architecture
PORTFOLIO
S e l e c t e d Wo r k s 2 0 1 8 - 2 0 2 2
“Architecture should speak of its time and place, but yearn for timelessness.” – Frank Gehry
SHIVANGI SINGH B.ARCH. UNDERGRADUATE 4TH YEAR
I’m a B.arch. undergraduate student from Sushant School of Art and Architecture. This journey has made me learn that spaces are not just about appeasing the eyes but creating nuanced and empirical structures which carry the element of warmth and sustainability in them, keeping in mind the era of globalization that we are in. I feel that ‘observation’ is an integral part of architectural learning, besides gaining conceptual knowledge.
Varanasi, Uttar Pradesh, India
instagram.com/arche-
+91 6388061742
linkedin.com/in/shivangiiisinghh
ar.shivangisingh07@gmail.com
behance.net/shivangis-
Sushant School of Art and Architecture, Sushant University 4th Year, 2018-2023
Sunbeam School, Varuna, Varanasi Class 12th, 2018
ACADEMICS
St. Joseph’s Convent School, Varanasi Class 10th, 2016
STRENGTHS Critical Thinking Site and Data Analysis Hand Drafting Diagramming
Virtual Reality in Architecture Fall of 2021 Model Making Trezi Team Work Digital Course, Sesmic Design Summer of 2021 IIT Kanpur
EXPERIENCE
J.M. Creations, Ludhiana Fall of 2021
TECHN SKI
Digital Course, Rhino + Keyshot Fall of 2020 Design Meditation
Studio LineDesign, New Delhi Summer of 2021
Design Centre, Varanasi Fall of 2020
CURRIC VIT
Nano House Summer of 2022 Volume Zero
Best Design Competiton (Commercial) Winter of 2020 Dezeen
EXTRA CURICULLAR
NASA Fashion Trophy Participation 20
40
NICAL ILLS
CULUM TAE
60
LANGUAGE
80 100
Hindi Academic Proficiency
Digital Course, 3ds Max, + VRAY English Fall of 2020 Academic Proficiency ArchiCult, NIT Tirchy
REFERENCES Digital Course, Graphics + Animations Fall of 2020 ArchiCult, NIT Tirchy
Prof. Col. Viren Malik
Dean, Sushant School of Art and Architecture +91 9999683982
Ar. Shiv Marwaha Digital Course, Grasshopper Summer of 2020 Abhishek Bij (Design Plus)
Principal Architect, Shiv Marwaha Associates +91 9818380018
Ar. Vibhuti Sachdeva
Former dean, Sushant school of art and Architecture +91 9818696108
Ar. Amit Gupta
Principal Architect, AKASA +91 9958701177
Ar. Gaurav Varmani
Principal Architect, Studio LineDesign, Delhi +91 9811140987
[01.00] ad_the estuary
A_deg > ad_the estuary
a transit hub
6
Apart from parks and beaches, Pondicherry is known for its heritage buildings with only French architecture and some buildings with a blend of both French and Tamil architecture. The pictures on the other hand, Bhutan which is an architectural marvel in itself has buildings that of the Tibetan Buddhist style. Chennai which has seen the origins of the British empire, the city is well known for Dravidian architecture.
2018/2021 SSAA v[01] Building Construction (On going)
Hartola, Himachal Pradesh Design Projects
Gurgaon, Haryana OCIS ’ 19
Pondicherry, Tamil Nadu Dissertation ’ 21 Varanasi, Uttar Pradesh OCIS ’ 19 Chennai, Tamil Nadu OCIS ’ 20
Thimphu, Bhutan
7
letter of recommendation Prof. (Col.) Virendra Kumar Malik
Dean-Sushant School of Art and Architecture
11 Sushant University
Erstwhile Ansal University Gurugram
LETTER OF RECOMMENDATION Date: May 4, 2022 Ref: SAA/LOR/May/04/2022/007
TO WHOM IT MAY CONCERN
I have known Shivangi Singh throughout her journey as an architecture student of the B.Arch. degree programme at the Sushant School of Art and Architecture, Sushant University. I have known her as a structured, organized and dedicated Student. She has grown into a fine hwnan being on his way to becoming a fine professional. Shivangi has been a consistent performer as an architecture student and an active participant in extracurricular activities. She works well both as a member of a team and as an individual. She has coached her peers and junior students in a variety of activities and academics. Throughout Covid-19, she demonstrated patience, calmness, and agility while also looking after his peers. She will gain a lot from her internship at your company, for which she is prepared. Living and working in a new and different environment will broaden her experience and help her grow as a practitioner. I wish her the best of luck in his endeavors and in life.
