Architecture Portfolio - Yukta Karanjkar by YUKTA KARANJKAR

portfolio portfolio

Yukta Jagdish Karanjkar

Skills

Drafting and Digital Modelling:

Rendering: Adobe CC: Microsoft office:

AutoCAD Sketchup Revit Rhino

Personal Information

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Education

Present May 2019 -

Yukta Jagdish Karanjkar

83789639980, 9420846872

yuktakaranjkar@gmail.com

7th February 2002

Plot no. 15, Near Jain mandir, Ganesh Nagar, Kathe Lane, Dwarka, Nasik, Maharashtra - 422011

Additional:

Competitions

Maharashtra pavilion

Lumion Twinmotion V-ray

Photoshop Indesign Illustrator

Powerpoint Word Excel

CorelDraw Figma

Traffic Management Mumbai Naka

Experience and Achievements

ISHRAE member (2021)

Architectural Acoustics (Sept- Nov 2020)

Engineering/Architectural Graphics - part I - Orthographic projection (Feb- Apr 2021)

Building Composites and Materials (Sept- Nov 2020)

May 2017 -

4th year, Maratha Vidya Prasarak Samajs’ College of Architecture, Nasik (CGPA - )

Ashoka Junior College, Wadala, Nashik (Grade 12th - 81%)

Ashoka Universal School, Wadala, Nashik (Grade 10th - 92%)

Contemporary Architecture and Design And Structure, Form, and Architecture: The Synergy (Sept- Nov 2020)

Interests

Sustainable Architecture

To learn new softwares

Web designing (UX/ UI)

2 Portfolio

Architect’s Residence 1 Transient Hotel 2 Housing 3 Working Drawings 4 Competitions 5 Contents 3 Portfolio

1 Residence

Location: Nashik, Maharashtra

Site Area: 1000 m2

Year: Second Year, Architectural Design

DESIGN BRIEF

A house is to be designed for an elite urban family in the city. The father is a working professional – an architect aged 45. The mother also works with him and both are in same profession. Their son is 15 years old while the younger daughter is 13 years old.

The parents have busy lifestyle due their demanding profession. They hardly find time on the weekdays for their kids. The grandfather is a retired commissioner of police. The grandfather lives a disciplined retired life with his exercise routine and diet. The grandmother has developed into a religious person post retirement and has a social life revolving around the same. They both are attached to their grandchildren.

The father and the daughter duo are into sports and love trekking and travelling. Outdoors is a place for them. The son is an avid reader like his mother. He is outspoken and has many friends. The mother loves to explore her culinary skills with her family in a relaxed frame of mind. This close knit family is introvert and loves to spend time with each other.

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GROUND FLOOR PLAN 5 Portfolio

The installation of skylights ensures an abundance of natural illumination into the interior spaces.

Skylights

Double height dining area

The presence of vertical voids not only provides a visual connection but also facilitates the stack effect , contributing to the control of the internal temperature.

Double height deoghar area

Visual connections throughout the common areas of the family domain, such as the dining, living, and kitchen spaces all amalgamated into one grand family hearth, is an ideal layout.

Diagram showing vertical voids and skylights

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FIRST FLOOR PLAN 8 Portfolio

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Informal living area Office workspace 10 Portfolio

Double height spaces

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Office courtyard

Landscaped backyard

FRONT ELEVATION

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Secondary entrance

Office informal workspace

NORTH ELEVATION 13 Portfolio

Landscaped front yard

2 Transient Hotel

Location: Kamothe, Navi Mumbai, Maharashtra

Site Area: 4.25 acres

Year: Third Year, Architectural Design

DESIGN BRIEF

The Government of Maharashtra has decided to develop a site for International Airport at Navi Mumbai.

Navi Mumbai International Airport (NMIA) is a Greenfield International Airport being built on the National Highway (NH) 4B near Panvel, approximately 35km from Mumbai’s existing Chhatrapati Shivaji International Airport.

This airport will be well connected to JNPT Port road, Mumbai – Pune highway making it the most favorable and convenient for everyone.

The proposal of the upcoming airport has given rise to the hospitality industry, thus studying the nearby vicinity a transient hotel is being proposed.

The design incorporates a grid of ten meters by ten meters.

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SITE PLAN 36mwide road 9mwide road Landscaped area Landscaped area Services Services Way to 2 and 4 wheeler parking Serviceentry Drop- off zone 4.5mwideserviceroadFlyoverBridge 15 Portfolio

In order to enhance the panoramic views of the surrounding hills from the hotel guest rooms, an L-shaped architectural design has been employed.

To establish a magnificent entrance plaza, an extruded blocks of an auditorium and café has been implemented.

In order to mitigate the Urban Heat Island phenomenon , a combination of landscaped areas and terraces have been incorporated.

The use of terraced gardens and a beautiful fountain at the drop-off plaza adds to the relaxing atmosphere.

