1
2007-2016:
HINAL NARAYAN SOLANKI I am Hinal Solanki, a student of Rachana Sansad’s Academy of Architecture, currently in my fourth year, aspiring to join hands in making this world a better place for living in shapes and forms. What fascinates me is how such a simple brick wall can impact so much in its surroundings and create an influence on each mind. Inorder to understand that further and explore the psychology behind spaces not only for humans but for animal species as well, i have developed an affinity for healthcare , modular , sustainable and flexible spaces as well as experiential spaces and also love playing with various materials and befriending them. Looking forward to tap into various subjects and further expand my knowledge and develop an area of expertise as an architect. With a vision to create something worthwhile for the world, I am looking forward to your perfect guidance in practicality and i assure to make the most of it .
EDUCATION
St. joesph’s High School, Orlem (S.S.C- 94.8%) 2016-2018: Shri T P Bhatia College of Science (H.S.C-94%) 2018-Present: Rachana Sansad’s Academy Of Architecture S.G.P.I: sem I : 8.69 sem II : 8.83 sem III : 7.36 sem IV : 8 sem V : 8.61 sem VI : 8.97 NATA merit score: 161.54 State Merit: 39 AIR: 79
DOCUMENTATION AND EXHIBITION 1ST YEAR - ACHARACHYA WADA - Fishing village (Malvan, Sindhudurg) 2ND YEAR- TALE OF TWO SETTLEMENTS Narkanda and Kotgarh
COMPETITIONS 2018-
Tiny Library (Volume zero)
2019-
Reading room (Bee Breaders)
2020-
The little big loo Rethinking Public Toilet (Volume zero) Solar Decathlon India (Finalists and Divisional winners)
INSTALLATIONS
2020-
Kalaghoda Arts Festival 2020 Theme- Thread
PERSONAL INFORMATION
Residential Address: A, 505, Shree Siddhivinayak towers , tank road , Orlem , Malad (west) , Mumbai-400064 Date Of Birth:
9th May 2000
Email ID:
hinalnsolanki@gmail.com hinals18@aoamumbai.in
Languages:
English, Hindi, Marathi, Gujarati, Sanskrit
+91 7977168350
hinals18@aoamumbai.in @hinalnsolanki @archdesigno
SKILLSET: ADVANCED
INTERMEDIATE
Sketching Model making Autodesk Autocad Photoshop Illustrator Indesign Rhinoceros 3d Lumion Microsoft Office Revit
Adobe Suite Animate Premiere Pro After Effects Sketchup Grasshopper
CONTENTS
01
ACADEMIC PROJECTS ARCHITECTURAL DESIGN STUDIO 1. Apple agrotourism and community centre| Semester 4 | HOSPITALITY
Pg 5-13
2. Veterinary Hospital and Institute | Semester 6 | HEALTHCARE
Pg 14-25
3. Bird and cat cafe | Semester 6 | HOSPITALITY
Pg 26-31
INTERIOR DESIGN STUDIO 1. Cafe cum Retail store| Semester 4 | HOSPITALITY ALLIED DESIGN STUDIO 1. Public plaza and garden| Semester 5 | URBAN INTERVENTION, LANDSCAPE WORKING DRAWING STUDIO 1. Mumbai Metro Rail Corporation Head Office, Mumbai Semester 4 2.Steel Construction
02 03 04 05
Pg 32-39
Pg 40-47
Pg 48-51 Pg 52-53
COMPETITIONS AND INSTALLATIONS 1. Solar Decathlon India| Semester 5-6 | SUSTAINABLE
Pg 54-67
2. Modular Clinic | HEALTHCARE
Pg 68-77
INSTALLATIONS 1. Kalaghoda Arts Festival India|2020
Pg 78-79
DOCUMENTATIONS 1. Acharachya Wadya |1st year
Pg 80-81
2. A Tale of two settlements | 2nd year
Pg 82-83
EXPLORATIONS | EXTRA- CURRICULUM 1. Material Exploration | Bamboo, bricks, concrete , cement
Pg 84-93
2. Interior design projetcs | Freelancing and part-time
Pg 94-101
3
01
APPLE AGROTOURISM AND COMMUNITY CENTRE KOTGARH, HIMACHAL PRADESH ARCHITECTURAL DESIGN STUDIO| SEMESTER 4 FACULTY - Ar. Porus Master Kotgarh, a village in Kumarsain subdivision of Shimla district in Himachal Pradesh is also famously known as the apple bowl of India. The site is highly contoured with winding paths , has extremely cold temperatures and scattered dense apple orchards surrounding the whole of kotgarh. The design intervention focused on promoting local culture to the tourists and create a place for the exchange of local values and skills. The well being and betterment of the local life was also a main part of the design with the provision of cafe, library and horticulture centre for the localites and institute of agriculture to spread the authentic knowledge of apple farming among tourists and hence being a major attraction for them. Provision of other amenities like general stores, medical and resting rooms for the guests were given The structure was built respecting the natural form of the land and enhancing it with the addition of the structure.
5
F
G
E M D A H C
B I
Cat cafe Bird cafe Pantry/kitchen Toilet
L
K
J
SECOND FLOOR PLAN PLAN CUT AT +8M
LEGEND 1. SECOND FLOOR PLAN
2. FIRST FLOOR PLAN
3. GROUND FLOOR PLAN
A LIBRARY
A CIRCULATION SPACE
A CIRCULATION SPACE
B RESTAURANT/ CAFE C LOBBY D WAITING AREA E CLINIC F RESTING ROOMS G BALCONY H TICKET COUNTER I TOILET J ATM K KITCHEN L AMPHITHEATRE M BUS HALTING AREA
B MEDICAL STORE C WORKSHOP THEORY SPACE a. TOILET b. RECEPTION SPACE
D BALCONY E GENERAL STORE F SOUVENIR STORE
B OPEN STILT SPACE FOR WORKSHOP C LABORATORY D ORGANIC PRODUCT STORE E TOILET F POST OFFICE
C B D
A E
F
FIRST FLOOR PLAN
D
C
B
A
F
E
GROUND FLOOR PLAN
ROOF PLAN
7
SECTION AA’
SECTION BB’
DESIGN STRATEGIES
SKYLIGHT FOR INCREASED SUNLIGHT
SYMMETRY
ENHANCED INTERACTION
GEOMETRICAL AND CURVES
9
EXPLODED VIEW
11
VIEW FROM THE ROAD
BIRD’S EYE VIEW
VIEW OF THE WAITING SPACE
VIEW OF THE WAITING SPACE
13
02
VETERINARY INSTITUTE AND HOSPITAL LOWER PAREL ARCHITECTURAL DESIGN STUDIO | SEMESTER 6 FACULTY: Ar. Mahesh Khanolkar The intention of the design was to create comfortable and anthropometrc spaces for both the users i.e animals species as well as humans. The use of natural materials such as exposed bricks and treated bamboos for animal specific spaces and the traditional concrete for the structures specifically deisgned for humans was the main designing criteria. The curation of the spaces was done to enhance human animal interaction and ease of access of required functions from each other.
15
17
P
E
B J K D
C H F K G
I
GROUND FLOOR PLAN PLAN CUT AT +5M
LEGEND A CAT AND BIRD CAFE
PAR
EL B
AC
KR
Cat cafe Bird cafe Pantry/kitchen Toilet
OA
D
B ADOPTION CENTRE
Play area for animals Adoption centre
C VETERINARY HOSPITAL X-RAY + MRI Pathology OPD Waiting space OT ROOMS Crematorium Doctor’s Quarters Pharmacy
A
D ACADEMIC BLOCK
.D
G M
.A DE
BE KA R G
AR
M
Office area Faculty room Staff room Toilet Dean’s chamber HOD Meeting room Pantry Classrooms Laboratory Research Centre Seminar hall Library
E ANIMAL SHELTER Animal wards Caretakers room
F PLAYGROUND G RECREATIONAL BLOCK
Shaded seating space Gym Board game room T V room
H GIRLS HOSTEL Event hall Twin rooms Spill out area Reception
I BOY’S HOSTEL Event hall Twin rooms Spill out area Reception
J BREAK OUT AREA K PARKING SPACE
19
SLOPING ROOF
PEDIMENTS OPENING ARCHES
ELEMENTS OF A VICTORIAN STRUCTURE
CHAJJAS FOR PROTECTION
HIGH RISE
MID RISE
POTENTIAL OF A RADIAL SHAPE -CONVERGES AS WELL AS DIVERGES -SMOOTH SPACES - CIRCULATION
BANDS BREAKING MONOTONY
LOW RISE
REPETITION
SKYLINE
FIFTH FLOOR
HIGH RISE MODERN STYLE MID RISE MODERN STYLE VICTORIAN STYLE SITE LOW RISE SETTLEMENTS
FOURTH FLOOR
THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
GROUND FLOOR
21
SECTION AA’
SECTION BB’
THE SITE HAS TWO ABUTTING ROADS WHICH MAKING IT A HIGHLY POTENTIAL SITE WITH THE OPPORTUNITY OF EASY ACCESS .
THE SITE CONDITIONS DIVIDE THE SITE INTO THREE HYPOTHETICAL ZONES I.E PUBLIC,SEMI-PUBLIC AND PRIVATE ZONES GIVING US AN OPPORTUNITY TO PLACE THE FUNCTIONS ACCORDINGLY.
MULTIPLE ENTRY POINTS TO THE SITE
THE ZONE RIGHT AT THE JUNCTION OF THE TWO ROADS IS AN EXTREMELY PUBLIC ONE MAKING IT A PLAZA AND A PUBLIC STRUCTURE.
23
CONNEC
HOSTEL, HOSPITA
HOSPITAL IS AT
PUB
CTIVITY
AL , ACADEMIC TRIANGLE
T THE HEART OF THE SITE
BLIC
25
03
BIRD AND CAT CAFE LOWER PAREL, MUMBAI ARCHITECTURAL DESIGN STUDIO | SEMESTER 6 FACULTY: Ar. Mahesh Khanolkar
The bird and cat cafe are a part of the public intervention at the Lower Parel Bai Sakarbai Dinshaw Petit Hospital for animals and the Bombay Veterinary college . The cafe design was a part of an equisse of the entire semester 6 architectural design studio. The base concept of the design revolved around the comfort of the animals and the human- animal interaction.
27
SECTION AA’
SECTION BB’
VIEW
CAT CAFE
TOP VIEW
29
VIEW OF THE SEATING SPACE
VIEW OF THE PLAY AREA
FRONT VIEW
CAT CAFE
E SIDE VIEW
VIEW OF THE PANTRY
VIEW OF INFORMAL SEATING SPACE
BIRD CAFE SIDE VIEW
31
04
CAFE CUM RETAIL GOA ALLIED DESIGN STUDIO | SEMESTER 4 FACULTY- Ar. Jay Mali
33
GROUND LEVEL PLAN A MAIN DINING
B CORRIDOR SEATS C BRAIDING COUNTER D DINING E BARBEQUE SPACE F FISH PEDICURE G GROUP PODS H TOILET
D
F
H C
A G B
E
GROUND LEVEL PLAN
GROUND LEVEL FLOORING PLAN
F
B
D
F
E
A C
FIRST LEVEL PLAN A MULTIFUNCTIONAL DINING
B TOILET C CONVERTIBLE SPACE D BAR AND RETAIL COUNTER E DJ COUNTER F STORAGE SPACE
FIRST LEVEL PLAN
FIRST LEVEL FLOORING PLAN
35
GROUND LEVEL CEILING PLAN
TOILET DETAILS
FIRST LEVEL CEILING PLAN
37
GAME TABLE DESIGN ACCORDING TO ANTHROPOMETRY
GROUND FLOOR SEATING
OUTSIDE SEATING
CEILING SERVICES DETAIL
VIEW OF FIRST FLOOR BAR COUNTE
VIEW OF MANICURE- EATERY SPACE
ER
MENU CARD
SECTION AA’
SECTION BB’
39
05
PUBLIC PLAZA AND GARDEN
SIDDHIVINAYAK TEMPLE, PRABHADEVI, MUMBAI ALLIED DESIGN | SEMESTER 5 Team: Hinal Solanki, Aditya Ikhe, Sakshi Kambli Guide: Ar. Swati Prabhu The public plaza and garden space near the Siddhivinayak temple , Prabhadevi was to bring in a breather space for the metro users and the localites in that high density area . It is designed in a way that maximum transitions take place through the park acting as a pause point for the users and the healing garden and fragrant plantations act as a refresher for them.
