a m u lya
g u p ta
Education University School of Architecture and Planning I P U n i v e r s i t y, D e l h i
B.Arch 2017-2021(4th year)
Bal Bharati Public School Noida Class-X (2015) Class-XII (2017)
Software Proficiency Drafting
Autodesk AutoCAD
3D Modeling
Google SketchUp Autodesk Revit
3D Visualization
Presentation
Hard Skills
Interperonal Skills
Vr a y Lumion Enscape Tw i n m o t i o n
Adobe PhotoShop Adobe Illustrator Adobe Indesign Microsoft Office
Skills Soft skills
Hello there.
I am a 4th year architecture student f r o m U S A P, D w a r k a , D e l h i . I a m detail-oriented by nature who is passionate to learn. I am ambitious about design, its process and looking foward to expand knowledge in multiple disciplines.
Music
Model Making Documentation Drafting Sketching
Virtual Reality
Cinema
Written and verbal communication Te a m L e a d e r s h i p and Management
Contact Phone
Interests
Art&Crafts
Problem Solving Skills Detail Oriented Creative Thinking Collaboration
+91 8368332625
/in/amulya-gupta-9435a71b3/
amulyagupta1703@gmail.com
@amu_gupta99
Address
Issuu
C - 2 0 6 , S e c - 2 6 , N o i d a , U . P.
https://issuu.com/amugupta
2020-21
Academic Projects
Competition | Acheivements
Architecture and the memory of the dead
Finalists: Kaarwan National Design Competition | 2020
Dissertation
Rejevunating Dwarka: An Eco Model
Urban Design Project South West Dwarka Region, Delhi
Psychotherepy and Healing Centre
Final Thesis Project (Ongoing) S e c t o r 1 4 3 A , N o i d a , G . B . N a g a r, U . P. 2018-19
Primary School
Quarantine Facility Design
Competition Entry: E t h o s Tr a n s p a r e n c e 1 4 . 0 | 2 0 1 9
Railport- Future Ready
Competition Entry: 60th Annual NASA Convention | 2018
M o h a m m a d S h a h e e r L a n d s c a p e Tr o p h y D C s c h o o l o f A r c h i t e c t u r e a n d D e s i g n , Va g a m o n , K e r a l a
School design for children with ADHD Near Prudence School, Dwarka Sec-16B,Delhi
Workshops
Research Centre
SustainableArchitecture Workshop | 2021
Sustainable Design Near JNU lake,JNU, Delhi
Energy Codes and Softwares PSI Energy Studio
Biomimetic Design Studio Workshop | 2020 2019-20
Recreational Center
Cultural and Seminar Centre N e a r D w a r k a S e c - 11 M e t r o s t a t i o n , D e l h i
Concord Housing
2017-18
Parametric design in Rhino and Grasshopper OneistoX
Seminars | Conferences
TOD Housing Project Near Connaught Place, Minto Road, Delhi
Biophillic design | 2021
Crunchy Bites
Low Maintainance Wood Facades | 2020
Food kiosk design Near Dwarka Sec-14 Metro station, Delhi
Industry practice in India Satinder Chawla | Span Floors | Delhi
Heli Residence design for a Mojri maker Ramgarh, Rajashthan
Debate in production of architecture | 2020
Best strategies discussion Sami Meira | UGREEN | Online
Industry and sustainable practices S u h a s i n i A y e r, A m i n N a y y a r | S S A A - C o l l i s i o n | O n l i n e
Having a huge impact of music on my life, my approach is to bring this characater in architecture by creating fluidity in spaces in as seen in transition from one note to the next. I also focus on creating more usercentric and experience based designs that bonds the user to the space. Keeping the essence of these principles, here are some of my selected works.
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37
contents.
05
Rejevunating Dwarka Aalay House Project Covistay
Urban Design project | 2020
Private Residence | 2019
Quarantine Facility | 2019
Concord Housing TOD Housing | 2019
Technical Drawings 2017-2021
Miscellaneous
Model making and artworks
05
1
R E J E V U N A T I N G D W A R K A : A N ECO M O D E L Integrating Ecology
and
Infrastructe Together | 2020
The project involves revival of south west Dwarka, selected due to its under developed zones, urban villages, and dead spaces, in contrast to the northern area which is considerably urbanised. The focus of this intervention focused more on ecological development of Najafgargh drain, and intergrating the activities generated in the lives of citizens along with the other infrastructural development provided.
s e m v ii location
south West of dwarka, delhi
project type
urban DESIGN (Group project)
0 6 | R E J E V U N AT I N G D WA R K A
V I S I ON STATE M ENT Due to urbanization in Dwarka, Najafgarh drain is continued to be exploited as a dump yard, failing the area to utilize such a huge ecological factor. The vision of the design is to fabricate an self-sufficient ecosystem, where the infrastructure and ecology can both thrive in harmony to uplift the lifestyle of the citizens along with awarding the site with its individual identity which will contribute to reactivating the site. The site has lost its identity amongst the neighboring, rapidly urbanized sectors, but still withholds a large untapped potential, which can be harnessed, to not only improve the quality of the existing ecosystem but also improve the lifestyle and experience of the targeted population that dwells in or visits the site. The design will also make a conscious effort to established a synergy between, the ecology and the built along with the old and new infrastructure of the site. Issues identified on the site is as follows:
No weekly markets in Dhulsirus, small shops opened in corner plots. Lack of recreational areas and social gathering spaces. Lack of commercial activities.
Proposed IICC site
Lack of commercial infrastructure. Lack of education centres. Lack of garbage disposal services. Lack of parking areas and public toilets. Inadequate street lights.
ESS
Infra structure
Site is not covered by bus services adequately. Lack of pedestrian paths Lack of cycle tracks while the roads are used for cycle ways. Intersection designs are improper.
MOvement pattern
Polluted waterbodies due to sewage and garbage. Lack of any relationship between the citizens and the ecology. Depleting ecology due to rapid urbanization and exploitation.
Activities
Ecology
Dhulsiras Village
S t ru c t ural p la n
Ecology
Infrastructure
The design will attempt to redeem the drain from the rising pollution and depleting ecology, by fabricating a series of systems which will help to revive the drain, and attempt to retract the long cycle of exploitation that the drain has went through. The design will also help establish a direct relationship with the citizens, recentralizing the focus of the lifestyle back to the water, from where it has originated from.
Movement Network
07 wat e r f r o n t d e v e l o p m e n t To redeem the area surrounding the drain, a system of marshy land is created with treated sewage water, which will meet its end processes. It incorporates public recreational spaces connected by pedetrain trails and a skywalk. An artifical treated water loop is created in marsh lands to divert water. The area will be reunited with its habitat of flaura and fauna, reviving the zone.
ECO PA R K S This project will generate opportunity for residents to indulge in waste processing units which will allow them to hand in materials which is suitable for reuse or repair and help people learn about the journey of recycled materials through graphical illustrations/sculptures. etc. encouraging people to dispose off the waste at this site rather than disposing off into the drain, polluting it. The proximity with dhulsiras village and pherni road increases its area of influence for more people to indulge in the activity.
A gr o PA R K S Recent years has seen a decline in farm lands on the site, selling them to the government, which can carry out other projects on the new acquired land. The Agro Parks connect site’s agricultural periphery to the metropolitan core, while using the Najafgarh Drain as an axis for productive ecologies.
Agricultural regions will be connected through a series of park linked through cycling tracks which will create value for food and fertile lands. The fresh produce can be sold in the created farmers market nearby.
0 8 | R E J E V U N AT I N G D WA R K A C o mm e r c i al p la z a In South-West Dwarka, commercial zones that are proposed are not yet deveploped, while the present retail areas are insufficeint to cover whole of Dwarka. Since the area near IICC will be an uncomming major commercial zone, a Commercial Plaza is proposed in the commercial area proposed consisting of Retail, Entertainment Zone, Multiplex, and Office areas.
r e v i val o f D h ul s i ra s v i llag e The Dhulsiras village is still largely unaffected by proposed developments in other parts of Dwarka. The village is a hub for famous retail warehouses but lacks basic amenities like commercial shops, recreational spaces, healthcare facilities and schools.
The design intent is to rejuvenate the ponds and spaces around the temples of village and convert the streets to a mixed use commercial development. Surface parking for trucks is also provided to cater the warehouse traffic.
Edu c at i o n al i du . h u b The Educational hub will support Dwarka’s ever-growing demands institutions, by providing a place to learn. Industrial block that makes a conscious attempt to generate employment opportunities of small scale industries and vocational centers. A stretch of commercial retails will help invite the crowd in along with supporting the rest of the infrastructure. A hostel zone is given to help aid the problem of lack of student dorms in Dwarka.