Diagram showing the form evolution considering the views, hot and humid climate and functionality of the spaces

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The Outdoor cafe 18 Portfolio

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GROUND FLOOR PLAN

Reception and waiting

Front office area

Back office area

Cafes

FIRST FLOOR PLAN

All Day DIning area

Conference rooms

Pantry

SECOND FLOOR PLAN

Theme Restaurant Indoor Games area

Spa

Gymnasium

Swimming pool area

THIRD FLOOR PLAN

Auditorium

Green rooms

Meeting rooms

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The Infinity Edge Swimming Pool

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Terraces and green roofs reduce the heat gain and Urban Heat Island Effect.

Executive Suite - 6

Fire escape staircases-3

Twin bed rooms - 25

Presidential Suite - 6

Junior Suite - 8

King bed rooms - 20

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The Grand Entrance Plaza

The grand entrance and transitional space beneath the auditorium are particularly interesting and visually striking. The tree-like column in the transition space creates a unique focal point and enhances the sense of grandeur.

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Perspective Section

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3 Housing

Location: Gangapur Road, Nashik, Maharashtra

Site Area: 5 acres

Year: Fourth Year, Architectural Design

DESIGN BRIEF

Residential spaces play an important role in the success of any town and its inhabitants. They become the foundation to which those living and visiting in the area come together and communicate. Mass Housing is the necessity to accommodate today’s urban housing need considering rapid urban growth for future.

The major emphasis with this project is on Nashik Town and its culture and community, as well as giving the town a name for itself. This will be done by designing a space that will have the elements to bring a community together by embracing the culture and the history in the area, as well as giving the town the adequate amenities it needs to be successful.

By doing this, the community will have the right ingredients to get outside and enjoy multifunctional spaces nearby, instead of traveling in their vehicles outside of the town, and living in an unsustainable way.

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6m wide road throughout the site according to fire safety norms

Cascading water fountain

Palm Trees Plaza

Staggering Layout of the shops creating plazas which reduce the overcrowing on the main DP Gangapur road and makes the space interactive

Residential Zone

Amenities Zone

Commercial Zone Site Plan

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The commercial zone which has a staggered configuration in order to create plazas which reduces the pedestrian traffic on the main Gangapur road

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The amenities area acts as a buffer between the public commercial zone and the residential area. The ground floor of the amenities area comprise of a grand double height multipurpose hall , an area dedicated to the indoor games , a gymnasium , and a swimming pool of separate toddlers’ and adults’ pool.

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The Cascading Water Fountain 31 Portfolio

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The first floor of the amenities area comprise of a gazebo for yoga enthusiasts, an area for table tennis players, and a store room to keep the equipments.

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The Swimming Pool

Podium Level - 2

Podium Level - 1

Green podium Service Core Ground Floor Parking Column Grid Residential Blocks

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The Fountain Court 35 Portfolio

The residential zone, offering scenic views of the surrounding hills and the river Godavari passing within a kilometer of the site, is thoughtfully zoned. 3 BHK and 4 BHK

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2 BHK and 3 BHK

The residential area is a combination of 2 BHK and 3 BHK apartments, and a separate block for 3 BHK and 4 BHK units and duplexes, and penthouses on the top floors of each of the wings. There are a total of 200 tenements, each thoughtfully designed to ensure privacy and minimize disturbance from the neighbors by eliminating shared walls

2 BHK 3 BHK

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4 BHK

300x 750 HIGH PARAPET WALL 450 HIGH ALUMINIUM AND GLASS RAILING 1200 750x 750 PLANTER BOX PARAPET 200 THICK R.C.C. SLAB 450x 750 R.C.C. BEAM GEOTEXTILE SHEET GRASS & MULCH LAYER 100 MM THICK GRAVEL BED AS DRAINAGE LAYER ROOT BARRIER WATER-PROOFING MEMBRANE PLANTER

