREA IN SQMT

RESIDENTIAL RERA CARPET AREA SUMMERY FOR PARKING A - WING 1ST FLOOR

G.L

PCC 0.15 THK RANDOM RUBBLE MASONARY

SECTION THROUGH U.G TANK

PARKING AREA STATEMENT (AS PER DCPR 2034)

A

13.533

401.4912

1.500

373.192

=

4.200

=

4.500

TOTAL DEDUCTIONS BUA OF GROUND FLOOR

4.800

120.926

NOTE: TOTAL NOS. OF CARS TO BE PROVIDED = 95 NO.s

78

24.833

6.070

TENAMENT NO. 03

KITCHEN

2.475

7.950

2.540

LIVING ROOM

CA 69.616 sqmt

LIVING ROOM

1.550

6.070

TENAMENT NO. 04

TENAMENT NO. 03

CA 69.616 sqmt

CA 69.616 sqmt

1.500

1.487

3.830

1.200

3.830

ELECTRICAL DUCT

BEDROOM 02

UP

1.500

FIRE DUCT

TOILET

3.155

KITCHEN

3.370

1.200

1.800

3.830

1.000

1.800 2.060

1.900

1.550 BEDROOM 02

SERVICE SLAB

2.400

1.500

BEDROOM 01

3.830

1.600

TOILET

1.500

1.487

3.830

1.200

FIRE STAIRCASE

UP

1.500 LIVING ROOM

3.830

1.550

BEDROOM 02

TOILET

1.789

2.400

FIRE DUCT

ELECTRICAL DUCT

1.200

2.540

3.830

FIRE STAIRCASE

7.950

TOILET

1.200

1.500

SERVICE SLAB

2.900

1.200 3.830

KITCHEN

2.475

SERVICE SLAB

2.900

1.200

1.800 KITCHEN

3.370

3.830

1.800 2.060

1.000

SERVICE SLAB

2.400

1.200

3.155

BEDROOM 02

1.200

1.500

TOILET

1.550

LIVING ROOM

TENAMENT NO. 04

CA 69.616 sqmt

LIFT LOBBY

LIFT LOBBY

1.900

LIFT SHAFT

TOILET

1.200

1.800

1.800

1.800

TOILET

1.900

1.200

3.818

SERVICE SLAB

1.900

3.366

1.209

TENAMENT NO. 01

3.214

LIVING ROOM

1.800

1.800

1.800

BEDROOM 01

CA 54.346 sqmt

1.900

1.200

TOILET

1.200

3.831

LIFT SHAFT

1.800

1.800

1.209

TOILET

3.366

REFUGE AREA

3.214

7.950 2.314

7.950

2.314

1.600

BEDROOM 01

1.200

3.830

3.830

TOILET

1.789

2.400

3.830

SERVICE SLAB

2.900

1.200

1.900

79

SERVICE SLAB

1.200

1.500

3.830

2.900

1.200

3.830

24.833 1.200

BEDROOM 01

3.818

SERVICE SLAB

6.600 SERVICE SLAB

SERVICE SLAB

3.150 1.800

1.281

1.750 TOILET

3.150

9.057

TOILET

1.750

SERVICE SLAB

WALK IN WARDROBE

1.281

1.281

3.150 WALK IN WARDROBE

2.550

2.425

1.800

4.650

BEDROOM 01

KITCHEN

3.300

1.350

3.150 SERVICE SLAB

SERVICE SLAB

6.600 1.900

LIVING ROOM

7.950

2.400

1.789

2.900

3.370

SERVICE SLAB

2.900

SERVICE SLAB

3.155

2.060

1.000

2.400

SERVICE SLAB

BEDROOM 02 TOILET

3.830

KITCHEN

1.800

1.550

2.475

KITCHEN

1.900

3.830

1.550

3.830

1.600

TOILET

1.200

1.200

1.200

2.400

1.789

3.370

SERVICE SLAB

1.500

1.200

PROPOSED TYPICAL FLOOR PLAN (8th to 14th) SCALE 1: 100

7.05

16

1.20

X

0.77

=

0.92

17

1.20

X

0.82

=

0.98

18

1.50

X

3.36

=

5.04

1.20

X

0.82

=

0.98

20

2.00

X

3.981

=

7.962

21

2.00

X

3.981

=

7.962

TOTAL DEDUCTION

204.7515

BUA

589.904 2.360

=

5.144

L2

2.180

X

2.360

=

5.144

L3

2.180

X

2.360

=

5.144

L4

2.180

X

2.360

=

5.144

L5

2.180

X

2.360

=

5.144

L6

2.180

X

2.360

=

5.144

SFL 1

2.019

X

2.360

=

4.764

SFL 2

2.019

X

2.360

=

4.764

S1

5.815

X

3.155

=

18.346

S2

5.815

X

3.155

=

18.346

SL1

1.615

X

1.125

=

1.816

SL2

1.615

X

1.125

=

1.816

D1

4.200

X

1.125

=

4.725

D2

4.200

X

1.125

=

4.725

LB1

5.815

X

2.645

=

15.380

LB2

5.815

X

2.645

=

15.380

=

120.926

2.360

2.360

1.095

3.155

1.125

2.645

0.820

3.366

0.820

2.180

3.366

2.104

14 13

L2

12

2.360

2.360

1.095

15

13

L2

1.615

5.815 SL1

D1

1.615

4.200

D1 4.200 5.815

5.815

S1

S1

2.019

2.019

18

L1

SFL1

18

1.200

19

17 1.200

15

LB1

5.815

16

1.200

L3

9.500 LB1

SL1

1.200

2.104

14

1.350

1.200

L3

R7

21

1.500

2.180

17 1.200

1.500

SFL1

1.200

2.180

BUA DIAGRAM OF TYPICAL FLOOR PLAN (8th TO 14th floor)

