Architecture Portfolio by Anjali Santhosh

SANTHOSH PORTFOLIO

ANJALI

Bachelor

Architecture 2017 - 2022

Intra city Bus Terminal Speciality Hospital Facade Design 01 02 03 04 05 Internship works INDEX

INTRA CITY BUS TERMINAL

Transit utilities of the city are one of the most important and vital spaces. It creates the gateway for the flow of the masses to the city and creates interaction between towns and settlements. A smooth and easy transit system can open up avenues for the future development of the city.

project 01 project 01 01

OBJECTIVES: Reduce travel time

To provide private vehicular parking facilities

Safe and secure open spaces

Shopping area to improve commercial activities

AIM:

The goal is to reduce the time lost between different transportation modes by introducing a bus station with commercial activities that in turn can boost the economy.

SITE PLAN

INTRA CITY BUS TERMINAL SCALE: 1:500

SPACES NUMBER

DEPARTURE 18

ARRIVAL 6 BUS PARKING 36 2-WHEELER PARKING 300 4 WHEELER PARKING 250 3 LAYERED)

3 WHEELER PARKING 90

TAXI 128

• DEPARTURE – EASY ACCESSIBILITY FROM PVT PARKING AND UNLOADING TERMINAL

SERVICE STATION AND BUS STAFF REST AREAS POSITIONED TO HAVE EASY ACCESS BY MAINTAINING THE DRIVE -IN FACILITY

TERMINAL 1 ARRIVAL (DROPOFF)

TERMINAL 2 DEPARTURE (PICKUP)

GREEN SPACES INTERIOR ROADS

BUS PARKING AND SERVICE STATIONS

AWAY FROM THE INNER PATH (COMMUTERS) – CREATING A SAFE INNER AREA FOR COMMUTER MOVEMENT

TAXI STAND, NEXT TO ARRIVAL- EASY ACCESSIBILITY

ARRIVAL - EASY FOR BUS ENTERING FROM THE HIGHWAY

PVT VEHICULAR PARKING IS PROVIDED IN THE CENTRE – EASY ACCESS FROM BOTH LOADING AND UNLOADING TERMINALS ALSO WALKABILITY OF THE PASSENGERS IS REDUCED TO THE INNER CIRCLE

SHOPPING COMPLEX – PASSANGERS, MOVEMENT HAPPENS THROUGH THE COMPLEX DUE TO ITS POSITION BETWEEN THE LOADING AND UNLOADING BAY, RESULTS IN ENHANCED ECONOMIC ACTIVITIES

DEPARTURE 2300MSQ SPACES

1. SHOPS- 22 – 14MSQ

2. CLOAK ROOM- 16MSQ

3. MAIL ROOM- 12MSQ

4. RESTAURANT- 2( CAPACITY 30)

5. TOILET -12 EACH

6. FEEDING ROOM- 20MSQ

7. TRANSPORT OFFICE- 14MSQ

8. TOURISM OFFICE- 14MSQ

9. DRIVER’S CABIN-35MSQ

10. BUS BAY- 18- 16X5M ATM

WATER COOLER

DEPARTURE TERMINAL ELEVATION

TRUSS GRID LAYOUT

DEPARTURE TERMINAL SIDE SECTION

• POLYCARBONATE SHEET

1. TRANSPARENT

2. LIGHT WEIGHT

• WOODEN PERFORATED ROOF

1. LETS IN FILTERED LIGHT

2. VERNACULAR CONCEPT

ROOFING SHOPS SHOP LAYOUT

SPACES

1. SHOPS- 4X4M – 16

2. SHOPS- 6X4M -10

3. SEATING -50

4. UNLOADING -35MSQ

5. WASH – 10NOS

6. TOILET- 12EACH

7. CAFÉ – 7X 5M- 4 EACH

8. ENTRY/EXIT

9. 9. LIFT

INTERIOR SHOPS

INTERIOR SEATING

Wind moving from SE to NW gets directed inside due to the curved nature and jail patterns letting in the air movement inside the complex

SHOPPING COMPLEX SECTIONAL ELEVATION

• Sun light is filtered by the perforated roof and jaali walls

Food court shops Main entry Toilet Lift Cafe Cafe Polycarbonate sheet 8.45m Middle seating False ceiling 4m

SECTION AA’

EXISTING BUS TERMINAL AT THRIPUNITHRA ROAD NETWORKS AND EXISTING BUS TERMINAL AT THRIPUNITHRA

AIM: TO GET THE AVERAGE NUMBER OF BUS AND AUTO COMMUTERS PER DAY

OBJECTIVE: TO PROPOSE EXPECTED COMMUTERS NUMBER FOR THE NEW TERMINAL

AIM: TO GET THE AVERAGE NUMBER OF BUS AND AUTO COMMUTERS PER DAY OBJECTIVE: TO PROPOSE EXPECTED COMMUTERS NUMBER FOR THE NEW TERMINAL