41
1. ENTRANCE 1 2. ENTRANCE 2 3. ENTRANCE 3 4.VENDOR PROVISION PERIPHERY WALL 5. SEATING 6. METRO EXIT 7. WOODEN MOUND UNDULATING PLAY AREA 8.MAIN ENTRANCE 9.AMPHITHEATRE 10.SEATING SPACE 11.ENTANCE 4 12. HEALING GARDEN ACTING AS A BARRIER
43
VIEW FROM ENTRANCE 4
ACCESS POINTS
VIEW OF VENDORS SELLING
EDGE CONDITIONS
PATHWAY
VIEW
VIEW OF AMPHITHEATRE
VIEW OF KIDS PLAY AREA
45
FLAGSTONE
SANDSTONE
CREEPING JUNIPER
AROMATIC PLANTATIONS
TREATED TIMBER
47
WALLS
PRESSURISED WOOD
CONCRETE BOLLARDS
LAWN GRASS
06
WORKING DRAWINGS MMRC OFFICE, PRABHADEVI | MUMBAI SEMESTER 6 Faculty - Ar. Snehal Gaikwad The following are the working drawings created for the head office of Mumbai Metro Rail Corporation located at Siddhivinayak , Prabhadevi. The design was a part of Semester 5 Design Studio which involved designing a Business Hotel and high end retail spaces. The project involves the use of advance structural system and dry cladding and structural glazing along with understanding the services such as plumbing and 01 fire fighting system that are an essential part of a structure.
AHU
A-200
2000mm wide
25
UP
24 23 22 21
1
20
2
19
3
18
4
17
5
16
6
15
7
14
8
FIREMAN'S
2500*2150mm car LIFT dimensions: 1700*1800mm
9
10 1112 13
2500*2150mm
car dimensions: 1700*1800mm
electrical shaft -600mm
2000mm wide
2500*2150mm car 1700*1800mm dimensions:
25
UP
24 23 22 21
1
20
2
19
3
18
4
2500*2150mm car 1700*1800mm dimensions:
17
5
16
6
15
7
14
8 9 10
plumbing
1112
13
shaft
storage room
A-300
01
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
KEY PLAN SCALE 1:1000
C3, C16,C22, C32,C14
A
B
C28, C13
C4, C17, C23, C29
D
C
C5,C18,C24,
G
F
E
C6, C19, C25, C30,
K
J
H
C31,C12
L
C7, C20,C26, C33, C11
M
C8, C34
N
P
1
C9
C27
R
Q
C5 1'
2
C4, C6
2'
PROJECT NORTH LEGEND
W1
DESCRIPTION
HATCH TYPE
C3, C7
3' 5570.5
3
BRICK WALL-230MM
W2
SHEAR WALL-300MM
GP1
D6 1488.0
391.8
RUBBLE PACKING
AREA=16.7 SQ.M
PLAIN CEMENT CONCRETE
1200.0
6861.8
D1
BRICK BAT COBA
LOBBY
OFFICE
4087.4
2583.9
860.2
199.1
95.1
95.1
D3
199.2
D3 2983.4
12MM THICKNESS DOUBLE GLAZING GLASS FACADE
1
W8
1539.7
5106.8
858.6
399.5
D3
PASSAGE
D3
1324.7
1965.5
AREA=31.0 SQ.M
2300.4
AIRLOCK LOBBY
141.7
939.1
1328.1
D2 2055.3
900.0
900.0
04
939.8
900.0
3752.8
627.0
235.1
845.3
818.3
6427.5
586.8
700.0
818.3
900.0
4784.2
225.9
D2 2318.6
D2
627.0
4724.8
646.7
W4
PANTRY
AREA=82.0 SQ.M
A-204
3584.2
D2
3193.4
W5
D2
D2
900.0
AREA=32.2 SQ.M
972.8
AREA=35.0 SQ.M
95.1
391.9
627.2 391.8
03
A-203
235.1
MANAGER
5
MEETING ROOM AREA=38.2 SQ.M
AREA=22.6 SQ.M
95.1
3690.4 2530.9
LUGGAGE ROOM
4087.4
621.0
1120.0
4535.3
W4
FFL - 6.0M SSL-6.40MM
6972.3
6662.6
AREA=91.7 SQ.M
14308.5
D4
EARTH FILLING
C2,C16,C17, C18,C19,C20,C8
2346.5
1682.3
4'
OFFICE STAFF
700.0
D3 W3
391.8
391.8
W9 W3 D6
AREA=75.5 SQ.M
7197.4
REINFORCED CEMENT CONCRETE
2
1067.1
W5
GENERAL MANAGER
4
REVISION TABLE REVISION DESCRIPTION
DATE
377.7 900.0
846.5
164.6 391.8
D2
509.0
2574.0
1393.0
NAHANI TRAP
3647.9
NAHANI TRAP
AREA=45.3 SQ.M 304.8
1116.5 NAHANI TRAP
NAHANI TRAP
2462.5
01
V1
D2
552.9 900.0
806.3
BACK OFFICE
TOILET 871.7
6'
NAHANI TRAP NAHANI TRAP
D3
22
4
21
5
20
6
25
1
24
2
23
3
22
4
21
5
20
6
17
9
16
10
NAHANI TRAP
14 1274.5
1736.9
8
13
19 18 17
9
15
12
16
10
15
11 12
14
13
8'
D3
9'
D3
10'
715.4
D'
C'
E'
G'
F'
K'
J'
H'
PROJECT NAME- MMRCL OFFICE SHEET TITLE
11'
W8
11 B'
C13, C12
W7
W7
10
C14, C11
W6 MIDLANDING 2000MM
2500*2150mm car dimensions: 1700*1800mm
1475.9
2828.6
2500*2150mm car dimensions: 1700*1800mm
C15,C32, C33,C34
storage room
11
7
AREA=32.5 SQ.M MIDLANDING 2000MM
322.3
18
8
1475.2
19
7
LIFT LOBBY
W6
334.1
8594.7
509.3
23
3
9
2500*2150mm car dimensions: 1700*1800mm
700.0
2500*2150mm car dimensions: 1700*1800mm
2695.1
FIREMAN'S LIFT
700.0
UP 25 24
2
581.6
D3
7'
NAHANI TRAP
391.2
700.0
UP
700.0
7221.7
D5
526.7
2591.6
1850.0
NAHANI TRAP
NAHANI TRAP
W3
700.0
2559.8
plumbing shaft
2382.0
D3
D3
2000mm wide
-600mm
775.9
8
electrical shaft
1660.8
1559.9
1894.9
T=300MM R=150MM 2000mm wide
AREA=40.0 SQ.M
7
A'
A-300
NAHANI TRAP
304.4
D2
900.0
D2
237.0
3295.2
2545.4
900.0
AREA= 58.0 SQ.M
6
627.0
963.4
1
AHU
01
D2
AREA=71.6 SQ.M
438.9
229.5
A-300
1098.1
2297.8
1029.3
821.2
1323.3
900.0
977.4
NAHANI TRAP
2087.3
L'
M'
N'
12' Q'
P'
FLOOR PLAN 3
SHEET NO.
02 A-201
02
A-302
NAME
HINAL SOLANKI
T.Y B.ARCH
SEM-6
ACADEMY OF ARCHITECTURE ROLL NO.
SCALE 1:50
14 13
455.0
TERRACE
1178.8 558.1
455.0
2200.0
2168.2
2200.0
200.0 1416.8
199.4 1406.3
558.1
2200.0
2168.2
2200.0
2171.2
2088.1
1406.3
1416.8
199.4
200.0
175.0 1178.8
2200.0
2168.2
2200.0
2171.2
200.0 1416.8
199.4 1406.3
2200.0
2168.2
2200.0
2171.2
2088.1
200.0 1394.7
199.4 1406.3
2200.0
2171.2
1850.0
D5 2200.0
1178.8 558.1
MULTIPURPOSE HAL
900.0
D2
20.0
175.0 1178.8
LIFT
LIFT
558.1
455.0
640.0 415.0
SERVICE/REFUGE FLO
2088.1
900.0
AIRLOCK LOBBY 1200.0
D1 2200.0
D2
70.0
2200.0
2088.1
200.0
1277.7
1406.3
558.1
455.0
640.0
LIFT
579.1
415.0
LIFT
199.4
175.0 1178.8
450.0 1190.0
455.0
640.0 415.0
579.1
LIFT
SECTIONS
1600.0
13
SHEET NO.
+0.0M
HINAL SOLANKI
T.Y B.ARCH
1200.0
NAME
150.0
600.0 230.0
1000.0
GROUND FLOOR LEVEL
SEM-6
230.0
450.0 1190.0
LIFT
SHEET TITLE
+0.6M
2400.0
185.0
LIFT
LIFT
PROJECT NAME- MMRCL OFFICE
PLINTH LEVEL 2200.0
727.9
900.0
D2
FIRST FLOOR LEVEL
1211.2
450.0
MMRC OFFICE
900.0
D2
450.0
2430.0
LIFT
D2
2400.0
2200.0
727.9
2430.0
185.0
462.5
230.0
2200.0
1700.0 30.0 610.0
640.0 620.0
230.0
2200.0
1700.0 30.0
2731.8
2157.0
2731.8 1211.2
100.0
1190.0
STAIRCASE
LIFT
3701.2
D5
462.5
LIFT LOBBY
230.0
2200.0
2176.1
3900.0
350.0
2196.9
125.0
LIFT
900.0
D2
579.1
1190.0 185.0
SECOND FLOOR LEVEL
+4.0M
STAIRCASE
900.0
AHU
350.0
1535.0
OFFICE
1495.9
200.0
100.0
1195.8
1200.0
100.0
2635.5
230.0
D5
LIFT
2088.1
640.0 415.0
579.1
THIRD FLOOR LEVEL
450.0
610.0
640.0
1190.0
STAIRCASE
LIFT
620.0
1495.9
1168.3
LIFT LOBBY
196.2
2505.3
3900.0
LIFT
MMRC OFFICE
900.0
2171.2
450.0 1190.0 185.0
455.0
REVISION DESCRIPTION
+8.0M
STAIRCASE AHU
LIFT
REVISION TABLE DATE
2400.0
727.9
2430.0
2200.0
230.0
2200.0
1700.0 30.0
350.0
2196.9
2635.5
2200.0
D5
100.0
2200.0
462.5
230.0
LIFT
175.0
FOURTH FLOOR LEVEL
450.0
610.0
640.0
STAIRCASE
LIFT
1190.0
LIFT LOBBY
620.0
1495.9
1171.9
LIFT
900.0
2200.0
3900.0
2193.4
STAIRCASE
192.6
1487.8
STORAGE
1120.0
D4
900.0
D2
175.0
BRICK BAT COBA 12MM THICKNESS DOUBLE GLAZING GLASS FACADE
455.0
640.0 415.0
579.1
1190.0 185.0
1
+12.0M
KITCHEN
AHU
MMRC OFFICE
900.0
2088.1
2400.0
2200.0
450.0
450.0
PLAIN CEMENT CONCRETE
FIFTH FLOOR LEVEL
2400.0
450.0
30.0
727.9
2430.0
2200.0
1700.0
2196.9
2635.5
2200.0
2200.0
2200.0
230.0
462.5
230.0
LIFT
D2
450.0
610.0
640.0
1190.0
STAIRCASE
LIFT
D5
100.0
2193.4
LIFT LOBBY
620.0
1495.9
LIFT
900.0
350.0
3900.0
1171.9
STAIRCASE
192.6
1487.7
STORAGE
1120.0
D4
2171.2
2088.1 175.0 1178.8
455.0
640.0 415.0
579.1 455.0
640.0 415.0
579.1
EARTH FILLING
+16.0M
KITCHEN
AHU