SCALE 1: 200

SCALE 1: 200

REFUGE AREA CALCULATION

BUA DIAGRAM OF REFUGE AREA

BUA SUMMARY FOR REFUGE AREA FLOOR NO 01

1.350

REFUGE A

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS

32

=

1.20

X

0.77

=

794.656 0.92

2

1.20

X

0.82

=

0.98

3

1.50

X

3.36

=

5.04

4

1.20

X

0.82

=

5

2

X

23.73

=

47.46

6

2.90

X

2.71

=

7.85

0.98

7

1.35

X

1.07

=

1.44

8

1.09

X

2.18

=

2.37

9

13.33

X

9.05

=

120.63

10

1.20

X

0.82

=

11

2.10

X

3.36

=

7.05

12

1.35

X

1.07

=

1.44

13

1.09

X

2.18

=

2.37

14

1.20

X

0.82

=

0.98

15

2.10

X

3.36

=

7.05

16

1.20

X

0.77

=

17

1.20

X

0.82

=

0.98

18

1.50

X

3.36

=

5.04

19

1.20

X

0.82

=

0.98

0.92

0.98

TOTAL DEDUCTION

215.46

BUA

579.196

AREA IN SQMT

7

326.558

8

458.227

L1

2.180

X

2.360

=

5.144

L2

2.180

X

2.360

=

5.144

L3

2.180

X

2.360

=

5.144

L4

2.180

X

2.360

=

5.144

L5

2.180

X

2.360

=

5.144

L6

2.180

X

2.360

=

5.144

SFL 1

2.019

X

2.360

=

SFL 2

2.019

X

2.360

=

4.764

S1

5.815

X

3.155

=

18.346

S2

5.815

X

3.155

=

18.346

SL1

1.615

X

1.125

=

1.816

SL2

1.615

X

1.125

=

1.816

D1

4.200

X

1.125

=

D2

4.200

X

1.125

=

4.725

4.764

4.725

R1

6.800

X

15.774

=

107.263

9

458.227

R2

2.928

X

3.353

=

9.817

10

458.227

2.900

R3

1.550

X

1.076

=

1.6678

11

458.227

LB1

5.815

X

2.645

=

15.380

LB2

5.815

X

2.645

=

15.380

2.900

X

2.100

=

6.09

12

458.227

R5

2.900

X

2.100

=

6.09

1.550

X

1.076

=

1.6678

13

458.227

TOTAL DEDUCTIONS

R6 R7

2.928

X

3.353

14

458.227

BUA OF GROUND FLOOR

R4

9.700

X

1

02

1.350

468.978

24.833

CORE DEDUCTIONS L1

19

16 1.200

BUA DIAGRAM OF 7th FLOOR (Refuge Floor)

1.076

X

3.155

2.000

15.774

2.180

12

1.350

2.928

9.500

1.800

CORE DEDUCTIONS L1

R5

R6 1.550

3.981

19

9.057

0.98

=

31.999

2.37

=

3.36

3.366

=

0.82

X

09

2.900

0.820

2.18

X

2.10

A

06

05

0.820

X

1.20

15

09

2.900

2.544

1.09

14

A

06

R1

1.125

13

05

1.200 13.183

2.360

1.44

2.360

1.350

1.074

7.05

=

13.183

11

10

2.360

07

1.076

=

1.07

L3

2.094

3.36

X

1.200

1.076

X

1.35

2.360

1.350

R4

2.180

2.10

12

2.360

07

08

L2

2.645

11

R3

11

10

3.155

0.98

L3

0.820

120.63

=

08

L2

0.770

2.37

=

0.82

R2

1.550

9.057

=

9.05

X

2.104

LB1

1.095

31.999

2.18

X

D1

9.500 1.095

3.366

X

13.33 1.20

4.200

5.815 2.104

LB1

2.928

23.736

1.09

9 10

SL1

0.820

1.44

A

DEDUCTIONS

S1

5.815 1.615

0.820

=

SFL1

L1

2.000

0.820

1.07

D1

2.544

X

1.125

1.35

2.645

7

1.200

2.180

04 03

5.815

6.800

2.180

7.85

1.074

28.393

=

2.645

0.98

=

2.71

BUA CALCULATION FOR 8 TO 14 FLOOR

1.5008.544

13.886

4.200

1.125

=

15.774

X

3.155

0.82

X

2.90

2.360

X

1.800

1.200

02

S1

SL1

3.353

1.20

6

01

2.019

5.815 1.615

20

1.076

4 5

13.886

2.000

2.100

5.04

2.100

0.98

=

1.076

=

3.36

2.180

0.82

X

3.353

X

1.50

0.820

1.20

1.200

04

2.019

3.981

2 3

1.200

SFL1

9.105

L1

2.360

2.180

0.92

1.076

=

0.770

0.77

2.712

X

15.774

1.20

15.774

1

2.360

03

0.820

1.5008.544

02

0.770

1.200

01

0.820

1.200

794.656

9.105

=

0.820

32

0.770

X

24.833

24.833

DEDUCTIONS

TOTAL DEDUCTIONS

BEDROOM 02

1.200

1.500

BUA CALCULATION FOR 7 th FLOOR

8

TOILET

1.200

SCALE 1: 100

24.833

BEDROOM 01

3.830

3.830

3.830

BEDROOM 02 TOILET

7th FLOOR PLAN (Refuge Floor)