EXPECTED

WITH A TOTAL OF 90 AUTOS IT WAS OBSERVED- OVER 59% AUTOS DID’NT START OFF THE JOURNEY FROM THE STAND

WITH A TOTAL OF 90 AUTOS IT WAS OBSERVED- OVER 59%

AUTOS DID’NT START OFF THE JOURNEY FROM THE STAND

AUTOS FROM NEARBY LOCALITIES PARK IN THE STAND

• NUMBER OF PASSENGER PER BUS IS OBSERVED AT 4 DIFFERENT SLOTS TO GET AVARAGE PASSENGER IN EACH BUS IN FOUR CATAGORRIES AS SHOWED IN GRAPH 2.2

• NUMBER OF PASSENGER PER BUS IS OBSERVED AT 4 DIFFERENT SLOTS TO GET AVARAGE PASSENGER IN EACH BUS IN FOUR CATAGORRIES AS SHOWED IN GRAPH

EXPECTED

WITH A TOTAL OF 90 AUTOS IT WAS OBSERVED- OVER 59% AUTOS DID’NT START OFF THE JOURNEY FROM THE STAND

AUTOS FROM NEARBY LOCALITIES PARK IN THE STAND

ADDITION OF AUTOS NOT ONLY HELP THE COMMUTERS BUT ALSO NON COMMUTERS IN THE NEABY LOCALITIES

COMMUTER NUMBER IS CALCULATED BASED ON BUS ENTERING( FIG 2.10 X FIG 2.11) AND AVG PASSENGER NUMBER ( 50,000 COMMUTERS PER DAY)

BUS

FIG

COMMUTER NUMBER IS CALCULATED BASED ON BUS ENTERING( FIG 2.10 X FIG 2.11) AND AVG PASSENGER NUMBER ( 50,000 COMMUTERS PER DAY)

COMMUTER NUMBER IS CALCULATED BASED ON BUS ENTERING( FIG 2.10 X FIG 2.11) AND AVG PASSENGER NUMBER ( 50 000 COMMUTERS PER DAY)

COMMUTER NUMBER IS CALCULATED BASED ON BUS ENTERING( FIG 2.10 X FIG 2.11) AND AVG PASSENGER NUMBER ( 50,000 COMMUTERS PER DAY)

56.56% IINCREASE IN POPULATION

SURVEY 0 10 20 30 40 50 60 70 80 90 6:00-11:00 am 11:002:00pm 2:00 - 6:00 >6:00 com… 0 20 40 60 80 100 120 140 160 180 IN 1) 6:00- 11:00 am 2) 11:00 – 2:00 pm 3) 2:00 – 6:00 pm 4) >6:00 pm 0 10 20 30 40 50 1:30 2:30 PM 4:00 - 5:00 PM AUTO

EXPECTED

IN THE STAND AUTO EXITED WITH… FIG 2.8 SHOWING NUMBER OF AUTOS IN THE STAND TO NO OF AUTOS EXITED WITH PASSENGERS FIG 2.9, SHOWING AUTO COMMUTERS

2021 2031

FIG 2.10, SHOWING AUTO ROUTE INTENSITY IN 8KM RADIUS

0 5 10 15 20 25 30 35 40 Facility Preferences

FIG 2.1 HOURLY VARIATION OF BUS ENTERING THE TERMINAL FIG 2.2AVERAGE NUMBER OF PASSENGERS IN EACH 2.3FACILITIY PREFERENCES

2.2

0 2000 4000 6000 8000 10000 6-7am 7-8am 8-9am 9-10am 10-11am commuters Fig 2.4, 6:00- 11:00 am 0 1000 2000 3000 4000 5000 1000 1500 2000 2500 2-3pm 3-4pm 4-5pm 5-6pm commuters Fig 2.5, 2:00 – 6:00 pm 0 200 400 600 6-7 PM 7-8 PM 8-9PM commuters Fig 2.7 >6:00 pm 33,500 9000 6:00- 11:00 AM 56.56% IINCREASE IN COMMUTERS BY 2031 0 50,000 1,00,000 1,50,000 2,00,000 2021 2031 POPULATION COMMUTERS 0 200 400 600 800 2021 2031 BUS AUTO FIGURE 2.10 OF PARKING RATIO BUS 600 AUTO 90 COMMUTERS 1,20,000 PROPOSAL 46% 16% 15% 23% bus auto 2 wheeler car EXPECTED SURVEY 0 10 20 30 40 50 60 70 80 90 6:00-11:00 am 11:002:00pm 2:00 6:00 >6:00 com… 4000 6000 8000 10000 1000 1500 2000 2500 0 20 40 60 80 100 120 140 160 180 IN 1) 6:00- 11:00 am 2) 11:00 – 2:00 pm 3) 2:00 – 6:00 pm 4) >6:00 pm 0 10 20 30 40 50 8:30- 9:30 AM 1:30 2:30 PM 4:00 - 5:00 PM AUTO IN THE STAND AUTO EXITED WITH… FIG 2.8 SHOWING NUMBER OF