09 ECO L O G I C A L r e s t o rat i o n
ECO L O G I C A L Fram e w o rk
M O V E M ENT PATTE R N
The marshy land created along with various ponds will restore the ecological habitat of the site adjecent to Najafgarh drain. The area will flourish with acquatic plants where wildlife will follow. In a matter of 10 years, the balance will be restored.
0 year
5 years Stablization
10 years
Public Spaces
Overlook
Existing Green areas
Path (Edge)
Infilteration Ponds
Skywalk (Across)
Sewage Treatment Wetlands
Marsh Loop
Framework includes public areas for ecological tourism generated in the site, interegrated with infilteration ponds which naturally finish the water treatement.
The public areas have skywalks and bird tower points to overlook. The marsh loop connect all the areas from sewage treatement to the reservoir.
After the ecological balance of the site is restored at the waterfront, flora and fauna will strive, creating their own ecosystem. While being in the vacinity of Agro parks and cycle tracks, the whole area will uplift ecological tourism.
1 0 | R E J E V U N AT I N G D WA R K A
Mixed use shops
Village ponds
Parks
Temples
Warehouses
p la n o f a c t i o n i n D h ul s i ra s v i llag e Improvement of streets of Dhulsiras Village is catered by adopting mixed use guidelines on the primary streets, while recreational zones are created along the ponds in form of parks. The deteriorated conditions of the ponds is also restored to create a pleasant environment for the villagers.
11
2
A A L AY HO U SE P R O J ECT A Small Contemporary Venture | 2019
sem vi
The project is a small house designed to cater the need of the clients consisting of 3 family members. The challange was to overcome a tight space with efficient planning. Natural elements were incorporated in the house in a context where green areas are disappearing.
location
shivaji mohalla, bela ganj, gaya, bihar
project type
Private residence
The client required a 2 bedroom apartment under 1040 sq ft, with a full kitchen and balconies. In a small plot they wanted to have functional spaces along with recreational spaces. The overall appeal of the project is modern.
concept PERCEPTION Of SPACE
Spaces can be made to appear lager than it is with the use of colours, heights, arrangement and layout which is useful in tighter spaces.
Bond with nature
Nature is a great healer . Green spaces creates a healthy environment and improve the indoor air quality. Balcony gardens act as a great recreational space especially when areas nearby the site lack green spaces. maximization of spaces
Having an effective furniture layout can also help in perceive a space larger . Clear and straight circulation can be achieved by clubbing furniture in parts in a space.
1 2 | A A L A Y HO U SE
P R O J ECT
1 3 | A A L A Y HO U SE
P R O J ECT
PLANNING STAGES LIVING ROOM
STAGE 1:
Staggered circulation and inefficient use of space
SOUTH ELEVATION
STAGE 2: Staggered circulation and
formation of negative space
MASTER BEDROOM
NORTH ELEVATION N
PLAN STAGE 1:
Staggered circulation and inefficient use of space
STAGE 2: Removal of dressing room to avoid tighter bedroom
EAST ELEVATION
PLANNING Living room forms a central connection to all other areas. Recreational area are provided in form of balconies connected to all the rooms and the living area
FT
1 4 | A A L A Y HO U SE
SECTION AT AA’
SECTION AT BB’
SECTION AT CC’
SECTION AT DD’
P R O J ECT
1 5 | A A L A Y HO U SE
INTERIORS
P R O J ECT
The interiors reflect the elements in the mood board which has a contemporary vibe with pastel shades of browns, grays , white and black.
CIRCULATION The circulation in the house is kept simple and straight . The central axis forms the basis of the major areas , passing through the living room from which it branches out to other areas
3
View towards the Living room Balcony Garden
2 1 AM
AGR
ION AT
DI
RCUL
CI
Views from Master Bedroom towards the Living room Balcony Garden
MN EX
IST
ING
COLU
YOUT LA
RECREATIONAL AREAS
Balcony gardens connect the living area, and the bedrooms. The addition of smaller green areas make area much more alive. Indoor areas dealing with recreation are provided a view towards these green areas.
Balcony Garden on the North side of the house
1 6 | A A L A Y HO U SE
P R O J ECT
Under Construction
17
3
c o v i s t ay Q uara n t i n e f a c i l i t y Finding
peace in solitude
| 2020
sem vi
The project is part of Kaarwan-Covid-19-National-Architecture-Design-Competition designed for areas near railway station (site was to be selected) to increase the ease of admission and accessibility in the facility. The design is proposed as a modular unit that can be dismantled when required.
location
railway stations
project type
healthcare facility
During this pandemic era, the spread of the virus has led to rise in quarantine facilities. The design addresses the need of the hour-a temporary structure providing these facilities so that it could be easily transported to any location, saved cost , and can be built within days.
site selection AVAILIBILITY OF SPACE Railway station often have large amount of vacant land for expansion of the railways. Hence facility can be enlarged and cater a large number of people.
CONNECTIVITY Connectivity through railways will help in easy transport of vital equipments/essentials required by the quarantine centres.
TRANSPORTATION Railways are used by many people as a mode of transport. People can be easily checked and quarantined accordingly, avoiding the travelling of the infected throughout the rest of the city.
1 8 | quara n t i n e d e s i g n f a c i l i t y
concept
e v o lu t i o n o f d e s i g n corridor restricted for patients
regulating circulation
corridor restricted for staff
Control on circulation by separating staff and patient circulation. This prevents the spread of virus
INDIVIDUAL LEVEL RECREATIONAL AREA
INDIVIDUAL LEVEL RECREATIONAL AREA
INDIVIDUAL LEVEL RECREATIONAL AREA
INTERACTION WITH SMALL GROUPS (MAINTAINING SOCIAL DISTANCING)
DIFFERENT LEVEL OF RECREATIONAL AREAS FOR IMPROVING MENTAL HEALTH
semi open recreation
semi open recreation
indoor recreation
PROVIDING CARE THROUGH HEALING ARCHITECTURE
open recreation
flow of spaces indoor recreation
Provision of semi open spaces for recreation from indoor recreation for both patients and staff
STAGE 3
Creation of buffer spaces in between patients to reduce the risk of infection amongst them
Distribution of recreational areas against a big courtyard keeping the buffer created in the previous stage
Lack of buffer spaces in between patients and rest of the areas.
Resulted in open ended corridors , big open area in the middle which is not required, circulation became unsorted
Recreational spaces irregularly distributed of undesirable form. Staff area got distributed and resulted in unaligned spaces.
BUBBLE DIAGRAM
COMMON RECREATIONAL FACILITIES WITH CAUTION
STAGE 2
Orientation of staff areas on north, patient’s area enclosing courtyards for recreational areas with different entries for patients and staff.
INTERACTION WITH SMALL GROUPS (MAINTAINING SOCIAL DISTANCING)
CONS
INTERACTION WITH SMALL GROUPS (MAINTAINING SOCIAL DISTANCING)
PROS
STAGE 1
1. Administration areas in the middle for easy access and directed in north to minimize heat gain as they are operating 24x7. 2. Isolation wards and dorms facing N-S. Services kept on east and west directions to avoid heating. 3. Nursing station near the wards and dorms to avoid unnecessary circulation. 4. Recreational areas enclosed for staff and open ones for patients.
1 9 | quara n t i n e d e s i g n f a c i l i t y
Measures taken to avoid cross contamination
• Circulation was segregated to prevent contamination between staff and patients • Division of the facility into three zones • Low risk, moderate and high risk zone • The recreational area was divided into three levels • Individual, semi public and public • Separate recreational area for each patient • Anteroom for maintaining proper air flow • Air lock lobby at ends of each corridor • Dirty utility at the end of each premise to prevent • Contamination from the dirty corridor
N M
section at aa
section at bb
section at cc
20|
quara n t i n e d e s i g n f a c i l i t y
n ur s i n g ward
i s o lat i o n ward
ELECTRICAL LAYOUT ELECTRICAL LAYOUT
LAYOUT AND CIRCULATION LAYOUT AND CIRCULATION
PLUMBING LAYOUT
WORKING DRAWINGS
EXPLODED VIEW
INTERIOR LAYOUT
PLUMBING LAYOUT
WORKING DRAWINGS
INTERIOR LAYOUT
EXPLODED VIEW
2 1 | quara n t i n e d e s i g n f a c i l i t y
d o rm s INTERIOR LAYOUT
ELECTRICAL LAYOUT
LAYOUT AND CIRCULATION
WORKING DRAWINGS
EXPLODED VIEW
22|
d e ta i l s
quara n t i n e d e s i g n f a c i l i t y
2 3 | quara n t i n e d e s i g n f a c i l i t y
Repetition of module
COST ANALYSIS
Per Sq... M cost for constriction = Rs. 14510 Total area of one isolation cell (Including Washroom) = 22 SQ M Maintenance Cost (Inclusive of water , electricity cost and sanitation) + Three meals a day for the patient @1% of the total cost) = Rs. 3000 Demolition cost for the structure – Rs. 15000 (LABOUR COST)
TOTAL COST = Rs. 14510 X 22 = Rs. 3, 20,000
TOTAL COST (Construction Maintenance + Demolition) = 340000
2 4 | quara n t i n e d e s i g n f a c i l i t y
25
4
C o n c o rd h o u s i n g A TOD I n t e g r a t e d T o w n s h i p | 2 0 2 0
sem v
The design addresses the issues of Cannaught, consisting of high end market showrooms and shops, where small businesses and informal stalls of small items such as handicrafts, small food stalls have not been provided a dedicated space, and are illegal. The intent of the design is to provide these groups a regulated space, and an oppurtunity to sustain alongside big establishments.