A

6.070

3.155

2.060

1.000

1.900

3.830

1.550

3.830

1.600

3.830

KITCHEN

2.400

1.200

UP

7.950

FIRE STAIRCASE

1.800

TENAMENT NO. 04

LIVING ROOM

1.500

1.800

SERVICE SLAB

ELECTRICAL DUCT

1.500

1.800

2.900

1.200

CA 69.616 sqmt

2.540

FIRE DUCT

1.487

1.500

2.475

KITCHEN

1.200

SERVICE SLAB

LIVING ROOM

1.200

1.500

TOILET

LIVING ROOM

6.070 FIRE STAIRCASE

BEDROOM 02

TENAMENT NO. 03

1.500

UP

7.950

TENAMENT NO. 04

3.830

ELECTRICAL DUCT

1.500

2.900

BEDROOM 01

3.830

FIRE DUCT

1.487

CA 69.616 sqmt

3.830

2.540

CA 69.616 sqmt

1.550

LIVING ROOM

1.200

3.830

3.830

TENAMENT NO. 03

1.200

TOILET

LIFT LOBBY

CA 69.616 sqmt

TOILET

1.200

7.950 LIFT LOBBY

BEDROOM 01

3.818

SERVICE SLAB

LIFT SHAFT

1.209

3.366

TENAMENT NO. 01

1.800

1.900

1.800

3.831

3.366

3.214

1.800

2.314

BEDROOM 01

1.800

1.800

TOILET

3.214

1.200 TOILET

CA 54.346 sqmt

1.200

2.314

3.818

SERVICE SLAB

LIFT SHAFT

1.209

1.800

1.900

1.800

1.900

07

=

9.817

TOTAL DEDUCTIONS

=

142.42

BUA OF 7th FLOOR

=

326.558

TOTAL AREA

120.926 458.227

3534.147 SQ.M REFUGE AREA CALCULATION

REFUGE AREA REQUIRED = = =

=

4% BUA OF 7TH TO 14TH FLOOR 4%(3534.147) 141.367 SQMT

A

9.700

X

15.774

=

153.0078

SQ.M

X

= =

1.44 7.85

SQ.M

X

1.07 2.71

X

1.07

=

1.44

SQ.M

DEDUCTIONS

REFUGE AREA PROVIDED = 142.42 SQMT

2

1.35 2.90

REFUGE AREA EXCESS = 142.42 - 141.367 = 1.0541 SQMT (COUNTED TO BE F.S.I )

3

1.35

TOTAL DEDUCTIONS

10.5878

SQ.M

AREA WORKS TO

142.42

SQ.M

1

SQ.M

31.999

4.650

1.281

23.736

31.999

31.999

9.057

SERVICE SLAB

3.012

23.736

1.350

KITCHEN

BEDROOM 01

SERVICE SLAB

31.999

3.300

2.550

1.800

2.425

1.350

2.900

24.833 1.200

1.200

MUNICIPAL DRAWINGS

1.789 1.900

1.000

SERVICE SLAB

2.900

1.800 2.060

SERVICE SLAB

3.050

24.833

1.500

OUTLET PIPE 100mm DIA RAINWATER

6.060 1.500

2.475

UP

1.500

1.500

SLOPE

FIRE STAIRCASE

SLOPE

3.155

3.830

1.800

1.487

FITNESS CENTER

ELECTRICAL DUCT

1.200

2.540

TERRACE

9.346

FIRE DUCT

LIFT LOBBY

LIFT SHAFT

1.800

1.800

1.900

1.200

1.900

1.2 M TALL PARAPET WALL

5.910

1.200

4.118

2.104

1.200

4.118

2.104

9.046

31.999

31.999

31.999

1.2 M TALL PARAPET WALL

31.999

1.800

1.800

1.209

TOILET

1.2 M TALL PARAPET WALL 1.2 M TALL PARAPET WALL

5.910 6.060

1.800

1.800

1.900

1.800

1.900

LIFT SHAFT

1.209

1.200

2.540

FIRE DUCT

ELECTRICAL DUCT

TERRACE

9.346

LIFT LOBBY

TERRACE GARDEN

TERRACE GARDEN

100mm DIA RAINWATER OUTLET PIPE

100mm DIA RAINWATER OUTLET PIPE

1.980

2.060

1.000

100mm DIA RAINWATER OUTLET PIPE

1.800

1.900

SLOPE

1.500

2.475 1.800

100mm DIA RAINWATER OUTLET PIPE

SLOPE

3.155

UP

FIRE STAIRCASE

100mm DIA RAINWATER OUTLET PIPE

SLOPE

SLOPE

SLOPE

1.500

SLOPE

1.487 1.500

1.789 1.500

TERRACE FLOOR PLAN

UPPER TERRACE FLOOR PLAN

SCALE 1: 100

SCALE 1: 100

11.468

AREA

1

LIVING ROOM

7.95 M

X

3.83 M

30.44 SQMT

2

KITCHEN

2.40 M

X

3.83 M

9.19 SQMT

3

BEDROOM 1

2.90 M

X

3.83 M

11.10 SQMT

4

BEDROOM 2

2.90 M

X

3.83 M

11.10 SQMT

5

TOILET 1

1.20 M

X

1.54 M

1.84 SQMT

6

TOILET 2

1.20 M

X

1.60 M

1.92 SQMT

7

LOBBY

1.20 M

X

1.38 M

1.65 SQMT

8

LOBBY

1.20 M

X

1.23 M

1.44 SQMT

1.550

8

3.830

1.381

BREADTH

6.070

1.200

1

7

2 BHK TYPE 03 2.314

04

5 4

TOTAL CARPET AREA WORKS TO

68.68 SQMT

3.214

9.108

X

3.818

2 BHK TYPE 01

03

1.200

1.200

6.600 1.255

7.337

3.831

1

LENGTH

3.831

2.900

7.950

A

SPACE

3.830

7

3

1.200

NO. 3.831

2

1.200 1.381

8

1.231

1.200

0.150

1.548

3.831

3

5

6

FLAT NO. :