SITE SECTION 38 Portfolio

BOX DETAIL

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4 Working Drawings

SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 G+1 R.C.C. STRUCTURE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. LOAD BEARING STRUCTURE IS FOR GROUND TERRACE FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. BEARING CAPACITY OF SOIL= /SQ.FT 7. CONCRETE MIX SHOULD BE M-20 8. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. SPECIFICATION WORKING DRAWING-II REVISIONS 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES REVISION DATE DISCRIPTION NAME SUBJECT TITLE FOR MR. KEY PLAN SIGN STAIRCASE DETAILS 11/15 NORTH ROLL NO: NAME 30 YUKTA KARANJKAR C4 C5 C6 C12 C11 UP 1200 MID LANDING A A' 3 6 7 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 6 8 9 A B C D PLINTH LEVEL +750 MID LANDING LEVEL +2560 FIRST FLOOR LEVEL +4410 MID LANDING LEVEL +6160 LINTEL LEVEL +9950 ROOF SLAB LEVEL +10410 FREE STANDING WALL LEVEL +3900 TREAD = 300 RISER 150 100 THICK P.C.C FLOOR BASE 230×450 PLINTH BEAM 230×450 GROUND BEAM 200×250 CANTILEVERED BEAM FROM THE SHEAR WALL FOLDED PLATE STAIRS METAL LASER CUT JALI AS FACADE SCREENING SHEAR WALL 3 6 9 10 11 12 25 26 27 28 29 30 31 32 33 34 35 36 A B C D WATER TANK ABOVE LANDING 28 29 30 31 900 HIGH PARAPET WALL 45 DIA WALL MOUNTED HANDRAIL NOSING 150 300 25 THK SCREED 100 THK FOLDED PLATE TREAD RISER 25 THK GRANITE SHEAR WALL 45 DIA HANDRAIL SCREWED CONNECTOR HANDRAIL DETAIL AT X X X METAL LASER CUT JALI AS FACADE SCREENING PLAN AT GROUND FLOOR LEVEL SECTION AT A-A' METAL LASER CUT JALI AS FACADE SCREENING ELEVATION AT GROUND FLOOR LEVEL 45 DIA WALL MOUNTED HANDRAIL 45 DIA WALL MOUNTED HANDRAIL METAL LASER CUT JALI AS FACADE SCREENING SCHEDULE OF OPENING DOORS SCHEDULE OPENINGS SCHEDULE VENTILATORS SCHEDULE SYMB. SIZE LINTEL NO.S 2600 X 2400 1200 X 2100 800 X 2100 NO. NOS. NOS. D1 D2 D3 2400 2100 2100 SYMB. SIZE LINTEL NO.S SILL 2400 X 650 600 750 NO. NOS. V1 V2 3150 2100 2500 1350 900 X 2100 12 NOS. D4 2100 4830 X 650 NO. V3 3150 2500 LINTEL NO.S NOS. NOS. NOS. NOS. 3150 9500 3150 3150 SILL 450 450 000 000 SYMB. O1 O2 O3 O4 SIZE 2230 2700 3810 9050 2230 3150 2000 3150 NOS. 9500 000 O5 2600 3150 SCALE-1:2.5 SCALE-1:12.5 BRICK BAT MASONRY WALL 230 THICK R.C.C. LINTEL 150 THICK P.C.C. SILL BED 100 THICK 300 THICK BRICK BAT COBA WATERPROOFING TO P.C.C. FLOOR BASE P.C.C. FLOOR BASE 150 THICK FLUSHING CISTERN 300 x 450 CERAMIC TILE DADO 1000 2030 430 OVERHEAD SHOWER R.C.C. LINTEL 150 THICK TILE DROP FTS V1 1350 D3 R.C.C. SLAB 150 THICK MURUM FILLING EXCAVATION PIT STONE MASONRY FOR FOUNDATION 300 THICK D.R.P. (HARDCORE) SECTION Q-Q' A B SKIRTING 150 MM THICK P.C.C. BED GROUND LEVEL PRECAST CONCRETE COPING 100 THICK 500 BRICK BAT MASONRY PARAPET WALL 230 THICK 20 THICK CERAMIC FLOORING TILES 450X450 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:20 2BHK RESIDENCE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. LOAD BEARING STRUCTURE IS FOR GROUND TERRACE FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. BEARING CAPACITY OF SOIL= /SQ.FT 7. CONCRETE MIX SHOULD BE M-20 8. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. SPECIFICATION WORKING DRAWING-I REVISIONS 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES REVISION DATE DISCRIPTION NAME SUBJECT TITLE FOR MR. KEY PLAN SIGN 12/20 NORTH ROLL NO: NAME 30 NAME YUKTA KARANJKAR TOILET DETAILS 25 MM THICK FLOORING TILE 25 MM THICK SCREED CERAMIC EUROPEAN WATER CLOSET 65 THICK BRICK BAT COBA FOR WATERPROOFING METAL STRAP NAILED TO WALL PVC VENT COWL VENT PIPE 100 DIA. MEN WOMEN +/-0.0 F G H C19 C23 C21 C25 C20 C24 D2 D2 D4 D3 D3 D4 D3 D3 B B' 1200 1200 +/-0.0 2 4 5 7 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:25 G+1 R.C.C. STRUCTURE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. LOAD BEARING STRUCTURE IS FOR GROUND TERRACE FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. BEARING CAPACITY OF SOIL= /SQ.FT 7. CONCRETE MIX SHOULD BE M-20 8. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. SPECIFICATION WORKING DRAWING-II REVISIONS 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES REVISION DATE DISCRIPTION NAME SUBJECT TITLE FOR MR. KEY PLAN SIGN PUBLIC TOILET DETAIL 12/15 NORTH ROLL NO: NAME 30 YUKTA KARANJKAR F G H 3280 3610 3280 3610 COUNTER TOP WASH HAND BASIN DOWN-TAKE PIPE FROM W.C. 100 DIA. PVC WASTE WATER DOWN-TAKE PIPE FROM 100 DIA. PVC FLOOR TRAP 20 THICK CERAMIC FLOORING TILES 450×450 S.S. FLOOR DRAINER 100 DIA. ABLUTION FIXTURE BRICK BAT MASONRY WALL 230 THICK CERAMIC EUROPEAN WATER CLOSET IC GT NOTE: ALL THE DRAINAGE CONNECTIONS ARE SCHEMATIC SECTION B-B' IC GT V1 V1 V1 V1 V1 V1 A A' C C' 850 600 890 400 1195 400 900 1300 V1 V1 230 600 RING BEAM 230×600 RING BEAM D3 D3 DUCT DUCT 1750 G.L. 2 4 5 7 600 METAL STRAP NAILED TO WALL PVC VENT COWL VENT PIPE 100 DIA. METAL STRAP NAILED TO WALL PVC VENT COWL VENT PIPE 100 DIA. R.C.C. LINTEL 150 THICK P.C.C. SILL BED 100 THICK R.C.C. LINTEL 150 THICK P.C.C. SILL BED 100 THICK BRICK BAT MASONRY WALL 230 THICK BRICK BAT MASONRY WALL 230 THICK 300 THICK BRICK BAT COBA WATERPROOFING TO P.C.C. FLOOR BASE 18 THICK CERAMIC TILES 450X450 450×450 CERAMIC TILE DADO 65 THICK BRICK BAT COBA FOR WATERPROOFING BUND WALL 300 HIGH 300 450×450 CERAMIC TILE DADO 450×1100 HPL BOARDS AS PARTITIONS 450 1100 450×1100 HPL BOARDS AS PARTITIONS FLUSHING CISTERN CERAMIC EUROPEAN WATER CLOSET 2 3 4 FTS FTS FTS FTS SCHEDULE OF OPENING DOORS SCHEDULE OPENINGS SCHEDULE VENTILATORS SCHEDULE SYMB. SIZE LINTEL NO.S 2600 X 2400 1200 X 2100 800 X 2100 NO. NOS. NOS. D1 D2 D3 2400 2100 2100 SYMB. SIZE LINTEL NO.S SILL 2400 X 650 600 750 NO. NOS. V1 V2 3150 2100 2500 1350 900 X 2100 12 NOS. D4 2100 4830 X 650 NO. V3 3150 2500 LINTEL NO.S NOS. NOS. NOS. NOS. 3150 9500 3150 3150 SILL 450 450 000 000 SYMB. O1 O2 O3 O4 SIZE 2230 2700 3810 9050 2230 3150 2000 3150 NOS. 9500 000 O5 2600 3150 5200×3280 5200×3280 GT- GULLY TRAP FOR WASTE WATER IC INSPECTION CHAMBER DOWN-TAKE PIPE FROM W.C. 100 DIA. PVC WASTE WATER DOWN-TAKE PIPE FROM 100 DIA. PVC FLOOR TRAP FTS FTS 40 Portfolio

SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 G+1 R.C.C. STRUCTURE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. LOAD BEARING STRUCTURE IS FOR GROUND TERRACE FLOOR. 3. DISCREPANCY ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. BEARING CAPACITY OF SOIL= /SQ.FT 7. CONCRETE MIX SHOULD BE M-20 8. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. SPECIFICATION WORKING DRAWING-II REVISIONS ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. EXTERNAL DOUBLE COAT SAND FACED PLASTER. INTERNAL SINGLE COAT GYPSUM PLASTER. FLOORING AS PER GIVEN DETAIL. STAMP NOTES REVISION DATE DISCRIPTION NAME SUBJECT TITLE FOR MR. KEY PLAN SIGN GROUND FLOOR PLAN 4/15 NORTH ROLL NO: NAME 30 YUKTA KARANJKAR MEN WOMEN MENS' PRAYING AREA WOMENS' PRAYING AREA +/-0.0 +600 +600 +750 GROUND FLOOR PLAN B C D E F G H A 1 2 4 5 6 7 8 9 ABLUTION AREA SHOE SPACE C1 C2 C3 C4 C5 C7 C6 C8 C9 C13 C14 C18 C19 C23 C12 C11 C17 C16 C22 C21 C25 C15 C20 C24 C10 SCHEDULE OF OPENING DOORS SCHEDULE OPENINGS SCHEDULE VENTILATORS SCHEDULE SYMB. SIZE LINTEL NO.S 2600 2400 1200 2100 800 X 2100 NO. NOS. NOS. D1 D2 D3 2400 2100 2100 SYMB. SIZE LINTEL NO.S SILL 2400 X 650 600 X 750 NO. NOS. V1 V2 3150 2100 2500 1350 D3 D3 D3 D3 ENTRANCE PASSAGE 2000 2000 2852 1786 3465 2852 1786 3810 470 470 2230 470 6530 3230 B B' 7090 5140 3810 470 470 2230 470 3230 1200 7090 5140 1200 MID LANDING MID LANDING 16740 5140×7090 5140×7090 +750 +750 +750 +/-0.0 A A' 3588 2980 300 300 300 300 300 300 300 300 17 2600 2980 ENTRANCE PASSAGE 2600 2980 ABLUTION AREA SHOE SPACE 1 +115 C1,C8,C17,C18 2 +1545 C7,C9 3 +2966.67 C16 4 +3076.67 C2,C19,C25 5 +8360 C3,C10,C15,C20,C24 6 +13643.33 C4,C21,C23 7 +13753.33 C14 8 +15175 C6,C11 9 +16605 C5,C12,C13,C22 1200 1200 3280 3610 3280 3610 600 450 C1,C5 +225 B C2,C3,C4 +115 A C6,C7 +1655 C C8,C9,C10,C11,C12 +4505 D C25,C24,C23 +14075 G END FACE 14190 C17,C16,C15,C14,C13 +7205 E C18,C19,C20,C21,C22 +10545 F START FACE +/START FACE +/- 0 1490 900 X 2100 12 NOS. D4 2100 4830 X 650 NO. V3 3150 2500 LINTEL NO.S NOS. NOS. NOS. NOS. 3150 9500 3150 3150 SILL 450 450 000 000 SYMB. O1 O2 O3 O4 SIZE 2230 X 2700 3810 X 9050 2230 X 3150 2000 X 3150 100 1200 1500 METAL LASER CUT JALI AS FACADE SCREENING METAL LASER CUT JALI AS PARTITION METAL LASER CUT JALI AS FACADE SCREENING METAL LASER CUT JALI AS PARTITION NOS. 9500 000 O5 2600 X 3150 3588 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 G+1 R.C.C. STRUCTURE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. LOAD BEARING STRUCTURE IS FOR GROUND TERRACE FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. BEARING CAPACITY OF SOIL= /SQ.FT 7. CONCRETE MIX SHOULD BE M-20 8. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. SPECIFICATION WORKING DRAWING-II REVISIONS 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES REVISION DATE DISCRIPTION NAME SUBJECT TITLE FOR MR. KEY PLAN SIGN FIRST FLOOR PLAN 5/15 NORTH ROLL NO: NAME 30 YUKTA KARANJKAR FIRST FLOOR PLAN C D G H A 1 2 3 4 5 6 2000 2000 2852 1786 3465 2852 1786 DOWN DOWN 2230 WIDE PASSAGE 2600 3350 3350 2600 3350 2600 3350 2600 3350 2600 3350 2600 3350 2600 2600 50 50 50 50 50 50 50 EQ EQ EQ EQ 2600 4400 50 2600 4400 50 EQ EQ EQ EQ 2600 4400 50 PERSONAL PRAYER ROOM 2600 3350 PERSONAL PRAYER ROOM 2600 3350 PERSONAL PRAYER ROOM 2600 3350 PERSONAL PRAYER ROOM 2600 × 3350 PERSONAL PRAYER ROOM 2600 × 3350 PERSONAL PRAYER ROOM 2600 × 3350 PERSONAL PRAYER ROOM 2600 × 3350 PERSONAL PRAYER ROOM 2600 × 3350 PERSONAL PRAYER