Sincerely,
Prof. (Col.) Virendra Kumar Malik Dean-SAA Coordinator, IQAC & Secretary, NEP Cell Sushant University virendrakumarmalik@sushantuniversity.edu.in +91 9999683982
Sector 55, Golf Course Road, Gurugram, Haryana 122003, India T: +91-124- 4750400/501 F: +91-124-4116411 W: www.sushantuniversity.edu.in E: info@sushantuniversity.edu.in
INS
Table of
01
THE ESTUARY SEMESTER V
10-19
02
THE AERO_DROME
20-31
SEMESTER VI
03
THE ABSORB SEMESTER VII
04
32-39
FOOT OVER BRIDGE SEMESTER VII
05
40-43
AIRCRAFT HANGAR SEMESTER VII
44-47
IDE
contents
76-79
74-75
68-73
62-67
48-61
REBUILDING KASHI: EROSION OR METAMORPHOSIS DISSERTATION
GIRLS & BOYS HOSTEL IIT KANPUR
THE NANO HOUSE COMPETITION
WORKING DRAWINGS SEM V,VI,VII
D
07
06
08
INTERSHIP SUMMER & FALL
09
10
A_deg > ad_the estuary
a transit hub
the estuary An U.A.V. Transit Hub
Semester : V Guide : Ar. Amit Gupta Ar. Ashwini Kher In collaboration with one team mate “Une maison est une machine-à-habiter” (“A house is a machine for living in”) The relationship between human constructs and nature (environment) needs to be mutually inclusive, symbiotic, harmonius (balance between consumption and production).
[01.00] ad_the estuary
The Estuary, an air vehicle transit hub is an ecological machine that aims to extend the analogy of machine, to ‘adaptive’ mechanisms, and places a pedagogical case for rethinking architectural assemblage as ‘Ecological Machines’; underlining the belief that ‘built’ habitat, a ‘collective’ of machines, needs to draw from and be responsive to its ecological location.
Type : Commercial Total Built-up Area : 4534 sq.m. Location : Sunset Boulevard, Gurgaon, Haryana
12
11 13
a transit hub
[01.00] ad_the estuary
A_deg > ad_the estuary
The world’s cities are expanding, and in the coming years, more than half of the population would live and work in cities. With the overcrowding of spaces, travelling from one place to another would take longer and will be much more complicated. With time, as the pace of human life is picking up and the ever-decreasing tolerance to stand in queues, seamless and easy transportation would be an integral component of the future. The Estuary, an Uber Air Vehicle (U.A.V) transit hub, is developed as an attempt to revamp the conventional transit hubs into accordance with the
14
Age of Future: The Age of Transit.
Spirit of Time
2018/2021 SSAA v[01] 2018/2021 SSAA v[01]
External Wall Section of Prototype
15 12
A_deg > ad_the estuary
a transit hub
[01.00] ad_the estuary
Logic: Function Circulation: Grid Iron Stratification: Cluster
16
Logic: Zoning Circulation: Radial Stratification: Cluster
Horizontal Stratification
Logic: Access Circulation: Linear Stratification: Cluster
Vertical Stratification
2018/2021 SSAA v[01] 2018/2021 SSAA v[01]
UBER ELEVATE
A transport of future with a much faster pace and security than the traditional modes of
MEDITATION POD
DAY CARE
Place where children are taken care of while parents are at work
Direct connection of waiting lounge to uber elevate boarding through elevators
EATERIES
O.A.T.
Provided along the shops to form an active public space
OFFICES/ADMIN
SHOPS
PHARMACY
Provided for medical emergencies
TICKET COUNTER
WAITING LOUNGE SECURITY
Provided at the entrance of the hub to ensure security for all
PARKING
17 15
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a transit hub
17
9
10
2
8
2
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2
12
7
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1 22
6
5
1
+1200 G.F.L.
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13
18
13
15
17
+4200 F.F.L.
3
+8400 S.F.L.
3
Ground Floor Plan
3
First Floor Plan
Secondary Floor Plan
21 23 21
2
23
8
22
2
12 25
25 20
25
+16800 F.F.L.
+12600 T.F.L.