1.200 1.600

4

6

2

ROOM DIMENSIONS TYPE 01

2.400

1.200

3.370

1.200

3.830

2.900

02

3.831

1.200

01

0.820

0.770

11.650 1.200

2.400

9

ROOM DIMENSIONS TYPE 02 ROOM DIMENSIONS TYPE 3

FLAT NO. : 1.200

2.415

0.77

=

0.92

SQ.M

0.82 7.337

=

0.98 14.674

SQ.M

X X

9.108

=

X

2.415

=

11.468

=

1.20

X

1 2

1.20 2.00

X

3 4

0.15

5

8.00

=

1.366 19.32

TOTAL DEDUCTIONS

37.26

SQ.M

AREA WORKS TO

96.334

SQ.M

3.081

0.600

1.800

AREA

6.60 M

X

3.83 M

18.67 SQMT

KITCHEN

4.65 M

X

1.80 M

8.19 SQMT

1

LIVING ROOM

6.07 M

X

3.83 M

30.44 SQMT

3

BEDROOM 1

7.59 SQMT

2

KITCHEN

2.40 M

X

3.83 M

9.19 SQMT

4

WARDROBE

3.15 M

X

1.28 M

4.03 SQMT

3

BEDROOM 1

2.90 M

X

3.83 M

11.10 SQMT

5

TOILET 1

1.75 M

X

1.28 M

2.24 SQMT

4

BEDROOM 2

3.80 M

X

3.30 M

12.16 SQMT

6

TOILET 2

1.20 M

X

1.80 M

2.16 SQMT

5

TOILET 1

1.20 M

X

1.54 M

1.84 SQMT

7

LOBBY

2.20 M

X

0.60 M

1.32 SQMT

6

TOILET 2

1.20 M

X

2.31 M

1.92 SQMT

8

LOBBY

0.90 M

X

0.75 M

0.67 SQMT

7

BALCONY

1.20 M

X

3.80 M

3.60 SQMT

9

LOBBY

1.20 M

X

1.25 M

1.50 SQMT

8

LOBBY

1.20 M

X

1.30 M

1.56 SQMT

46.37 SQMT

TOTAL AREA WORKS TO

3.15 M

X

2.41 M

TOTAL CARPET AREA WORKS TO

A

SQ.M

12

X

7.812

=

93.744

SQ.M

3.216

X

4.056

=

13.044

SQ.M

=

13.044

SQ.M

=

80.69

SQ.M

TOTAL DEDUCTIONS AREA WORKS TO

4.056

7.812

A

A

9.00

A

X

A

7.270

X

A

3.831

=

4.890

=

1.500

3.818

12.569

2.900

1.500

X

4.458

2.400

=

56.032

SQ.M

0.627

X

9.230

=

5.787

SQ.M

TOTAL DEDUCTIONS

=

5.787

SQ.M

AREA WORKS TO

=

50.244

SQ.M

1

4

5

3.831

3

3.831

2

SHOP 4,5 12.569

A

CARPET AREA CALCULATION TYPE 04

1

2.400

X

3.981

=

2

1.500

X

3.081

=

4.622

1

2.900

X

3.831

=

11.110

3

3.370

X

3.981

=

13.417

2

1.500

X

2.981

=

4.472

3

11.110

4

3.831

X

7.420

2.464

X

1.350

=

3.322

6

3.818

X

3.364

=

12.845

ADDITIONS

28.427

6

72.191

7

1 BHK TYPE 04 1.400

7.950

3.981

4 5

TOTAL RERA CARPET AREA

=

9.555

3.831

6

1.350

3.364

2.464

5

A

SHOP 4,5

DEDUCTIONS

2.931

ADDITIONS

2.981

3.831

3.831

1

SQ.M

RERA CARPET AREA CALCULATION

SQ.M

35.55

47.182

01

A

SCALE 1: 200

SHOP 2

SCALE 1: 100

2 BHK TYPE 03

=

SCALE 1: 200

SQ.M

34.479

2.900

CARPET AREA CALCULATION OF 2BHK TYPE 03

6.490

SHOP 8

7.420

4

X

9.230

SHOP 3,6

SHOP 2

SCALE 1: 200

7.270 7.270

7.270

RERA CARPET AREA CALCULATION

SHOP 1,7

69.61 SQMT

SHOP 8

A

SCALE 1: 200

SHOP 3,6

01

LENGTH

RERA CARPET AREA CALCULATION

DEDUCTIONS 1

SPACE

9.000

SHOP 1,7

RERA CARPET AREA CALCULATION 3.216

2

BREADTH

LIVING ROOM

2

RERA CARPET AREA CALCULATION

3.370

3

1.281

1.281

1 BHK TYPE 02

12.000

3.981

5

SQ.M SQ.M

1

4

X

1

NO.

0.627

SQ.M

X

1.500

1.750

FLAT NO. :

AREA

6.490

133.6022

11.650

DEDUCTIONS

2.400

3.150

2 4.650

BUA CALCULATION FOR TERRACE FLOOR A

7

3

0.750

SCALE 1: 100

2.275

8

8.000 2.418

0.896

BUA DIAGRAM OF TERRACE FLOOR 15TH FLOOR

BREADTH

4.890

0.900 3.150

X

LENGTH

3.831

05

SPACE

1.800

NO.