location
minto road, near connaught place, delhi
project type
residential apartment with tod
2 6 | c o n c o rd h o u s i n g
Street market have been an important part of Delhi as seen throughout history. Many markets have shaped the streets and the culture of the place. Street vending is a vital source of livelihood and employment opportunity for the low-skilled, lower-income class of the Indian urban population along with a space for smaller activities for entertainment, and smalls festivals within it. Through the design we want to revive this culture that lacks in Cannaught place.
Circulation Circulation of users is like water, having a natural flow, which is curvilinear rather than orthogonal turns. The depressions can allow localized activities to take place , giving them a space, but still making them feel the part of the whole site rather than becoming individualistic. Thus designing fluid spaces will prevent visual obstruction and provide free flow of the users. It will promote users to explore different points of the site unobstructed.
INFORMAL MARKETS (NOT LEGAL)
lack of INFORMAL MARKETS
khan market
The informal markets enhance the identity of the place, like a street square, where the users engage in the activity while the vendors are being promoted inviting people of various strata. Commercial spaces , will be occupied by shops of bigger brands while the semi open spaces will act like streets and open space will consists of various activities.
STAGE 1 Confusing pathways unregulated places
STAGE 2 for
users,
Unsegregated entry for residents courtyards are not linked
STAGE 4
STAGE 3 A big open space in the middle can be unsafe, unrelatable on human scale, summer sun unshaded
Scooping out fluid surfaces, connecting them on podium and dividing the into 3 towers with clear spaces between them
SQUARE VS HEXAGON UNITS
Both the forms were examined with a radius of 30M where Square arrangement gave the best results with more usable spaces with several iterations.
Activities in the central space can be viewed from the above housing, making it more interactive visually. The street becomes interactive all year round with different activities in the middle keeping them occupied. Both types of markets will attract people,while giving people of every income group to enjoy the space at the same time and giving a regulated and dedicated spaces to them.
STAGE 5 Dividing the bigger open space in two, giving provision for a smaller function to take place. The connectors form shaded spaces which can be used by vendors for their stalls, forming an inward looking street
STAGE 6 Making towers structurally feasible by reducing the cantilevers according to the earthquake loads while maintaining a variety of floor plans and different apartment layouts and giving choices to the users
2 7 | c o n c o rd h o u s i n g
connaught place connection to the site
Sun path diagram
gr o u n d f l o o r p la n M
2 8 | c o n c o rd h o u s i n g
e x p lo d e d v i ew The design elements include basement parking of 3 levels, double storey podium and 3 housing towers along with EWS housing units . Podium forms the grounds for the people living in apartments while the ground level is public.
p o d i um l e v e l p la n M
2 9 | c o n c o rd h o u s i n g
u n i t d e ta i l s
ITERATION 1 572 SQ M
ITERATION 2 577 SQ M
ITERATION 3 548 SQ M
ITERATION 4 600 SQ M
VIEW OF ITERATION 3
VIEW OF ITERATION 1
VIEW OF ITERATION 2
ITERATION 5 600 SQ M
VIEW OF ITERATION 5
VIEW OF ITERATION 4 M
3 0 | c o n c o rd h o u s i n g
b a s e m e n t w o rk i n g draw i n g s
lift pit detail
raft foundation detail
sump detail
SCALE-1:600
SCALE-1:100
3 1 | c o n c o rd h o u s i n g
SOUTH-EAST ELEVATION
SOUTH-WEST ELEVATION
SECTION AT AA’
SECTION AT BB’
SCALE-1:900
3 2 | c o n c o rd h o u s i n g
33
5
DPC FLOOR STONE TILES 600X600X8
TECHN I C A L D R AW I N G S
FILLING OF BROKEN BRICK BATS
115 BRICK WALL
W2
75MM THICK P.C.C LAID TO SLOPE
W2
R.C.C SLAB
A
D5
D5
WATERPROOFING
D6
A
D5
D5
SCALE-1:25
D5 D4 DETAIL AT B
D2
125 MM HIGH AND 18 MM THICK GRANITE SKIRTING
15 MM THICK MARBLE 20 MM THICK CEMENT MORTAR
FEMALE TOILET 4200X4320
LEGEND
15 MM THICK BLACK GRANITE
PCC
150 MM THICK BRICK BATS
20 MM THICK CEMENT MORTAR
DETAILS
175
D2
35 MM THICK DPC 230 MM THICK WALL
125 MM HIGH AND 18 MM THICK MARBLE SKIRTING
75
DISABLED TOILET 1800X1800
300 X 150 X 12 MM CERAMIC TILES AS PER SPECS.
20 MM THICK CEMENT PLASTER WITH SIKA - 1 WATER PROOFING COMPOUND CC FILLET - 75 X 75 MM
75 MM THICK PCC TO SLOPE 1 IN 100 CEILING LAID LIGHT
D1
WALL BRACKET LIGHT
RCC BEAM (A.P.S.)
MIRROR BACKLIGHT
6 MM THICK CEMENT PLASTER
EXHAUST FAN
MALE TOILET 5700X3300
JANITOR'S CLOSET 1500X1040
6MM CEMENT MORTAR 300X300X8 CERAMIC TILES
ONE WAY SWITCH
SCALE-1:50
RCC SLAB (A.P.S.)
16 A POWER POINT
SCALE-1:20 MIRROR(5MM)
SCALE-1:20 ALL DIMENSIONS ARE IN MM
PLYWOOD(10MM)
MIRROR BACKLIGHT
DPC
AMULYA GUPTA T. SIGN MIRROR BACKLIGHT 3A FILLING OF PLYWOOD(10MM) 35 BROKEN BRICK BATS 31-10-2019 MIRROR(5MM) FLOOR STONE TILES 600X600X8
TOILET ELECTRICAL LAYOUT 115 BRICK WALL
SHEET NO. 25MM CEMENT MORTAR 10MM THICK TILES 75MM THICK R.C.C SLAB FOR BASIN WITH 10MM GRANITE STONE OVER 20MM THICK CEMENT MORTAR
115 BRICK WALL 75MM THICK P.C.C LAID TO SLOPE
12MM CEMENT MORTAR
R.C.C SLAB
230 BRICK WALL
WATERPROOFING
10MM THICK TILES 25MM CEMENT MORTAR
DETAIL AT A
DETAIL AT B
SCALE-1:20
DETAIL AT B
DETAIL AT A
SCALE-1:50
DETAILS
SCALE-1:5 ALL DIMENSIONS ARE IN MM AMULYA GUPTA 3A 35 31-10-2019
T. SIGN
SHEET NO.
40 0 93 0
40 0 12 15
00
10
33 0
50 0
40 0
60 0
60 0
60 0
150 MM (RISER)
90 60
5
5
5
60 0
60 0
22 70
1000 MM HIGH RAILING
13 85
C'
60 0
C' 60 0 60 0
60 0
15 00 50
50
00
60 0
44 30
60 0
12 15
40 0
22 70
40 0
60 0
0
60 600
60 0
60 0
21 00
50
15
60 0 D' C
STEPS FOR MACHINE ROOM
60 0
A.P.S.
