COMPETITIONS
PRIMARY AND SECONDARY SCHOOL
Mary’s School (I.C.S.E)
JUNIOR COLLEGE
Jai Hind College
BACHELOR’S OF ARCHITECTURE
Rizvi College of Architecture
LANGUAGES
ENGLISH l HINDI l GUJARATHI l MARATHI
EXAM (‘A’ GRADE)
CO - CURRICULAR ACTIVITIES
ARCHFEST WORKSHOPS
SITE DEVELOPMENT MODEL MAKING
SEMINAR KINTSUGI
CULTURALS
SPORTS SEMINARS
ELECTIVES
ART AS A TOOL FOR DECODING URBAN PROTEST. MORPHOLOGY.
THE JOY OF UPCYCLING. ARCHITECTURAL BUILDING
INTEGRATION OF TECHNOLOGIES. LANDSCAPE ARCHITECTURE IN DESIGN.
AND CULTURE
A TALE.
EDUCATION
St.
PEOPLE
- TELL
ANNUAL NASA DESIGN COMPETITION 2020 - 21 ANNUAL NASA DESIGN COMPETITION 2021 - 22 INTERMEDIATE
SOFTWARES AUTOCAD SKETCHUP REVIT PHOTOSHOP INDESIGN TWINMOTION V - RAY MICROSOFT OFFICE BURHANUDDIN MAJAL 9819483194 Date of birth :- 18 - 9 - 01 burhan.m10 burhanmajal17@gmail.com
Architecture exists to create the physical environment in which people live, but architecture is more than just the built environment, it’s also a part of our culture. It stands as a representation of how we see ourselves, as well as how we see the world. It’s not about just creating a space, but more so, it is about the experience within that space.
CONTENTS
INVISIBLE CITIES
(Architectural
INTERIOR DESIGN
MANGROVE CONSERVATION CENTRE
Semester
SASOON DOCKS
Semester
WORKING DRAWINGS
To introduce myself, I am a great team player who believes that every individual needs to be taken in a collective and moved forward with. I am a keen observer and like to apply these observations in my learning. I also love travelling and trying out new things. I’m also a sports enthusiast and love music
HOUSING
Semester
DOCUMENTATION
COMPETITIONS
(ANDC
BUILDING CONSTRUCTION PANEL
(Semester
MISCELLENEOUS
1.
Design Semester 3) 2.
(Semester 3) 3.
(Architectural design
5) 4.
(Architectural design
6) 5.
(Semester 6) 7.
(Semester 6) 6.
(Architectural design
7) 8.
2020-21) (ANDC 2021-2022) (Building construction panel sem 4) 10.
(Site Development, Models, Photography) 9.
4)
INVISIBLE CITIES
Invisible cities, novel by Italo Calvino. It is a conversation between Marco polo and Kublai Khan, in which the former talks about the various cities and plac es he came across through his jour ney, and each city has it’s own unique characteristic that makes it different from each other.
Whether Armilla is like this beacuse it is unfinished, or because it has been demolished, or whether it is some en chantment or whim, no one knows. The fact is that the city has no walls, doors or ceiling, except pipes that rise vertically and spread horizontally which houses the homes of the residents that are the nymphs and naids. They are are young slender and not tall in stature, and they accustomed to travelling along the underground veins (pipes), which burst out into many fountains and streams. Armilla may have been built by humans as an offering to the nymphs and naids, to win their favor, due to the misuse of water.
Based on our each city that we got, we had to visualize, improvise and creative ly think based on the the design pro gram given to us
Design program :Interpretation Centre Market
A community centre (based on the city) And two spaces of our own (based on the city)
INTERPRETATION CENTRE CONCEPT
FOUNTAIN CONCEPT
MASTER PLAN
CAPSULE STATION CONCEPT MARKET CONCEPT
VERTICAL LOUVERS FIXING DETAIL
AXONOMETRIC VIEW OF INTERPRETATION CENTRE
ARCHITECTURAL DESIGN SEMESTER 3 SECTION A - A’
PLAN @+ 2.5 M
SECTION B - B’
AXONOMETRIC VIEW OF WELLNESS CENTRE
MASTER PLAN
AXONOMETRIC VIEW OF CAPSULE STATION
AXONOMETRIC VIEW OF FLOATING MARKET
C - C’
SECTION
SITE AXONOMETRIC
INTERIOR DESIGN SEMESTER 3
The brief was to design the interiors for a couple working in the filmmaking and videography industry.
Requirements :-
Living room Kitchen Bedroom Studio c/o meeting room
The moodboard is set to a sleek and monolithic approach, with a play done mainly with the accent colour teal.
COLOUR PALETTE
FLOOR PLAN
SOUNDPROOF PANEL DETAIL BAR DETAIL LIGHTING DETAIL IN KITCHEN
SECTION A - A’
VIEW OF THE DINING AREA
B - B’
C - C’
VIEW OF THE BEDROOM
SECTION
SECTION
MANGROVE CONSERVATION
CENTRE
Mangroves play a cruticial part in the city of navi mumbai. They trap the silt and protect the shoreline. Apart from pro tecting land from destruction, mangroves play an important role in obstructing flood waters and storms. Similarly, they are home to several birds, animals and marine creatures.
Due to rapid urbanization and land reclamation the man grove coastline is under great threat.
AIM :- The aim of the centre is to create an awareness cen tre for the conservation and importance of the mangrovre coastline, creating a bridge between the people and the environment.
DESIGN
THE CONCEPT OF THE STRUCTURE BLEND ING INTO THE LANDSCAPE IS TRIED TO BE ACHEIVED BY THE MEANS OF LANDSCAPE MOUNDS WHICH ACT AS A CONTINUATION FROM THE STRUCTURE BLENDING INTO THE TRAILS AND LANDSCAPE FAETURES. THE MOUNDS ACT AS SEATING SPOTS AND VIEWING POINTS AS WELL.
ARCHITECTURAL
SEMESTER 5
SASSOON DOCKS
The design proposal for the fishing harbor at Sassoon Docks is multi-dimension al. It focuses not only on the modernization of the fishing industry but also on the requirement of the city for more open public spac es. The master planning aims to establish a fully integrated fishing harbor along with a few features for the public, but all of it is done by keeping in mind the cultures and practic es of the koli community, in order to serve as a well functioned out approach
PRESERVE :- Preserving of the cultures of the Kolis and people of the dock.
TECHNOLOGY :- There is a need for a certain amount of mechanization as it would make the work more efficient as well as attract the youth.
GROWTH :- With the use of technology, there will be growth and progress both in terms of the selling of fish and income generated.
ZONING
PLAN OF MARKET AND INTERPRETATION CENTRE PLAN OF NET MAKING AREA AND LEISURE
APPROACH
LEISURE PARK PLAN OF AUCTION AREA AND DORMITORIES
FLEA MARKETS
PLAN OF COASTAL PARK MARKET
WALKWAY AND JOGGING TRACK AUCTION HALL
ARCHITECTURAL DESIGN SEMESTER 6
WITH THE CURRENT TIMES, GATED COMMUNITIES ARE GAINING POPULARITY, RESULTING IN PEOPLE MAKING INFORMED CHOICES TO OPT FOR SUCH ALTERNATIVES. THE DESIGN PROPOSAL IS FOR PROVING A GATED COMMUNITY WITH SELF SUFFIECIENT SCALE FOR AMENITIES TO BE WITHIN THE COMPLEX, WITH WOULD BE LOCATED AT THE KHARGHAR NODE OF NAVI MUMBAI. IT ALSO CONSISTS OF COMMERCIAL, RECREATIONAL AND OTHER SUCH USES IN RESIDENTIAL HOMES, AND THUS PROVIDES A SHIFT IN THE THINKING OF MIXED LAND USE AS AN INEVITABLE OUTCOME. THE SITE IS 45 ACRES IN SIZE. IT IS ACCESIBLE FROM ROADS ON TWO SIDES, OF WHICH ONE SIDE OVERLOOKS THE CENTRAL PARK, A RECREATIONAL PARK IN KHARGHAR.