6

4.458

3.831

1

2.900

X

3.831

=

1.500

X

2.931

=

5

2.400

X

3.831

=

9.195

6

1.400

X

3.831

=

5.364

7

7.950

X

3.981

=

31.650

TOTAL RERA CARPET AREA

4.397

77.296

80

ARCHITECTURAL DESIGN | TECNICAL DRAWINGS 2.850

2.850

3.000

1.900

2.850

2.850

3.000

1.900

2.850

2.850

SCALE : 1: 50 3.000

1.900

2.850

2.850

1.900

3.000

1.900

2.850

2.850

1.900

3.000

1.900

2.850

2.850

1.900

3.000

HABITABLE FLOOR

1.900

3.000

3.000

1.900

2.850

2.850

1.900

3.000

3.000

1.900

2.850

2.850

1.900

3.000

HABITABLE FLOOR

1.900

END WALL SECTION

3.000

3.000

1.900

2.850

2.850

1.900

3.000

50.546

3.000

1.900

2.850

2.850

1.900

3.000

SCALE : 1: 50

3.000

0.150

45.600

0.700

END WALL SECTION

3.000

PRECAST LINTEL FRAME

3.000

2.100

3.000

1.900

2.850

2.850

1.900

3.000

3.000

1.900

2.850

2.850

1.900

3.000

1.000

0.648

3.000

1.900

2.850

2.850

1.900

3.000

4.200

HABITABLE FLOOR

0.600

0.250

3.000

1.650 1.000

3.000

1.900

2.850

2.850

1.900

3.000

3.000

1.900

2.850

2.850

1.900

3.000

1.500

1.560

81

SECTION BB' SCALE : 1: 100

HABITABLE FLOOR

SAFETY RAILING

2.2M STAIRCASE LOBBY

2.850

FRD

3.000

3.000

2.200

3.000

FRD

2.850

2.2M STAIRCASE LOBBY

2.850

2.200

2.850

2.850

2.200

2.200

3.000

2.850

2.200

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

3.000

2.850

2.200

2.200

2.850

2.200

2.850

FRD

2.850

2.200

2.200

2.850

3.000

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

3.000

2.850

2.200

2.200

2.850

2.850

2.200

2.200

2.850

3.000

3.000

4.500

4.350

3.700

3.700

4.350

4.500

4.500

4.500

1.950

1.950

1.950

1.950

OHT

3.000

2.850

2.200

2.850

2.200

2.200

2.850

2.200

2.850

3.000

FRD

2.850

2.200

2.850

2.200

2.200

2.850

2.200

2.850

3.000

REFUGE

2.200

2.200

2.850

2.200

2.850

3.000

REFUGE

2.200

2.200

2.850

2.200

2.850

3.000

2.2M STAIRCASE LOBBY

2.850

2.200

2.850

3.000

50.550

OHT

2.100

2.100

45.600

MUNICIPAL DRAWINGS

SECTION AA' SCALE : 1: 100

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

2.2M STAIRCASE LOBBY FRD

82

83

0

06 MODEL MAKING 84

85

CARDBOARD MODEL ARCHITECTURAL MODEL | SEM 02

MODEL MAKING

86

87

ARCHITECTURAL MODEL | SEM 02

MODEL

CONCRETE MODEL

88

89

SITE MODEL ARCHITECTURAL MODEL | SEM 04

SITE MODEL

90

91

0

07 DOCUMENTATION 92

93

ARCHITECTURAL DESIGN | SEM 02

ORU URU

THE URU D

O

C

U

M

E

N

T

A

R

Y

C R E D I T ' s AOA UNAIDED BATCH 2024

94

95

ARCHITECTURAL DOCUMENTATION | SEM 02

ORU URU

THE MAKING OF URU

URU DR DHOW IS ONE OF THE LARGEST HANDICRAFTS THAT HAS BEEN BUILT IN INDÍA SINCE THE LAST 2000 YEARS IN BEYPORE KERALA A HANDICRAFT IN SIMPLE TERMS REFERS TO A CRAFT THAT IS MADE WITH HANDS OR BASIC TOOLS IN LAYMAN'S TERMS IT IS ALSO DEFINED AS "TRADITIONAL WAY OF MAKING THINGS THAT OFTEN HAS CULTURAL AND RELIGIOUS VALUE" THE ENTIRE PROCESS IS CARRIED OUT BY A GROUP OF PEOPLE WHO HAVE PASSED THE KNOWLEDGE AMONG THEIR GENERATIONS SINCE THE BEGINNING THE FABRICATION OF SUCH A LARGE THING BEING CARRIED OUT AT THE SAME PLACE IS BECAUSE THE SITE IS IN VICINITY TO THE CHALIYAR RIVER THROUGH THE TIMBER FROM THE FORESTS WHICH ARE NEAR THE SITE, REQUIRED FOR THE CONSTRUCTION ARE TRANSPORTED FROM THE TIMBER FOR THIS PURPOSE IN THE FORM OF TIED LOGS (LOCALLY KNOWN AS "THERAPPAMS") IS FLOATED ACROSS THE RIVER IT TAKES 2-3 DAYS FOR LOGS TO REACH THE WORKSHOP BESIDES THIS THE REGULAR MONSOON WINDS SINCE THE PAST PAS HAVE ESTABLISHED ESTABLISHED AN EASY ROUTE FOR TRADERS/CLIENTS. RSICLIENTS ALSO SO BEYPORE BEYPORE IS AN ESTUARINE PORT (AN ESTUARY IS A PARTIALLY CLOSED COASTAL BODY OF BRACKISH WATER WITH ONE OR MORE RIVERS OR STREAMS FLOWING IN IT. AND WITH A FREE CONNECTION TO THE OPEN SEA)

96

97

HISTORY ARCHITECTURAL DESIGN | SEM 02

ORU URU

BEYPORE,

KERALA

BEYPORE IS AN ANCIENT SUB PORT OF KOZHIKODE PORT AND IS SITUATED 10 KM TO THE SOUTH OF KOZHIKODE IT IS 180 KM NORTH OF COCHÍN AND 391 KM AWAY FROM TRÍVANDRUM, AT THE MOUTH OF CHALIYAR RIVER THE MODERN BEYPORE WAS KNOWN TO ROMANS AS PHOHAR. IBN BATUTA DESCRIBES BEYPORE AS ONE OF THE MOST BEAUTIFUL TOWNS ANCIENT BEYPORE WAS SOUGHT AFTER BY MERCHANTS FROM WESTERN ASIA, FOR ITS SHIP BUILDING INDUSTRY THE BOAT BUILDING YARD HERE IS FAMOUS FOR CONSTRUCTION OF URU, THE TRADITIONAL ARAB TRADING VESSEL BEYPORE HAS A HISTORY OF SHÍP BUILDING THAT IS 1500 YEARS OLD IT ATTRACTED MANY TRADERS FROM EUROPE, CHÍNA AS WELL AS ARABS.