60 0 1350
15 00
36 00
60 0
D'
50
50 00
40 15 0 0
D'
36 00
50
60 0
5
C
00 D'
15
30
C
44
0
C'
D'
C
C'
C'
5
00
15 C'
0
150 5
60
150
00
36
00 15
150
0
60
100
150 MM RISER
60
5
5
60 90 0
0
40
1000
33
00 150
40
150
0
60
93
0
33
0
0
22 150 70 70 22 60
50
0
50
0 1 50 50 0
50
21
55
1
D' D'
5
15 68
10
5
5
10 25
8''
A109
12 MM THICK CEMENT PLASTER
9' 9
9'
PLAN AT LVL +13050 (THIRD FLOOR LVL) PLAN AT LVL +13050
9
100 X 65 X 6 MM M.S. STRIP (WELDED TO 50 MM DIA S.S. PIPE)
C'
SCALE : 1:25
W4
R.C.C. SLAB (A.P.S.) 6 MM THICK CEMENT PLASTER
C'
GROOVE (10 X 5 MM) 10 10 25 GROOVE (10 X 5 MM) 10
10
LVL +1740
45
150
55
45
5
C'
150 MM RISER
150
21
D'
00
40
0
1
5
8''
SCALE 25 1:100 25
1
100
0
150
5
50
0
1000
5
C' 0
0 60
60
1000 MM HIGH RAILING 60 60 0 0
0 15
00
60
15 3 00 60 0 60 0
00
36
60
0
15 0
A109
38
C'
LVL +17400 D7
DETAIL AT ' ' (AND RAILING DETAIL)
DETAIL AT 'A'
A109
5
SC - 1 TREAD = 300 NOSING (10 MM) WIDTH = 1500 GRANITE STONE AS S RISER = 150 SC - 1 20 MM THICK CEMEN NO. OF STEPS = 29R.C.C. SLAB (A.P.S.) TREAD = 300 WIDTH = 1500 6 MM THICK CEMENT LVL +17400 D7 RISER = 150 A109 NO. OF STEPS = 29
0
0
C
1000 MM HIGH RAILING
60
STEPS FOR MACHINE ROOM
4050
STEPS FOR MACHINE ROOM
C
D'
4050
5400
00
A.P.S.
1350
5400
150 MM (RISER)
A.P.S.
1350
21
00
0
66
21
15
60 0
36 00
C
50
100 100
150
55
45
C'
2700
150 MM RISER
450 2700
70
0
60
0
60
0
66
00
0
50
50
150 MM (RISER)
C'
C'
40
66 0
0
40
C'
D'
C
450
450
4050
4050
22
22
70
4050
AHU ROOM
0
4050
15
D'
00
10
C'
60 0
0
33
50
00
6
66 0
50
15
60RISER 150 MM
21 00
93 0
66 0
60 0
9 40 600 06 0 0 22 D' 701 38 5 60 0
00
15 00
3D' 6
15
D'
00
21
11 5
1800 50
C 0C 0
60
C
5
11 5
66 0
5
5
60 0
0
1800
66 0
50
50
0 60 60
0
60
0
60
60
0
450
0 60 0
60
50
6 MM THICK CEMENT PLASTER
40
150 MM RISER
D' 00
60 0
50
00
15
C'
5
5
5 0
60
00
15
50
50
0 1 50 50 0
60
15
15 00
C'
4050
60 0
60
0
22 70
60 0
5400
36
00
4050
15 00
4050
60 0
D'
1000 MM HIGH C RAILING
C'
15 3 00 60 0 60 0
00
36
0
15 0
21 00
4050
60 0
60 0
36 00
4050
36 00
60 0 15 00
15 00
D' C'
STEPS FOR MACHINE ROOM
1350 4050
D'
GRANITE STONE AS SPECI 20 MM THICK CEMENT MO BRICK STEPS
38
5
C'
R.C.C. SLAB (A.P.S.)
SCALE : 1:5
0
C
6 MM
12 MM THICK CEMENT PLASTER
40
D'
100 X 65 X 6 MM M.S. STRIP (WELDED TO 50 MM DIA S.S. PIPE)
DETAIL AT 'D'
AHU SHAFT
38
38
11
11
C'
PLAN AT LVL +17400 (TERRACE FLOOR LVL)
0
C
36 00
60 0
60 0 60 0
4050
60 0
60 0
60 0
4050
450
2700
60 0
4050
60 0
4050
4050
4050 4050
22 70
50
66 0
21 00
15 00 50
D'
4050
00
21
2700
5400
0
4050
1000 MM HIGH RAILING
GROOVE (10 X 5 MM) 10 10 259'
55 34
4050
10 25
0 15
1800
60 36 0 00 1 6 50 650 00 00 15 500 150 50 00 60 0 0 45 55 50 606 60 0 15 0 00 00 60 0
40
60 0 60 0
450
4050
36 00
4050
C
C'
22 70
0
66
450
4050
A.P.S.
4050
50
60
0
0
50
4050
450
4050
4050 4050
60 0
D'
60 0
1800
60 0 60 0
15 00
00
36
00
15
D'
C
00
15
60 0
4050
6300
4050
60
4050
60 0
450
450
4050
300 MM THICK 4050 BRICK FILLING
6300
450
300 MM THICK 4050 BRICK FILLING
60 0
4050
C'
4050
450
4050
10 25
70
0
4050
0
8''
300 MM TREAD
25
70
25
83
1800
00
C'
15
00
15
SCALE : 1:5
GRANITE STONE AS SPECIFIED LV LIFT AHU ROOM DETAIL ATSHAFT 'A' 108 20 MM THICK CEMENT MORTAR REFER TO SHEET NO. SCALE : 1:25 DN 107 LVL +13050 A - XXX FOR RAILING BRICK STEPS 106 50 MM DIA S.S. BALUSTER DETAILS LV SHAFT 105 108 (WELDED TO HANDRAIL) REFER TO SHEET NO. 104 107 109 A - XXX FOR RAILING UP 106 110 103 DETAILS W4 102 105 111 0 20 MM DIA S.S. PIPE A109 101 104 112 D3 109 66 B (WELDED TO 50 MM A109 UP 100 103 113 110 DIA S.S. PIPE) SCALE : 1:10 99 W4 102114 111 ELECTRICAL 0 A109 98 101 88 112 D3 66 SHAFT 97 A109 100 89 113 LVL +11250 96 99 90 114 ELECTRICAL 95 98 91 88 20 MM DIA S.S. PIPE SHAFT 97 92 94 89 300 MM TREAD (WELDED TO 50 MM 96 93LVL +11250 90 DIA S.S. PIPE) 95 91 92 94 DETAIL 'B' 12 MM 93 C LVL +10800 DETAIL 'C' THICK : 1:10 15 MM THICK CEMENT CEMENT PLASTER(EXTERNAL PLASTER 12 MM WALL) LVL 1+10800 THICK 50 15 MM THICK CEMENT BLACK CEMENT 0 GRANITE AS SPECIFIED PLASTER(EXTERNAL 20 MM THICK CEMENT MORTAR PLASTER WALL) 15 00 NOSING (10 MM) GROOVE IN PLASTER D3 A109 W4 100 X 100 X 10 MM S.S. CAP
9
DETAIL 'D'
NOSING (10 MM) GROOVE IN PLASTER 100 X 100 X 10 MM S.S. CAP
AHU SHAFT
DN
D3
10 25
SCALE : 1:10 GRANITE STONE AS SPECIFIED 20 MM THICK CEMENT MORTAR BRICK STEPS
DETAIL AT 'D'
55 34
LIFT
A109
10 25
DETAIL AT 'B' (AND RAILING DETAIL)
DETAIL 'C'
LIFT 20 MM DIA S.S. PIPE (WELDED TO 50 MM DIA S.S. PIPE)
0
STEPS FOR MACHINE ROOM
38
00
85
33
17
4050
00
0
23
15
4050
33
0
00
39
68
4050
0 23
00
5 11
15
50 110 48
50
5 11
5
LIFT
DETAIL 'B'
83
A.P.S.