NUMBER AND TYPES OF UNITS DESIGNED :- 90 M2 :- 542 UNITS - 60 M2 :- 566 UNITS - 35
:- 530
M2
UNITS HOUSING MASTER PLAN G+4 WALK UP APARTMENT 2 BHK (90 M2) G+7 STUDIO APARTMENT (35 M2) G+15 1 BHK APARTMENT (35 M2) G+4 WALK UP APARTMENT 2 BHK (60 M2) G+15 APARTMENT 2 BHK (90 M2) G+15 APARTMENT 2 BHK (60 M2) 90 M2 BUNGLOW PLAN
ARCHITECTURAL DESIGN SEMESTER 7 SECTION OF G+15 APARTMENT 2 BHK (60 M2) SECTION OF G+7 STUDIO APARTMENT 2 BHK (60 M2) ELEVATION OF G+4 APARTMENT 2 BHK (90 M2) ELEVATION OF G+4 APARTMENT 2 BHK (90 M2) SECTION OF G+4 APARTMENT 2 BHK (90 M2) SECTION OF G+7 STUDIO APARTMENT 2 BHK (90 M2) ELEVATION OF G+7 STUDIO APARTMENT 2 BHK (35 M2)
BUNGLOW
FOUNDATION PLAN
PLINTH BEAM SCHEDULE
TWIN BUNGALOW
NOTES
1. THIS IS AN ACADEMIC EXERCISE.
DRAWINGS SHOULD NOT BE MEASURED.
DATA'S ARE ASSUMED WHEREVER REQUIRED 4. R.C.C FRAMED STRUCTURE.
5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS.
WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY.
7. BRICKS TO BE LAID WITH FROGS UPWARDS.
8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.
9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.
10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.
11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY.
12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.
13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.
14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.
GROUND FLOOR PLAN
15. VOIDS TO BE MARKED WITH DIAGONAL LINES.
16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK.
17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.
KEYPLAN
LEGEND
800 2180 1700 150 2180 3540 937 1800 883 308 1210 660 698 1150 445 600 495 1770 1490 710 750 340 1500 532 4165 3545 1290 6690 975 900 975 2850 6340 623 6190 6540 2885300EQEQ EQ 2500 2180 2965 4520 1550 1527015500 225 2995 5250 3005 3005 220220 5250 2995 25550 26000 225 115 110 6200 2730 2350 110 3551 110 15500 225 2995 5250 220 3005 3005 220 5250 2995 25550 110450 2885 450 2290 3300 450 4200 2850 2180 300 300 300 1200 450 3540 308 1210 2120 1150 445600495 1490 710 750 340 1500532 4165 3545 900 3000 1030 1290 6690 975900975 2850 6540 2885 4850 1200 300 EQ EQ EQ 2180 2965 4520 1550 2885 6420 450 2850 21801200 450 GUEST BEDROOM 4370x 3540 MM LIVING ROOM 6540x6200 MM DINING AREA 3000x4930 MM KITCHEN 2900x4200 MM SERVANT'S ROOM 2960x3540 MM STORAGE 2200x1770 MM +750 MM LVL +/-0.0 MM ENTRANCE FOYER 2400x2000 MM ENTRANCE ENTRANCE COURTYARD 2850x4850 MM D2 D3 D3 D4 D4 D3 D1 W1 W2 W3 W5 W5 W3 W4 W4 W4 W3 4370 600 4810 1011 C1W1 F1 S1 C1W2 F1 S1 C1W1 F1 S1 C2 S2 C1W1 F1 S1 C2 W3 F2 S2 C1W1 F1 S1 C2W3 F2 S2 C1W1 F1 S1 A B ED F G H J M 1 3 5 6 7 8 9 2 Y X 26000 4 1 3 5 6 7 8 9 2 X 4 A B ED F G H J MY 12MIDLANDING +1950 MM LVL +600 MM LVL 450 1800 ENTRANCEENTRANCE D2 D3 D3 D4 D4 D3 D1 W1 W2 W3 W5 W5 W3 W4 W4 W4 W3 4370 600 10 11 21 20 19 18 17 16 15 14 13 12 MIDLANDING 4501800 LIVING ROOM 6540x6200 MMC1W1 F1 S1 C1W1 F1 S1 +1950 MM LVL KITCHEN 2900x4200 MM C1W2 F1 S1 DINING AREA 3000x4930 MMC1W1 F1 S1 GUEST BEDROOM 4370x 3540 MM C1W1 F1 S1 C2W3 F2 S2 STORAGE 2200x1770 MM C1W1 F1 S1 SERVANT'S ROOM 2960x3540 MM C1W1 F1 S1 C2 S2 C2W3 F2 S2 COURTYARD 2850x4850 MM +600 MM LVL ENTRANCE FOYER 2400x2000 MM C1W1 F1 S1 SR. NO NAME 1 2 3 SR. NO NAME 1 2 3 1 2 3 SR. NO NAME 1 2 SR. NO WINDOW 1 W1 2 W2 3 W3 4 W4 5 W5 230 230 DOOR SCHEDULE SR. NO DOOR SIZE LINTEL HEIGHT DESCRIPTION 1 D1 1200 X 2100 2100 40 MM FLUSH DOOR WITH 8 MM GLASS PANELS FINISHED WITH T.W FRAME 2 D2 900 X 2100 2100 40 MM FLUSH DOOR WITH BOTH SIDE LAMINATE FINISH WITH T.W FRAME 3 D3 750 X 2100 2100 40 MM FLUSH DOOR WITH BOTH SIDE LAMINATE FINISH WITH T.W FRAME 4 D4 750 X 2100 2100 40 MM FLUSH DOOR WITH BOTH SIDE LAMINATE FINISH WITH T.W FRAME D4 D4 30203020 C3 C10 C28C27C26 C25 C14 C15 C8 C9 C1 C2 C4 C11 C29 C30 C31 C17C16 C13 C12 C7C6C5 C20 C21 C18 C19 C22 C24 C23 C32 EQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQEQEQEQEQEQEQEQ 900 450 750 750 900450 750 +150 MM LVL +750 MM LVL +750 MM LVL +750 MM LVL +750 MM LVL +750 MM LVL +750 MM LVL +750 MM LVL +750 MM LVL TREADS 300 MM SITE LVL +/-0.0 MM +150 MM LVLSITE LVL 200 MM LVL 200 MM LVL 200 MM LVL D3 D3 D3 D3 C33 C34 C35 C36 C K C K 1305 1305 225 1305 1305 600 SLOPE UP UP 330 1195 330 1195 725 350 435 777725350435777 90 120 707 733 3015 290 1545 6700 6700 1550 600 770 2120 1485 855 4165 900 3000 1030 2350 3650 4930 360 1010 4400 1800 566 6190 585180018253000927 8135 8135 2885 445 6003620 300 2100 3300 450 2100 450 450 2290 3300 450 2100 380 3955 5125 380 2735 12903 230 230 2120 230 230 6190 230 380 3990 380 450 12903 3540 3015290 6700 6700 1550 1156 750 1485 2120 855 3540 4165 3650 360101044001800566 6190 585 1800 1825 3000 927 6190 8135 8135 2885 4850 445600 300 33002100 2100 380395551253802735 12903 15536 3803990380450 12903 230 DOUBLE HEIGHT BEDROOM 6700x3540 MM BEDROOM 4170x3540 MM LIBRARY AREA 5000x6200 MM GYM 8130x6200 MM ENTRANCE ENTRANCE COURTYARD 2850x4850 MM D3 D3 D2 D2 D4 1800 460 5020 C1W1 F4 S1 C1W1 F1 S1 C1W1 F1 S1 C2W3 F2 S2 C1W1 F1 S1 C1W1 F1 S1 C2W3 F2 S2 2324262829303233 4241403938373635 D2 34MIDLANDING +4250 MM LVL +600 MM LVL +3450 MM LVL 450 380 DOUBLE HEIGHT ENTRANCEENTRANCE D3 D3 D2 D2 D4 1800460 5020 23 25 27 28 29 30 31 32 33 42 41 40 39 38 37 36 35 D2 34 MIDLANDING 450 380 +3450 MM LVL LIBRARY AREA 5000x6200 MMC1W1 F1 S1 BEDROOM 6700x3540 MMC1W1 F1 S1 BEDROOM 4170x3540 MMC1W1 F1 S1 GYM 8130x6200 MMC1W1 F4 S1 COURTYARD 2850x4850 MM +600 MM LVL +4250 MM LVL C2W3 F2 S2 C2W3 F2 S2 SR. NO 1 2 3 SR. NO 1 2 3 4 1 2 3 SR. NO 1 2 SR. NO WINDOW 1 3 W3 W3 W3 W3 W4 W4 W4 W4 W3 W3 W3 W3 W1 W1 W1 W1 W3 W3 DOOR SCHEDULE SR. NO DOOR