98

99

ARCHITECTURAL DESIGN | SEM 02

ORU URU

STAGE 1 THIS PLAN FOCUSES ON THE CONDITION OF THE SITE WHEN THE PROCURED MATERIALS ARE BEING BOUGHT TO THE SITE IT IS IMPORTANT TO NOTE THAT NOT ALL MATERIALS ARE BROUGHT AT ONCE THE VEGETATION IS A LOT MORE DURING THIS TIME AS THE SITE IS YET TO BE CLEARED ACCORDING TO THE CONSTRUCTION PLANNED IE. CERTAIN AREAS WOULD BE CLEARED AS THE MATERIAL HAS TO BE STORED SOMEWHERE ALONG THE AREA WHERE THE CONSTRUCTION IS TO BE STARTED PATHS FOLLOWED DURING DIFFERENT ACTIVITIES HAVE BEEN HIGHLIGHTED WHICH TELL US WHERE AND IN WHÍCH ACTIVITY THE MOST PEOPLE ARE FOCUSSED IN ALONG WITH THE ADDITIONAL ACTIVITIES THAT ARE BEING CARRIED OUT ALMOST CONSTANTLY IN ALL THE 3 PLANS WHICH INCLUDES THE MAINTENANCE AND UPGRADATION OF SMALLER METAL SHIPS, BEING DONE IN WORKSHOPS LOCATED IN THE SOUTHERN END.

100

101

ARCHITECTURAL DESIGN | SEM 02

ORU URU

STAGE 2 THIS PLAN FOCUSES ON THE CURRENT STATE OF THE SITE IN WHÍCH THE CONSTRUCTION IS AT HOLD AS THE CRAFTSMEN/WORKERS/ CARPENTERS ARE WAITING FOR THE REQUIRED MATERIALS WHICH WILL ARRIVE WHEN THE ARABS PROVIDE THEM WITH MONEY HENCE THE AMOUNT OF HUMAN ACTIVITY AROUND THE SHIP AS WELL AS ONE IS LESS THERE IS ONLY ONE MAIN CARPENTER WHO IS WORKING ON A MINIATURE MODEL OF THE SHIP WHICH WILL BE SENT TO THE CLIENTS EXPLAINING THE ENTIRE DESIGN ALSO AS POINTED OUT PREVIOUSLY THERE IS VERY LESS VEGETATION

102

103

ARCHITECTURAL DESIGN | SEM 02

ORU URU

STAGE 3 THIS PLAN FOCUSES ON HOW THE URU IS FINALLY PUSHED INTO THE RIVER BY A SPECIAL GROUP OF PEOPLE CALLED THE 'MAPPILA KHALASIS AS THEY ARE UNIQUE IN LIFTING LOADS THROUGH PULLEYS AND CHAINS THE DRIVING OUT OF URU TO THE SEA AND ITS RETURN TO THE PORT ARE THE IMPORTANT WORKS LIKE BUILDING A SHIP. THEIR TOOLS ARE WOODEN TRAPS OR SNARES LIKE "DAVAR", "DHAWWAL" "BEENCHA" ETC.A DAVAR IS A WOODEN WINCH FIXED ON A WOODEN PLATFORM WHICH IS INSTALLED ON THE GROUND WHICH AGAIN IS TIED WITH SOME STEEPERS DEPOSITED A FEW FEET DEEP INTO THE THE GROUND AND COVERED WITH SOIL TO ADD WEIGHT. THIS IS DONE TO PREVENT THE WINCH FROM GETTING DISPLACED 2 LONG WOODEN BARS CALLED "KAZHAS" PASS THROUGH 2 HOLES IN OPPOSITE DIRECTIONS NEAR THE TOP OF THE WINCH. AN IRON ROPE IS ATTACHED TO THE DAVAR, AND THE OTHER END IS ROUNDED IN SHIP SO THAT IT BECOMES TIGHT. THE AGE OLD PULLEY WHEEL MECHANISM IS USED ROLLS OF TIMBER ARE ATTACHED ON TWO SIDES OF THE SHIP POOVATHI (A TYPE OF WOOD) IS USED AS ROLLS GALOOS (A TOOL) IS ATTACHED BY MAKKIDI (ANOTHER TOOL) TO THE UPPER SIDE OF URU THE SHIP IS MOVED BY PULLING THE IRON ROPE THE LAUNCH IS CELEBRATED BY THE NATIVES AND THE URU IS DECORATED WITH FLOWERS IT TAKES 2-3 DAYS TO PUSH THE URU WITH THE REAR PART FACING THE RIVER AS IT IS LEAVIER THAN THE FRONT OF THE URU, MAKING THE PROCESS EASIER THE DAVAR IS PUSHED BY 4-5 PEOPLE ALSO ONCE THE URU SETS INTO THE WATER IT REMAINS IN IT FOR A YEAR FOR ITS LEGALISATION AFTER THAT IT CAN BE USED WHENEVER ITS MAINTAIN- ANCE WHICH ONLY INCLUDES PAINTING EVERY 6 MONTHS.

104

105

SCAFFOLDING & PROPS

A TEMPORARY STRUCTURE MADE ON EXTERIOR OF A BUILDING, WITH WOODEN PLANKS AND POLES, USED BY WORKMEN WHILE BUILDING, REPAIRING OR CLEANING THE STRUCTURE IS CALLED SCAFFOLDING THESE ONES ARE ADJUSTABLE STRUCTURES WHICH ARE RAISED TO DIFFERENT HEIGHTS ACCORDING TO OUR NEEDS. THE PROPS ON THE OTHER HAND ARE PRESENT TO SUPPORT THE FRAMED BODY OF THE SHIPS. THE METAL POLES ARE USED AT THE PERIPHERY OF THE DECK AS THEY HAVE MORE STRENGTH AS COMPARED TO WOOD. THESE POLES ARE FIXED INTO THE GROUND TO PREVENT ANY DISPLACEMENT. THE SURPLUS REMAINING FROM THE PREVIOUS BATCH OF SHIP BUILDING IS USED TO CUT ANY EXTRA COSTS.