6
5
11
5
38
38
25 MM DIA S.S. PIPE (WELDED TO 50 MM DIA S.S. PIPE)
00 15
4050
5 98
55 005 1 5 81
70
5 11
5 11
5
1350
85
34
0 40 00
25
5
38
SC - 1 10 MM NOSING TREAD = 300 WIDTH = 1500 = 150 SC - 1 NO. OF STEPS = 27 TREAD =(900 300MM HIGH) RAILING WIDTH TO = 1500 REFER SHEET NO. A - XXX RISER = 150 FOR RAILING DETAILS+13050 NO. OF STEPS =LVL 27 12 MMRISER DROP
9' MACHINE
PLAN AT LVL9 +9000 (SECOND FLOOR LVL) PLAN AT LVL +9000
9
00
9'
DIA S.S. PIPE)
00
4050
17
0 25
0 83
15
00
11
5
GROOVE (10 X 5 MM)
6 MM THICK CEMENT PLASTER
THROUGH THE ROOM
TO 50+900 MM PLAN (WELDED AT DIA LVL S.S. PIPE) 9 LVL) (GROUND FLOOR PLAN AT LVL +900 20 MMLVL) DIA S.S. PIPE (GROUND FLOOR 9' (WELDED TO 50 MM
33
8'' SECTION
00 15
70
15
4050
0 23
5 98
00 39
55
50
55 34
34
25
0 83
00
00
4050
12 MM THICK CEMENT 146 PLASTER 145
15
5
11
4050
DETAIL 'D'
0 40
0 83
15
0 83
38
00 15
0
40
00
4050
D3
A109
55 34
A109
33
5
D3
8''
15
4050
9
A109
00 15
DN
LIFT
00
450
00
15 W22
CUTOUT BELOW
50
20 MM THICK CEMENT MORTAR BRICK STEPS
0
W4
33
5
11
11
5
5
NOSING (10 MM) GRANITE STONE AS SPECIFIED 20 MM THICK CEMENT MORTAR R.C.C. SLAB (A.P.S.)
A109
SCALE : 1:25
00
70
70
25
5
38
38
100 MM THICK PCC RAMMED EARTH
DETAIL AT 'A'
33
0
55 34
55 34
2700
PLANMACHINE AT LVL ROOM +4950 (FIRST FLOOR LVL)
REFER TO SHEET NO. TRAP DOOR A - XXX FOR RAILING DETAILSSTONE AS SPECIFIED GRANITE
LVL +17400 D7 A109 DETAIL ATLIFT 'D'
50 MM DIA HOLLOW S.S. HANDRAIL
RCC BEAM (A.P.S.)
D7
A109
8''
6 MM THICK CEMENT PLASTER
15 MM THICK EXTERNAL CEMENT PLASTER 300 MM REFER TO SHEET NO.(TREAD) A - XXX FOR TERRACING DETAILS
0
5400
LVL +18600
0 5048 0 23
4050
PLAN AT LVL +13050 (THIRD FLOOR LVL)
W22
A109
00
SC - 1 TREAD = 300 WIDTH = 1500 RISER = 150 NO. OF STEPS = 29
0 38
5
4050
00 15
9'
5 98
8''
9'
15
70
00
38
38
1800
50
146 21 54 145 00 30 144 143 142 141 140 139 9 13
A109
0 25
25
15
55
70
LIFT LOBBY
11
5
D3
A109
SCALE 1:100
10 25
9'
PLAN AT LVL +9000 BLACK GRANITE AS SPECIFIED (SECOND FLOOR LVL) 20 MM THICK CEMENT MORTAR
NOSING (10 MM) GRANITE STONE AS SPECIFIED 20 MM THICK CEMENT MORTAR R.C.C. SLAB (A.P.S.)
DETAIL AT ' '
11
SECTION THROUGH THE STAIRCASE SECTION THROUGH THE STAIRCASE
D3
A109
6 MM THICK CEMENT PLASTER
12 MM THICK CEMENT PLASTER
GRANITE STONE AS SPECIFIED RCC SLAB (A.P.S.) DETAIL 'D' 20 MM THICK CEMENT MORTAR IRON CLAMP BEAM IN ELV LIFT BRICK STEPS
0
00
STAIRCASE CONNECTOR
0 83
34
5 11
25
0
12 MM THICK CEMENT PLASTER LIFT
83
33
100 MM THICK PCC RAMMED EARTH
10 25
GROOVE (10 X 5 MM) 10
SCALE : 1:5
5
DETAIL AT 'A'
PARAPET IN ELV
00
STAIRCASE CONNECTOR
0
60
RAILING (900 MM HIGH) REFER TO SHEET NO. A - XXX DETAIL AT 'C' FOR RAILING DETAILS SCALE : 1:10
12 MM DROP 9
TERRACE LOBBY SC - 1 3RD FLOOR T.O.S. FLOOR FINISH AS SPECIFIED D LVL MACHINE ROOM TREAD = 300 +13050 30 MM THICK CEMENT MORTAR WIDTH = 1500 SCALE : 1:5 AHU SHAFT RISER = 150 SC - 1 NO. OF STEPS = 27 LIFT TREAD = 300 AHU ROOM TRAP DOOR LVL +18600 WIDTH = 1500 AHU SHAFT 12 MM DROP DN RISER = 150 LVL +9000 NO. OF STEPS = 27 LV SHAFT LIFT D7 AHU ROOM 81 A109 REFER TO SHEET NO. DN 80 LVL +9000A - XXX FOR RAILING 79 SECTION THROUGH THE MACHINE DETAILS LV6SHAFT MM THICK TERRACE T.O.S. 78 81 ROOM REFER TO SHEET NO. CEMENT PLASTER LVL +17100 77 80 82 A - XXX FOR RAILING UP 79 83 76 DETAILS 75 84 78 D3 74 77 85 82 12 MM THICK A109 UP 73 76 86 83 CEMENT PLASTER 72 75 87 11584 ELECTRICAL R.C.C. SLAB (A.P.S.) D3 71 74 61 85 SHAFT A109 70 73 62 LIFT LOBBY 86 LVL +7200 69 72 63 87 ELECTRICAL 68 71 64 61 6 MM THICK CEMENT PLASTER SHAFT 70 65 67 62 12 MM THICK 300 MM TREAD 69 66LVL +7200 63 CEMENT PLASTER 68 64 65 67 12 MM 66 LVL +6750 'C' THICK D7 SCALE A109 CEMENT PLASTER 12 MM LVL 1+6750 3RD FLOOR T.O.S. FLOOR FINISH AS 5SPECIFIED THICK 00 MORTAR LVL +13050 30 MM THICK CEMENT CEMENT 12 MM DROP PLASTER 15 00 33
DETAIL
60
LV SHAFT
R.C.C. SLAB (A.P.S.)
RCC BEAM (A.P.S.)
PLAN AT LVL +13050 6 MM THICK (THIRD FLOOR LVL)CEMENT PLASTER
SCALE : 1:25
0
LVL -1350
12
DETAIL 'B'
LVL +18600
0 15
LVL -1350
12
15
0
115
00 15
900 MM HIGH RAILING
0
AHU ROOM
5
38
TERRACE T.O.S. LVL +17100
83
15
LIFT
CEMENT PLASTER REFER TO SHEET NO. A - XXX FOR TERRACING DETAILS
D7
A109
25
RAILING (900 MM HIGH) REFER 27TO SHEET NO. A - XXX FOR RAILING DETAILS 6 MM THICK CEMENT PLASTER
AHU SHAFT
11
GROOVE (10DETAIL X 5 MM) 'C' 10
10 25
DETAIL AT ' '
6 MM THICK CEMENT PLASTER
83
5
5
39
00
11
11
10 25
PARAPET STONE AS SPECIFIED 20 MM THICK CEMENT MORTAR 450 MM HIGH PARAPET WALL (230 MM THICK)
39 LVL +2700
15
00
PLAN AT LVL +9000 MM DROP (SECOND FLOOR12 LVL) TERRACE T.O.S. LVL +17100
42
10 25
8''
8'' PLAN AT LVL -3150 (BASEMENT LVL) PLAN AT LVL FLOOR -3150
LIFT
00 33
0 83
0 83
33
DETAIL 'B'
10 25
SECTION THROUGH42 THE MACHINE LVL +2700 ROOM
900 MM HIGH RAILING
FLOOR FINISH AS SPECIFIED 35 MM THICK BASEMENT T.O.S. 20 MM THICK TRIMEX FLOORING VL -3150150 MM THICK PCC FLOOR FINISHCEMENT MORTAR 5 MM THICK LAID TO SLOPE AS SPECIFIED 1 IN 150 20 MM THICK RIMEX FLOORING MM THICK PCC SAND FILL CEMENT MORTAR 0 LAID TO SLOPE RCC 1 INRAFT 150SLAB (A.P.S.) 25 MM THICK CEMENT SAND FILL MORTAR MIXED WITH 12 MM DROP FT SLAB (A.P.S.) SIKA - 1 WATER THICKPROOFING CEMENT COMPOUND R MIXED WITH 1 WATER NG COMPOUND