SIZE LINTEL HEIGHT DESCRIPTION 1 D1 1200 X 2100 2100 40 MM FLUSH DOOR WITH 8 MM GLASS PANELS FINISHED WITH EQEQ EQ EQ EQ EQ EQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQEQEQEQEQEQEQEQ 900 1545900 900900 22 RISERS 150 MM +3450 MM LVL +3450 MM LVL +3450 MM LVL +3450 MM LVL +3450 MM LVL +3450 MM LVL +3450 MM LVL SUNK 200 MM LVL SUNK 200 MM LVL750 UP UP 2500 C3 C10 C21 C22 C29C28C27C26 C19 C20 C15 C16 C8 C9 C1 C2 C4 C12 C23 C30 C31 C32 C25C24 C18 C17 C14 C13 C7C6 A ED F G H J M 1 3 5 6 7 START FACE X AXIS START FACE Y AXIS 8 9 2 C5 115 110 6200 2730 2350 110 3550 110 115 1527015500 225 2995 5250 3005 3005 220220 5250 2995 25550 26000 225 115 110 6200 2730 2350 110 3551 110 15270 15500 Y X 225 2995 5250 220 3005 3005 220 5250 2995 225 25550 26000 END FACE X - AXIS END FACE Y AXIS C11 F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 PB1 PB2 PB3 PB4 PB5 PB6 PB7 PB8 PB9 PB10 PB11 PB12 PB14 PB15 PB16 PB17 PB18 PB19 PB20 PB21 PB22 PB23 PB24 PB25 PB26 PB27 PB28 PB29 PB30 PB33 PB35 PB31 PB32 PB34 PB36 PB37 PB39 PB38 PB42 PB44 PB46 PB47 PB41 PB43 PB50 PB52 PB54 PB51 PB53 PB55 PB57 PB58 PB61 PB62 PB63 PB64 PB65 PB48 PB49 PB45 PB66 PB67 PB56 PB60 PB69 PB59 PB13 PB40 PB68 COLUMN AND FOOTING SCHEDULE SR.NO COLUMN SIZE FOOTING SIZE P.C.C REMARKS L B L B D L B 1 C1 450 230 F1 1400 1000 600 1700 1300 ISOLATED 2 C2 450 230 F2 1400 1000 600 1700 1300 ISOLATED 3 C3 450 230 F3 1400 1000 600 1700 1300 ISOLATED 4 C4 230 450 F4 1000 1400 600 1300 1700 ISOLATED 5 C5 450 230 F5 1400 1000 600 1700 1300 ISOLATED 6 C6 450 230 F6 1400 1000 600 1700 1300 ISOLATED 7 C7 450 230 F7 1400 1000 600 1700 1300 ISOLATED 8 C8 450 230 F8 2630 1000 600 2930 1300 COMBINED 9 C9 450 230 F9 1400 1000 600 1700 1300 ISOLATED 10 C10 450 230 F10 1400 1000 600 1700 1300 ISOLATED 11 C11 230 450 F11 1000 1400 600 1300 1700 ISOLATED 12 C12 450 230 F12 1400 1000 600 1700 1300 ISOLATED 13 C13 450 230 F13 1400 1000 600 1700 1300 ISOLATED 14 C14 450 230 F14 2630 1000 600 2930 1300 COMBINED 15 C15 450 230 F15 2630 1000 600 1700 1300 COMBINED 16 C16 450 230 F16 1400 1000 600 1700 1300 ISOLATED 17 C17 450 230 F17 1400 1000 600 1700 1300 ISOLATED 18 C18 450 230 F18 2630 1000 600 2930 1300 COMBINED 19 C19 450 230 F19 1400 1000 600 1700 1300 ISOLATED 20 C20 450 230 F20 1400 1000 600 1700 1300 ISOLATED 21 C21 450 230 F21 1400 1000 600 1700 1300 ISOLATED 22 C22 230 450 F22 1000 1400 600 1300 1700 ISOLATED 23 C23 450 230 F23 1400 1000 600 1700 1300 ISOLATED 24 C24 450 230 F24 1400 1000 600 1700 1300 ISOLATED 25 C25 450 230 F25 1400 1000 600 1700 1300 ISOLATED 26 C26 450 230 F26 1400 1000 600 1700 1300 ISOLATED 27 C27 450 230 F27 1400 1000 600 1700 1300 ISOLATED 28 C28 450 230 F28 1400 1000 600 1700 1300 ISOLATED 29 C29 230 450 F29 1000 1400 600 1300 1700 ISOLATED 30 C30 450 230 F30 1400 1000 600 1700 1300 ISOLATED 31 C31 450 230 F31 1400 1000 600 1700 1300 ISOLATED 32 C32 450 230 F32 1400 1000 600 1700 1300 ISOLATED 33 C33 300 230 F8 2630 1000 600 2930 1300 COMBINED 34 C34 300 230 F14 2630 1000 600 2930 1300 COMBINED
SR.NO PLINTH BEAM LENGTH WIDTH DEPTH REMARKS 1 PB1 3850 230 600 PRIMARY 2 PB2 4800 230 600 PRIMARY 3 PB3 2885 230 600 PRIMARY 4 PB4 2885 230 600 PRIMARY 5 PB5 4800 230 600 PRIMARY 6 PB6 3850 230 600 PRIMARY 7 PB7 6200 230 600 PRIMARY 8 PB8 6200 230 600 PRIMARY 9 PB9 6200 230 600 TERTIARY 10 PB10 2770 230 600 TERTIARY 11 PB11 6200 230 600 PRIMARY 12 PB12 6200 230 600 PRIMARY 13 PB13 6200 230 600 PRIMARY 14 PB14 2770 230 600 TERTIARY 15 PB15 6200 230 600 TERTIARY 16 PB16 6200 230 600 PRIMARY 17 PB17 6200 230 600 PRIMARY 18 PB18 3850 230 600 PRIMARY 19 PB19 4800 230 600 PRIMARY 20 PB20 2885 230 600 PRIMARY 21 PB21 2885 230 600 PRIMARY 22 PB22 4800 230 600 PRIMARY 23 PB23 3850 230 600 PRIMARY 24 PB24 2500 230 600 PRIMARY 25 PB25 2500 230 600 PRIMARY 26 PB26 4850 230 600 PRIMARY 27 PB27 4850 230 600 PRIMARY 28 PB28 4850 230 600 PRIMARY 29 PB29 2500 230 600 PRIMARY 30 PB30 2500 230 600 PRIMARY 31 PB31 2120 230 600 PRIMARY 32 PB32 2120 230 600 TERTIARY 33 PB33 3850 230 600 PRIMARY 34 PB34 2120 230 600 TERTIARY 35 PB35 2120 230 600 PRIMARY 36 PB36 2120 230 600 PRIMARY 37 PB37 2120 230 600 TERTIARY 38 PB38 3850 230 600 PRIMARY 39 PB39 2120 230 600 TERTIARY 40 PB40 2120 230 600 PRIMARY 41 PB41 3540 230 600 PRIMARY 42 PB42 3850 230 600 PRIMARY 43 PB43 3540 230 600 PRIMARY 44 PB44 5020 230 600 PRIMARY 45 PB45 5020 230 600 TERTIARY 46 PB46 1690 230 600 TERTIARY 47 PB47 1690 230 600 TERTIARY 48 PB48 1690 230 600 TERTIARY 49 PB49 1690 230 600 TERTIARY 50 PB50 3540 230 600 PRIMARY 51 PB51 2665 230 600 PRIMARY 52 PB52 3540 230 600 PRIMARY 53 PB53 2665 230 600 PRIMARY 54 PB54 3540 230 600 PRIMARY 55 PB55 5020 230 600 PRIMARY 56 PB56 5020 230 600 TERTIARY 57 PB57 1690 230 600 TERTIARY 58 PB58 1690 230 600 TERTIARY 59 PB59 1620 230 600 TERTIARY 60 PB60 1620 230 600 TERTIARY 61 PB61 3540 230 600 PRIMARY 62 PB62 3850 230 600 PRIMARY 63 PB63 3540 230 600 PRIMARY 64 PB64 3850 230 600 PRIMARY 65 PB65 5020 230 600 PRIMARY 66 PB66 2665 230 600 PRIMARY 67 PB67 2665 230 600 PRIMARY 68 PB68 5020 230 600 PRIMARY 69 PB69 3850 230 600 PRIMARY 70 PB70 930 230 600 PRIMARY 71 PB71 2500 230 600 PRIMARY 72 PB72 2500 230 600 PRIMARY 73 PB73 930 230 600 PRIMARY 74 PB74 930 230 600 PRIMARY 75 PB75 930 230 600 PRIMARY 110 1104 1 3 5 6 7 8 9 2 X 4 A B ED F G H J MY A A' SECTION A-A' GROUND LINE C33 C34 C35 C36 F8 F14 F18 PB70 F15 PB71 PB72 PB73 PB74 PB75 B KC C K 1305 1305 1305 1305 BRICK WALL CEMENT
SCREEDING
BRICK
BAT COBA
SUNK KEYPLAN RIZVI COLLEGE OF ARCHITECTURE YEAR 3RD YEAR SEMESTER : 6 EXAM SEAT No. 5191 ROLL No.: 1918 NAME :BURHANUDDIN MAJAL DWG No.: 3 SCALE : 1:50 COLLEGE STAMP & SIGN.