LIFT
2180.3
415.0640.0
1190.0 185.0 450.0 1190.0
REINFORCED CEMENT CONCRETE
2400.0
2200.0
727.9
2430.0
2200.0
1700.0 30.0
350.0
2196.9
2635.5
2200.0
D5
900.0
D2
D2
SHEAR WALL-300MM
2
450.0
230.0
462.5
230.0
MMRC OFFICE
900.0
579.1 2400.0
2200.0
450.0
450.0 1190.0 185.0
2200.0
727.9
2400.0
SIXTH FLOOR LEVEL +24.0M
727.9
2430.0
2200.0
30.0 610.0
640.0
1190.0
STAIRCASE
LIFT
100.0
2193.4
LIFT LOBBY
620.0
1495.9
1168.3
LIFT
2200.0
3900.0
STAIRCASE
900.0
196.2
1487.7
STORAGE
1120.0
D4
LIFT
DESCRIPTION BRICK WALL-230MM
+20.0M
KITCHEN
AHU
LIFT
PROJECT NORTH LEGEND HATCH TYPE
RUBBLE PACKING 1700.0
2196.9
2635.5
2200.0
2200.0
SEVENTH FLOOR LEVEL +28.0M
185.0
230.0 230.0
D5
100.0
2193.4
727.9
2430.0 462.5
2430.0
30.0 610.0
STAIRCASE
LIFT
640.0
LIFT LOBBY
620.0
LIFT
900.0
D4
350.0
3900.0
1168.3
STAIRCASE
1495.9
STORAGE
1120.0
196.2
1487.7
KITCHEN
D2
D2
450.0
610.0
640.0 2200.0
1700.0
2196.9
2635.5
2200.0
2200.0
100.0
2193.4
D5
350.0
3900.0
230.0
D4
AHU
1190.0
620.0
230.0
2200.0
1700.0 30.0 610.0
640.0
STAIRCASE
LIFT
230.0
900.0
1190.0
LIFT LOBBY
620.0
LIFT
1495.9
STAIRCASE
1168.3
STORAGE
1120.0
350.0
2196.9
2635.5
2200.0
2200.0
KITCHEN
196.2
1487.7
AHU
+32.0M
230.0
462.5
STAIRCASE
LIFT
D5
100.0
2193.4
LIFT LOBBY
1190.0
LIFT
D4
900.0
D2
TERRACE LEVEL
462.5
STAIRCASE
900.0
1495.9
1168.3
STORAGE
1120.0
196.2
1487.7
KITCHEN
3900.0
AHU
MMRC OFFICE
900.0 900.0
20.0
640.0 415.0
579.1
1190.0 185.0 727.3
2400.0
230.0
462.5
2430.0
+33.2M
30.0
2200.0
1700.0
2850.0
2196.9
PARAPET LEVEL 2200.0
610.0
640.0
1190.0
620.0
1495.9
192.6 2745.6
2635.5
230.0
LIFT
558.1
2399.3
2006.6
2396.2 160.0
1171.0
1154.5 1807.8
1087.7
100.0
STAIRCASE MUMTY
TERRACE 200.0
15 1112
TERRACE
D5
SCALE 1:1000
GARBAGE CHUTE
LIFT
1416.8
16 10
STAIRCASE MUMTY
+51.2M
KEY PLAN
900.0
2200.0
17 9
LIFT
STAIRCASE MUMTY
LIFT
2168.2
18 8
LIFT
LIFT LOBBY
900.0
200.0
14
19 7
+88.6M
1416.8
15
20 6
LIFT MACHINE ROOM
199.4
16
21 5
OHT
LIFT MACHINE ROOM
1406.3
17
22 4
LIFT MACHINE ROOM
LIFT MACHINE ROOM
LIFT MACHINE ROOM
LIFT
2200.0
18
23 3
A
2171.2
19 1112
24
2
shaft
room
199.4
20 10 13
25
UP 1
plumbing
storage
1406.3
21
9
wide
2400.0
22
8
2000mm
1111.9
23 7
shaft
2088.1
24 6
electrical -600mm
2500*2150mm car dimensions: 1700*1800mm
2500*2150mm car dimensions: 1700*1800mm
C23
C29
175.0
25 5
FIREMAN'S
2500*2150mm car LIFT dimensions: 1700*1800mm
2500*2150mm car dimensions: 1700*1800mm
C13
1178.8
C27 C9
4
C34
C11
3
C12
2
C24
C13
UP
C14
C15
wide
1
C1 C21
2000mm
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
558.1
AHU
2088.1
A
175.0
GROUND FLOOR
SIGN AND STAMP
1178.8
A-100
48
SCALE-1:50
ARCHITECTURAL FLOOR PLAN
558.1
3
ACADEMY OF ARCHITECTURE 1200.0 150.0 230.0
SCALE-1:50 SIGN AND STAMP
13 SECTION A-300
SECTION AA'
SCALE 1:50
SECTION 48 14
ROLL NO.
A-301
SECTION BB'
SCA
systems.
engineer/ project manager and 7) architects All work shall conform to relevant B
codes and shall be best practice of ea trade. 8) Any discrepancy is to be brought to notice of the architect/ consultant before commence of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and archite
C5 400 BY 600MM
C4
C6
400 BY 600MM
400 BY 600MM
C5 C4
C6
C23
C22
C25
C24
C5
400 BY 600MM
400 BY 600MM
PROJECT NORTH
400 BY 600MM
C5 C4
C7
EDGE BEAM 350MM DEEP C25
C6
C24
C23
C22
400 BY 600MM
C6
400 BY 600MM
400 BY 600MM
C26
400 BY 600MM
C7BY 600MM 400
400 BY 600MM
C4
C3
C26
C7
400 BY 600MM
C27
LEGEND DESCRIPTION
HATCH TYPE
400 BY 600MM
C3
C18
C17
C19
BRICK WALL-230MM
C7
C8
C20
EDGE BEAM 350MM DEEP
400 BY 600MM
PROJECTC9 NORTH
4
LEGEND SHEAR WALL-300MM
C8
C2
C17
400 BY 600MM
C2
C18
C17 C19
C16
400 BY 600MM
400 BY 600MM
C1
C1, C21
C25
C24
400 BY 600MM
C24
RIBS 125MM BY 125MM
BRICK BAT COBA 12MM THICKNESS DOUBLE GLAZING GLASS FACADE
1
C9,C27
C9
400 BY 600MM
400 BY 600MM
C9,C27
C9
C33 COLUMN 400MM BY 600MM COLUMN 400MM BY 600MM 400 BY 600MM
C32 C29
C30
C28
400 BY 600MM
400 BY 600MM
C29
C31
C29
400 BY 600MM400 BY 600MM
C30
C30
REVISION TABLE REVISION TABLE
C31
C32
C33
C32
C33
C15
C10
C33
C10
400 BY 600MM
C10
C33
400 BY 600MM
400 BY 600MM
C11
C10
400 BY 600MM
STAIRCASE SHAFT
400 BY 600MM
C14
C11
C14
C11
STAIRCASE SHAFT
C14
400 BY 600MM
C13
400 BY 600MM
C11 400 BY 600MM
400 BY 600MM
C13
C12LIFT SHAFT
C11 C12
C11 C13
C13
13
REVISION DESCR
DATE
REVISION DESCRIPTION
DATE
400 BY 600MM
C15
C10 400 BY 600MM
400 BY 600MM
C30
C31
C10
C33 400 BY 600MM
C31
400 BY 600MM
400 BY 600MM
C29
C28
C14
PLAIN CEMENT CONCRETE
12MM THICKNESS DOUBLE GLAZING GLASS FACADE
1
C27
C26
RUBBLE PACKING
BRICK BAT COBA
DROP PANEL 2400 BY 2400MM
400 BY 600MM
C25
EARTH FILLING
C31
C27
C26 C24
C23
C22
C26
400 BY 600MM
400 BY 600MM
C25
C21
REINFORCED CEMEN CONCRETE
2
RUBBLE PACKING PLAIN CEMENT CONCRETE
DROP PANEL 2400 BY 2400MM
400 BY 600MM
C23
C22 400 BY 600MM
BY 600MM
C31
400 BY 600MM
RIBS 125MM BY 125MMBEAM 200MM BY 200MM
C26
400 BY 600MM
400 BY 600MM
C32
400 C23
400 BY 600MM
400 BY 600MM
C30 C25
C24
400 BY 600MM
C30
C20
C19 400 BY 600MM
SHEAR WALL-300MM
EARTH FILLING
C8
C29
C28 C23
BRICK WALL-230MM
400 BY 600MM
400 BY 600MM
400 BY 600MM
400 BY 600MM
REINFORCED CEMENT CONCRETE
2
C8
C20
BEAM 200MM BY 200MM
C18
C17
400 BY 600MM
C19
400 BY 600MM
C29
C28C16 400 BY 600MM
C20
C18
400 BY 600MM
DESCRIPTION
HATCH TYPE
2500 MM*2150MM
C12
400 BY 600MM
400 BY 600MM
C12
400 BY 600MM
C12
LIFT SHAFT 2500 MM*2150MM
400 BY 600MM
C12
400 BY 600MM
PROJECT NAME- MMRCL O
400 BY 600MM
SHEET TITLE A-500
STRUCTURA PROJECT NAME- MMRCL OFFICE
WAFFLE SLAB WITH DROP PANELS SCALE 1: 100
8
SHEET TITLE SHEET NO. NAME STRUCTURAL
WAFFLE SLAB WITH DROP PANELS SCALE 1: 100
G 1) sp
B
AHU
ROLdi2)
2000mm wide
25
UP
24 23 22 21
1
20
2
19
3
18
4
17
5
16
6
15
7
14
8
FIREMAN'S 2500*2150mm car LIFT dimensions: 1700*1800mm
9 10 11 12 13
2500*2150mm car dimensions: 1700*1800mm
electrical shaft -600mm
2000mm wide
2500*2150mm car dimensions: 1700*1800mm
25 24 23
22 21 20
2
19
3
18
4
2500*2150mm
17
5
car dimensions: 1700*1800mm
16
6
15
7
14
8 9 10
plumbing
11 12
13
shaft
storage room
NAME
HINAL SOLANKI B
KEY PLAN SEM-6 SIGN AND STAMP
SCALE 1:1000
ACADEMY OF ARCHITECTURE ROLL NO.
25581.9
SIGN AND STAMP
23176.7
8433.2
13722.1
.4
6716.0
37162.4
SCALE 1:50 69
97
80
02
.0
TURAL LAYOUT
48
SCALE-1:50
19512.2
20408.5
LAYOUT
3) sp 4) di co 5) an an 6) th on an no fir sy 7) co tra 8) no ar of 9) sa en
4
SCALE-1:50
T.Y B.ARCH
SCALE 1:50
SE
8ACADEMY OF ARCHITECT
SHEET NO.
SCALE 1: 100
STRUCTURAL LAYOUT
8
T.Y B.ARCH
WAFFLE SLAB WITH DROP PANELS
UP
A-500
HINAL SOLA
1
A-500
6.3
91
15
13790.
0.2
3248
.1
96
98
4908.2
27224.4
DAYTUM 2
13743.3
6
72
69
.5
27512.6
2 28
.0
8249.7
.1
15 5.1
22
1.1
4135
72 3924
STARTING POINT .2
51
00
8852.2
8.3
02
83
SCALE 1:50
1 1463
6.1 .5
8892
36
64
5.8
40
D
66
7.0
46936
3408
1112
13
200.0 1417.1
200.0
2200.0
2168.2
1417.1
200.0
28402
34686
DIMENSIONS IN RED CAN BE USED FOR EASE OF ACCESS AND RE-CONFIRMATION.