ARCHITECTURAL DESIGN | SEM 02

ORU URU

RIBS RIBS ARE SYMMETRICAL ON EITHER SIDE OF THE KEEL THE RIBS ARE COMPOSED OF 3 SECTIONS (THE LOWER ONE IS LOCALLY CALLED MANIKAL AND THE UPPER TWO ARE CALLED "CHAUTAKAAL") SO THAT THE GRAIN OF THE WOOD CAN FOLLOW THE CURVE OF THE FRAME THE 3 SECTIONS TOGETHER FORM A TEMPLATE WHICH IS LOCALLY CALLED "KAAL". THE WOOD USED FOR MAKING THE TEMPLATES COMES FROM A TREE LOCALLY KNOWN AS "AYANI ANJALI" THE RIBS FORM THE FRAMEWORK OVER WHICH THE PLANKS ARE LAID THE SHAPE OF THE RIBS IS DECIDED BY THE MASTER MISTRY ON THE BASIS OF THE WATERLINE LEVEL. DURING CONSTRUCTION THEIR EXPERIENCE ACTS AS A GUIDE FOR THEM THE RIBS ARE BOLTED TO PODHI WHÍCH IS LAID OVER THE KEEL. THERE ARE TWO TYPES OF JOINE RIES THAT ARE USED ALTERNATELY WITH VOIDS IN THEM; ONE HAS 1 VOID WHILE THE OTHER HAS 2 VOIDS THEY DIRECT THE FLOW OF WATER KEEPING IT AWAY FROM THE NUTS

106

107

URU PLAN THE FLOOR IS MADE UP OF WOODEN PLANKS LAID OVER BIG 'I'- SECTIONS WHICH ARE UNDER BOTH COMPRESSION AND TENSION. SINCE THE URU HAS A DOUBLY CURVED SURFACE, PLAN TAPERS AT THE EDGES THE RAILINGS ON THE DECK HAVE V-JOINTS. THERE IS A RAISED PLATFORM AT THE BACK OF THE DECK WHERE GROOVES ARE. LEFT SO THAT A PREFABRICATED CABIN ACCORDING TO THE CLIENT'S WISH IS

ARCHITECTURAL DESIGN | SEM 02

ORU URU

FITTED. FOR ANCHORING THERE ARE TWO SLANTED AND ONE HORIZONTAL CYLINDER PRESENT. THE FLOORING RIGHT NOW HAS GAPS AND CREVICES WHICH WILL BE COVERED, BY ANOTHER LAYER OF PLANKS. THE SHED OVER THE URU IS MADE UP OF THICK TARPAULIN STRECHED OVER NUMEROUS NYLONI ROPES TIED WITH METAL POLES IT PROTECTS THE SHIP FROM DUST, WIND AND RAIN.

108

109

ARCHITECTURAL DESIGN | SEM 02

ORU URU

PLANKS PLAN THE PLANKS ARE OVERLAID ON THE RIBS. MALAYSIAN TEAK IS USED FOR MAKING THEM SINCE THEY HAVE A SMOOTH FINISH AND ALSO BECAUSE THE NILAMBUR WOOD USED BEFORE HAS NOW BECOME RARE, MAKING IT EXPENSIVE. THE PLANKS HAVE GAPS CURRENTLY SO THAT THE WOOD GETS SE ASONED. WHILE LAYING THE PLANKS CUTTING THEM INTO PIECES IS NOT PREFERRED THE PLANKS ARE CONN- ECTED TO THE RIBS WITH NUT AND BOLT JOINERIES THAT ARE PRESENT ON ALTERNATE RIBS IN STAGGERED.WHEN ALL THE PLANKS ARE LAID, THE SMALL GAPS ARE FILLED WITH COTTON WHICH ACT AS A WATERPROOFING MATERIAL.

110

111

SPACE BUBBLE IN THE SHIP BUILDING NUMEROUS ACTIVITIES START HAPPENING FROM THE TIME THE SHIP STARTS BEING BUILT AND FURTHER, AFTER THE SHIP HAS BEEN MADE. AS THE FORM OF THE URU COMES INTO BEING. THE SPACE BUBBLES BESIDES BEING CONTROLLED BY THE ACTIVITIES, CONTRACT AND EXPAND DEPENDING ON WHERE OR OVER WHERE THE ACTIVITY TAKES PLACE EVEN THE SCAFFOLDINGS OVER AND AROUND URU INFLUENCE THE WAY SPACE BUBBLES CHANGE WHILE A PERSON WALKS. IF THE FORM OF THE SHIP IS REMOVED BUT THE SPACE BUBBLES KEPT WHERE AND HOW THEY WERE, THEY WOULD EVEN THEN DEFINE IT. THESE SPACE BUBBLES CHANGE AS A PERSON MOVES ENCLOSING THE MINIMUM VOLUME REQUIRED TO DO DIFFERENT ACTIVITIES THE WAY THE SHIP IS DESIGNED IN TERMS OF SPACE ALSO INFLUENCES THE SPACE BUBBLE DEPENDING ON WHERE THE PERSON ÍS.

ARCHITECTURAL DESIGN | SEM 02

ORU URU

ISOMETRIC VIEW OF URU

THE RIBS AT THE FRONT ARE SLIGHTLY TWISTED IN COMPARISON TO THE OUTER RIBS SO THAT THE SHIP CUTS THROUGH THE WATER EASILY WHILE IT'S MOVING I.E. STREAMLINING. THE CURVATURE OF THE SHIP IS DIFFERENT ALL ALONG THE KEEL AS THE RIBS ARE MADE ACCORDING TO THE WATERLEVELS. THE WATERLEVEL AT THE STERN IS HIGHER THAN THAT AT THE BOW OF THE SHIP.