2.
3.
6.
FOUNDATION PLAN
FIRST FLOOR PLAN
WORKING DRAWINGS SEMESTER 6 TWIN
LEGEND
BRICK WALL R.C.C
TREAD AND RISER DETAIL @1:5 SCALE
TWIN BUNGALOW
NOTES
1. THIS IS AN ACADEMIC EXERCISE.
2. DRAWINGS SHOULD NOT BE MEASURED.
3. DATA'S ARE ASSUMED WHEREVER REQUIRED
4. R.C.C FRAMED STRUCTURE.
5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS.
6. WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY.
7. BRICKS TO BE LAID WITH FROGS UPWARDS.
8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.
9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.
10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.
11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY.
12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.
13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.
14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.
VOIDS TO BE MARKED WITH DIAGONAL LINES.
DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK.
ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.
@ 1:25 SCALE
@ 1:25 SCALE
DETAIL
ALL DIMENSIONS UNFINISHED FACE.
LEVELS ARE MENTION THE GROUND FLOOR 14. ARCHITECTURAL CHAJJA,CANOPIES LINE, EXCEPTION
VOIDS TO BE MARKED 16. DRAWINGS TO BY THE SITE ENGINEER OF WORK.
ANY AMBIGUITY ARCHITECT WITH WRITING.
LEGEND
BRICK WALL
KEYPLAN
COLLEGE
COLLEGE STAMP & SIGN.
NOSING DETAIL @ 1:2 SCALE
ROLL
No.:
No.: 13 SCALE : 1:50
RAILING DETAILTREAD DETAIL @ 1:15 SCALE
:BURHANUDDIN MAJAL
1:10 SCALE
SEAT
+/- 00 MM LVL 600 MM LVL 3900 MM LVL 7200 MM LVL +10500 MM LVL 16085 MM LVL GROUND LEVEL PLINTH LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL MUMPTY LEVEL 13800 MM LVL OHT LEVEL SECTION A-A' +10500 MM LVL TERRACE BUND LEVEL ALUMINIUM RAILING WITH 8 MM THICK GLASS 150 MM THK RCC SLAB 10 MM THK MOSAIC TILES 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150 MM RCC LINTEL 100 MM RCC SILL 230 MM THK BRICK WALL THREE TRACK ALUMINIUM FRAMED SLIDING WINDOW WITH 8 MM THK GLASS 230 600 MM RCC BEAM 100 MM SKIRTING 450 MM WIDE RCC FACADE TREATMENT FOR CHAJJA 18 MM THK EXTERNAL PLASTER 12 MM THK INTERNAL PLASTER 1000 MM RCC PLINTH PROTECTION 230 600 MM RCC EXTERNAL PLINTH BEAM RAMMED EARTH 150 MM THK PCC BED 230 MM THK DRY RUBBLE PACKING 230 MM THK BRICK BUND 1800 MM DEEP RCC OHT STRINGER BEAM STAIRCASE RAILING 2630 1000 MM RCC FOOTING GROUND LINE PCC COPING 33003150 21002000 800 1300 1300 33003150 2100 3300 3150 1300 450 100 3300 2100 2000 800 1300 1300 2100 31503300 3150 100 1300 800800 3300 3300 450
RIZVI COLLEGE OF ARCHITECTURE YEAR : 3RD YEAR SEMESTER 6 EXAM SEAT No. 5191 ROLL No.: 1918 NAME :BURHANUDDIN MAJAL DWG No.: 12 SCALE : 1:50 COLLEGE STAMP & SIGN.
PROJECTIONS. 11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY. 12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE. 13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL. 14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC. 15. VOIDS TO BE MARKED WITH DIAGONAL LINES. 16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK. 17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING. KEYPLAN SECTION A - A' BRICK BAT COBA SCREEDING +/- 00 MM LVL 600 MM LVL 3900 MM LVL + 7200 MM LVL +10500 MM LVL 16085 MM LVL GROUND LEVEL GROUND LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL MUMPTY LEVEL 13800 MM LVL OHT LEVEL + 8250 MM LVL SECOND FLOOR RAILING LEVEL +10650 MM LVL TERRACE BUND LEVEL + 7350 MM LVL SECOND FLOOR TERRACE BUND LEVEL + 11550 MM LVL SECOND FLOOR RAILING LEVEL +/- 00 MM LVL 600 MM LVL 3900 MM LVL 7200 MM LVL +10500 MM LVL 16085 MM LVL GROUND LEVEL GROUND LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL MUMPTY LEVEL 13800 MM LVL OHT LEVEL 8250 MM LVL SECOND FLOOR RAILING LEVEL +10650 MM LVL TERRACE BUND WALL LEVEL 11550 MM LVL TERRACE RAILING LEVEL SECTION B-B' +/- 00 MM LVL 600 MM LVL 3900 MM LVL + 7200 MM LVL +10500 MM LVL GROUND LEVEL PLINTH LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL 8250 MM LVL SECOND FLOOR RAILING LEVEL +10650 MM LVL TERRACE BUND LEVEL 7350 MM LVL 11550 MM LVL SECOND FLOOR RAILING LEVEL SECOND FLOOR TERRACE BUND LEVEL ALUMINIUM RAILING WITH 8 MM THICK GLASS 150 MM BRICK BUND WALL 150 MM THK RCC SLAB 40 MM FLUSH DOOR WITH TEAKWOOD FRAME 230 X 600 MM RCC BEAM 150 MM RCC LINTEL 10 MM THK MOSAIC TILES 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150 MM RCC LINTEL 100 MM RCC SILL 230 MM THK BRICK WALL FOUR TRACK ALUMINIUM FRAMED SLIDING WINDOW WITH MM THK GLASS 230 X 600 MM RCC BEAM 150 MM THK BRICK WALL 100 MM SKIRTING FIXED LOUVERS 450 MM WIDE RCC FACADE TREATMENT FOR CHAJJA 18 MM THK EXTERNAL PLASTER 12 MM THK INTERNAL PLASTER 1000 MM RCC PLINTH PROTECTION 230 600 MM RCC EXTERNAL PLINTH BEAM RAMMED EARTH 1400 1000 MM RCC FOOTING 150 MM THK PCC BED 230 MM THK DRY RUBBLE PACKING GROUND LINE 31503300130027002000 800 1300 600 450 315033001300 3100 100 3300 3150
ROLL No.: 1918 NAME
DWG
15.
16.
17.
KEYPLAN SECTION B - B' R.C.C BRICK BAT COBA SCREEDING 40 MM SCREEDING 100 MM SKIRTING HANDRAIL BALUSTER STRINGER
BEAM
NEWEL POST MIDLANDING 600 MM X 230 MM RCC BEAM 150 MM THICK RCC SLAB 20 MM THICK WOODEN TREAD 18 MM THICK KADAPPA STONE 12 MM THICK MORTAR 600 X 600 MM 12 MM THICK VITRIFIED TILES 1200 300EQEQ EQ 2500 1234567891011 212019181716151413 12MIDLANDING +1950 MM LVL 21 TREADS 300 MM 22 RISERS 150 MM EQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ 300 2324252627282930313233 424140393837363534MIDLANDING +4250 MM LVL EQEQ EQ EQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ 22 21 TREADS 300 MM 22 RISERS 150 MM 300 MIDLANDING +8550 MM LVL 676869707172737475 76 77 84838281807978 EQEQ EQ EQEQEQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ 66 65 64 22 TREADS 300 MM 23 RISERS 150 MM EQ 85 2HR 2HR2HR 2HR2HR 2HR 2HR 2HR2HR 2HR2HR 2HR 2HR 2HR2HR 2HR2HR 2HR 2HR UP GROUND FLOOR STAIRCASE PLAN FIRST FLOOR STAIRCASE PLAN TERRACE FLOOR STAIRCASE PLAN 350 600 50 501800 1200 1200 2500 UP 350 600 50 501800 1200 1200 2500 UP 350 600 50 501800 600 1200 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 +750 MM LVL +3450 MM LVL 18 MM THICK KADAPPA STONE 1200 300EQEQ 1234567891011 212019181716151413 12MIDLANDING +1950 MM LVL 21 TREADS 300 MM 22 RISERS - 150 MM EQEQEQEQEQEQEQEQ 2HR 2HR2HR UP600 50 50 600 600 600 600 +750 MM LVL SKIRTING
@ 1:2 SCALE 20 MM THICK WOODEN TREAD 18 MM THICK KADAPPA STONE 12 MM THICK MORTAR STAIR STRINGER BEAM 6 MM CHAMFER 12 MM THK NITCO 600 X 100 MM POLISH VITRIFIED TILES 5 MM THK MORTAR 20 MM THICK WOODEN TREAD 18 MM THICK KADAPPA STONE 12 MM THICK MORTAR STAIR STRINGER BEAM 20 MM THICK WOODEN TREAD 18 MM THICK KADAPPA STONE 12 MM THICK MORTAR 10 MM METAL COVER CAP STAIR STRINGER BEAM BALUSTER 100 MM SKIRTING INTERMEDIATE RAIL PIPE SECTION
SECTION
RCC TREAD LINE FINISH RISER EDGE LINE ON TREAD TREAD EDGE NOSING EDGE @
PLANS
4 20 10 RIZVI COLLEGE YEAR 3RD YEAR EXAM
No.: NAME :BURHANUDDIN DWG
TWIN 1. THIS IS AN ACADEMIC 2. DRAWINGS SHOULD 3. DATA'S ARE ASSUMED 4. R.C.C FRAMED 5. REFER SEPARATE DEPTH,THICKNESS,PROJECT FOR STRUCTURAL 6. WALLS ARE AND RESPECTIVELY. 7. BRICKS TO BE LAID 8. MORTARS SHOULD THICKNESS. 9. FIRST COAT TO PROOFING ADMIXTURES. 10. DRIP MOULD TO PROJECTIONS. 11. PLASTER THICKNESS AND 18 MM EXTERNALLY. 12.