KEY PLAN
2200.0
2168.2
1417.1
14
13
10
200.0
1417.1
2200.0
15
1112
9
2200.0
2168.2
C3, C16,C22, C32,C14
C28, C13
C4, C17, C23, C29
C5,C18,C24,
C6, C19, C25, C30,
C31,C12
C7, C20,C26, C33, C11
A
B
D
C
G
F
E
J
H
K
L
M
C8, C34
C9
C27
C5
C4
200.0
1417.1
+20.0M
1800 BY 2000MM
C3 1800 BY 2000MM
3
3'
C3
200.0
1417.1
C7 1800 BY 2000MM
CONCRETE PLAIN CEMENT EARTH FILLING CONCRETE
C2
C16
1800 BY 2000MM
C16
C2
4
1800 BY 2000MM
C18
C17
C20
C19
C20
1800 BY 2000MM
2200.0
4'
C2,C16,C17, C18,C19,C20,C8
5'
C1,C21,C22,C23, C24,C25,C26,C27,C9
C8
12MM THICKNESS PLAIN CEMENT DOUBLE GLAZING GLASS FACADE CONCRETE
1
C3, C7
C7
RUBBLE PACKING REINFORCED CEMENT
BRICK BAT COBA RUBBLE PACKING
+16.0M
C4, C6
C6
1800 BY 2000MM
1800 BY 2000MM
EARTH FILLING SHEAR WALL-300MM
2
FOURTH FLOOR LEVEL
900.0
C5 1' 2'
C4
REINFORCED CEMENT BRICK WALL-230MM CONCRETE
+20.0M
D2
R
Q
C5
2
C6
FIFTH FLOOR LEVEL
D2
P
N
1
PROJECT NORTH
DESCRIPTION
BRICK WALL-230MM
2200.0
2168.2
16
10
SCALE 1:50
LEGEND
2
FIFTH FLOOR LEVEL
900.0
200.0
17
9
14
8
2168.2
18
8
15
7
200.0
19
7
16
6
1417.1
20
6
17
2200.0
21
5
18
2168.2
22 4
19
200.0
23 3
GROUND FLOOR
SHEAR WALL-300MM DESCRIPTION HATCH TYPE
D2
1417.1
24
2
14
13 20
HATCH TYPE
+24.0M
C8 1800 BY 2000MM
BRICK BAT COBA
900.0
FOURTH FLOOR LEVEL +16.0M
12MM THICKNESS DOUBLE GLAZING GLASS FACADE
1
200.0 1417.1
2168.2
2200.0
D2
CE
THIRD FLOOR LEVEL
900.0
C1, C21
REVISION TABLE
2200.0
1410.9
2600 BY 2000MM
D2 PREFUNCTION 2168.2
200.0
+12.0M
LL 1850.0
THIRD FLOOR LEVEL
C21
C24
1800 BY 2000MM
C27, C9
C25
C24
C25
1800 BY 2000MM
1800 BY 2000MM
2600 BY 2000MM
C27
C26 C26
C9
1800 BY 2000MM
C28 1800 BY 2000MM
DATE
+8.0M
C29
C31
1800 BY 2400MM
C29
C30
C31
1800 BY 2000MM
REVISION DESCRIPTION C30
2200.0
2200.0
C23
C23
C22
5
C28
SECOND FLOOR LEVEL
1850.0
D5 2200.0
C22
REVISION DESCRIPTION
REVISION TABLE
PREFUNCTION
1850.0
DATE
+12.0M
2200.0
2200.0
200.0
1410.9
SE HALL
1800 BY 2000MM
C1
1850.0
D5
1800 BY 2400MM
OOR
SECOND FLOOR LEVEL +8.0M
6
6'
1200.0
C15
C34
1800 BY 2000MM
1800 BY 2000MM
C15
722.2
C33
C32
1800 BY 2000MM
FIRST FLOOR LEVEL +4.0M
GE FLOOR
C33
C32
1800 BY 2000MM
C34
7
7'
8
8'
C15,C32, C33,C34
PLINTHFIRST LEVELFLOOR LEVEL +0.6M +4.0M
C14 1800 BY 2000MM
C14 C11
PROJECT NAME- MMRCL OFFICE
20.0
20.0
900.0
LOBBY
70.0
722.2
2200.0
2198.6
1200.0
LOBBY
OBBY
9
9'
CALE 1:50
SHEET NO. NAME
1000.0
C13, C12
1800 BY 2000MM
10
11'
11
1000.0
+0.0M
10' C12
SECTIONS PROJECT NAME- MMRCL OFFICE GROUND FLOOR LEVEL
1800 BY 2000MM
1800 BY 2000MM
C13 C12
20.0
20.0 600.0 230.0
SHEET TITLE
C14, C11
C11
C13
GROUND FLOOR LEVEL PLINTH LEVEL +0.0M +0.6M
900.0
70.0
2200.0
ALE 1:50
600.0 230.0
2198.6
1200.0
D1
A'
14 SECTIONS SHEET TITLE
B'
C'
D'
E'
F'
G'
H'
J'
K'
L'
M'
N'
P'
12' Q'
HINAL SOLANKI
T.Y B.ARCH SHEET NO.
SEM-6
14
ACADEMY OF ARCHITECTURE NAME HINAL SOLANKI ROLL NO.
T.Y B.ARCH SCALE-1:50
48
SEM-6
ACADEMY OF ARCHITECTURE SIGN AND STAMP ROLL NO. SCALE-1:50 SIGN AND STAMP
48 2 A-001
AC
room
LEGEND
+24.0M
SIXTH FLOOR LEVEL
900.0
2168.2
25
UP 1
storage
SCALE 1:1000
D2
2200.0
wide
PROJECT NORTH
900.0
2168.2
2000mm
2500*2150mm car 1700*1800mm dimensions:
DIMENSIONS IN GREY ARE FOR TRIANGULATION AND COMFIRMATION OF THE POINTS.
SIXTH FLOOR LEVEL
D2
1417.1
shaft -600mm
2500*2150mm car dimensions: 1700*1800mm
DIMENSIONS IN BLACK ARE TO BE USED FOR FIRST PLOTTING OF POINTS.
LINE OUT
+28.0M
900.0
CE
electrical
SEVENTH FLOOR LEVEL
900.0
CE
A-000
FIREMAN'S 2500*2150mm car LIFT dimensions: 1700*1800mm
2500*2150mm car dimensions: 1700*1800mm
+28.0M
D2
CE
SCALE 1:1000
14
15
1112
21
5
SEVENTH FLOOR LEVEL
1
15
16
10
22
4
900.0
D2
SCALE 1:1000
KEY PLAN
wide
16
17 9
23
3
+32.0M
D2
CE
KEY PLAN
2000mm
shaft
TERRACE LEVEL
NA
AHU
plumbing
TERRACE LEVEL PARAPET LEVEL +32.0M +33.2M 900.0
SH
NOTE: GREY DIMENSIONS SHOW THE DIMENSIONS OF THE SLAB ON THE FIRST FLOOR 17
14 13
18 8
24
2
shaft
room
18
15
1112
19
7 25
UP 1
plumbing
storage
STAIRCASE MUMTY PARAPET LEVEL +33.2M +51.2M
19
16
10
20 6
wide
20
17 9
21
5 2000mm
21
13
18 8
22 4
shaft
22
14 1112
19 7
23 3
electrical -600mm
2500*2150mm car 1700*1800mm dimensions:
2500*2150mm car dimensions: 1700*1800mm
B
+51.2M
13
15 10
20 6
24
2
2500*2150mm car dimensions: 1700*1800mm
+88.6M STAIRCASE MUMTY
PR
23
16 9
21
5
25
UP 1
LIFT MACHINE ROOM
FIREMAN'S 2500*2150mm car LIFT dimensions: 1700*1800mm
24
17 8
22
4
wide
25
18 7
23 3
2000mm
1112
19 6
24
2
shaft
room
10
20 5
25
UP 1
plumbing
storage
B
9
21 4
wide
8
22 3
2000mm
7
23 2
shaft
2500*2150mm car 1700*1800mm dimensions:
6
24
1
electrical -600mm
AHU
2500*2150mm car dimensions: 1700*1800mm
5
25
UP
B
FIREMAN'S 2500*2150mm car LIFT dimensions: 1700*1800mm
2500*2150mm car dimensions: 1700*1800mm
4
wide
3
2000mm
+88.6M
2
AHU
LIFT MACHINE ROOM
C5
DAYTUM 1
UP
C5
C4
C17
3.1
1
B
C4
C17
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The GENERAL NOTES dimensions are strictly are to be followed. 1) All dimensions are in 'millimeters' unless 3) All levels are unfinished levels unless specified. specified. 2) The drawing is not to be scaled. The 4) The contractor shall verify all on site dimensions are strictly to be followed. dimensions including elevations priorare to the 3) All are unfinished levels unless commencement of levels work on site. specified. 5) The contractor shall inform the architect The contractor shall verify all on site and/or project4)engineer on site regarding dimensions including elevations prior to the any conditions/modifications. commencement of work site. 6) The contractor shall coordinate and on verify 5) The contractor shall inform the architect the work indicated and/or project on site regarding on the drawings between theengineer architectural any conditions/modifications. and various trade drawings, including but The contractor shall coordinate and verify not limited to 6) structural, electrical, plumbing, indicated fire protectionthe andwork exterior enclosure systems. on the drawings between the architectural 7) All work shall relevant BIS including but andconform variousto trade drawings, codes and shall best practice of each notbe limited to structural, electrical, plumbing, trade. fire protection and exterior enclosure 8) Any discrepancy is to be brought to the systems. notice of the 7) All work shall conform to relevant BIS architect/ consultant before commencement codes and shall be best practice of each of the site. trade. 9) All work is 8) to be to the Anycompleted discrepancy is to be brought to the satisfaction ofnotice site of the engineer/ project manager and architects architect/ consultant before commencement of the site. 9) All work is to be completed to the satisfaction of site engineer/ project manager and architects
4.6
4109
CENTRE LINE PLAN ALL FLOORS
SCALE 1:50
49
SI
50 150
25MM THK EXTERNAL PLASTER
RCC SLAB 150 MM THICK
DOUBLE COAT NEERU FINISH PLASTER
ANCHOR FASTENER
SADDLE BACK STONE COPING
MS ANGLE25X25X5
GENERAL 1) All dime specified. 2) The dra dimension 3) All leve specified. 4) The con dimension commenc 5) The con and/or pro any condi 6) The con the work i on the dra and variou not limited fire protec systems. 7) All work codes and trade. 8) Any dis notice of t architect/ of the site 9) All work satisfactio engineer/
GLASS FIN
(150MM THK) AHU
SETTING BLOCK
DRIP MOULD 10MM DEEP(20MMØ)
2000mm wide
25
UP
24 23 22 21
1
20
2
19
3
18
4
17
5
16
6
15
7
14
8
FIREMAN'S
9
2500*2150mm car LIFT dimensions: 1700*1800mm
10 1112 13
2500*2150mm car dimensions: 1700*1800mm
electrical shaft -600mm
2000mm wide
2500*2150mm car dimensions: 1700*1800mm 24 23
19 18
15 14 1112
13
908.0 1200.0
16 10
900.0
17 9
60
20 8
850
21
7
(150MM THK)WITH 25MM EXT.PLASTER
6
`
5
12 MM THICK SSG PACIFIC GLASS FACADE WOODEN SETTING BLOCK CAP
4
25MM THK SCREEDING 10MM THK WATERPROOFING 100MM BBC FOR SLOPING R.C.C. TERRACE SLAB
a A-4005
3
SPIDER FITTING 200MM BY 250MM
2
ROUGH TEXTURED,ANTI SKID 100
22
SPIDER JOINT
2500*2150mm
car dimensions: 1700*1800mm
storage room
GLASS PANEL15 MM THK
15MM THK SLATE TILING
450
25
UP
ASPHALT SKIRTING (60MM HIGH)
1200 MM HIGH GLASS SLIDING WINDOW
1
230MM THK PARAPET WALL (850MM TALL BRICK MASONRY WALL)
GLASS FIN 200X20
shaft
BELOW COPING TO PREVENT ANY SEEPAGE
23 MM THICK BRICK WALL
plumbing
1050
50MM THK D.P.C.