9 A109
30 MM THICK CEMENT MORTAR
LIFT
6 MM THICK
LVL CEMENT +2700 PLASTER
PLAN AT LVL -3150 D3 8'' 9' A109 W4 RCC SLAB (A.P.S.) (BASEMENT FLOOR LVL) A109 IRON CLAMP BEAM IN ELV PLAN AT LVL SECTION THROUGH THE-3150 TERRACE LOBBY MACHINE ROOM (BASEMENT FLOOR LVL) STAIRCASE 300 MM TREAD 8'' 9' SCALE 1:100 TRAP DOOR
D7
6 MM THICK CEMENT PLASTER
00 33
BASEMENT PARKING
9'
00
BEAM IN ELV
8'' LVL +6750
66
6 MM THICK CEMENT FLOOR FINISH AS SPECIFIEDPLASTER
BEAM IN ELV
BASEMENT PARKING
66
69
12 MM THICK CEMENT PLASTER
BEAM IN ELV
FLOOR FINISH AS SPECIFIED G.F. T.O.S. LVL +900 20 MM THICK FLOOR FINISHCEMENT MORTAR LVL +18600 12 MM DROP AS SPECIFIED G.F. T.O.S. LVL +900 20 MM THICK CEMENT MORTAR 27
MACHINE
33
900 MM HIGH RAILING
LVL +6750
LIFT LOBBY
CORRIDOR 15 MM THICK EXTERNAL
BASEMENT T.O.S. LVL -3150
00
69
BEAM IN ELV CEMENT PLASTER 900 MM HIGH REFER TO SHEET NO. A - XXX RAILING CORRIDOR FOR TERRACING DETAILS RCC SLAB (A.P.S.) RCC BEAM (A.P.S.) 900 MM HIGH BEAM IN ELV RAILING
TER
5
D3
12 MM THICKA109 CEMENT PLASTER 115
FLOOR FINISH AS SPECIFIED 20 MM THICK 3RD FLOOR T.O.S. LVL +13050 FLOOR FINISHCEMENT MORTAR 54 AS SPECIFIED 20 MM THICK CEMENT MORTAR 54
6 MM THICK CEMENT PLASTER
11
5
6 MM THICK CEMENT PLASTER
900 MM HIGH RAILING
PARAPET IN ELV
12 MM THICK CEMENT 12PLASTER MM DROP
38
BEAM IN ELV
BEAM IN ELV
1ST FLOOR T.O.S. LVL +4950
25
00
5
00
CORRIDOR
1ST FLOOR T.O.S. LVL +4950
LVL +18600
15
D7 6 MM THICK A109 CEMENT PLASTER
LVL +17100
CORRIDOR
LVL +6750
TRAP DOOR
11
100 MM THICK PCC RAMMED EARTH
15
00
6 MM THICK CEMENT PLASTER
00
0
33
MACHINE ROOM
DETAIL 'A'
FLOOR FINISH AS SPECIFIED 20 MM THICK FLOOR FINISHCEMENT MORTAR 81 AS SPECIFIED 20 MM THICK CEMENT MORTAR 81 TERRACE T.O.S.
2ND FLOOR T.O.S. LVL +9000
2ND FLOOR T.O.S. LVL +9000
83
A - XXX FOR RAILING 79 DETAILS 78 6 MM THICK 77 82 CEMENT UP PLASTER 76 83 75 84 74 85 73 86 PARAPET STONE AS SPECIFIED 72 87 20 MM THICK CEMENT MORTAR CORRIDOR PARAPET IN ELV 71 61 450 MM HIGH PARAPET WALL (230 MM THICK) BEAM IN ELVTERRACE T.O.S. 96 LVL +17100 70 62 900 MM HIGH LVL +10800 LVL +7200 69 63 RAILING CORRIDOR 68 64 93 65 67 96 RCC SLAB (A.P.S.) 900 MM HIGH LVL66 +10800 DETAIL 'A' IRON CLAMP RAILING BEAM IN ELV 93 TERRACE LOBBY
25
SECTION THROUGH THE 81THICK REFER TO SHEET NO. 6 MM STAIRCASE 80PLASTER CEMENT
42
0 83
120 DN
100 MM THICK PCC RAMMED EARTH
LIFT
RAILING
8''
15 MM PLASTER 21 54 WALL) 137 30 0 144 0 136 0 7 A109 LIFT 135 143 22 134 ELECTRICAL LVL +17400 142 AHU SHAFT 133 SHAFT 141 132 SC - 1 70 27 131SC - 1 2 140 TREAD =STUB 109 W22 LIFT 30 ROOM 130 2 25 AHU TREAD = 300 A109 110 139 WIDTH = 15 WIDTH = 1500 AHU SHAFT 70 129 DN 111 AHU SHAFT RISER = 150 LVL +18600 RISER = 150 138 112 00 NO. 128 OF STEPS = 27 6 NO. OF STEP 127 LIFT 113 LV SHAFT 3 LIFT LIFT AHU ROOM 2 AHU ROOM TREAD = LIFT 27 126 AHU SHAFT 114 57 00 DN DN 12 MM WIDTH = LVL +10800 LVL REFER 125 +9000 TO SHEET NO. 115 LVL +13050 DN 26 0 15 MACHINE ROOM THICK LVL +900 A - XXX LVL RISER +495= 15 MM THICK CEMENT 124 116 LV SHAFT 00FOR RAILING 25 CEMENT LVL +15300 81 108 6 R.C.C. SLAB PLASTER(EXTERNAL 123 117 NO. OF(A REFER TO SHEET NO.W22 REFERDETAILS TO PLASTER SHEET NO. LV SHAFT 3 107 24 WALL) 27 8079 AHU SHAFT A118 - XXX FOR122 RAILING A - XXX FOR RAILING SC 1 A109 0 15 106 REFER TO SHEET NO. REFER TO S 5 23 28 119 121 SC - 1 26 78 33 DETAILS DETAILS 00 105 TREAD = 300 120 A - XXX FOR 00 UP 25 77 22 29 TREAD = 300 A - XXX FOR RAILING 104 82 WIDTH = 1500 109 6 MM103 THICK CEMENT PL DETAILS DETAILS UP UP WIDTH = 1500 21 83 AHU SHAFT 24 7630 110 RISER = 150 AHU SHAFT RISER = 150 0 102 7531 D3 84 300 MM TREAD 111 20 15 5 NO. OF STEPS = 27 23 28 TRAP DOOR D3 A109 0 LVL -1350 NO. OF STEPS = 27 101 85 SC - 174 112 LVL +14850 CUTOUT 0 A109 UP LIFT 19 32 22 29 AHU ROOM 100 86TREAD = 73 113 AHU ROOM 300 21 12 D3 BELOW 18 33 99 72 87 21 30 114 D A109 WIDTH = 1500 ELECTRICAL DETAIL 'B' ELECTRICAL W4 DN LV SHAFT 98 61 LVL +9000 LVL +13050 88 D3 7 17 A109 31 DETAIL RISER = 20 1507170 SHAFT SHAFT 97 A109 0 62 'C' 89 8 16 0 LV SHAFT 1 19 = 69 32 NO. OF 29 LVL +7200 96 90 63 STEPS LV SHAFT 81 108 LVL -900 2 9 15 95 1868 REFER TO SHEET NO.91 REFER TO SHEET NO. 33 64 10 80 9' ELECTRICAL 14 65 67 D7 10 7 A - XXX FOR RAILING 92 94 17 A - XXX FOR8''RAILING LVL +17400 79 1 A109 66 93 SHAFT 11 13
0 83
123 CONNECTOR LVL +14850
5
LVL +9000
LVL +14850
70
FLOOR FINISH 3RD FLOOR T.O.S. AS SPECIFIED LVL +13050 20 MM THICK FLOOR FINISHCEMENT MORTAR 108 3RD FLOOR T.O.S. AS SPECIFIED LVL +13050 20 MM THICK CEMENT MORTAR 108 15 LVL -1350 BEAM IN ELV
123
MM 900 DROP MM HIGH
A109
D3
PLAN AT LVL +9000 (SECOND FLOOR LVL)