ROOM 2600 3350 PERSONAL PRAYER ROOM STAIRCASE 2400 WIDE STAIRCASE 2400 WIDE 2230 2230 A A' B B' 2230 WIDE PASSAGE 3810 470 470 2230 470 3230 3530 15 23 26 31 +3550 C19 C1 C2 C3 C4 C5 C7 C6 C8 C9 C13 C14 C18 C12 C11 C17 C16 C22 C21 C15 C20 C10 75 DIA. R.W.P. 75 DIA. R.W.P. 1 +115 C1,C8,C17,C18 2 +1545 C7,C9 3 +2966.67 C16 4 +3076.67 C2,C19,C25 5 +8360 C3,C10,C15,C20,C24 6 +13643.33 C4,C21,C23 7 +13753.33 C14 8 +15175 C6,C11 9 +16605 C5,C12,C13,C22 C1,C5 +225 B C2,C3,C4 +115 A C6,C7 +1655 C C8,C9,C10,C11,C12 +4505 D C25,C24,C23 +14075 G END FACE 14190 C17,C16,C15,C14,C13 +7205 E C18,C19,C20,C21,C22 +10545 F START FACE +/- 0 START FACE +/- 0 METAL LASER CUT JALI AS FACADE SCREENING METAL LASER CUT JALI AS METAL LASER CUT JALI AS FACADE SCREENING METAL LASER CUT JALI AS SCHEDULE OF OPENING DOORS SCHEDULE OPENINGS SCHEDULE VENTILATORS SCHEDULE SYMB. SIZE LINTEL NO.S 2600 X 2400 1200 X 2100 800 X 2100 NO. NOS. NOS. D1 D2 D3 2400 2100 2100 SYMB. SIZE LINTEL NO.S SILL 2400 X 650 600 750 NO. NOS. V1 V2 3150 2100 2500 1350 900 X 2100 12 NOS. D4 2100 4830 X 650 NO. V3 3150 2500 LINTEL NO.S NOS. NOS. NOS. NOS. 3150 9500 3150 3150 SILL 450 450 000 000 SYMB. O1 O2 O3 O4 SIZE 2230 2700 3810 9050 2230 3150 2000 3150 NOS. 9500 000 O5 2600 3150 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 G+1 R.C.C. STRUCTURE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. LOAD BEARING STRUCTURE IS FOR GROUND TERRACE FLOOR. 3. DISCREPANCY ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. BEARING CAPACITY OF SOIL= /SQ.FT 7. CONCRETE MIX SHOULD BE M-20 8. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. SPECIFICATION WORKING DRAWING-II REVISIONS ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. EXTERNAL DOUBLE COAT SAND FACED PLASTER. INTERNAL SINGLE COAT GYPSUM PLASTER. FLOORING AS PER GIVEN DETAIL. STAMP NOTES REVISION DATE DISCRIPTION NAME SUBJECT TITLE FOR MR. KEY PLAN SIGN TERRACE FLOOR PLAN 6/15 NORTH ROLL NO: NAME 30 YUKTA KARANJKAR TERRACE FLOOR PLAN 2602 5193 2602 5193 B C D E F G H A 3 7 LANDING MID LANDING A A' B B' DOWN DOWN 27 28 31 32 35 43 39 38 46 47 3810 470 470 2230 470 3230 3810 470 470 2230 470 3230 250 250 250 250 150 TERRACE FLOOR +7950 TERRACE FLOOR +7950 16740 37 27 28 32 35 43 39 38 46 47 37 +3550 C1 C2 C3 C4 C5 C7 C6 C8 C9 C13 C14 C18 C19 C12 C11 C17 C16 C22 C21 C15 C20 C10 75 DIA. R.W.P. MID LANDING LANDING 75 DIA. R.W.P. 75 DIA. R.W.P. 10380 8145 5193 7200 2952 1402 3080 10380 8145 5193 7200 2952 3080 1402 3320 3320 75 DIA. R.W.P. 1 +115 C1,C8,C17,C18 2 +1545 C7,C9 3 +2966.67 C16 4 +3076.67 C2,C19,C25 5 +8360 C3,C10,C15,C20,C24 6 +13643.33 C4,C21,C23 7 +13753.33 C14 8 +15175 C6,C11 9 +16605 C5,C12,C13,C22 C1,C5 +225 B C2,C3,C4 +115 A C6,C7 +1655 C C8,C9,C10,C11,C12 +4505 D C25,C24,C23 +14075 G END FACE 14190 C17,C16,C15,C14,C13 +7205 E C18,C19,C20,C21,C22 +10545 F START FACE +/- 0 START FACE +/FACADE SCREENING METAL LASER CUT JALI AS FACADE SCREENING FACADE SCREENING METAL LASER CUT JALI AS FACADE SCREENING SCHEDULE OF OPENING DOORS SCHEDULE OPENINGS SCHEDULE VENTILATORS SCHEDULE SYMB. SIZE LINTEL NO.S 2600 2400 1200 2100 800 X 2100 NO. NOS. NOS. D1 D2 D3 2400 2100 2100 SYMB. SIZE LINTEL NO.S SILL 2400 X 650 600 X 750 NO. NOS. V1 V2 3150 2100 2500 1350 900 X 2100 12 NOS. D4 2100 4830 X 650 NO. V3 3150 2500 LINTEL NO.S NOS. NOS. NOS. NOS. 3150 9500 3150 3150 SILL 450 450 000 000 SYMB. O1 O2 O3 O4 SIZE 2230 X 2700 3810 X 9050 2230 X 3150 2000 X 3150 NOS. 9500 000 O5 2600 X 3150 SECTION THROUGH