KEY PLAN SCALE 1:1000
GLASS CURTAIN WALL CONNECTION WITH BEAM/SLAB SCALE 1:10
GLASS PANEL15 MM THK
2284.9
85.0
GLASS FIN 200X20
GLASS FIN
R.C.C. BEAM (230x450MM) WITH 25MM EXTERNAL PLASTER
A-4003
CURTAIN WALL TO WINDOW CONNECTION
A-4004
LEG
250.0
BEAM DRIP MOULD 10MM DEEP
SPIDER JOINT
SCALE 1:20
HATC
SEALANT
MS ANGLE25X25X5
TERRACE DETAIL
FLOORING 20 MM SCREED 20 MM
SPIDER FITTING
ANCHOR FASTENER
FACADE GLASS
SCALE 1:10 b A-4005
2
GLASS CURTAIN WALL CONNECTION WITH FLOOR
200.0 SPIDER FITTING GLASS FIN DETAIL IN ELEVATION
SCALE 1:10 c A-4005
1 20.0 15 MM DIA TOR STEEL MAIN STEEL DROP PANEL 2400MM BY 2400MM BY 200MM
40MM CLEAR COVER
GLASS FIN
12 MM DIA TOR MAIN STEEL 40MM CLEAR COVER 12 MM DIA TOR DISTRIBUTION STEEL
EDGE BEAMS 8MM DIA STIRRUPS
300.0
350.0
2400.0
SCALE 1:2
MS BOLT,SPRING SPACER AND ACORN NUT
125.0
100.0
12 MM DIA TOR MAIN STEEL 12 MM DIA TOR DISTRIBUTION STEEL 15 MM DIA TOR DISTRIBUTION STEEL 15 MM DIA TOR STEEL MAIN STEEL
DATE
GASKET SPIDER FITTING
COLUMN 400MM BY 600MM
a A-4006
COLUMN 400MM BY 600MM 8MM DIA STIRRUPS
DROP PANEL TO SLAB DETAIL
b A-4006
SCALE 1:100
L
ROUTEL INSULATED FACADE GLASS SILICONE SEALANT
15.0
SLAB SECTION SCALE 1:100
c A-4005
SPIDER FITTING GLASS FIN DETAIL IN PLAN SCALE 1:2
PROJEC 100MM THICK SLAB
17 16
15 14
T=300MM R=150MM
2000mm wide
1531.2
18
6194.5
24
23
22
21
20
25
6194.5
25
23
21
22
UP 20
19
24
UP
KEY PLAN
ELEVATOR SHEER WALL
ANTI-SKID GRIP SELF -EMBOSSED PROJECTIONS ON TREAD
12.0 25.0 8.0 14.3
70.0
138.0
16.0
12.0
138.0
70.0
105.0
25.0
16.0
12.0
6194.5
12.0
25.0
25.0
150.0
150.0
105.0
1531.2
2000mm wide
T=300MM R=150MM
25
150.0
8.0 14.3
2
1
4
5
6
7
9
8
10
11
UP
115.0
262.5
300.0
KEY PLAN
ANTI-SKID GRIP SELF -EMBOSSED PROJECTIONS ON TREAD
300.0
24
25
150.0 138.0
70.0 8.0 14.3
70.0
300.0 95.0
12 MM ANTISKID TREAD TILE WITH MATTE
9
230.0
150.0 8.0
197.2 20.0
230MM SOLING FINISH AND BULLRUBBLE -NOSE NOSING 2000MM BY 310MM 230MM RUBBLE SOLING
8
7
35 MM BALUSTERS STAINLESS STEEL HOLLOW @300MM C/C WELDED ON BASE PLATE
6 1430.0
1815.3
5 4 3
BACKFILLING
2
1
FFL - 0.64M SSL- 0.6M
600.0 230.0
406.1
8.0
197.2
70.0 95.8
260.0 70.0 95.8
260.0 1765.6 676.8
d A-4001 150.0
BACKFILLING 95 MM DIAMETER NEWEL POST STAINLESS STEEL HOLLOW CIRCULAR SECTION 1430MM HEIGHT
260.0
d A-4001
20 MM THICK FLOOR TILES 20MM THICK SCREEDING 320MM BY 260MM RCC PLINTH BEAM 8MM LINKS 600MM PCC PLINTH
DATE
320.0
SCALE SCALE 1:251:25
230MM RUBBLE SOLING
BACKFILLING
70.0
70.0
d A-4001
70.0
70.0
120.0
160.0
15.0
120.0
20.0
20.0
PROJECT NAME- MMRCL OFFICE SHEET TITLE
180.0
BACKFILLING
70 MM DIAMETER HOLLOW HANDRAIL STAINLESS STEEL CIRCULAR WELDED TO STEEL PLATE 70 MM DIAMETER HOLLOW HANDRAIL STAINLESS 5MM STEEL THICK STEEL CIRCULAR WELDED TOPLATE STEELWELDED PLATE TO THE HANDRAIL ANDWELDED SOLID MEMBER SCALE 1:25 5MM STEEL THICK PLATE TO THECONNECTING BOTH HANDRAIL AND SOLID MEMBER CONNECTING 15MM DIAMETER STAINLESS STEEL SOLID BOTH MEMBER HOLDING HANDRAIL WELDED TO STEEL 15MM DIAMETER STAINLESS STEEL SOLID PLATE MEMBER HOLDING HANDRAIL WELDED TOFIX STEEL ANCHOR FASTENERS USED TO THE BASE PLATE PLATE TO THE WALL
DETAIL OF EDGE BEAM AND HAND RAIL
160.0
460.0
70.0
ANCHOR FASTENERS USED TO FIX 70 MM DIAMETER HOLLOW HANDRAIL STAINLESS TO THEWELDED WALL TO STEEL PLATE STEEL CIRCULAR 5MM STEEL THICK PLATE WELDED TO THE HANDRAIL AND SOLID MEMBER CONNECTING BOTH 15MM DIAMETEReSTAINLESS STEEL SOLID MEMBER HOLDING HANDRAIL WELDED TO STEEL A-4001 PLATE ANCHOR FASTENERS USED TO FIX THE BASE PLATE eTO THE WALL
460.0
THE BASE PLATE
DETAIL-STAIRCASE
70.0
160.0
15.0
120.0
460.0
DETAIL OF HANDRAIL TO WALL
460.0
A-4001
SCALE 1:50 e
16
SHEET NO. 20.0
DETAIL OF HANDRAIL TO WALL
SCALE 1:25
SCALE 1:50
REVISION DESCRIPTION
DETAIL OF EDGE BEAM HAND RAIL DETAIL OF EDGE BEAM ANDAND HAND RAIL 70.0
GROUND LEVEL 0.0M
STAIRCASE BLOCK SECTION
STAIRCASE BLOCK ETAILS
FFL - 0.64M SSL- 0.6M
310.0
460.0
SECTION AA'
1
112.0
115.0
306.0
SCALE 1:25
16 DETAILS
1000.0 1430.0
40.0
115.0
STAIRCASE BLOCK SECTION
b A-4001
20.0 20.0
1765.6
70.0 406.1 35.3
73.5
PLINTH LEVEL 0.6M
20 MM THICK FLOOR TILES 20MM THICK SCREEDING 320MM BY 260MM RCC PLINTH BEAM 8MM LINKS 600MM PCC PLINTH
SCALE 1:25
REVISION TABLE
95 MM DIAMETER NEWEL POST STAINLESS STEEL HOLLOW CIRCULAR SECTION 1430MM HEIGHT
300.0
2
230MM RUBBLE SOLING
STAIRCASE BLOCK SECTION SECTION AA'
35 MM BALUSTERS STAINLESS STEEL HOLLOW @300MM C/C WELDEDBACKFILLING ON BASE BACKFILLING PLATE
1000.0
300.0
3
95.8
4007.1
10
SECTION AA'
600MM PCC PLINTH 230MM RUBBLE SOLING
15.0
70.0
600.0
11
BRICK BAT COBA 12MM THICKNESS DOUBLE GLAZING GLASS FACADE
12MM RISER TILE WITH MATTE FINISH 2000MM BY 150MM 230MM RUBBLE SOLING 12 MM ANTISKID TREAD TILE WITH MATTE FINISH AND BULL -NOSE NOSING 2000MM BY 310MM
95.0
8.0
14
PLAIN CEMENT CONCRETE
20 MM THICK FLOOR TILES 1430MM HEIGHT 20MM THICK SCREEDING 20 MM THICK FLOOR TILES SCALE 1:15 320MM BY 260MM RCC PLINTH BEAM 20MM THICK SCREEDING 8MM LINKS 320MM BY 260MM RCC PLINTH BEAM 1 8MMPLINTH LINKS 600MM PCC
35.0
95 MM DIAMETER NEWEL POST
95 MM DIAMETER NEWEL POST STAINLESS STEEL HOLLOW CIRCULAR ANCHOR FASTENER USED TOSECTION FIX THE BASE PLATE TOSECTION THE STAINLESS STEEL HOLLOW CIRCULAR 1430MM HEIGHT RCC STAIRCASE 1430MM HEIGHT FFL - 0.64M SSL- 0.6M 20 MM THICK FLOOR TILES 20 MM THICK FLOOR TILES 150MM THICK RCC SLAB 20MM THICK SCREEDING 20MM THICK SCREEDING 320MM BY 260MM RCC PLINTH BEAM 320MM BY 260MM RCC PLINTH BEAM 8MM LINKS 8MM LINKS 12MM RISER TILE WITH MATTE FINISH 2000MM BY 150MM 600MM PCC PLINTH 600MM PCC PLINTH
150.0
320.0
300.0
197.2
1
12
b A-4001
306.0
0.0M
20.0
2
13
PLINTH LEVEL 0.6M
SSL- 0.6M
150.0
320.0
20.0
FFL - 0.64M SSL- 0.6M
310.0
RUBBLE PACKING
STAINLESS STEEL HOLLOW CIRCULAR SECTION
112.0
195.5
1430.0
3
18 17
115.0
115.0
GROUND LEVEL GROUND LEVEL 0.0M
@300MM C/C WELDED ON BASE PLATE
4
20
19
1 16 15
FFL - 0.64M
2
40.0
0.6M
12MM RISER TILE WITH MATTE FINISH 2000MM BY 150MM
FINISH AND SLAB BULL150MM -NOSE NOSING 2000MM BY 310MM RCC FLOOR LANDING THICK
22
521
1430.0
3
10 MM TOR MAIN STEEL REINFORCEMENTS
12 MM ANTISKID TREAD TILE WITH MATTE 20 MM THICK FLOOR TILES 12 NOSING MM ANTISKID TREAD WITH MATTE 20-NOSE MM THICK SCREEDING FINISH AND BULL 2000MM BYTILE 310MM
35 MM BALUSTERS STAINLESS STEEL HOLLOW 70 MM DIAMETER HANDRAIL STAINLESS STEEL HOLLOW 35 MM BALUSTERS STEEL HOLLOW @300MM C/C WELDED ON BASE PLATE STAINLESS
23
6
2
26 SSL- 4.04MM
24
7
4
35.3
73.5
20.0
25
8
5 1815.3
FFL - 4.0M
27
9
6
310.0
306.0
1765.6
2171.0
28
10
MIDLANDING @ 2000MM FFL- 2M SSL- 1.98M
GRIP SELF -EMBOSSED PROJECTIONS ON TREAD 12MM RISER TILEANTI-SKID WITH MATTE FINISH 2000MM BY 150MM 4007.1
29
11
7
3
1
112.0
115.0
PLINTH LEVEL c A-4001 0.6M PLINTH LEVEL
676.8
4007.1
30
12
8
40.0
0.6M FFL 1 DETAIL OFSSLTREAD AND - 0.64MRISER 115.0
150MM THICK RCC SLAB
31
9
35.3
73.5
8 MM TOR LINKS TYING MAIN STEEL IN STEPS
32
13
10
1430.0
150MM THICK RCC SLAB
34
14
STAINLESS STEEL HOLLOW CIRCULAR SECTION 95 MM DIAMETER NEWEL POST 1430MM HEIGHT
300.0
676.8
16 15
2
REINFORCED CEMENT CONCRETE
2
300.0
3 406.1
35
35 MM BALUSTERS STAINLESS STEEL HOLLOW 10 MM TOR MAIN STEEL REINFORCEMENTS MM DIAMETER NEWEL POST EARTH FILLING @300MM C/C WELDED ON BASE PLATE 25MM THICK EXTERNAL 95 PLASTER
300.0
150MM THICK RCC SLAB MIDLANDING ANCHOR FASTENER USED TO FIX THE BASE PLATE TO THE BULL-NOSE ENDING FOR SAFETY RCC STAIRCASE 25 MM THICK SCREEDING BETWEEN RCC STAIRCASE AND TILING
37 18 36
17
1430.0
19
38
MIDLANDING @ 2000MM FFL- 2M SSL- 1.98M
35.0
300.0
NAME
180.0
195.5
262.5 300.0
1000.0
17
1000.0
8 MM TOR LINKS TYING MAIN STEEL IN STEPS 12RCC MM ANTISKID TREAD TILE WITHHOLLOW MATTE SHEAR WALL-300MM 35BETWEEN MM BALUSTERS STAINLESS STEEL 25 MM THICK SCREEDING FINISH AND BULL -NOSE NOSING 2000MM BY 310MM STAIRCASE AND TILING @300MM C/C WELDED ON BASE PLATE
35.0
70 MM DIAMETER HANDRAIL STAINLESS STEEL HOLLOW
ANCHOR FASTENER USED TO FIX THE BASE PLATE TO THE RCC STAIRCASE
20
PROJECT NORTH
LEGEND
TILE WITH MATTE FINISH 2000MM BYDESCRIPTION 150MM HATCH TYPE TILE WITH MATTE BRICK WALL-230MM FINISH AND -NOSE NOSING 2000MM 310MM 12MMBULL RISER TILE WITH MATTE FINISHBY 2000MM BY 150MM
ANCHOR FASTENER USED FIXANTISKID THE BASE PLATE 12 TO MM TREAD TO THE RCC STAIRCASE 95.0
23 22
SCALE 1:15
ANTI-SKID GRIP SELF -EMBOSSED PROJECTIONS ON TREAD
115.0
BULL-NOSE ENDING FOR12MM SAFETYRISER
26 SSL- 4.04MM 70
21
18
230.0
195.5
22 21 20 19
1134.0
150MM FFL - 4.0M RCC FLOOR LANDING SLAB 20 MM THICK THICK FLOOR TILES 20 MM STAINLESS THICK SCREEDING MM DIAMETER HANDRAIL STEEL HOLLOW RCC FLOOR LANDING SLAB 150MM THICK
27
12 MM ANTISKID TREAD TILE WITH MATTE FINISH AND BULL -NOSE NOSING 2000MM BY 310MM