13.
15.
17.
STAIRCASE 250 540 170 900 750 450 600 1700 2180 SUNK 200 MM LVL SLOPE1:100 370 600 250 540 170 2100 2050 3500 2900 3150 900 3500 3150 1200 3500 2900 3150 230MM THK BRICK WALL 600 x900 MM LOUVERED WINDOW 230 x600 MM RCC BEAM STAINLESS STEEL SHOWER (GROHE EUPHORIA SYSTEM 180) 600 x300 x12 MM THK DADO TILES STAINLESS STEEL WATER TAPS 10 MM THK NITCO CUBIX GREY 300 X 300 MM ANTI-SKID VITRIFIED TILES SOAP HOLDER MM THK MIRROR IN ALUMINIUM FRAME COUNTER TOP BASIN 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150MM THK RCC SLAB MM THK FROSTED GLASS PARTITION 230MM THK BRICK WALL 230 x600 MM RCC BEAM 600 x300 x12 MM THK DADO TILES 10 MM THK NITCO CUBIX GREY 300 300 MM ANTI-SKID VITRIFIED TILES 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150MM THK RCC SLAB 8 MM THK FROSTED GLASS PARTITION FLUSH TANK WALL MOUNTED WC TOILET PAPER HOLDER 230MM THK BRICK WALL 230 x600 MM RCC BEAM STAINLESS STEEL SHOWER (GROHE EUPHORIA SYSTEM 180) 600 x300 x12 MM THK DADO TILES STAINLESS STEEL WATER TAPS 10 MM THK NITCO CUBIX GREY 300 X 300 MM ANTI-SKID VITRIFIED TILES 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150MM THK RCC SLAB MM THK FROSTED GLASS PARTITION FLUSH TANK WALL MOUNTED WC JETSPRAY EXHAUST FAN 230MM THK BRICK 230 x600 MM RCC 600 x300 x12 MM THK 10 MM THK NITCO 300 X 300 MM ANTI-SKID TILES COUNTER TOP BASIN 40 MM THK SCREEDING 150 MM THK BRICK 150MM THK RCC SLAB 150 MM THK BRICK WALL GRANITE FRAME 230MM THK BRICK WALL 100MMx100MM NAHANI TRAP COUNTER TOP BASIN STAINLESS STEEL SHOWER (GROHE EUPHORIA SYSTEM 180) 150 MM THK BRICK WALL WALL MOUNTED WC 600 x900 MM LOUVERED WINDOW 10 MM THK NITCO CUBIX GREY 300 300 MM ANTI-SKID VITRIFIED TILES TILE DROP PLAN SECTION D-D'SECTION C-C' SECTION B-B' SECTION A-A' 2100 500 480 790 1200 2400 3500 2900 3150 450 372 250 540 170 750 150 450 1700 2180 SUNK 200 MM LVL SLOPE1:100 370 900 600 2100 2400 3500 2900 3150 900 3500 2900 3150 1200 3500 2900 3150 230MM THK BRICK WALL 600 x900 MM LOUVERED WINDOW 230 x600 MM RCC BEAM STAINLESS STEEL SHOWER (GROHE EUPHORIA SYSTEM 180) 600 x300 x12 MM THK DADO TILES STAINLESS STEEL WATER TAPS 10 MM THK NITCO CUBIX GREY 300 300 MM ANTI-SKID VITRIFIED TILES SOAP HOLDER 8 MM THK MIRROR IN ALUMINIUM FRAME COUNTER TOP BASIN 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150MM THK RCC SLAB 8 MM THK FROSTED GLASS PARTITION 230MM THK BRICK WALL 230 x600 MM RCC BEAM 600 x300 x12 MM THK DADO TILES 10 MM THK NITCO CUBIX GREY 300 X 300 MM ANTI-SKID VITRIFIED TILES 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150MM THK RCC SLAB MM THK FROSTED GLASS PARTITION FLUSH TANK WALL MOUNTED WC TOILET PAPER HOLDER 230MM THK BRICK WALL 230 x600 MM RCC BEAM STAINLESS STEEL SHOWER (GROHE EUPHORIA SYSTEM 180) 600 x300 x12 MM THK DADO TILES STAINLESS STEEL WATER TAPS 10 MM THK NITCO CUBIX GREY 300 X 300 MM ANTI-SKID VITRIFIED TILES 40 MM THK SCREEDING 150 MM THK BRICK BAT COBA 150MM THK RCC SLAB 8 MM THK FROSTED GLASS PARTITION FLUSH TANK WALL MOUNTED WC JETSPRAY EXHAUST FAN 150 MM THK BRICK WALL 230MM THK BRICK WALL 100MMx100MM NAHANI TRAP COUNTER TOP BASIN STAINLESS STEEL SHOWER (GROHE EUPHORIA SYSTEM 180) 150 MM THK BRICK WALL WALL MOUNTED WC 600 x900 MM LOUVERED WINDOW 10 MM THK NITCO CUBIX GREY 300 X 300 MM ANTI-SKID VITRIFIED TILES TILE DROP PLAN SECTION A-A' 2100 500 480 2400 3500 2900 3150 450 372 SECTION A - A’ SECTION B - B’ TOILET DETAIL PLAN TOILET DETAIL SECTION STAIRCASE DETAILS
TWIN BUNGALOW
NOTES
1. THIS IS AN ACADEMIC EXERCISE.
DRAWINGS SHOULD NOT BE MEASURED.
DATA'S ARE ASSUMED WHEREVER REQUIRED
R.C.C FRAMED STRUCTURE.
REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS.
WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY.
7. BRICKS TO BE LAID WITH FROGS UPWARDS.
MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.
FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.
10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.
11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY.
12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.
13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.
14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.
15. VOIDS TO BE MARKED WITH DIAGONAL LINES.
16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK.
17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.
TWIN BUNGALOW
NOTES
1. THIS IS AN ACADEMIC EXERCISE.
2. DRAWINGS SHOULD NOT BE MEASURED.
DATA'S ARE ASSUMED WHEREVER REQUIRED
R.C.C FRAMED STRUCTURE.
FRONT ELEVATION
5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS.
WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY.
7. BRICKS TO BE LAID WITH FROGS UPWARDS.
MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS.
9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES.
10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS.
11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY.
12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE.
13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL.
14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC.
15. VOIDS TO BE MARKED WITH DIAGONAL LINES.
16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK.
17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.