AUTOS IN THE STAND TO NO OF AUTOS EXITED WITH PASSENGERS

2021 39% 2031 61% 2021 2031 56.56% IINCREASE IN POPULATION 56.56% IINCREASE IN COMMUTERS BY 2031 50,000 1,00,000 1,50,000 2,00,000

FIG 2.9, SHOWING AUTO COMMUTERS FIG 2.10, SHOWING AUTO ROUTE INTENSITY IN 8KM RADIUS

0 5 10 15 20 25 30 35 40

FIG 2.1 HOURLY VARIATION OF BUS ENTERING THE TERMINAL

Facility Preferences

FIG 2.2AVERAGE NUMBER OF PASSENGERS IN EACH BUS FIG 2.3FACILITIY PREFERENCES

0 10 20 30 40 50 60 70 80 90 6:00-11:00 am 11:002:00pm 2:00 6:00 com… 10000 9-10am 10-11am commuters Fig 2.4, 6:00- 11:00 am 0 1000 2000 3000 4000 5000 11-12pm 12-1pm Fig 2.6, 11:00 0 500 1000 1500 2000 2500 2-3pm 3-4pm 4-5pm 5-6pm commuters Fig 2.5, 2:00 – 6:00 pm 400 600 6-7 PM 7-8 PM 8-9PM commuters Fig 2.7 >6:00 pm 33,500 9000 2000 1500 6:00- 11:00 AM 11:00 - 2:00PM 2:00- 6:00 PM >6:00 PM FIG 2.18, DAILY COMMUTER RANGE 2021 39% 2031 61% 2021 2031 56.56% IINCREASE IN POPULATION 56.56% IINCREASE IN COMMUTERS BY 2031 0 50,000 1,00,000 1,50,000 2,00,000 2021 2031 POPULATION COMMUTERS 0 200 400 600 800 2021 2031 BUS AUTO

0 5 10 15 20 25 30 35 40 Facility Preferences BUS 600 AUTO 90 COMMUTERS 1,20,000 PROPOSAL

FIG 2.10, SHOWING AUTO ROUTE INTENSITY IN 8KM RADIUS

2.2 HELP THE COMMUTERS BUT ALSO NON COMMUTERS IN THE NEABY LOCALITIES

FIG 2.2AVERAGE

NUMBER OF

PASSENGERS IN EACH BUS FIG 2.3FACILITIY PREFERENCES

0 6-7am 7-8am 8-9am 9-10am 10-11am commuters Fig 2.4, 6:00- 11:00 am 0 1000 2000 3000 4000 5000 11-12pm 12-1pm 1-2pm commuters Fig 2.6, 11:00 – 2:00 pm 0 2-3pm 3-4pm 4-5pm 5-6pm commuters Fig 2.5, 2:00 – 6:00 pm 0 200 400 600 6-7 PM 7-8 PM 8-9PM commuters Fig 2.7 >6:00 pm 33,500 9000 2000 1500 6:00- 11:00 AM 11:00 - 2:00PM 2:00- 6:00 PM >6:00 PM Average commuters FIG 2.18, DAILY COMMUTER RANGE 0 2021 2031 POPULATION COMMUTERS 0 200 400 600 800 2021 2031 BUS AUTO FIGURE 2.10 OF PARKING RATIO BUS 600 AUTO 90 COMMUTERS 1,20,000 PROPOSAL 46% 16% 15% 23% bus auto 2 wheeler car SURVEY

SURVEY 0 10 20 30 40 50 60 70 80 90 6:00-11:00 am 11:002:00pm 2:00 6:00 >6:00 com… 0 20 40 60 80 100 120 140 160 180 IN 1) 6:00- 11:00 am 2) 11:00 – 2:00 pm 3) 2:00 – 6:00 pm 4) >6:00 pm 0 10 20 30 40 50 8:30- 9:30 AM 1:30 2:30 PM 4:00 - 5:00 PM AUTO IN THE STAND AUTO EXITED WITH…

FIG 2.8 SHOWING NUMBER OF AUTOS IN THE STAND TO NO OF AUTOS EXITED WITH PASSENGERS

2021 39% 2031 61% 2021 2031 56.56%

56.56% IINCREASE IN COMMUTERS BY

FIG 2.9, SHOWING AUTO COMMUTERS

IINCREASE IN POPULATION

2031

FIG 2.10, SHOWING AUTO ROUTE INTENSITY IN 8KM RADIUS

0 5 10 15 20 25 30 35 40 Facility Preferences

FIG 2.1 HOURLY VARIATION OF BUS ENTERING THE TERMINAL FIG 2.2AVERAGE NUMBER OF PASSENGERS IN EACH BUS FIG 2.3FACILITIY PREFERENCES