PLINTH LEVEL +750 MID LANDING LEVEL +2600 FIRST FLOOR LEVEL +4400 MID LANDING LEVEL +6200 LINTEL LEVEL +10000 OVERHEAD WATER TANK +10450 BUND WALL LEVEL +12850 FREE STANDING WALL LEVEL +3900 PLINTH LEVEL +600 LINTEL LEVEL +2700 ROOF LEVEL +3510 BUND WALL LEVEL +3810 SHEET NO. MVP'S SPCOA, NASHIK THIRD YEAR B. ARCH. SCALE 1:50 G+1 R.C.C. STRUCTURE 1. ALL DIMENSION ARE IN METRIC UNITS AND ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED EVERYWHERE. 2. LOAD BEARING STRUCTURE IS FOR GROUND TERRACE FLOOR. 3. DISCREPANCY IF ANY SHOULD BE BROUGHT TO THE NOTICE OF AN ARCHITECT PRIOR TO EXECUTION. 4. EXCAVATION AND MASONRY WORK SHOULD NOT BE EXECUTED PRIOR TO THE CHECKING OF AN ARCHITECT. 5. LOCATION AND SITTING OF THE BUILDING SHOULD BE CHECKED BY AN ARCHITECT. 6. BEARING CAPACITY OF SOIL= /SQ.FT 7. CONCRETE MIX SHOULD BE M-20 8. REINFORCEMENT SHOULD BE SHOWN TO CONSULTING ENGINEER. SPECIFICATION WORKING DRAWING-II REVISIONS 1. ALL WALLS ARE OF 230MM THICK BURN BRICK MASONARY. 2. EXTERNAL DOUBLE COAT SAND FACED PLASTER. 3. INTERNAL SINGLE COAT GYPSUM PLASTER. 4. FLOORING AS PER GIVEN DETAIL. STAMP NOTES REVISION DATE DISCRIPTION NAME SUBJECT TITLE FOR MR. KEY PLAN SIGN SETTING OUT PLAN 7/15 NORTH ROLL NO: NAME 30 YUKTA KARANJKAR PERSONAL PRAYER ROOM ABLUTION AREA WOMENS' PRAYING AREA VENTILATOR LINTEL LEVEL +7500 VENTILATOR SILL LEVEL +6850 +4360 TERRACE FLOOR PLINTH LEVEL +750 TREAD = 300 RISER 150 230 450 R.C.C.BEAM 140 THICK PARAPET WALL OVERHEAD WATER TANK WATERPROOFING LAYER 750 WIDE MILD STEEL LADDER 75 THICK BRICK BAT COBA WATER PROOFING SLOPE 1:70 TOP HUNG VENTILATOR 230 THICK BRICK WALL BOARD PARTITION WITH WATERPROOFING LAYER 150 THICK R.C.C. SLAB 150 THICK R.C.C. SLAB 100 THICK P.C.C FLOOR BASE 230 450 PLINTH BEAM FLOOR BASE 3600 METAL LASER CUT JALI AS FACADE SCREENING SHEAR WALL 11 35 100 THICK GLASS WOOL RAILING SCHEDULE OF OPENING DOORS SCHEDULE OPENINGS SCHEDULE VENTILATORS SCHEDULE SYMB. SIZE LINTEL NO.S 2600 X 2400 1200 X 2100 800 X 2100 NO. NOS. NOS. D1 D2 D3 2400 2100 2100 SYMB. SIZE LINTEL NO.S SILL 2400 X 650 600 750 NO. NOS. V1 V2 3150 2100 2500 1350 900 X 2100 12 NOS. D4 2100 4830 X 650 NO. V3 3150 2500 LINTEL NO.S NOS. NOS. NOS. NOS. 3150 9500 3150 3150 SILL 450 450 000 000 SYMB. O1 O2 O3 O4 SIZE 2230 2700 3810 9050 2230 3150 2000 3150 NOS. 9500 000 O5 2600 3150 SKIRTING 25 THICK SCREED 25 THICK FLOOR TILES 25 THICK FLOOR TILES TERRACE FLOOR LEVEL +7950 PARAPET WALL LEVEL +8950 FREE STANDING WALL 150 THK R.C.C. SLAB BASE SUPPORT FREE STANDING WALL SUPPORT DETAIL 41 Portfolio