KEYPLAN
LEGEND
EAST ELEVATION
EAST & SOUTH ELEVATION
KEYPLAN
LEGEND
SOUTH ELEVATION
KEYPLAN
& SOUTH ELEVATION
TWIN BUNGALOW
WALL DETAILS
KEYPLAN
EAST ELEVATION COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT 18 MM THICK PLASTER FINISHED WITH SAND FACED PLASTER COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT GLASS RAILING OF BRAND SKYDECK ,EACH GLASS PANEL SIZE 1025 X 750 (STANDARD SIZE FOLLOWED THROUGHOUT) WOODEN PERGOLA THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH MM THICK GLASS FOUR TRACK ALUMINIUM FRAMED WINDOW GLASS WITH MM THICK GLASS 18 MM THICK PLASTER FINISHED WITH SAND FACED PLASTER 230 X 450 MM RCC COLUMN FINISHED WITH 18 MM THICK PLASTER 10 MM THK PVC CLADDING SOUTH ELEVATION COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT GLASS RAILING OF BRAND SKYDECK ,EACH GLASS PANEL SIZE 1025 750 (STANDARD SIZE FOLLOWED THROUGHOUT) 10 MM THICK AND 100 MM WIDE REMOVABLE PVC FINS WITH SMOOTH AND GLOSSY FINISH 18 MM THICK PLASTER FINISHED WITH SAND FACED PLASTER THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH 8 MM THICK GLASS THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH MM THICK GLASS 400 X 3300 MM ROTATABLE GLASS LOUVERS WITH 8MM THK GLASS IN ALUMINIUM FRAMING WOODEN PERGOLA 450 MM WIDE RCC FACADE TREATMENT FOR CHAJJA
RIZVI COLLEGE OF ARCHITECTURE YEAR 3RD YEAR SEMESTER 6 EXAM SEAT No. 5191 ROLL No.: 1918 NAME :BURHANUDDIN MAJAL DWG No.: 14 SCALE : 1:50 COLLEGE STAMP & SIGN.
2.
3.
4.
5.
6.
8.
9.
EAST ELEVATION SECOND FLOOR LEVEL TERRACE LEVEL RAILING LEVEL TERRACE BUND LEVEL SECOND FLOOR TERRACE BUND LEVEL RAILING LEVEL 1 COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT 18 MM THICK PLASTER FINISHED WITH SAND FACED PLASTER 1 COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT GLASS RAILING OF BRAND SKYDECK ,EACH GLASS PANEL SIZE 1025 750 (STANDARD SIZE FOLLOWED THROUGHOUT) WOODEN PERGOLA THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH MM THICK GLASS FOUR TRACK ALUMINIUM FRAMED WINDOW GLASS WITH 8 MM THICK GLASS 18 MM THICK PLASTER FINISHED WITH SAND FACED PLASTER 230 450 MM RCC COLUMN FINISHED WITH 18 MM THICK PLASTER 10 MM THK PVC CLADDING SOUTH ELEVATION +/- 00 MM LVL 600 MM LVL 3900 MM LVL 7200 MM LVL +10500 MM LVL 16085 MM LVL GROUND LEVEL GROUND LEVEL FIRST FLOOR LEVEL SECOND FLOOR LEVEL TERRACE LEVEL MUMPTY LEVEL 13800 MM LVL OHT LEVEL 1 COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT 1 COAT OF PLASTER 18 MM THICK AND 1 COAT OF NEROLAC PRIMER FINISHED WITH JSW EXTERNAL WALL PAINT GLASS RAILING OF BRAND SKYDECK ,EACH GLASS PANEL SIZE 1025 X 750 (STANDARD SIZE FOLLOWED THROUGHOUT) 10 MM THICK AND 100 MM WIDE REMOVABLE PVC FINS WITH SMOOTH AND GLOSSY FINISH 18 MM THICK PLASTER FINISHED WITH SAND FACED PLASTER THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH 8 MM THICK GLASS THREE TRACK ALUMINIUM FRAMED WINDOW GLASS WITH 8 MM THICK GLASS 400 3300 MM ROTATABLE GLASS LOUVERS WITH 8MM THK GLASS IN ALUMINIUM FRAMING 8250 MM LVL SECOND FLOOR RAILING LEVEL +10650 MM LVL TERRACE BUND WALL LEVEL 11550 MM LVL TERRACE RAILING LEVEL WOODEN PERGOLA 450 MM WIDE RCC FACADE TREATMENT FOR CHAJJA KEYPLAN RIZVI COLLEGE OF ARCHITECTURE YEAR 3RD YEAR SEMESTER 6 EXAM SEAT No. 5191 ROLL No.: 1918 NAME :BURHANUDDIN MAJAL DWG No.: 14 SCALE : 1:50 COLLEGE STAMP & SIGN.
3.
4.
6.
8.
EAST
PLAN @ 1500 MM PLAN @ 300 MM PLAN @ 900 MM 3200 300 1050 3000 3000 3000 3200600 300 600 3200 1050 3200 3200 1050 3000 3000 3000 3200 3200 1050 3000 3000 3000 3200600 600 600 'D' 'C' 'A' PLAN @ 2900 MM DETAIL DETAIL DETAIL 230 MM THICK PCC COPING 5 MM THICK MS PLATE 40 MM DIA STEEL BAR WELDED TO STEEL PLATE DRIP MOULD 18 MM THICK PLASTER 300 X 600 MM RCC PLINTH KERB STONE C.I METAL GRATING 450 X 500 MM RCC TRENCH 230 MM THICK RUBBLE PACKING 150 MM THICK PCC BED 55 MM THICK PAVER BLOCKS 40 MM SCREEDING 230 MM THICK BRICK WALL RAMMED EARTH 230 MM THICK PCC COPING 300x 300 MM RCC COLUMN 40 MM DIA STEEL BAR WELDED TO STEEL PLATE DRIP MOULD 230 MM THICK BRICK WALL 230 MM THICK PCC COPING 230 MM THICK BRICK WALL 150 MM THICK BRICK WALL DRIP MOULD 18 MM THICK PLASTER 300 X 600 MM RCC PLINTH KERB STONE C.I METAL GRATING 400 X 500 MM RCC TRENCH 230 MM THICK RUBBLE PACKING 150 MM THICK PCC BED 55 MM THICK PAVER BLOCKS 40 MM SCREEDING 230 MM THICK PCC COPING 300x 300 MM RCC COLUMN DRIP MOULD 18 MM THICK PLASTER RAMMED EARTH + 00 MM LVL ROAD LEVEL + 150 MM LVL SITE LEVEL 2100 MM LVL BRICK WALL LEVEL 2250 MM LVL COPING LEVEL + 600 MM LVL RCC PLINTH LEVEL 00 MM LVL ROAD LEVEL 150 MM LVL SITE LEVEL 600 MM LVL RCC PLINTH LEVEL + 2100 MM LVL BRICK WALL LEVEL + 2250 MM LVL COPING LEVEL 2020 MM LVL BRICK WALL LEVEL 2250 MM LVL COPING LEVEL + 2020 MM LVL BRICK WALL LEVEL + 2250 MM LVL COPING LEVEL 3200 1050 3000 3000 3000 3200600 600 600 'B' A A' C C' D D' B B' SECTION A - A' SECTION B - B' PLAN @ 2900 MM 230 MM THK RCC COPING FINISHED WITH 18 MM THK PLASTER DRIP MOULD 300x 300 MM RCC COLUMN 300x 300x 100 MM MS PLATE BULB STAINLESS STEEL OUTDOOR LIGHTING DETAIL AT 'B' @ SCALE 1:5 ROLL NAME DWG COLLEGE TWIN 1. THIS 2. DRAWINGS 3. DATA'S 4. R.C.C 5. REFER DEPTH,THICKNESS,PROJECT FOR 6. WALLS RESPECTIVELY. 7. BRICKS 8. MORTARS THICKNESS. 9. FIRST PROOFING 10. DRIP PROJECTIONS. 11. PLASTER AND 18 12. ALL UNFINISHED 13. LEVELS THE 14. ARCHITECTURAL CHAJJA,CANOPIES LINE, 15. VOIDS 16. DRAWINGS BY THE OF WORK. 17. ANY ARCHITECT WRITING. COMPOUND 230 MM THICK PCC COPING 5 MM THICK MS PLATE 40 MM DIA STEEL BAR WELDED TO STEEL PLATE DRIP MOULD 18 MM THICK PLASTER 300 X 600 MM RCC PLINTH KERB STONE C.I METAL GRATING 450 X 500 MM RCC TRENCH 230 MM THICK RUBBLE PACKING 150 MM THICK PCC BED 55 MM THICK PAVER BLOCKS 40 MM SCREEDING 230 MM THICK BRICK WALL RAMMED EARTH 230 MM THICK PCC COPING 300x 300 MM RCC COLUMN 40 MM DIA STEEL BAR WELDED TO STEEL PLATE DRIP MOULD 230 MM THICK BRICK WALL 230 MM THICK PCC COPING 230 MM THICK BRICK WALL 150 MM THICK BRICK WALL DRIP MOULD 18 MM THICK PLASTER 300 600 MM RCC PLINTH KERB STONE C.I METAL GRATING 400 500 MM RCC TRENCH 230 MM THICK RUBBLE PACKING 150 MM THICK PCC BED 55 MM THICK PAVER BLOCKS 40 MM SCREEDING 230 MM THICK PCC COPING 300x 300 MM RCC COLUMN DRIP MOULD RAMMED EARTH 00 MM LVL ROAD LEVEL 150 MM LVL SITE LEVEL + 2100 MM LVL BRICK WALL LEVEL + 2250 MM LVL COPING LEVEL 600 MM LVL RCC PLINTH LEVEL 00 MM LVL ROAD LEVEL 150 MM LVL SITE LEVEL + 600 MM LVL RCC PLINTH LEVEL 2100 MM LVL BRICK WALL LEVEL 2250 MM LVL COPING LEVEL + 2020 MM LVL BRICK WALL LEVEL + 2250 MM LVL COPING LEVEL 2020 MM LVL BRICK WALL LEVEL 2250 MM LVL COPING LEVEL 3200 1050 3000 3000 3000 3200600 600 600 'B' A A' C C' D D' B B' SECTION A - A' SECTION B B' PLAN @ 2900 MM 230 MM THK RCC COPING FINISHED WITH 18 MM THK PLASTER DRIP MOULD 300x 300 MM RCC COLUMN 300x 300x 100 MM MS PLATE BULB STAINLESS STEEL OUTDOOR LIGHTING DETAIL AT 'B' @ SCALE 1:5 BRICK WALL R.C.C ROLL No.: 1918 NAME :BURHANUDDIN DWG No.: 20 SCALE COLLEGE STAMP & TWIN BUNGALOW LEGEND NOTES 1. THIS IS AN ACADEMIC EXERCISE. 