2.2

0 2000 4000 6000 8000 10000 6-7am 7-8am 8-9am 9-10am 10-11am commuters Fig 2.4, 6:00- 11:00 am 0 1000 2000 3000 4000 5000 11-12pm 12-1pm 1-2pm commuters Fig 2.6, 11:00 – 2:00 pm 0 500 1000 1500 2000 2500 2-3pm 3-4pm 4-5pm 5-6pm commuters Fig 2.5, 2:00 – 6:00 pm 0 200 400 600 6-7 PM 7-8 PM 8-9PM commuters Fig 2.7 >6:00 pm 33,500 9000 2000 1500 6:00- 11:00 AM 11:00 - 2:00PM 2:00- 6:00 PM >6:00 PM Average commuters FIG 2.18, DAILY COMMUTER RANGE 56.56% IINCREASE IN COMMUTERS BY 2031 0 50,000 1,00,000 1,50,000 2,00,000 2021 2031 POPULATION COMMUTERS 0 200 400 600 800 2021 2031 BUS AUTO FIGURE 2.10 OF PARKING RATIO BUS 600 AUTO 90 COMMUTERS 1,20,000 PROPOSAL 46% 16% 15% 23% bus auto 2 wheeler car

2.10

PARKING RATIO BUS 600 AUTO 90 COMMUTERS 1,20,000 PROPOSAL 46% 16% 15% 23% bus auto 2 wheeler car

FIGURE

SPECIALITY HOSPITAL

The hospital to be constructed: district hospital with 120 beds, specialising in maternity

Location: On a proposed land of 3.85 acres situated on NH66 highway near Kaup Panchayath office, Kaup Taluk, Udupi, Karnataka

Reducing travel time of the users in Kaup with emergency needs. Providing a more convenient alternative when compared to other hospitals in Mangalore and Manipal.

project 02 project 02 02

• PARKING WITH BACK ENTRY TO THE HOSPITAL FOR EASY ACCESS

MATERNITY BLOCK

MATERNITY BLOCK ENTRANCE

EMERGENCY

CASUALITY ENTRANCE

EMERGENCY DROPOFF

ENTRY ,SEPARATE ENTRY FOR EMERGENCY

PATIENT PARKING FOR EMERGENCY

OP EXIT

EST our aim

B) ANALYIS

source of heat reflection on the site Existing trees mainly coconut trees should be removed or taken care by providing net to avoid accidents and parking space under them should be avoided

accidents and parking space under them should be avoided

• The main entrance to the plot shall be of adequate width to allow easy access to the fire engine and in no case shall it measure less than 6 m.

The main entrance to the plot shall be of adequate width to allow easy access to the fire engine and in no case shall it measure less than 6 m

EST our aim

one storied residences with Mangalore tiled roofing - does not absorb heat

Built before 1950’s poorly maintained

Can be demolished to construct a building to accommodate the staff reducing ground coverage

Noise from community hall

1. Main entry (east) from NH66

2. Side entry through quarters’

3. Entry to site blocked by wallS

Used by residents to access the main road (only available path]

Right of way – allows someone to travel through your property to get to another location an easement in gross that is beneficial to individuals and is not tied to the land or can be encroachment(illegal use of land)

Road that leads to old and current municipality offices cut the site into two, hence its important to provide separate entry without disturbing the center of the site

PROPOSED-CAN BE DEMOLISHED RESIDENCES

AGRI OFFICE INSTITUTIONAL

• 6 Mangalore absorb • Built • poorly • Can building reducing • Noise of access case

EST our aim

OPPER PLATTING FOR FITTINGS AND INTERIOR ?

Copper plate covering for hand rest

Antimicrobial

The ions present in copper prevents cell respiration of microbes by destroying the DNA and RNA, reacting with copper ion to form ferociously reactive oxygen, which also attacks and damages the microbes.

MPORTANT FACTORS

Social distancing

Min interaction in public spaces

Eaily cleaneable

Non porous materials

REUSED ELECTRIC POST OF IRON\WOOD\CONC SLAB

SOCIAL DISTANCING BENCH. DURING COVID-19 PANDEMIC

CONNECTIVITY

ELEVATION DEPICITING INTERIOR

EST our aim

FACADE DESIGN

Objective: To develop facade for the state Archaeological museum location: Panchkula,Haryana 581059475

Study : Inspired from period of Indus - Saraswati civilization( current Haryana)creating a jali (traditional facade) system with clay.