108 107 106 105 104 109 UP 103 110 RAILING (900 MM HIGH) 102 111 REFER TO SHEET NO. A - XXX 60 101 112 42 SC - 1 6 FOR RAILING DETAILS LVL +2700 113 100 TREAD = 300 99 114 39 98 WIDTH = 1500 88 97 89 RISER = 150 SC -96 1 LVL +11250 90 OF STEPS = -NO. 1 95 = SC 300 91 TREAD TREAD = 300 94 92 WIDTH = WIDTH 1500= 1500 93 RISER = 150 LVL RISER = 150+900 NO. OF = STEPS NO. OF STEPS 27 = 27 REFER TO SHEET NO. A - XXX FOR RAILING DETAILS
W4
A109
3 4 | t e c h n i c al draw i n g s (BASEMENT FLOOR LVL)
DN
W4
LIFT 39 SC - 1 115 TREAD = WIDTH =151500 SC - 1 LIFT LOBBY 00 RISER = 150 BEAM IN ELV TREAD = 300 LIFT NO. OF STEPS = 27 WIDTH = 1500 00 5 LVL -3150 FLOOR FINISH AHU SHAFT RISER = 150 1 BASEMENT PARKING MM THICK 6 MM THICK AS12 SPECIFIED G.F. T.O.S. 900 MM HIGH NO. OF STEPS = 27 D2 CEMENT PLASTER D3 0 LIFT CEMENT PLASTER RAILING LVL +900 20 MM THICK LIFT A109 AHU ROOM A109 0 5 LVL -3150 REFER 27 TO SHEET 1NO. CEMENT MORTAR DN D A - XXX FOR RAILING LVL +13050 D7 D2 DETAILS LV SHAFT A109 A109 BASEMENT T.O.S. 108 REFER TO SHEET NO. 8''LVL -3150 9'FLOOR FINISH REFER 1 TO SHEET NO. LV SHAFT 107 AFLOOR - XXX FINISH FOR RAILING 17 UPTHICK 2 RAILING A - XXX FOR 3RD FLOOR T.O.S. AS SPECIFIED AS SPECIFIED 35 MM 106 33 8 DETAILS 16 DETAILS 8 DETAILS 20 MM THICK LVL +13050 TRIMEX FLOORING 30 MM THICK CEMENT MORTAR 3 DETAILS 78 9 12 MM 12 5MM DROP GROOVE (10 X 5 MM) 9 00 12LVL -900 BEAM IN ELV 150 MM THICK PCC CEMENT MORTAR 1050 9 15 4 77 82 1 LAID TO SLOPE THICK 109 10 10 10 10 DN 104 8'' 9'MM THICK 109 12 MM 14 10 15UP CEME UP LVL +6750 LVL +10800 5 25 25 25 1 UP 76 83 1 IN 150 2 CEMENT 110 UP THICK 103 78 BASEMENT PARKING PLAN AT LVL +13050 3 PLAN AT LVL +17400 PLASTER (EXTERNAL PLAN AT LVL6+9000 110 11 13 SAND FILL 75 84 CEMENT 3 PLASTER 111 W4 30 102 155 12 MM 111 ELECTRICAL SHAFT 12 NOSING (10 MM) WALL) (THIRD FLOOR LVL) (TERRACE FLOOR LVL) (SECOND FLOOR LVL) D3 9004 MM HIGH 137 0 A109 LVL PLASTER -1350 LVL -1350 74 85 0 RCC RAFT SLAB (A.P.S.) D3 112 6 101 A109 GRANITE STONE AS SPECIFIED THICK 112 15 D3 6 RAILING 136 A109 73 150 86 25 MM THICK CEMENT 5 1 A109 20 MM THICK CEMENT00MORTAR CEMENT 0 113 12100 MORTAR MIXED WITH 6 135 72 87 R.C.C. SLAB (A.P.S.) 99 50 MM DIA HOLLOW S.S. HANDRAIL PLASTER 114 SIKA - 1 WATER ELECTRICAL 12 MM DETAIL AT ' A ' ELECTRICAL SHAFT 134 71 61 ELECTRICAL ELECTRICAL LVL -1350 LVL +17400 100 MM THICK PCC STAIRCASE PROOFING COMPOUND 98 88 6 MM THICK CEMENT PLASTER SCALE : 1:25 THICK SHAFT 133 RAMMED EARTH 70 SHAFT SHAFT 62 CONNECTOR 97 89 CEMENT25 MM DIA S.S. PIPE 132 LVL +7200 69 D3 15 MM THICK EXTERNAL 63 LVL +11250 SECTION THROUGH THE MACHINE TO 50 MM 96 BASEMENT T.O.S. 90 50 STUB COLUMNS A109 PLASTER(WELDED CEMENT PLASTER D3 131 68 109 64 DIA S.S. PIPE) 300 MM (TREAD) A109 95 LVLTO-3150 91 REFER SHEET NO. A - XXX ROOM FLOOR FINISH 130 GROOVE (10 X 5 MM) 110 65 67 GRANITE STONE AS SPECIFIED FOR TERRACING DETAILS 92 94 DETAIL 'D' AS SPECIFIED 129 35 MM THICK 111 66 20 MM THICK CEMENT MORTAR 93 RCC BEAM (A.P.S.) SECTION THROUGH THE 50 20 MM THICK 128 TRIMEX FLOORING 112 BRICK STEPS D39' 8'' STAIRCASE 12 MM THICK CEMENT 20 MM DIA S.S. PIPE 150 MM THICK PCC 8'' CEMENT MORTAR 10 MM NOSING 127 0 A109 113 (WELDED TO 50 MM DETAIL AT 'D' LAID TO SLOPE 126 114 12 MM PLASTER DIA S.S. PIPE) SCALE : 1:5 12 MM LVL +6750 9 1 IN 150 LVL +10800 125 GROOVE (10 X 5 MM) 115 15 THICK D3 THICK SAND FILL 10 124 10 10 10 00 15 MM THICK CEMENT 116 A109 CEMENT RAILING (900 MM HIGH) 12 MM THICK CEMENT 25 25 25 +15300 CEMENT LVL PLASTER(EXTERNAL 123 REFER TO SHEET NO. A - XXX 117 PLAN AT LVL PLAN AT LVL +9000 PLASTER PLASTER PLASTER RCC RAFT SLAB (A.P.S.) FOR RAILING DETAILS WALL) 122 118 1 GRANITE STONE AS SPECIFIED 15 (THIRD FLOO (SECOND FLOOR LVL) 15 50 25 MM THICK CEMENT 00 119 121 20 MM THICK CEMENT MORTAR 33 0 0 MORTAR MIXED WITH 0 8''STEPS 9' BRICK 120 0 50 MM DIA 0S.S. BALUSTER PARAPET STONE AS SPECIFIED SIKA - 1 WATER (WELDED TO HANDRAIL) 20 MM THICK CEMENT MORTAR 100 MM THICK PCC STAIRCASE PROOFING COMPOUND PARAPET IN ELV TERRACE T.O.S. PARAPET WALL (230 MM THICK) 9' RAMMED EARTH CONNECTOR 450 MM HIGH8'' 9 LVL +17100 8'' 9' 15 MM THICK EXTERNAL 20 MM DIA S.S. PIPE LVL +14850 D3
LIFT
120 STAIRCASE
A109 12
38
25 MM THICK CEMENT MORTAR MIXED WITH SIKA - 1 WATER PROOFING COMPOUND
CORRIDOR
25
THICK NT PLASTER
900 SC - 1MM HIGH RAILING TREAD = 300 WIDTH = 1500 RISER = 150 900 MM HIGH NO. OF STEPS = 27 RAILING
TERRACE T.O.S. LVL +17100
D3
LVL +18600 GRANITE
72 ELECTRICAL 71 SHAFT 70 LVL +7200 69 63 68 64 6 MM THICK 65 67 CEMENT PLASTER FLOOR FINISH SC66 -1 AS SPECIFIED G.F. T.O.S. 900 MM HIGH TREADLVL =+900 300 20 MM THICK RAILING CEMENT MORTAR WIDTH = 1500 12 MM 27 12 MM THICK LVL +6750 RISER = 150 THICKPLASTER CEMENT NO. OF STEPS = 27 CEMENT 300 PLASTER
55
CORRIDOR
P.O.P.
A109 BEAM IN ELV 62
34
BEAM IN ELV RCC RAFT SLAB (A.P.S.)
61
TRAP DOOR
5 11
0
87
D7
70
12
CORRIDOR
LVL +13050
RCC BEAM (A.P.S.)
5 11
CORRIDOR
LVL -1350
25
LVL +2700
39
FLOOR FINISH AS SPECIFIED 20 MM THICK CEMENT MORTAR
35 MM THICK TRIMEX FLOORING 150 MM THICK PCC BEAM IN ELV LAID TO SLOPE 1 IN 150 SAND FILL
15
900 MM HIGH RAILING
P.P.