2. DRAWINGS SHOULD NOT BE MEASURED. 3. DATA'S ARE ASSUMED WHEREVER 4. R.C.C FRAMED STRUCTURE. 5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS. 6. WALLS ARE AND 230 AND 150 MM. RESPECTIVELY. 7. BRICKS TO BE LAID WITH FROGS 8. MORTARS SHOULD NOT EXCEED THICKNESS. 9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES. 10. DRIP MOULD TO BE PROVIDED PROJECTIONS. 11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY. 12. ALL DIMENSIONS ARE FROM UNFINISHED UNFINISHED FACE. 13. LEVELS ARE MENTION WITH REFERENCE THE GROUND FLOOR LEVEL. 14. ARCHITECTURAL PROJECTIONS CHAJJA,CANOPIES TO BE SHOWN LINE, EXCEPTION FOR CASE SPECIFIC. 15. VOIDS TO BE MARKED WITH DIAGONAL 16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE OF WORK. 17. ANY AMBIGUITY TO BE CLARIFIED ARCHITECT WITH IMMEDIATE EFFECT WRITING. KEYPLAN COMPOUND WALL FRONT ELEVATION PLAN @ 900 MM 3200 1050 3000 3000 3000 3200 3200 1050 3000 3000 3000 3200600 600 600 'D' 'C' 'A' PLAN @ 2900 MM 230 MM THK RCC COPING FINISHED WITH 18 MM THK PLASTER DRIP MOULD 300x 300 MM RCC COLUMN MS CHANNEL WELDED TO THE BOTTOM OF THE GATE FRAME FIXING BOLT STAINLESS STEEL WHEEL STAINLESS STEEL RAIL EMBEDDED IN ROAD SURFACE 170 DETAIL AT 'D' @ SCALE 1:5 DETAIL AT 'C' @ SCALE 1:5 BRICK WALL R.C.C DWG No.: 19 SCALE 1:25 COLLEGE STAMP & SIGN.
LEGEND NOTES 1. THIS IS AN ACADEMIC EXERCISE. 2. DRAWINGS SHOULD NOT BE MEASURED. 3. DATA'S ARE ASSUMED WHEREVER REQUIRED 4. R.C.C FRAMED STRUCTURE. 5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS. 6. WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY. 7. BRICKS TO BE LAID WITH FROGS UPWARDS. 8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS. 9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES. 10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS. 11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY. 12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE. 13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL. 14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC. 15. VOIDS TO BE MARKED WITH DIAGONAL LINES. 16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK. 17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING. KEYPLAN COMPOUND WALL DETAILS FRONT ELEVATION PLAN @ 1500 MM PLAN @ 300 MM PLAN @ 900 MM 3200 300 1050 3000 3000 3000 3200600 300 600 3200 1050 3200 3200 1050 3000 3000 3000 3200 3200 1050 3000 3000 3000 3200600 600 600 'D' 'C' 'A' PLAN @ 2900 MM 230 MM THK RCC COPING FINISHED WITH 18 MM THK PLASTER DRIP MOULD 300x 300 MM RCC COLUMN MS CHANNEL WELDED TO THE BOTTOM OF THE GATE FRAME FIXING BOLT STAINLESS STEEL WHEEL STAINLESS STEEL RAIL EMBEDDED IN ROAD SURFACE 170 30 DETAIL AT 'D' @ SCALE 1:5 DETAIL AT 'C' @ SCALE 1:5 DETAIL AT 'A' @ SCALE 1:5 BRICK WALL R.C.C KEYPLAN RIZVI COLLEGE OF ARCHITECTURE YEAR 3RD YEAR SEMESTER 6 EXAM SEAT No. 5191 ROLL No.: 1918 NAME :BURHANUDDIN MAJAL DWG No.: 19 SCALE 1:25 COLLEGE STAMP & SIGN. TWIN BUNGALOW LEGEND NOTES 1. THIS IS AN ACADEMIC EXERCISE. 2. DRAWINGS SHOULD NOT BE MEASURED. 3. DATA'S ARE ASSUMED WHEREVER REQUIRED 4. R.C.C FRAMED STRUCTURE. 5. REFER SEPARATE NOTES FOR MINIMUM DEPTH,THICKNESS,PROJECT SPECIFICATIONS FOR STRUCTURAL MEMBERS. 6. WALLS ARE AND 230 AND 150 MM. THK. RESPECTIVELY. 7. BRICKS TO BE LAID WITH FROGS UPWARDS. 8. MORTARS SHOULD NOT EXCEED 18 MM IN THICKNESS. 9. FIRST COAT TO BE MADE WITH WATER PROOFING ADMIXTURES. 10. DRIP MOULD TO BE PROVIDED TO ANY PROJECTIONS. 11. PLASTER THICKNESS 12 MM INTERNALLY AND 18 MM EXTERNALLY. 12. ALL DIMENSIONS ARE FROM UNFINISHED TO UNFINISHED FACE. 13. LEVELS ARE MENTION WITH REFERENCE TO THE GROUND FLOOR LEVEL. 14. ARCHITECTURAL PROJECTIONS SUCH AS CHAJJA,CANOPIES TO BE SHOWN IN DOTTED LINE, EXCEPTION FOR CASE SPECIFIC. 15. VOIDS TO BE MARKED WITH DIAGONAL LINES. 16. DRAWINGS TO BE CHECKED THOROUGHLY BY THE SITE ENGINEER BEFORE THE EXECUTION OF WORK. 17. ANY AMBIGUITY TO BE CLARIFIED BY THE ARCHITECT WITH IMMEDIATE EFFECT IN WRITING.
COMPOUND
COMPOUND WALL DETAILS
SASSOON DOCKS DOCUMENTATION
Brief Interpretation
Due to the ongoing Covid-19 pandemic public mobility has had a sharp decline. Nonetheless, public transportation is still a necessity for the common man and it's almost inevitable to avoid such a social interaction. Thus public transport is evidently one of the main hubs for the spread of the virus In such places, the norm of social distancing is tough to practice and hence it needs to be tackled delicately in terms of design along with the requisite SOPs. This will help create a relatively much safer and healthier place for daily commuters and flatten the curve of new cases.
About the Site
• The city of Panvel is uniquely located right at the junction of NH4, NH4B and NH17.
• It provides a good connection to the nearby cities i.e Mumbai and Pune as well as districts in Maharashtra like Satara, Raigad, Ratnagiri.
It also provides access to cities like Bengaluru and can even reach upto Chennai. The states of Gujarat and Rajasthan are also within it's reach.
• The MSRTC bus terminus of Panvel is located beside the NH48 Highway.
• It is considered to be a strategic terminus in the MSRTC unit of bus terminals.
It is an important terminus because it connects to many other terminus, being an important element to many regular commuters and long distance travellers as it provides fast and cheap transport to it users.
• It is also a very large terminus that caters to 2.52 lakh passengers and 4200 buses daily carrying each and every one to their desired location.
• Despite being a large and important terminus, it's condition isn't very good
Why We Selected Destination Bus Terminus?
This type of bus terminus is a connecting node between Urban-Rural, UrbanUrban, Rural-Rural areas.