70.0
2171.0
ANTI-SKID GRIP SELF -EMBOSSED PROJECTIONS ON TREAD 20 MM THICK FLOOR TILES 10 MM TOR MAIN STEEL REINFORCEMENTS 20 MM THICK SCALE 1:25SCREEDING
28
25.0
26 SSL- 4.04MM
25 24 23
35 MM BALUSTERS STAINLESS STEEL HOLLOW @300MM C/C WELDED ON BASE PLATE 12MM RISER TILE WITH MATTE FINISH 2000MM BY 150MM
SCALE 1:15 DETAIL OF TREAD AND RISER
c A-4001
10.0
12.0
31
25.0
32
28
30 STAIRCASE BLOCK PLAN FFL - 4.0M 27 29
12.0
ANTI-SKID GRIP SELF -EMBOSSED PROJECTIONS ON TREAD 8 MM TOR LINKS TYING MAIN STEEL IN STEPS 10 MM TOR MAIN STEEL REINFORCEMENTS
34
29
DETAIL OF TREAD AND RISER
c A-4001
25 MM THICK SCREEDING BETWEEN RCC STAIRCASE AND TILING
105.0
1090.9
30
11
8 MM TOR LINKS TYINGBULL-NOSE MAIN STEEL IN STEPS ENDING FOR SAFETY
35
150.0
230.0
900.0
36
31
a A-4001
10 MM TOR MAIN STEEL REINFORCEMENTS 25MM THICK EXTERNAL PLASTER
150MM THICK RCC SLAB MIDLANDING 37
32
1134.0
25 MM THICK SCREEDING BETWEEN RCC STAIRCASE AND TILING ELEVATOR SHEER WALL
38
34
70.0
D2 BULL-NOSE ENDING FOR SAFETY
1
2 300.0
16.0
300.0
3
6
5
300.0
4
7
8
9
10
11
12
13
35
300.0
180.0
1
2
5
4
3
6
8
7
13
3
24
14 13
23
15
1112
22
16 10
20
17 9
14
21
18 8
15
95 MM DIAMETER NEWEL POST STAINLESS STEEL HOLLOW CIRCULAR SECTION 1430MM HEIGHT 20 MM THICK FLOOR TILES
150MM THICK SLAB MIDLANDING C29 RCC BULL-NOSE ENDING FOR SAFETY
300.0
16
room
3422.9
300.0
17
19
19 7
18
18
20 6
19
17
21 5
20
16
22 4
21
15
23 3
wide
22
14
24
2
2000mm
13
MIDLANDING 2000MM FFL-2M SSL-1.98M
25
UP 1
shaft
23
A
electrical -600mm
2500*2150mm car dimensions: 1700*1800mm
2500*2150mm car dimensions: 1700*1800mm
storage
35 MM BALUSTERS STAINLESS STEEL HOLLOW @300MM C/C WELDED ON BASE PLATE
SCALE 1:25 70 MM DIAMETER HANDRAIL STAINLESS STEEL HOLLOW
300.0
24
300.0
1112
300.0
25
300.0
FIREMAN'S
2500*2150mm LIFT
car dimensions: 1700*1800mm
2500*2150mm
car dimensions: 1700*1800mm
10
300.0
wide
10.0
9
300.0
2000mm
VENTILATION GRILL
shaft
300.0
AHU
115.0
plumbing
300.0
10.0
8
230MM THICK BRICK WALL
7
C28
1090.9
6
12
D2
300.0
5
300.0
4
300.0
3
300.0
GENERAL NOTES 1) All dimensions are in 'millimeters' unless SCALE 1:1000 specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 35 MM BALUSTERS STAINLESS STEEL HOLLOW 3) All levels are unfinished levels unless @300MM C/C WELDED ON BASE PLATE specified. 4) The contractor shall verify all on site 12MM RISER TILE WITH MATTE FINISH 2000MM BY 150MM dimensions including elevations prior to the commencement of work on site. 12 MM ANTISKID TREAD TILE WITH MATTE 5) The contractor shall inform the architect FINISH AND BULL -NOSE NOSING 2000MM BYproject 310MM and/or engineer on site regarding 35 MM BALUSTERS STAINLESS STEEL HOLLOW any conditions/modifications. @300MM C/C WELDED ON BASE PLATE 6) The contractor shallTREAD coordinate and verify ANTI-SKID GRIP SELF -EMBOSSED PROJECTIONS ON the work indicatedBY 150MM 12MM RISER TILE WITH MATTE FINISH 2000MM on the drawings between the architectural BULL-NOSE ENDING FOR SAFETY 12 MM ANTISKID TREAD TILE WITH and MATTE various trade drawings, including but not limited to structural, electrical, plumbing, FINISH AND BULL -NOSE NOSING 2000MM BY 310MM ANCHOR FASTENER USED TO FIX THE BASE PLATE fire protection and exterior enclosure TO THE RCC STAIRCASE ANTI-SKID GRIP SELF -EMBOSSED systems. PROJECTIONS ON TREAD 7) All work shall conform to relevant BIS 8 MM TOR LINKS TYING MAIN STEEL IN STEPS codes and shall be best practice of each BULL-NOSE ENDING FOR SAFETY trade. 25 MM THICK SCREEDING BETWEEN RCC 8) AnyBASE discrepancy is to be brought to the ANCHOR FASTENER USED TO FIX THE PLATE STAIRCASE AND TILING notice of the TO THE RCC STAIRCASE architect/ consultant before commencement of the 8 MM TORSTEEL LINKS TYING MAIN STEEL IN site. STEPS 10 MM TOR MAIN REINFORCEMENTS 9) All work is to be completed to the 25 MM THICK BETWEEN RCC SCALE 1:1000 SCREEDING 25MM THICK EXTERNAL PLASTER satisfaction of site STAIRCASE AND TILING engineer/ project manager and architects 2
300.0
BULL-NOSE ENDING FOR SAFETY
UP
300.0
C29
1090.9
1
17
T=300MM R=150MM
19 1112
14
2000mm wide
20 10
15
SCALE 1:1000
262.5
1000.0
16
17
21
9 13
17
18
22
8 18
16
23
7 19
14
24 6
20
15
25 5 21
300.0
300.0
36
IRCASE BLOCK
4 22 13
D2
300.0
STAIRCASE BLOCK PLAN
37
A-4001
3 23 1112
300.0
38
b A-4001
2 24
10
300.0
3422.9
A
GROUND LEVEL 0.0M
25 9
300.0
a A-4001
GROUND LEVEL 0.0M
8
70 MM DIAMETER HANDRAIL STAINLESS STEEL HOLLOW
STAINLESS STEEL HOLLOW CIRCULAR SECTION 1430MM HEIGHT 20 MM THICK FLOOR TILES
SCALE 1:25
PLINTH LEVEL 0.6M
7
KEY PLAN
@300MM C/C WELDED ON BASE PLATE
A
SIGN AN
room
ELEVATOR SHEER WALL
12
6
storage
900.0
14
5
car dimensions: 1700*1800mm
ANTI-SKID GRIP SELF -EMBOSSED PROJECTIONS ON TREAD
300.0
UP wide
2500*2150mm
4
300.0
2000mm
3
300.0
shaft l
2
300.0
1
electrica -600mm
2500*2150mm car 1700*1800mm dimensions:
UP
300.0
SCAL
FIREMAN'S
2500*2150mm LIFT
car dimensions: 1700*1800mm
2500*2150mm
car dimensions: 1700*1800mm
1
19
14
18
15
16
16
MIDLANDING 2000MM FFL-2M SSL-1.98M
17
9
18
10
19
14
15
20
15
300.0
STAIRCASE BLOCK PLAN
13
16
300.0
300.0
16
17
11
21
18
14
22
13 19
13
23 1112
20
12
24 10
21
FFL-2M SSL-1.98M
25 9
22 13
300.0
15
8 23 1112 wide
SCALE 1:100
TERRACE, DROP PANEL, CURTAIN 1:50 95 SAFETY MMSCALE DIAMETER NEWEL POST C29 GLAZING BULL-NOSE ENDING FOR
C13
MIDLANDING @ 2000MM FFL- 2M SSL- 1.98M
7 24
10 2000mm
RIB AND DROP PANEL
900.0
a A-4001
25
9
ACADE
shaft
300.0
room
plumbing
300.0
300.0
storage
AHU
70 MM DIAMETER HANDRAIL STAINLESS STEEL HOLLOW 230MM THICK BRICK WALL 95 MM DIAMETER NEWEL POST c ENTIRE STAINLESS STEEL HOLLOW CIRCULAR SECTION SECTION THROUGH VENTILATION GRILL A-4006 1430MM HEIGHT 35 MM BALUSTERS STAINLESS STEEL HOLLOW 20 MM THICK FLOOR TILES
A
8
COLUMN 400MM BY 600MM 35 MM BALUSTERS STAINLESS STEEL HOLLOW @300MM C/C WELDED ON BASE PLATE
3422.9
300.0
300.0
T.Y B
7
300.0
17 DETAILS
A-4002
A
6
wide
6
300.0
5
2000mm
5
300.0
4
shaft al
2500*2150mm car dimensions: 1700*1800mm
VENTILATION GRILL C28
4
300.0
3
electric -600mm
2500*2150mm car 1700*1800mm dimensions:
3
300.0
NAME
FIREMAN'S
2500*2150mm LIFT
car dimensions: 1700*1800mm
2500*2150mm car dimensions: 1700*1800mm
2
300.0
wide
UP
300.0
2000mm
1
300.0
U
shaft
300.0
SHEET
AH
2
230MM THICK BRICK WALL
15 MM DIA TOR DISTRIBUTION STEEL 15 MM DIA TOR STEEL MAIN STEEL
plumbing
C13
C28
UP
RIBS 12 MM DIA TOR MAIN STEEL 12 MM DIA TOR DISTRIBUTION STEEL
40 MM CLEAR COVER
1
350 MM EDGE BEAM
1531.2
8MM DIA STIRRUPS 15MM DIA TOR STEEL
DETAIL OF HANDRAIL TO WALL
HINAL SOLANKI
T.Y B.ARCH SCALE 1:5
SEM-6
460.0
SCALE 1:5
ACADEMY OF ARCHITECTURE ROLL NO. SCALE-1:50
48
D2 3288.1
D2
D2
900.0
5129.7
900.0
900.0
4797.7
5940.1 AHU
230MM THICK BRICK WALL WITH 25MM PLASTER 20 MM THICK TILING 20MM THICK SCREEDING 250MM SUNK FILLED WITH BBC 175 MM THICK SLAB PCC LAYER
19
18 17 16 15
7
14
8 9 10 1112 13 24 23 22 21
20 19 18
17 16
15 14
8 9 10 1112
13
20.0
20 6
25 7
20.0
21 5
wide
6
20.0
22 4 2000mm
car dimensions: 1700*1800mm
5
40.0
23 3
shaft l
2500*2150mm
4
230.0
24
2
electrica -600mm
2500*2150mm car dimensions: 1700*1800mm
3
5735.6
25
UP 1
FIREMAN'S 2500*2150mm car LIFT dimensions: 1700*1800mm
2500*2150mm car dimensions: 1700*1800mm
2
978.5
wide
UP
NAHANI TRAP
2000mm
shaft
NAHANI TRAP
plumbing
1565.3
1
NAHANI TRAP
storage room
230MM RUBBLE SOLING BACKFILLING
6015.3
1722.0
NAHANI TRAP
4046.9
1000.0
NAHANI TRAP
A
A
2176.6
NAHANI TRAP
NAHANI TRAP NAHANI TRAP
KEY PLAN
4046.9
2542.8
2771.6
plumbing shaft
2 2944.9
3 9594.4
NAHANI TRAP 4046.9
b A-4000
DETAIL OF TILE DROP WAFFLE SLAB 175MM THICK WITH 125MM RIBS
SCALE 1:25
FALSE CEILING HANGER WIRE
2555.9
1 700.0
4 5 18035.8
NAHANI TRAP 7076.5
3495.2
700.0
700.0
700.0
SCALE 1:1000
GYPSUM BOARD PANELS 600MM BY 600MM BY 10MM THICK
NAHANI TRAP
6
4031.5
NAHANI TRAP
GRANITE COUNTER TOP GLOSSY FINISH 20MM THICK WALL MOUNTED DOWNLIGHT
2555.0
7 700.0
230MM THICK BRICK WALL WITH 25MM PLASTER
8
L
H
DADO CLADDING SOMANY TILES 600MM BY 600MM BY 20MM THICK HEIGHT 1800MM WALL MIRROR 2000MM BY 860MM BASIN FAUCET CERA QUARTER TURN
9 10
1700.0
storage room
11
1700MM HIGH PVC DOOR
250MM SUNK FILLED WITH BBC 175 MM THICK SLAB PCC LAYER 230MM RUBBLE SOLING
4335.2
12 13
30.0
230MM RUBBLE SOLING BACKFILLING
B
2
WASH BASIN COUNTERTOP 300MM BY 230 MM CERA GLOSSY WHITE BOTTLE TRAP CERA AUXILLARIES BOTTLE TRAP 20 MM THICK TILING 20MM THICK SCREEDING
30 MM THICK THRESHOLD 20 MM THICK TILING 20MM THICK SCREEDING
250MM SUNK FILLED WITH BBC 175 MM THICK SLAB PCC LAYER
1
BACKFILLING
a A-4000
TOILET BLOCK PLAN
c A-4000
DETAIL SECTION OF DOOR AND DOOR FITTING
DETAIL SECTION OF BASIN COUNTER
d A-4000
SCALE 1:25
SCALE 1:25
AREA =45.3 SQ.M.