STAIRCASE

SWIMMING POOL

BALANCING TANK FRESH WATER TANK PUMP PUMP TOWARDS DRAIN FILTERATION UNITS OUT (CLEAN WATER) DISINFECTION -CLORINATION -UV -OZONE INLET SURFLOW CHANNELS SURFLOW NOZZLES 900mm C/C SUMP SUMP OVERFLOW CHANNEL MNIMUM TWO SUMP SHOULD BE PROVIDED TOWARDS DRAIN/ DISPOSAL AS PER GUIDELINES SCREEN TO REMOVE FLOATING DIRT/ LEAVES WATER CIRCULATION IN POOLS SWIMMING POOL DRAIN LINES m m 1 2 1 2 250 1000 250 500 250 1000 25000 25000 250 500 250 1000 2000 13000 15000 DIMENSIONAL DETAIL OF MARKINGS IN PLAN 500 300 150 150 R.C.C. WALL AS PER CONSULTANT GLASS MOSIAC TILE 3 TO 4 MM GRATING DECK TERATMENT GLAZED TILES 3 TO 4 MM TILE BACKING IN CEMENT 3 TO 4 MM 25MM THICK PLASTER SHAHABAD STONE FOR WATERPROOFING DECK LEVEL WATER LEVEL R.C.C. OVERFLOW GUTTER UNDER WATER LIGHITING FIXTURE HANDRAIL DETAIL 700 CONNECTION FORM THE SWITCH BOARD SCALE- 1:10 2500 100 100 DIMENSIONAL DETAIL OF MARKINGS IN SECTION