The waiting period of buses as well as passengers at destination bus terminus is considerably more, which leads to more interaction that needs to be tackled during the covid-19 situation.
There are less amount of bus terminus specially designed for inter-state bus traveling.
Post pandemic, many families will be travelling back towards the city causing overcrowding at destination bus terminus.
1. Only one functional ticket counter
Strengths
Extensive unused area on site.
• Prime location.
• Major transportation hub.
• Well linked to the city.
• Necessary facilities available around.
Eg. Mall, medical facility, police station, religious places.
Railway station at walking distance.
Adjoining NH48 Highway.
Weakness
• Very underdeveloped.
• Improper usage of land.
Very poor customer satisfaction.
No crowd management.
No medical facilities within site.
Random passenger circulation.
No distinct space for stake holders, which leads to encroachment.
• No involvement of universal design.
• Pre-existing dead spaces.
• Unhygienic sanitary.
2. Illegal encroachment by stakeholders
SWOT ANALYSIS
Ticket Counter Evolution
• Intially circular platforms were thought for increasing the distance between the counters and the passengers, which followed the norms of social distancing.
Unfortunately, having circular platforms occupied a large amount of area creating dead spaces inbetween which would lead to an invasion of beggars Hence the concept of a circular platform wasn't taken forward.
• Furthermore, a continuous hedge was provided which had the risk of being miss used for seating.
• Finally the hedges were divided providing staggering and transperancy within queues.
Opportunity
• Able to provide large number of employment to potential stakeholders
• Proper land use.
• Less crowding, better passenger circulation.
Hygienic working conditions.
Good sanitation.
Incorporating landscape.
Less commotion at entrance and exit points.
• Using universal design.
Threats
Enchroachment of stakeholders.
No immediate medical provision within the site.
Unhygienic conditions, which cause an increase in spread of Covid.
Improper landuse causes illegal activities in dead spaces.
No proper passenger circulation which causes accident prone regions within the site.
Random bus parking within the site causes hindrance in bus circulation.
Site Justification
It is a major junction between Raigad, Mumbai, Pune, Satara, Ratnagiri, etc.
It is on the National Highway (NH-48), so it is used as a pause point by various commuters.
The existing site has been neglected for years and it is in complete rudimentary form
It is surrounded by essential facilities like a railway station, malls, hospitals, police stations, temples, etc making it a prime zone for commuters.
The existing site caters around 3000 commuters on a daily basis.
There are a wide range of buses ranging from - local, intercity, intracity, inter-state, tourist, etc.
The existing terminus nests around 135 buses
The Panvel railway station is in very close proximity to the site which makes it a junction between daily users as well as interstate users.
PANVEL BUS TERMINUS
3. Toilets are Unhygienic and not maintained properly
4. No distinct bus circulation
Canteen and stake holders
Majority users before travelling indulge in the activity of buying snacks, newspapers, magazines, medicines, accessories, etc.
Providing stakeholders near the waiting area and central courtyard acts as a well accessed point for the stakeholders.
Having a proper canteen area at any public space is an important requirement. Keeping the existing small canteen and covid situation in mind, a comparatively large area is provided for the food court.
A hexagonal table with transparent glass partitions restricts direct interaction but at the same time allows a visual connection between the users was the only feasible solution.
VIEW D - MSRTC ENTRANCE AND TICKET COUNTER
CANTEEN TABLE EVOLUTION
Ticket Counter Evolution
Intially circular platforms were thought for increasing the distance between the counters and the passengers, which followed the norms of social distancing.
Unfortunately, having circular platforms occupied a large amount of area creating dead spaces inbetween which would lead to an invasion of beggars Hence the concept of a circular platform wasn't taken forward.
Furthermore, a continuous hedge was provided which had the risk of being miss used for seating. Finally the hedges were divided providing staggering and transperancy within queues.
PROBLEMS
BUS CIRCULATION PEOPLE CIRCULATION
S.S.A.388 ANDC 2020-21
MAHARASTRA RAIGAD PANVEL
SOCIAL DISTANCING NATURAL LIGHT AND VENTILATION AVOID COMMUNICATION THOUGHT PROCESS SITE LOCATION TOTAL AREA 33.363 SQ MT S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS
Canteen and stake holders INITIAL DESIGN FINAL DESIGN
VIEW E - OVERLOOKING THE COURTYARD
AND
STAKEHOLDERS
INITIAL DESIGN FINAL DESIGN
VIEW D MSRTC ENTRANCE AND TICKET COUNTER
CANTEEN TABLE EVOLUTION
ANDC 2020 @ NATIONAL ASSOCIATION OF
STUDENTS
OF ARCHITECTURE
Design Evolution
concept of having a central courtyard surrounding pre-existing trees on site was taken into consideration.
Initially, having an enclosed space from all directions caused hindrance for air circulation and for the passengers.
Furthermore, the courtyard evolved into a semiopen space increasing the exposure to the trees on the site.
In the final stages of design evolution, interaction had largely increased which lead to complete transparency throughout the structure.
courtyard has been developed into a welcoming space which connected various activities and achieves it's goal in becoming a
gathering unit
Local Stakeholder
PROBLEMS
in a destination bus
of illegal
Hence, to avoid the formation of dead spaces, dedicated areas
The area has been designed in such a way that stakeholders when they access the Autorickshaw stand
Local Stakeholder
• The drop off area is an added feature to the existing site.
It is in very close proximity to the entrance making it very accessible by incoming buses.
• The drop off area is strategically placed THE near Autorickshaw stand making it very easy to access. Stakeholders play a vital role in a destination bus terminal.
• The site originally faced issues of illegal encroachment by local stakeholders in dead spaces Hence, to avoid the formation of dead spaces, stakeholders have been given dedicated areas to put up stalls.
• The area has been designed in such a way that the passengers unknowingly travel through the stakeholders when they access the Autorickshaw stand through the drop off area.
1. Good number of ticket Counters are provided considering social distancing. 2. Dead spaces are avoided. 3. Janitor rooms are provided for toilet maintenance 4. Bus circulation is planned considering passenger circulation. Public Entrance Facilities Trees Pathway
The
•
•
The
central
SOLUTIONS ZONING FORM EVOLUTION BUS PARKING MSRTC LOCAL BUS STAND LOCAL STAKEHOLDER PARKING ST WOKSHOP OFFICE LOCAL STAKEHOLDERS RICKSHAW STAND DROP OFF LOCAL BUS STAND SECURITY CABIN S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS
5. Lack of immediate facilities like ATM, healthcare, shops. 6. Existing waiting area fails to cater the daily commuters. 7. Not universally designed. 8. Improper planning of spaces. 10 20 D D SECTION A-A’ A VIEW A - INTERIOR OF ST WORKSHOP A KEY PLAN DESIGN PLAN S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS 5. Stakeholders are given designated spaces within the site. 7. Ramps are provided at every level difference incorporating universal design. 8. A central courtyard has been provided to increase passenger circulation within the built structure. 6. Huge waiting area space is provided considering social distancing norms. SOLUTIONS 10 20 B B VIEW B OVERLOOKING THE CANTEEN FROM THE BAY AREA VIEW C MSRTC WAITING AREA B E F KEY PLAN DESIGN PLAN S.S.A.388 ANDC 2020-21PANVEL BUS TERMINUS SECTION C-C’ 0 Local Stakeholder INITIAL DESIGNCIRCULATION OF PEOPLE IN DROP OFF AREA FINAL DESIGN PUBLIC CIRCULATION VIEW OF RICKSHAW STAND EVOLUTION OF RICKSHAW STAND SECTION D-D’ VIEW F LOCAL STAKEHOLDERS NEAR THE LOCAL BUS STOP SECTION C-C’ 5 0 3
The drop off area is an added feature to the existing site. It is in very close proximity to the entrance making it strategically placed THE Autorickshaw stand making it very easy to access.
INITIAL DESIGNCIRCULATION OF PEOPLE IN DROP OFF AREA
FINAL DESIGN
PUBLIC CIRCULATION
VIEW OF RICKSHAW STAND
EVOLUTION OF RICKSHAW STAND
VIEW
F
- LOCAL STAKEHOLDERS NEAR
THE
LOCAL BUS STOP
SECTION
C-C
’ 0 3
INITIAL DESIGNCIRCULATION OF PEOPLE IN DROP OFF AREA
FINAL
DESIGN
PUBLIC CIRCULATION
VIEW OF RICKSHAW STAND
EVOLUTION OF RICKSHAW STAND
ANDC 2021 @ NATIONAL ASSOCIATION OF STUDENTS OF ARCHITECTURE
BUILDING CONSTRUCTION PANEL SEMESTER 4
SITE DEVELOPMENT
HAND DONE MODELS
PHOTOGRAPHY
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