project 03 project 03 03

FACADE VIEWS

INTERNSHIP WORKS

RLDA MIXE USE CHIKALAGUDA

• SITE LEVEL OPTIONS

MCG -BOQ OF WALL FINISH

SALEABLE AREA (SFT) AREA/ACRE PLOT 1 & PLOT 3 = 7.12 ACRES 1,040,000 146,050 PLOT 2a & PLOT 2b = 3.19 ACRES 823,177 258,328 TOTAL AREA 1,863,177 180,761 DESCRIPTION SQ.M. SQ.FT SQ.YDS ACRES SITE AREA 37,716 405,975 45,108 9.32 PLOT 1 & PLOT 3 28,818 310,197 34,466 7.12 PLOT 2a & plot 2b 12,896 138,813 15,424 3.19 10.31 TOTAL LAND AREA (ACRES) COMMERCIA L RESIDENTIA L CLUB HOUSE 2,200 SFT UNITS 2 6 1,500 SFT UNITS 4 WHOLESALE MARKET 1 1,800 SFT UNITS 3 5 CORE VIEWS 6 5 4 3 2 1 CLUB HOUSE 2,200 SFT UNITS 1,500 SFT UNITS WHOLESALE MARKET 1,800 SFT UNITS CORE COMMERCIAL RESIDENTIAL TOWER A - WALL FINISH QUANTITIES GROUND FLOOR UNIT 4 FLOORING SPACES AREA OF THE HATCHING (SQ.M) THICKNESS(M) RUN LENGTH (M) HEIGHTS(M) AREA OF WALL FINISHINGS (SQ.M) COMMON SPACES 0.864 0.5 1.728 3.3 5.7024 TOILET 0.022 0.5 0.044 2.6 0.1144 0.022 0.5 0.044 0.4 0.0176 BALCONY 0.5 UTILITY 0.005 0.5 0.01 3.3 0.033 ODU CENTRAL CORRIDOR SPACE CORRIDOR 0.505 0.5 1.01 3.3 3.333 FIRE LOBBY 0.09 0.5 0.18 3.3 0.594 STAIRCASE 3.3 TOILET MAIDS ROOM 0.026 0.5 0.052 3.3 0.026 JANITOR ROOM 0.03 0.5 0.06 3.3 0.03 UNIT 3 FLOORING SPACES AREA OF THE HATCHING (SQ.M) THICKNESS(M) RUN LENGTH (M) HEIGHTS(M) AREA OF WALL FINISHINGS (SQ.M) COMMON SPACES 0.832 0.5 1.664 3.3 5.4912 TOILET 0.022 0.5 0.044 2.6 0.1144 0.022 0.5 0.044 0.4 0.0176 BALCONY 0.5 UTILITY 0.006 0.5 0.012 3.3 0.0396 ODU UNIT 2 FLOORING SPACES AREA OF THE HATCHING (SQ.M) THICKNESS(M) RUN LENGTH (M) HEIGHTS(M) AREA OF WALL FINISHINGS (SQ.M) COMMON SPACES 0.893 0.5 1.786 3.3 5.8938 TOILET 0.022 0.5 0.044 2.6 0.1144

GROUND FLOOR UNIT 4 FLOORING SPACES AREA OF THE HATCHING (SQ.M) THICKNESS(M) RUN LENGTH (M) HEIGHTS(M) AREA OF WALL FINISHINGS (SQ.M) COMMON SPACES 0.864 0.5 1.728 3.3 5.7024 TOILET 0.022 0.5 0.044 2.6 0.1144 0.022 0.5 0.044 0.4 0.0176 BALCONY 0.5 UTILITY 0.005 0.5 0.01 3.3 0.033 ODU CENTRAL CORRIDOR SPACE CORRIDOR 0.505 0.5 1.01 3.3 3.333 FIRE LOBBY 0.09 0.5 0.18 3.3 0.594 STAIRCASE 3.3 TOILET MAIDS ROOM 0.026 0.5 0.052 3.3 0.026 JANITOR ROOM 0.03 0.5 0.06 3.3 0.03 UNIT 3 FLOORING SPACES AREA OF THE HATCHING (SQ.M) THICKNESS(M) RUN LENGTH (M) HEIGHTS(M) AREA OF WALL FINISHINGS (SQ.M) COMMON SPACES 0.832 0.5 1.664 3.3 5.4912 TOILET 0.022 0.5 0.044 2.6 0.1144 0.022 0.5 0.044 0.4 0.0176 BALCONY 0.5 UTILITY 0.006 0.5 0.012 3.3 0.0396 ODU UNIT 2 FLOORING SPACES AREA OF THE HATCHING (SQ.M) THICKNESS(M) RUN LENGTH (M) HEIGHTS(M) AREA OF WALL FINISHINGS (SQ.M) COMMON SPACES 0.893 0.5 1.786 3.3 5.8938 TOILET 0.022 0.5 0.044 2.6 0.1144 0.022 0.5 0.044 0.4 0.0176 BALCONY 0.5 UTILITY 0.005 0.5 0.01 3.3 0.033 ODU UNIT 1 FLOORING SPACES AREA OF THE HATCHING (SQ.M) THICKNESS(M) RUN LENGTH (M) HEIGHTS(M) AREA OF WALL FINISHINGS (SQ.M) COMMON SPACES 0.065 0.5 0.13 3.3 0.429 TOILET 0.022 0.5 0.044 2.6 0.1144 0.022 0.5 0.044 0.4 0.0176