URU IS A TYPE OF DHOW. A DHOW IS A LATEEN RIGGED SHIP WITH ONE OR TWO MASTS USED IN ARABIAN REGIONS. EARLIER, A SETTEE SAIL WAS USED IN URU. A SETTE SAIL IS THE LATEEN SAIL WITH THE FRONT CORNER CUT-OFF URU IS ALSO KNOWN AS JALBOOTH, MACHCHUA, MARKAB, SAFÍÍ NAH

112

113

STAGE OF SHIP BUILDING ARCHITECTURAL DESIGN | SEM 02

ORU URU

RIBS RIBS ARE SYMMETRICAL ON EITHER SIDE OF THE KEEL THE RIBS ARE COMPOSED OF 3 SECTIONS (THE LOWER ONE IS LOCALLY CALLED MANIKAL AND THE UPPER TWO ARE CALLED "CHAUTAKAAL") SO THAT THE GRAIN OF THE WOOD CAN FOLLOW THE CURVE OF THE FRAME THE 3 SECTIONS TOGETHER FORM A TEMPLATE WHICH IS LOCALLY CALLED "KAAL". THE WOOD USED FOR MAKING THE TEMPLATES COMES FROM A TREE LOCALLY KNOWN AS "AYANI ANJALI" THE RIBS FORM THE FRAMEWORK OVER WHICH THE PLANKS ARE LAID THE SHAPE OF THE RIBS IS DECIDED BY THE MASTER MISTRY ON THE BASIS OF THE WATERLINE LEVEL. DURING CONSTRUCTION THEIR EXPERIENCE ACTS AS A GUIDE FOR THEM THE RIBS ARE BOLTED TO PODHI WHÍCH IS LAID OVER THE KEEL. THERE ARE TWO TYPES OF JOINE RIES THAT ARE USED ALTERNATELY WITH VOIDS IN THEM; ONE HAS 1 VOID WHILE THE OTHER HAS 2 VOIDS THEY DIRECT THE FLOW OF WATER KEEPING IT AWAY FROM THE NUTS RIBS ARE SYMMETRICAL ON EITHER SIDE OF THE KEEL THE RIBS ARE COMPOSED OF 3 SECTIONS (THE LOWER ONE IS LOCALLY CALLED MANIKAL AND THE UPPER TWO ARE CALLED "CHAUTAKAAL") SO THAT THE GRAIN OF THE WOOD CAN FOLLOW THE CURVE OF THE FRAME THE 3 SECTIONS TOGETH- ER FORM A TEMPLATE WHICH IS LOCALLY CALLED "KAAL". THE WOOD USED FOR MAKING THE TEM- PLATES COMES FROM A TREE LOCALLY KNOWN AS AYANI ANJALI". THE RIBS FORM THE..

FRAMEWORK OVER WHICH THE PLANKS ARE LAID THE SHAPE OF THE RIBS IS DECIDED BY THE MASTER MISTRY ON THE BASIS OF THE WATERLINE LEVEL. DURING CONSTRUCTION THEIR EXPERIENCE ACTS AS A GUIPE FOR THEM THE RIBS ARE BOLTED TO PODHI WHICH IS LAID OVER THE KEEL.

THERE ARE TWO TYPES OF JOINERIES THAT ARE USED ALTERNATELY WITH VOIDS IN THEM, ONE CHAS I VOID WHILE THE OTHER HAS 2 yOuds THEY DIRECT THE FLOW OF WATER KEEPING IT AWAY FROM THE NUTS

114

115

ARCHITECTURAL DESIGN | SEM 02

ORU URU

DESIGN & ARCHITECTURE

DESIGN AND ARCHITECTURE: THE DESIGN OF THE URU IS WELL-SUITED FOR NAVIGATING COASTAL WATERS AND IS ADAPTED TO THE REGION'S SPECIFIC ENVIRONMENTAL CONDITIONS. THE SHAPE OF THE HULL, SIZE OF THE SAILS, AND OTHER DESIGN ELEMENTS CONTRIBUTE TO THE BOAT'S EFFICIENCY.

116

117

ARTISANAL SKILL's BUILDING AN URU REQUIRES SKILLED ARTISANS WHO ARE KNOWLEDGEABLE ABOUT WOODWORKING AND BOATBUILDING. THESE SKILLS ARE OFTEN PASSED DOWN THROUGH GENERATIONS WITHIN FAMILIES OR COMMUNITIES.

ARCHITECTURAL DESIGN | SEM 02

ORU URU

THE CONSTRUCTION OF THE URU CARRIES PROFOUND CULTURAL AND HISTORICAL SIGNIFICANCE, SERVING AS A CORNERSTONE OF KERALA'S MARITIME HERITAGE AND SHOWCASING THE INTRICATE CRAFTSMANSHIP OF LOCAL COMMUNITIES. ACHIEVING GLOBAL RECOGNITION FOR ITS DISTINCTIVE DESIGN AND UTILITY, SOME URU SHIPS HAVE BEEN COMMISSIONED FOR USE IN VARIOUS PARTS OF THE WORLD. TODAY, URU SHIPBUILDING HAS EVOLVED INTO A CAPTIVATING TOURIST ATTRACTION IN BEYPORE, WHERE VISITORS CAN MARVEL AT THE CRAFTSMANSHIP, DELVE INTO THE HISTORY OF THESE TRADITIONAL VESSELS, AND CONTRIBUTE TO ONGOING EFFORTS TO PRESERVE AND PROMOTE THIS UNIQUE MARITIME ART. THE URU SHIP, THUS, STANDS AS A LIVING TESTAMENT TO THE REGION'S RICH MARITIME LEGACY, SEAMLESSLY BLENDING PRACTICAL FUNCTIONALITY WITH ENDURING CULTURAL IMPORTANCE.

118

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CONTACT DETAIL's

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