SCALE 1:25
DATE
20 MM THICK TILING 20MM THICK SCREEDING 250 MM SUNK SLAB FILLED WITH BBC
20 MM THICK TILING 20MM THICK SCREEDING 250 MM SUNK SLAB FILLED WITH BBC
455.0
640.0 1190.0
1190.0
640.0
415.0
1440.0 230.0
EXHAUST FAN 230 MM DIAMETER HINDWARE URINAL STAR WHITE 285 BY 420 BY 295MM 230MM THICK BRICK WALL WITH 25MM PLASTER DADO CLADDING SOMANY TILES 600MM BY 600MM BY 20MM THICK HEIGHT 1800MM HEALTH FAUCET CERA FAUCET WITH 1200MM BRAIDED HOSE PIPE EUROPEAN STYLE WC FLOOR MOUNTED 460MM BY 730MM BY 800MM HEIGHT(SNOW WHITE) CERA
460.0
1150.0
230.0
4000.0
4000.0
462.0
WALL MOUNTED DOWNLIGHT
626.5 1500.0
2400.0
2200.0
1600.0 450.0
450.0
30.0
PROJE
DE
PCC LAYER 250MM SUNK FILLED WITH BBC 175 MM THICK SLAB
250MM SUNK FILLED WITH BBC 175 MM THICK SLAB PCC LAYER 230MM RUBBLE SOLING
2500.0
575.0
350.0
WASH BASIN COUNTERTOP 300MM BY 230 MM CERA GLOSSY WHITE HEALTH FAUCET CERA FAUCET WITH 1200MM BRAIDED HOSE PIPE EUROPEAN STYLE WC FLOOR MOUNTED 460MM BY 730MM BY 800MM HEIGHT (SNOW WHITE) CERA
458.5
1810.0
1700.0
WALL MIRROR 2000MM BY 860MM
1800.0
2430.0
2200.0
2000.0 2269.3
350.0
FALSE CEILING HANGER WIRE
GYPSUM BOARD PANELS 600MM BY 600MM BY 10MM THICK
DADO CLADDING SOMANY TILES 600MM BY 600MM BY 20MM THICK HEIGHT 1800MM
250.0 475.0
620.0
1012.0 860.0
610.0
637.6
GYPSUM BOARD PANELS 600MM BY 600MM BY 10MM THICK 230MM THICK BRICK WALL WITH 25MM PLASTER
180.0
3475.0
WAFFLE SLAB 175MM THICK WITH 125MM RIBS
FALSE CEILING HANGER WIRE
1070.0
1900.0
640.0
125.0
WAFFLE SLAB 175MM THICK WITH 125MM RIBS
SHEE
230MM RUBBLE SOLING BACKFILLING
NAME
T.Y
BACKFILLING
ACAD e A-4000
DETAILED SECTION BB' OF TOILET BLOCK
f A-4000
SCALE 1:25
DETAILED SECTION AA' OF TOILET BLOCK
SC
SCALE 1:25
SIGN
15 DETAILS C7
C8
C9
C11
C34
GENERAL NOTES 1) All dimensions are in 'millimeters' unless specified. 2) The drawing is not to be scaled. The dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. 7) All work shall conform to relevant BIS codes and shall be best practice of each trade. 8) Any discrepancy is to be brought to the notice of the architect/ consultant before commencement of the site. C5 C4 C3 GENERAL NOTES 9) All is to beunless completed to the 1) All dimensions are work in 'millimeters' satisfaction of site specified. 2) The drawingengineer/ is not to be project scaled. The manager and architects
C12 AHU
D 2000mm wide
25
UP
24 23 22 21
1
20
2
19
3
18
4
17
5
16
6
15
7
14
8
FIREMAN'S
2500*2150mm car LIFT dimensions: 1700*1800mm
9 10 1112 13
2500*2150mm car dimensions: 1700*1800mm
electrical
shaft -600mm
2000mm wide
2500*2150mm car dimensions: 1700*1800mm
25
UP
24 23 22 21
1
20
2
19
3
18
4
2500*2150mm
17
5
car dimensions: 1700*1800mm
16
6
15
7
14
8 9 10
plumbing
1112
13
shaft
storage room
LIFT MACHINE ROOM D
2591.3
+88.6M
2 STAIRCASE MUMTY
KEY PLAN
2014.2
+51.2M
SCALE 1:1000 C9 C21
PARAPET LEVEL
C7
C8
C6
1358.1
+33.2M
900.0
C7
C8
C9
C34
C11
dimensions are strictly are to be followed. 3) All levels are unfinished levels unless specified. 4) The contractor shall verify all on site dimensions including elevations prior to the commencement of work on site. 5) The C6 contractor shall inform the architect and/or project engineer on site regarding any conditions/modifications. 6) The contractor shall coordinate and verify the work indicated on the drawings between the architectural and various trade drawings, including but not limited to structural, electrical, plumbing, fire protection and exterior enclosure systems. W5 W1 to relevant BIS 7) All work shall conform codes and shall be best practice of each LEGEND trade. 8) Any discrepancy is to be brought to the notice of the DESCRIPTION HATCH TYPE architect/ consultant before commencement of the site. BRICK WALL-230MM 9) All work is to be completed to the
385.7
TERRACE LEVEL
C5 C6
+32.0M
C12
3324.2
AHU
D 2000mm
W8
wide
25 24
23 22 21 20
19
W7
3
18
4
17
5
W4
W6
2
V1
UP
16
6
15
7
W8
1
W5
W5
14
8
FIREMAN'S 2500*2150mm car LIFT dimensions: 1700*1800mm
9 10 1112
13
2200.0
electrical
shaft -600mm
2000mm
wide
2500*2150mm car dimensions: 1700*1800mm
C7
C8
C9 C21
2500*2150mm car dimensions: 1700*1800mm
25
UP
24 23 22 21
1
20
2
19
3
18
4
2500*2150mm
17
5
car dimensions: 1700*1800mm
16
6
15
7
14
8 9 10
plumbing
1112 13
shaft
storage
+88.6M
W6
D
715.8
W3
2014.2
TERRACE LEVEL
1807.8
900.0
W4
W3
W4
W3
W2
W1
W1
W8
W7 V1
W6
W7
W3
W2
W2 W1
W8
V1
W4
W6
W7
900.0
807.9
900.0
900.0
W2
W4
W3
W1
W2
W6
W7
W8
900.0
FIFTH FLOOR LEVEL
900.0
900.0
+20.0M W3
W8
V1
W6
W7
W5
W8
V1
W4
W6
W7
W8
W1
W7
W1
W3
1
W2
W1
W5
W8
W5
W1
W5
W8
THIRD FLOOR LEVEL +12.0M
REVISION TABLE
W5
W5
12MM THICKNESS REVISION DESCRIPTION DATE DOUBLE GLAZING W1
GLASS FACADE
W8
W5
W1
W5
W8
SECOND FLOOR LEVEL +8.0M
1
+12.0M 900.0
W8
W3
W3
W2
W2
W1
DATE
W1
W1
REVISION TABLE
FIRST FLOOR LEVEL
W5
W1
W5
W8
+4.0M
REVISION DESCRIPTION
GP1
W3
W5
W8
W9
D6
900.0
900.0
W5
W1
900.0
W6
W8
BRICK BAT COBA
2200.0
900.0
V1
W4
W5
2
W4
THIRD FLOOR LEVEL
+8.0M
900.0
W8
W1
2200.0
900.0 2800.0
W5
W5
W5
W8
PLAIN CEMENT CONCRETE W2
W4
SECOND FLOOR LEVEL
1
W5
+16.0M
EARTH FILLING
W1
900.0
+16.0M
2200.0
W5
W6
+20.0M
W1
W5
900.0
W4
W8
12MM THICKNESS DOUBLE GLAZING GLASS FACADE
1200.0
W8
2200.0
900.0
W5
W5
2800.0
900.0
900.0
+12.0M FOURTH FLOOR LEVEL
W5
RUBBLE PACKING
W4 900.0
900.0
THIRD FLOOR LEVEL
W8
W7
+24.0M
W8
FIFTH FLOOR LEVEL
REINFORCED CEMENT W1 CONCRETE
2
W1
W2
W8
2200.0
W4
V1
W1
W3
2200.0
W5
W2
900.0
2200.0
W4
W5
992.1
W3
W4
W8
W7
900.0
W4
900.0
2200.0
900.0 2200.0
FOURTH FLOOR LEVEL +16.0M
W6
BRICK WALL-230MM
2200.0
V1
W4
SIXTH FLOOR LEVEL
W5
W5
FOURTH FLOOR LEVEL
807.9
W8
V1
W4
+28.0M
SHEAR WALL-300MM
900.0
W5
W8
W8
W1
W1
W1
DESCRIPTION
HATCH TYPE
2200.0
900.0
900.0
+24.0M
900.0
900.0
SIXTH FLOOR LEVEL
W5
W5
W5
SEVENTH FLOOR LEVEL
BRICK BAT COBA
LEGEND
W1
W1
2200.0
2200.0
W3
1
W5
+32.0M W8
PLAIN CEMENT CONCRETE
PROJECT NORTH
W8
W8
W7
2200.0
W6
+33.2M
W5
RUBBLE PACKING
W4
V1
W4
C21 C1
TERRACE LEVEL
W5
W1
C2
+51.2M
PARAPET LEVEL
W1 FILLING EARTH
W1 W1
2200.0
2200.0 900.0 900.0
900.0 900.0
2200.0
+28.0M
+20.0M W5
W8
STAIRCASE MUMTY C3
REINFORCED CEMENT CONCRETE
2 W4
SEVENTH FLOOR LEVEL
FIFTH FLOOR LEVEL W5
W5
W5
K C4
W8 992.1
W4
+88.6M
C5
W5
W1
715.8
W6 W8
2200.0
V1 W5
900.0
900.0
W4
W5
C21 C1
LIFT MACHINE ROOM
satisfaction of site engineer/ project manager and architects SHEAR WALL-300MM
+32.0M W8
2200.0
W1
1376.3
1358.1
+24.0M
2200.0
900.0
+33.2M
SIXTH FLOOR LEVEL
900.0
W5
W1
SCALE 1:1000 PARAPET LEVEL
W5
W2
KEY PLAN
900.0
2200.0
STAIRCASE MUMTY +51.2M
C2
PROJECT NORTH
W4
W8
W7
2200.0
V1
W4
3324.2
2591.3
900.0
+28.0M
2 W8
385.7
LIFT MACHINE ROOM
SEVENTH FLOOR LEVEL
W5
W5
1376.3
900.0
1807.8
room
AHU
14
C5 C6
SCALE 1:25
15
TOILET BLOCK
6
A-4000
GROUND FLOOR LEVEL
2200.0
+0.0M W3
W2
W1
W1
W5
W1
W5
W8
900.0
+4.0M W6
W7
W8
PLINTH LEVEL
900.0
900.0
FIRST FLOOR LEVEL
+0.6M W9
W8
W4
V1
2200.0
W5
PROJECT NAME- MMRCL OFFICE
EAST ELEVATION 2800.0
V1
W4
W6
W7
+4.0M
W8
9 A-200
GROUND FLOOR LEVEL
ELEVATION AA'
ELEVATION
W3
W2
W1
+0.0M
2200.0
ELEVATION
900.0
GROUND FLOOR LEVEL
SHEET TITLE
SHEET NO.