TOWER A - WALL FINISH QUANTITIES

• 3D • SECTION

MASTER PLAN RENDER AND INVOLVEMENT IN SITE LEVEL PLANNING AND LANDSCAPE DESIGN 3D RENDERS

KHAJAGUDA SITE PLAN 1 2 COMMERCIAL LEGEND IT TOWER HOTEL APARTMENT 1 2 ENTRY ENTRY ENTRY EXIT 5 9 7 6 8 4 3 ENTRY EXIT 9 RESIDENTIAL 7,000 sft UNITS BRANDED RESIDENCES 8,000 sft UNITS BRANDED RESIDENCES 6,000 sft UNITS BRANDED RESIDENCES 4,500 sft UNITS V LUXURY RESIDENCES 4 5 6 8 CLUB HOUSE 11 10,000 sft UNITS BRANDED RESIDENCES 3 5,000 sft UNITS V LUXURY RESIDENCES 7 4,000 sft UNITS V LUXURY RESIDENCES 9 3,500 sft UNITS V LUXURY RESIDENCES 10 9 9 11 10 10 10 10 IT TOWER 26 FLOORS = 104 M HEIGHT 10,000 sft UNITS 34 FLOORS = 136 M 4 M – FLOOR HEIGHT 8,000 sft UNITS 34 FLOORS = 136 M 4 M – FLOOR HEIGHT 7,000 sft UNITS 38 FLOORS = 137 M 3.6 M – FLOOR HEIGHT 6,000 sft UNITS 38 FLOORS = 137 M 3.6 M – FLOOR HEIGHT 5,000 sft UNITS 38 FLOORS = 137 M 3.6 M – FLOOR HEIGHT 4,500 sft UNITS 38 FLOORS = 137 M 3.6 M – FLOOR HEIGHT 4,000 sft UNITS 38 FLOORS = 137 M 3.6 M – FLOOR HEIGHT 3,500 sft UNITS 38 FLOORS = 137 M 3.6 M – FLOOR HEIGHT HOTEL APARTMENT 36 FLOORS = 144 M HEIGHT