O04
TREAD = 300
CEMENT PLASTER
P.P. O04 6 MM THICK MACHINE ROOM P.O.P.PLASTER GRANITE CEMENT BEAM IN ELV
20 MM THICK OF GLAZING 82 CURTAIN77 CEMENT MORTAR UP 76 54 REFER TO SHEET83NO. 75 84 A - XXX FOR DETAILS 74 85 OF CURTAIN GLAZING 86 73
00
BASEMENT T.O.S. LVL -3150
137
PARAPET IN ELV
FLOOR FINISH8180 REFER TO SHEET NO. TERRACE LOBBY REFER TO SHEET NO. A - XXX FORAS RAILING SPECIFIED 79 A - XXX FOR DETAILS DETAILS 78
1ST FLOOR T.O.S. LVL +4950
+6750 2LVL 50
0 THICK EXTERNAL 15 MM WIDTH = 1500 CEMENT PLASTER RISER = 150 REFER TO SHEET NO.NO. A -OF XXXSTEPS = 27 6 MM THICK FOR TERRACING DETAILS
66
FLOOR FINISH 25 AHU ROOM AS SPECIFIED 0 20 MM THICK RCC SLAB (A.P.S.)0 CEMENT MORTAR 54 IRON CLAMP LV SHAFT BEAM IN ELV
1ST FLOORLIFT T.O.S. LVL +4950
15
137
PARAPET IN ELV
PARAPET IN ELV69 AHU SHAFT
DN
00 33
42
2400
2400
TERRACE T.O.S. LVL +17100
BEAM IN ELV SC - 1 TREAD = 300 BASEMENT PARKING WIDTH = 1500 RISER = 150
LVL +9000
PLAN LVL AT+6750 LVL +900 66 (GROUND FLOOR LVL) SC - 1 69
900 MM HIGH RAILING
D2
A109
RAILING
0 83
SC - 1 TREAD = 300 WIDTH = 1500 RISER = 150
150 MM THICK CONCRETE LINTEL
TERRACE T.O.S. LVL +17100
CEMENT PLASTER
27
LIFT
20 MM THICK CEMENT MORTAR MM HIGH 450 MM HIGH PARAPET WALL (230900 MM THICK)
SC - 1 TREAD = 300 WIDTH = 1500 RISER = 150 NO. OF STEPS = 27
LVL +17100
RCC6 SLAB (A.P.S.) MM THICK
20 MM THICK CEMENT MORTAR
CORRIDOR
CORRIDOR PARAPET STONE AS SPECIFIED
00
9
9
A109
D3
A109
D3
A109
0 40
G.F. T.O.S.
PLAN AT LVL -3150 (BASEMENT FLOORTERRACE LVL)T.O.S.
9'
D2
15
55
6 MM THICK FLOOR FINISH CEMENT PLASTER AS SPECIFIED
BEAM IN ELV
8''
BEAM IN ELV
00
9'
34
12 MM THICK CEMENT PLASTER
LVL +900 12 MM THICK150 MM THICK CONCRETE LINTEL CEMENT PLASTER
THICK NT PLASTER
RAILING
6 MM THICK CEMENT PLASTER
9'
8''
6 MM THICK CEMENT PLASTER
55
LVL +6750
66
15 MM THICK EXTERNAL8'' CEMENT PLASTER 42 REFER TO SHEET NO.LVLA+2700 - XXX 39 TERRACING DETAILS 15 MM THICKFOR EXTERNAL CEMENT PLASTER RCC SLAB (A.P.S.) REFER TO SHEET NO. A - XXX FOR TERRACING DETAILS
FLOOR FINISH 6 MM THICK AS SPECIFIED CEMENT PLASTER 20 MM THICK CEMENT MORTAR 81
34
69
12
LVL +9000
81
15
A - XXX FOR RAILING DETAILS
12 MM THICK CEMENT
PLASTER 12 MM THICK CEMENT PLASTER
50
MUMTY T.O.S. LVL +21150
OM
00
50
A109
0 23
PARAPET STONE AS SPECIFIED PARAPET IN ELV 20 MM THICK CEMENT MORTAR 450 MM HIGH PARAPET WALL (230 MM THICK) BEAM IN ELV PARAPET STONE AS SPECIFIED PARAPET IN ELV CORRIDOR 20 MM THICK CEMENT MORTAR 450 MM HIGH PARAPET WALL (230 MM THICK) 900 MM HIGH
MUMTY T.O.S. LVL +21150
N CLAMP
15
6 MM THICK CEMENT PLASTER 54
SECTION THROUGH THE 2ND FLOOR T.O.S. STAIRCASE
D3
93
D3
A109
5 5 11 11
1ST FLOOR T.O.S. LVL +4950
M THICK NT PLASTER
5 11
FLOOR FINISH AS SPECIFIED 20 MM THICK CEMENT MORTAR
RAILING
DETAIL 'A'
0
DETAIL 'A' 12 MM THICK CEMENT PLASTER FLOOR FINISH AS SPECIFIED 2ND FLOOR T.O.S. LVL +9000 20 MM THICK CEMENT MORTAR
33
00
3 5 | t e c h n i c al draw i n g s C
BRICK WALL (230 THICK) DASH FASTNER (DIA 10, L=200)
DETAIL E
C'
ANCHOR CLAMP SYSTEM (REFER SHEET 4)
SCALE-1:10 2
PLAN OF STONE CLADDING (SIDE ELEVATION)
BRICK WALL (230 THICK)
SANDSTONE (30 MM THICK) WITH ROUGH FINISH
C STUD (C.S.-40X40X4) BRICK WALL (230 THICK)
ANCHOR CLAMP SYSTEM
DASH FASTNER (DIA 10, L=150) ANCHOR CLAMP SYSTEM (REFER SHEET 4)
DASH FASTNER (DIA 10, L=150)
C STUD (C.S.-40X40X4) SANDSTONE (30 MM THICK) WITH ROUGH FINISH
L CHANNEL (C.S.-90X20X3)
WINDOW (1200X1200)
SANDSTONE CLADDING (600X600X30) WITH ROUGH FINISH
B'
B
DETAIL F
10 SCALE-1:5
DETAIL AT E
SANDSTONE (30 MM THICK) WITH ROUGH FINISH
WINDOW SILL (1200X300)
PARTIAL ELEVATION OF STONE CLADDING
WINDOW (1200X1200)
2 SCALE-1:10
SECTION AT CC' SANDSTONE (30 MM THICK)
CEMENT GROUTING
SCALE-1:20 5
CEMENT MORTAR (15 MM THICK) SANDSTONE ( 1200X300X30)
DETAIL G
WITH ROUGH FINISH ANCHOR CLAMP SYSTEM (REFER SHEET 4) DASH FASTNER (DIA 10, L=150)
BRICK WALL (230 THICK) BRICK WALL (230 THICK)
ANCHOR CLAMP SYSTEM
WINDOW (1200X1200) WINDOW SILL (1200X300)
SCALE-1:50
SANDSTONE (30 MM THICK)
DETAIL AT F
SCALE-1:5 10
DETAIL AT G
SCALE-1:5 10
WITH ROUGH FINISH
PLAN AT BB' (WINDOW) AMULYA GUPTA
T. SIGN
SHEET NO.
3 6 | t e c h n i c al draw i n g s BRICK WALL (230 THICK) C STUD (C.S.-40X40X4)
DIA 5
SANDSTONE CLADDING (600X600X30)
L ANCHOR (C.S.-80X50X50X3)
TAP PIN FOR ADJUSTABLE ARM (FLANGE TYPE) ADJUSTABLE SUPPOTER Z ANCHOR (STAINLESS STEEL)
WITH ROUGH FINISH ANCHOR CLAMP SYSTEM
SKIRTING STONE (W=400, T=30) WITH CEMENT MORTAR
C STUD (C.S.-40X40X4)
0
40
SCALE-1:12
ANCHOR CLAMP SYSTEM
ADJUSTABLE ARM (STAINLESS STEEL)
G.L.
SCALE-1:10
ANCHOR CLAMP USED
DETAIL AT PLINTH
SANDSTONE CLADDING (600X600X30)
SANDSTONE CLADDING (600X600X30) WITH ROUGH FINISH
WITH ROUGH FINISH
ANCHOR CLAMP SYSTEM DASH FASTNER (DIA 10, L=150) BRICK WALL (230 THICK)
SEAL BETWEEN STONE AND ACP PANEL
ACP PANEL (3600X800)
ACP PANEL SUPPORTING FRAME
DETAIL AT H STONE AND ACP JUNCTION)
SCALE-1:10
SCALE-1:20
37
6
m i s c e lla n e o u s Model Making
and artworks
Experimenting with glulam timber in roof structures. Understanding steel construction details. Experimenting with shading techniques.
Experimenting with fabrication and laser cutting of parametric strcutres.
Experimenting with truss structures.
Understanding tensile structures, Munich Olympic stadium.
3 8 | m i s c e lla n e o u s
Exploring Escher patterns.
Gol Gumbaz in water colour.
A Calligraphy composition.
A process of discovering light and shadow with midtones by papercutting.
Breaking symmetry and discovering patterns.
A flow of emotions with a thoughtful appendage.
p o r t f o l i o
2021
am u lya g u p ta