900.0
+0.6M
2
SCALE 1:50
PROJECT NAME- MMRCL OFFICE
PLINTH LEVEL W4
+0.0M
1
SHEET TITLE
1200.0
W8
900.0
W9
1200.0
2200.0
W5
+8.0M
FIRST FLOOR LEVEL
2800.0
900.0
1200.0
900.0
2200.0
W4
SECOND FLOOR LEVEL
1
NAME SHEET NO. NAME
12
GP1
W3
W5
W8
W9
D6
HINAL SOLANKI
12
T.Y B.ARCH
HINAL SOLANKI
SEM-6
ACADEMY SEM-6 OF ARCHITECTURE T.Y B.ARCH ACADEMY OF ARCHITECTURE
ROLL NO.
ROLL NO.
SCALE-1:50
2 SOUTH ELEVATION 12 SOUTH ELEVATION
03
GENER 1) All di specifie 2) The dimens 3) All le specifie 4) The dimens comme 5) The and/or any con 6) The the wor on the d and var not limi fire pro system 7) All w codes a trade. 8) Any notice o architec of the s 9) All w satisfac enginee
B
ELEVATION DD'
A-203
ELEVATION DD'
SCALE 1:50
SCALE-1:50
9 SCALE 1:50
A-200
48
48
EAST ELEVATION SIGN AND STAMP
SIGN AND STAMP
ELEVATION AA'
SCALE 1:50
51
BUILDING CONSTRUCTION SEMESTER 4 Faculty - Ar. K.V.Parmeshwar The following are the construction drawings for a part of the crematorium project of semester 3 to be re-designed with steel as the construction material showcasing steel stanchions, footing details, joineries, claddind details , flooring and deckind, staircase and so on.
53
07
SOLAR DECATHLON WORLI KOLIWADA , MODULAR COMPETITION | SEMESTER 5-6 Solar decathlon India (SDI) is a national level competition which aims to incorporate sustainability and make it f undamental for upcoming architects and engineers to come up with real life scale able design innovations which will help the world. It aims to develop net-zero solutions and help empower young professionals combat climate change efficiently in the building sector. The competition encourages teams to partner with faculties, real estate developers, and other industry organisations. Vihaan was designed as a modular community resilience centre made with the use of shipping containers. Shipping containers were chosen as they had an structural advantage and the centre could be built in the minimum amount of time. Vihaan is not only a modular , adaptable and earthquake resistant solution but also has net positive potential for water usage, reduced energy usage as compared to other solutions and is highly scalable at almost any location. The team optimised facade orientation for controlling thermal comfort and incorporated an app to guide panic stricken people to their respective resilient centre. The app and libraries , workshop spaces and many other functions helped us in community incorporation and overall humanisation of the centre which would function as a community centre during normal times. Project Partner Transfabcon
55
57
59
CONSTRUCTION DETAILS
61
63
65
WATER PERFORMANCE NET POSITIVE WATER CYCLE PERFORMANCE
67
08
MODULAR CLINIC WORLI KOLIWADA , MODULAR COLLEGE PROJECT | SEMESTER 7 The clinic was designed keeping in mind the space crunch in the city of Mumbai and the need of flexibilty for the spaces like clinic and blood donation camps all over the city. The shipping container which are of no use after they are decommissioned are the best fit for such kind of projects which are modular , which can be used at any site and are flexible in terms of space construction.The design principles are modularity, flexibility in terms of interior spaces, expandable and compactable spaces and easy transportation.
69
WORLI KOLIWADA
COMPACTABLE AND EXPANDABLE MODULES
71
CLINIC MODULE
BLOOD DONATION MOD
DULE WITH 2 BEDS
BLOOD DONATION MODULE WITH 3 BEDS
73
ARTISTS’ RENDER OF MULTIPLE MODULES
75
MODULAR CLINIC
77
09
KALAGHODA ARTS FESTIVAL THreading between the lines Visual Arts Installation Group work
The aim of our installation was to emphsize on inclusivity and interaction. The nine circular modules with vivily vibrant threads were designed to incorporate the same. The installation attracts audience from all around and brings them in a common place with a common joy that we believe dissolves all lines of differences in that moment. The modules draw parallel between kaleidoscope and ur country’s ever dynamic nature. The mirror on the top forming the aesthetic canopy also gives an enchanting top view of the whole curated space.
VIEW SHOWING INTERACTION AMONG PEOPLE
STEP 1: DYING THE THREADS
STEP 2: CONSTRUCTING INDIVIDUAL MODULES
STEP 3: ASSEMBLY OF THE STRUCTURE
STEP 3: TRANSPORATION TO THE SITE
79
10
ACHARACHYA WADYA
ACHARA , SINDHUDURG DOCUMENTATION| SEMESTER 2 GROUP WORK | EXHIBITION Achara, a coastal village in the Sindhudurg district of Malvan taluka was documented and their construction methods and daily lifestyle was studied. The two settlements that were documented were “Pirawadi’ and ‘Jamdul’ The Cultural beauty, various construction techniques, designing of spaces and their connect to nature, source of living and such factors were studied and handdone graphics were created to express and convey our experience in the village
Plan of the house with
Section through the Vitthal temple, a famous temple of the area
Section through a cheera constructed house that had an attached shop
Plan of the Vitthal temple
F
h attached shop
and chavhata
View of the old house with their family temple
View of Vitthal temple and Chavhata
81
11
A TALE OF TWO SETTLEMENTS NARKANDA AND KOTGARH Unravelling the Unexplored Documentation and Exhibition Groupwork
Pictures from the E
The aim of the exhibition was to document the two striking towns curled up in the mountains of Himachal Pradesh. The layers of installation impressed upon the visitors the beauty of the people, their culture, their everyday activities and their closeness to the nature in a way that the experience the place personally . Our nostalgia acted as colourful buckets of paints spread over the blank canvas to express the story in an artistic way and do justice to the beauty of the place.
Illustration depicting the history of Narkanda and Kotgarh
Exhibition
Installation of Kotgarh
83
12 MATERIAL EXPLORATION Exploring Bamboo, bricks and cement
85
12a MATERIAL EXPLORATION: BAMBOO A GROUP PLAY INITIATIVE ALIBAUG FIELD VISIT| SEMESTER 2 Groupwork The aim was to create a cradle from bamboo for interaction of one , two or more people.
87
12b
The aim was to understand vernacular construction and getting hands- on experience with the two materials i.e Bamboo and Brick to understand the construction process and the raw and natural beauty of these materials.
MATERIAL EXPLORATION Exploring Bamboo and bricks ELECTIVE | SEMESTER 3 Groupwork
Plumb line tool was used to check the alignment of stacked bricks to ensure a straight wall
BRICK: Learnt the process of brick making right from the start. Hands-on experience to construct an arch with the understanding of importance of the quality of bricks used, the quality and correct consistency of mortar, total drying time and the alignment and common errors
Stacking bricks and applying mortar to ensure that the bricks stick to each other
PROCESS 1: Creating base shape for the arch formation
PROCESS 4: Testing the final outcome
Applying mortar evenly with the help of trowel leaving a little gap from the edge to avoid spilling after brick placement
Adding finishing touches and leaving it to dry for minimum 24 hours
PROCESS 2: Constructing the arch over the base
PROCESS 3: Leaving it to dry for a minimum of 24 hours
STEP 1: Digging the ground to create a pit deep enough to install pipe for foundation of the bamboo
BAMBOO: The natural qualities of bamboo and its usage in full potential was learnt.
STEP 2: Installing the bamboos in the foundation pit and filling it with mud to strengthen it
BAMBOO CANOPY WITH BRICK SEATING
STEP 3:Cut the bamboo into half for flexibilty and attach it in the desired position
STEP 4:Create a mesh of bamboos for the canopy
BAMBOO CANOPY WITH BRICK SEATING
STEP 5:Tie at the intersection of the two bamboos to ensure stability
STEP 6:Test the strength of canopy TESTING THE CANOPY
89
13
MATERIAL EXPLORATION | CEMENT COLLEGE PROJECT | SEMESTER 4 Faculty - Ar. Rishit Gandhi | Ar. Bhavin Patel
CEMENT + BAKING SODA As a strengthening material
CEMENT + TIN BOTTLE CAPS As a reinforcing + weight reduction material
Slight reduction in the weight with an added reinforcement was observed
CEMENT + LEAVES As a Reinforcing+ textured material
CEMENT + ALUM CRYSTALS As a strengthening material
CEMENT + THREAD
CEMENT + THERMOCOL
As a light weight reinforcing material
Extremely strong reinforcement was observed that held the block together even after breaking it into pieces
As a weight reduction material
Reduction in the overall weight of the block was observed
PROTOTYPE
CEMENT + MIRROR PIECES As a textured material
CEMENT + SMALL MIRROR As a textured PIECES material
Texture and change in aesthetic was seen
Mould for casting
Thread layout while casting
Casting of concrete
The aim was to explore the constituents of general cement concrete and understand its durability and strength with experimenting on various subsitute materials and carrying out several tests. On the basis of these explorations and analysis , we further went on to testing concrete mixtures with new materials with an intention to create smoother surfaces, light weight concrete batches and structurally stronger substitutes. Taking into consideration the inferences from each of these experiments , a furniture from cement was created that revolved around the principles of flexibilty, comfort, anthropometry with an unexplored combination of materials.
Casted model
Thread layout setting according to the ergonomics of a human seat upon utilisation
Final Outcome
91
14
EXPLORATIONS 1. CERAMIC CLAY 2. CEMENT 3. WOOD
The aim of these explorations was to get familiar with the different kinds of material that are used in designing and then apply that knowledge to make maximum utilisation of the material’s potential and design a truly functional and purposeful space. Ceramic, being a highly utilised material in each house makes it extremely beneficial to understand the way the material responds . Wood, a highly aesthetic material and predominantly used for furniture in almost every living space is a perfect material to play with and experiment various forms and utilities. Cement, that moulds and takes the shape of any desired form is a wonderful material to be explored to be used to its maximum potential.
93
15
INTERIOR DESIGN PROJECTS
PROJECT 1: DESIGNING LIVING ROOM FOR MR. AND MRS. PANDYA LOCATION: KANDIVALI, MUMBAI PROJECT 2: DESIGNING LIVING ROOM FOR MR. AND MRS. VISHWANANTH LOCATION: EVERSHINE NAGAR, MUMBAI PROJECT 3: PART TIME INTERNSHIP AT IRMA INTERIORS The topic comprises of interior design projects done as a freelancing to enhance and explore my skills in designing spaces at a micro level and to find my field of interest
95
97
99
Irma Interiors, 231, Buena Vista, Opp. Y.B Chavan Centre, Nariman Point, Mumbai – 400021. Maharashtra, India. July 8, 2021 Hinal Solanki, A, 505, Shree Siddhivinayak Tower, Tank Road, Orlem, Malad West, Mumbai – 400064. Subject: Offer cum appointment letter Dear Ms. Hinal, With reference to your interest and subsequent telephonic interview, you had with us on 4th July 2021 on the following terms and conditions. Position: Intern Location: WFH, Mumbai Stipend: ₹4000/- per project Commencement of Internship: Your internship will be effective from 5 th July, 2021. Working hours: Since we are an interior design studio, we have flexible working hours and project based work requirements. We are working six days, Monday to Saturday. Under the current scenario, you are not required to travel on a day to day basis unless utmost necessary. We congratulate you on your appointment and assure to give you full support for your professional growth and development. Sincerely,
Irma Shah +91 9821930101 irma.interiordesign@gmail.com
101
Hinal Solanki Stellar Rachna Sansad's Academy of Architecture
103