DESIGNED KEEPING IN MIND THE COST, CUSTOMIZABLE AND AVAILABILITY

COMMUNICATING WITH THE SITE TO UNDERSTAND THE EXECUTION AND UPDATING WITH RESPECT TO THE SAME

100 outside Inside 7cm outer frame 4cm thick teak wooden panel Inside cm thick wooden shutter with 4mm groove, gap outer frame (hor.) 12cm 7cm LOCATION: Ground Floor Guest Bedroom Kitchen Work Area TOTAL Nos. 100x270 Sill LVL 0.00 cm frm FFL 100 LINTEL +270cm 7 86 100 SECTION- AA SCALE 1:20 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 outside Inside 86 1cm gap handle be selected NOTE orientation opening, please refer Detail Detail 4mm groove with 1" gap 4cm thick wooden shutter .4 .4 .4 .5 .5 .5 .5 5mm groove 4cm thick teak wooden panel 7cm 12cm outer frame SECTION- AA SCALE 1:20 thick wooden shutter with 4mm groove 1" gap LOCATION: Ground Floor Main Entry TOTAL Nos. MD 120x270 Sill LVL 0.00 frm FFL 120 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 106 120 1cm gap 47 11 106 handle to selected outer frame (hor.) 12cm 7cm outside Inside outside Inside NOTE For orientation opening, please floor plan Detail Detail 7cm 12cm outer frame Inside cm thick wooden shutter with 10mm frosted glass LOCATION: Ground Floor Utility Room TOTAL Nos. D2 90x225 Sill LVL 0.00 cm frm FFL SECTION- AA SCALE 1:20 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 1cm gap 11 handle be selected outer frame (hor.) 12cm 7cm outside Inside outside Inside NOTE orientation opening, please refer floor plan Detail 80 cm thick wooden shutter with 4mm groove gap LOCATION: Ground Servants Toilet TOTAL Nos. D4 80x225 Sill LVL 0.00 cm frm FFL 7cm 12 cm outer frame 4cm thick teak wooden panel 66 66 80 SECTION- AA SCALE 1:20 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 1cm gap handle to selected outer frame (hor.) 12cm 7cm outside Inside outside Inside NOTE orientation the opening, please refer floor plan B Detail Detail 225 LOCATION: Ground Floor Powder Room TOTAL D5 90x225 Sill LVL 0.00 cm frm FFL outside Inside 7cm x12cm outer frame 4cm thick teak wooden panel outside Inside cm thick wooden shutter with 4mm groove gap 40 SECTION- AA SCALE 1:20 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 1cm gap handle selected outer frame (hor.) 12cm 7cm NOTE For orientation opening, please refer floor plan Detail Detail Outside LOCATION: Bedrooms, Balcony Terrace Floor Terrace TOTAL Nos. D1 100x225 Sill LVL 0.00 cm frm FFL outside Inside 100 outside Inside SECTION- AA SCALE 1:20 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 100 cm thick wooden shutter with 4mm groove gap outer frame (hor.) 12cm 7cm 7cm outer frame 4cm thick teak wooden panel 1cm gap handle be selected NOTE orientation opening, please refer Detail Detail 90 Outside LOCATION: Ground Floor -Toilets First Floor -Toilets TOTAL Nos. D3 x225 LVL 0.00 cm frm FFL 10mm thick frosted glass 90 outer frame (hor.) 12cm 7cm cm thick wooden shutter with 10mm frosted glass 7cm 12 cm outer frame 1cm gap outside Inside outside Inside handle selected 54 SECTION- AA SCALE 1:20 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 NOTE orientation opening, please refer plan Inside 225 LOCATION: Ground Floor Servants Room TOTAL Nos. D2a 90 x225 Sill LVL 0.00 cm frm FFL outer frame (hor.) 12cm 7cm cm thick wooden shutter with 4mm groove gap 7cm cm outer frame 4cm thick teak wooden panel 1cm gap outside Inside outside Inside handle be selected 11 SECTIONSCALE 1:20 ELEVATION SCALE 1:20 PLAN BB SCALE 1:20 NOTE orientation the opening, please refer floor plan Detail 1.4 .5 1 Wall Frame .7 3.5 DETAIL SECTION SCALE 1:2 DETAIL SECTION SCALE ISOMETRIC VIEW NTS DETAIL SCALE STRUCTURAL CONSULTANT ELECTRICAL CONSULTANT DRAWN DESIGN/APPROVED CHECKED SHEET.No. SCALE DATE OF ISSUE PROJECT No. NOTES ANY DISCREPANCY WITH THE SAID SERVICE DRAWINGS SHALL BE REPORTED JIBU THOMAS THE EARLIEST ALL DIMENSIONS ARE ALL LEVELS INDICATED ARE DIMENSIONS LEVELS INDICATED ARE STRUCTURAL UNLESS OTHER SPECIFIED THIS DRAWING, UNLESS OTHERWISE MENTIONED, TO PLOTTED STANDARD SIZE. ONLY WRITTEN DIMENSIONS BE FOLLOWED. NOT SCALE THE DRAWING DIMENSIONS LEVELS SHOWN TO VERIFIED SITE BEFORE COMMENCEMENT WORK ANY DISCREPANCIES NOTED, SHOULD BROUGHT THE NOTICE OF ARCHITECT PRIOR COMMENCEMENT OF WORK. RELEVANT SERVICES DRAWINGS ARE BE READ SIMULTANEOUSLY AND PROVISION OF CUTOUTS SLEEVES TO PROVIDED AS REQUIRED. ALL MATERIALS FINISHES TO AS SPECIFIED AND APPROVED THE CONSULTANTS. 173; PANAMPALLY NAGAR, NEAR SHOPPING COMPLEX,COCHIN -36; Email -info@ jibuandthomas.com. :0484 4064260,61 THIS DRAWING THE SOLE PROPERTY JIBU AND THOMAS ARCHITECTS. USE FOR ANY PURPOSE OTHER THAN THAT MENTIONED TO DONE ONLY AFTER PRIOR APPROVAL. PURPOSE OF RELEASE CLIENT: PROJECT NAME: SHEET TITLE: PLUMBING CONSULTANT LANDSCPING CONSULTANT FIRE CONSULTANT INTERIOR DESIGNERS RESIDENCE FOR Mr. NASEER, AT KODUNGALLUR NORTH Mr. NASEER Mrs. SAJITHA NASEER AWD WORKING DRAWING WOODEN JOINERY DETAIL Ar. Jibu John Ar. Lahal\Anjali Ar. Maneesha AS SHOWN04-04-2022 JT/450/17

DESIGNING APPROVAL WORKING DRAWING QUOTATION ISSUE GOOD FOR CONSTRUCTION DRAWING

DESIGNING

JOINERY DETAILS OF RESIDENTIAL PROJECT NAZEER

UNDERSTATING CLIENT REQUIREMENTS IN

UNDERSTANDING MARKET AVAILABILITY AND WORKERS SKILL REQUIREMENT.