NAME: YUKTA J. KARANJKAR SUBJECT: ABCS YEAR: IV SIGN MVP, COA, NASIK DIVISION: A ROLL NO.: 29 STAMP Timing System automated timing system with independent timers timing walk-on time, deck movement time and overall time. The timers should be placed close to the result secretariat. Under water review system Underwater camera required with mounting and harness the wall bottom depending on the type The system must have video server computer control centre with data storage with the capacity for immediate slow motion replay. monitor for the TASC perform immediate reviews must be available. Under water review system Underwater camera required with mounting and harness the wall bottom depending on the type The system must have video server computer control centre with data storage with the capacity for immediate slow motion replay. monitor for the TASC perform immediate reviews must be available. AUDIENCE SEATING AUDIENCE SEATING SECTION AT PLAN OF COMPETITION POOL DIVING POOL GYM CAFE FILTER ROOM BALANCING TANK AREA BACK OFFICE AREA A A B B FILTER ROOM BALANCING TANK AREA COMPETITION POOL ACCORDING TO FINA GUIDELINES

NAME: YUKTA J. KARANJKAR SUBJECT: ABCS YEAR: IV SIGN MVP, COA, NASIK DIVISION: A ROLL NO.: 29 STAMP RAMP FOR FOUR WHEELER B A B A C C 48.85 43 BASEMENT 2 PLAN BUILDING PROFILE RAMP FOR TWO WHEELERS RAMP FOR FOUR WHEELERS BASEMENT 1 PLAN B A B A TWO WHEELER PARKING C C LEGEND BUILDING PROFILE VEHICULAR CIRCUALTION DIRECTION 4.4 2.5 SKYLIGHTS FOR NATURAL LIGHTS SLOPE DIRECTION DG SET, TRANSFORMER GAS BANK SERVICE ROAD 4.5m OVER HEAD BRIDGE 36 M WIDE ROAD 113.5 SITE PLAN STP AREA 4.25 ACRE N 150.62 113.18 132.62 MAIN ENTRY WIDERO SERVICE ENTRY NOTES: 1. TOTAL NUMBER OF FOUR WHEELERS ON BASEMENT 1:- 77 (5 m 2.5 m) 2. TOTAL NUMBER OF TWO WHEELER ON BASEMENT 1:- 100 (2 m 1 m) 3. PROVISION FOR ELECTRIC VEHICALS' CHARGING(B1):4 WHEELER (21 OUT OF 77) 2 WHEELER (20 OUT OF 100) 4. TOTAL NUMBER OF FOUR WHEELERS ON BASEMENT 2:- 77 (5 m X 2.5 m) 5. TOTAL NUMBER OF TWO WHEELER ON BASEMENT 2:6. PROVISION FOR ELECTRIC VEHICALS' CHARGING(B2) :- WHEELER (21 OUT OF 77) 7. GRADIENT FOR FLOOR DRAINAGE: IN 100 8. GRADIENT FOR RAMPS: IN 10 MULTI-BASEMENT NAME: YUKTA J. KARANJKAR SUBJECT: A.B.C.S. YEAR: IV SIGN M.V.P, C.O.A, NASIK DIVISION: A ROLL NO.: 29 STAMP BUILDING PROFILE RAMP FOR TWO WHEELERS RAMP FOR FOUR WHEELERS TWO WHEELER PARKING BASEMENT 1 PLAN B A B A C C LIGHITING LAYOUT BUILDING PROFILE RAMP FOR TWO WHEELERS RAMP FOR FOUR WHEELERS BASEMENT 1 PLAN B A B A TWO WHEELER PARKING C C HVAC LAYOUT RAMP FOR TWO WHEELERS RAMP FOR FOUR WHEELERS TWO WHEELER PARKING 48.85 BUILDING PROFILE BASEMENT 1 PLAN B A B A C C FIRE FIGHITING LAYOUT INTERMEDIATE PIPES 75MM DIA SPRINKLER HEAD HOSE REEL LEGEND FIRE EXTINGUISHER AND SAND BUCKET MAIN PIPES 100MM DIA END PIPES 30MM DIA EXHAUST AIR DUCTS SUPPLY AIR DUCTS BUILDING PROFILE ELECTRIC VEHICLE PARKING AREA VEHICULAR CIRCUALTION DIRECTION 4.4 2.5 M SKYLIGHTS FOR NATURAL LIGHTS 24 WATT TUBELIGHT SLAB HUNG WIRES/ CONNECTIONS NOTES: 1. 2 FIRE STAIRCASE WITHIN 30M, IT SHOULD EXIT OF GROUND FLOOR ONLY. 2. FIRE STAIRCASE SHOULD BE LOCATED OF OUTSIDE FACADE OF BUILDING. 3. FIRE EXTINGUISHER, SAND BUCKET, HOSE REELS SHOULD BE PROPERLY PLACED. 4. PROVISION FOR ELECTRIC VEHICALS' CHARGING 4 WHEELER (21 OUT OF 77) 2 WHEELER (20 OUT OF 100) MULTI-BASEMENT NAME: YUKTA J. KARANJKAR SUBJECT: A.B.C.S. YEAR: IV SIGN M.V.P, C.O.A, NASIK DIVISION: A ROLL NO.: 29 STAMP 42 Portfolio