3D IN CAD DESIGN AND TECHNICAL, CONTRACT ADMINISTRATION AND PROJECT MANAGEMENT G 173; NEAR SHOPPING COMPLEX, PANAMPALLY NAGAR, COCHIN -36; Email -info@ jibuandthomas.com Ph :0484 4064260,61 Name ANJALI SANTHOSH Sem X Reg no 173701386 +91 9048909232 SHEET 1 MAIN STAIR TREAD 30cm RISER 17.5cm WIDTH =125cm Handrail 90cm landing landing 348.5 SECTION A-A SCALE 1:40 +782cm LVL COVERED TERRACE +452cm LVL eq 12" 8" MS PLATE 12" 8" MS PLATE -225cm +75cm LVL +57.5cm LVL -137.5cm LVL LIFT 150x150 174 FIRST FLOOR FABRICATED STAIR THREAD-30CM RISE-17.1CM HEIGHT-377CM 300 +65.00 LVL 30 19 20 GROUND FLOOR PLAN SCALE 1:40 25 26 24 +75cm LVL 30 31 34 35 36 37 39 30 GROUND FLOOR ENTRY D1 150 198 124 124 LIFT 150x150 Slab @65 12 13 30 11 BASEMENT PASSAGE -225 LVL BASEMENT FLOOR PLAN SCALE 1:40 16 125 -137.5LVL +57.5 LVL 17 722X500 291X391 300X420 PASSAGE ENTRY -225 170X155 TOILET -225LVL DRIVERS ROOM FW3C(200X230) SITOUT STORAGE SERVANTS ROOM KEY PLAN NTS @65 box section 8''x4''vertically placed support horizontal plate(greyish black paint finish) rectangular section 8''x4''(greyish black paint finish) 30mm wooden plank (teak wood) REFER DETAIL 10mm wooden plank sides and bottom (teak wood) 10mm steel plate STAIR FRAME WORK DETAIL EE SCALE 1:8 28 Wooden plank Wrapping around MS tube (Hard wood) 10mm steel plate 5 3 30 1 1 DETAIL SS 1:5 10mm steel plate box section 8''x4'' vertically placed support horizontal plate(greyish black paint finish) ms box section 8''x4'' (greyish black paint finish) 30mm wooden plank teak wood 10mm wooden plank teak wood sides and bottom ISOMETRIC VIEW SCAL 1: 10 10 10 30MM Wooden plank wrapping (teak wood) Bottm support MS rectangular section 8''x4'' (greyish black paint finish) 30 124 LANDING FRAMING PLAN SCAL 1: 20 LIFT 150x150 174 300 +452.00 LVL GLASS 30 30 25 FIRST FLOOR PLAN SCALE 1:40 30 31 34 35 36 37 39 18 19 20 25 26 24 DN GROUND FLOOR NOTES ANY DISCRIPANCY WITH SAID SERVICE DRAWINGS SHALL REPORTED JIBU THOMAS THE EARLIEST ALL DIMENSIONS ARE ALL LEVELS INDICATED ARE DIMENSIONS LEVELS INDICATED ARE STRUCTURAL UNLESS OTHER SPECIFIED THIS DRAWING, UNLESS OTHERWISE MENTIONED, BE PLOTTED TO STANDARD A-1 SIZE. ONLY WRITTEN DIMENSIONS FOLLOWED. DO NOT SCALE THE DRAWING DIMENSIONS LEVELS SHOWN TO VERIFIED SITE BEFORE COMMENCEMENT OF WORK ANY DISCREPANCIES NOTED, SHOULD BROUGHT TO THE NOTICE OF ARCHITECT PRIOR COMMENCEMENT WORK. RELEVANT SERVICES DRAWINGS ARE BE READ SIMULTANEOUSLY AND PROVISION CUTOUTS SLEEVES TO PROVIDED AS REQUIRED. ALL MATERIALS FINISHES SPECIFIED AND APPROVED THE CONSULTANTS. 173; PANAMPALLY NAGAR, NEAR SHOPPING COMPLEX,COCHIN -36; Email -info@ jibuandthomas.com. Ph :0484 4064260,61 THIS DRAWING THE SOLE PROPERTY OF JIBU AND THOMAS ARCHITECTS. USE FOR ANY PURPOSE OTHER THAN THAT MENTIONED TO DONE ONLY AFTER PRIOR APPROVAL. CLIENT: PROJECT NAME: SHEET TITLE: REVISION DATE. NO. DRAWN DESIGN/APPROVED CHECKED NORTH DWG.No. SCALE DATE ISSUE PROJECT No. PURPOSE RELEASE STRUCTURAL CONSULTANT ELECTRICAL CONSULTANT: PLUMBING CONSULTANT LANDSCPING CONSULTANT FIRE CONSULTANT INTERIOR DESIGNERS R10. R11. R12. R13. R14. R15. Engineers MEConsultants Engineers MEConsultants RESIDENCE FOR Mr. THOMAS CHERIAN at KOTTAYAM. SAFE STRUCTURALS STAIRCASE REVISION 12.04.2022 Mr. THOMAS CHERIAN & Mrs. SEEMA ANTONY JT/507/18 23-04-2022 AS SHOWN Ar. Maneesha Ar. Lahal Ar. Jibu John MAIN STAIRCASE DETAIL WORKING DRAWING AWD: 34 STEP DETAIL STAIRCASE DETAIL- RESIDENTIAL DESIGNING APPROVAL WORKING DRAWING QUOTATION ISSUE GOOD FOR CONSTRUCTION DRAWING UNDERSTATING CLIENT REQUIREMENTS IN DESIGNING COMMUNICATING WITH THE SITE TO UNDERSTAND THE EXECUTION AND UPDATING WITH RESPECT TO THE SAME DETAILED JOINERY DRAWINGS READY FOR CONSTRUCTION 3D IN CAD DESIGN AND TECHNICAL, CONTRACT ADMINISTRATION AND PROJECT MANAGEMENT G 173; NEAR SHOPPING COMPLEX, PANAMPALLY NAGAR, COCHIN -36; Email -info@ jibuandthomas.com Ph :0484 4064260,61 Name ANJALI SANTHOSH Sem X Reg no 173701386 +91 9048909232 SHEET THOMAS CHERIAN 5

DETAILED JOINERY DRAWINGS READY FOR CONSTRUCTION