4
24 25
3
[01.00] ad_the estuary
Third Floor Plan
18
1 Atrium 2 Service Core A 3 Service Core B 4 Service Core C 5 Entrance Foyer Plans
3
3
Fourth Floor Plan 6 Info Desk 7 Ticket Counter 8 Meeting Area 9 Office 10 Admin
11 O.A.T Exit 12 Balcony 13 O.A.T Lobby 14 Back Stage 15 Stage
Fifth Floor Plan 16 Seating 17 Eatery 18 Terrace Garden 19 Anchor Stores 20 Meditation Area
21 Reading Room 22 Cafe 23 Shops 24 Baggage Counter 25 Air Cab Parking
2018/2021 SSAA v[01]
SUNSET BOUL
EVARD ROAD
+600 Site Lvl. R
am pT oF irst
The primary vehicular entry is from Golf Course Road, which leads to the drop-off point inside the plaza and further leading to basement ramp and exit of the site. The recreational spaces have also have designed as stepped softscape for visitors to spend time with their family members.
GOLF COURSE ROAD
The Sunset Boulevard site lies amidst the golf course road in Gurgaon with a total site area of 8586 sq.m., the site is surrounded by three roads.
Stepped Softscape
Floo r
0.00 Road Lvl.
Ramp to First Floor Stepped Softscape
+4200 F.F. Lvl. Ramp
+1200 Ground Lvl. PLAZA
Stepped Softscape
PLAZA
Stepped Softscape
Site Plan 19
A_deg > ad_the estuary
a transit hub
Prototype
Service Core Meditation Area
Terrace
Eatery
Atrium
Balcony
O.A.T. Meeting Room
[01.00] ad_the estuary
Skylight
20
Service Core
Anchor Store Anchor Store
Sections
Ticket Counter
O.A.T.
Atrium
2018/2021 SSAA v[01]
21
A_des > ad_the aero_drome
a hybrid transit system
the aero_drome
Air Cab Transit Hub
Semester : VI Guide : Ar. Amit Gupta In collaboration with two team mate
[02.00] ad_the aerodrome
The Aero_drome translates the best features of vibrant downtown districts into vertical language of ever-growing cities of the future. It demonstrates how cities of the future could be structured and operated. The project is based on urban studies in the area of mobility, social welfare, administration, funding, security, sustainability and more.
Type : Hybrid Building Total Site Area : 184.5 sq.m. Location : Golf Course Road, Gurgaon, Haryana
22
23 23
A_des > ad_the aero_drome
a hybrid transit system
User Group Hybrids are based on the concept of Swarm Organisation
Self Propelling Entities Factors generating User Group Hybrids on the basis of Swarm Organisation
Individual Roles (No central coordination)
Separation
[02.00] ad_the aerodrome
Steer to avoid crowding local flock mates.
24
Swarm behavior follows simple rules that allow swarms to work so well. These rules allow thousands of relatively simple animals to form a collective brain able to make decisions and move like a single organism. User-group Hybrid
Common Objectives (Simple Rules)
Alignment
Steer towards the average heading of local flock mates.
Users Individual Entities
Cohesion
Steer to move toward the average position (center of mass) of local flock mates.
Rules Generator Attraction Points
User Movement Self Propelling
2018/2021 SSAA v[01]
Working Class
6am to 9am
6pm to 9pm Iterations
Primary
Secondary
Tertiary
Residents
Students
Visitors
9am to 12pm
9pm to 12am
Students
12pm to 3pm
3pm to 6pm
12am to 3am
3am to 6am 25
A_des > ad_the aero_drome
a hybrid transit system
Working Class
Swarm tendency is governed by the change in volume around the attractors (guiding swarm behavior) with the change in time slots throughout the day. It is dependent on number of occupants according to the user type – primary, secondary and tertiary.
Visitors
[02.00] ad_the aerodrome
Swarm tendency is governed by the change in volume around the attractors (guiding swarm behavior) with the change in time slots throughout the day. It is dependent on number of occupants according to the user type – primary, secondary and tertiary.
26
2018/2021 SSAA v[01]
Residents
Swarm tendency is governed by the change in volume around the attractors (guiding swarm behavior) with the change in time slots throughout the day. It is dependent on number of occupants according to the user type – primary, secondary and tertiary.
Service Staff
Swarm tendency is governed by the change in volume around the attractors (guiding swarm behavior) with the change in time slots throughout the day. It is dependent on number of occupants according to the user type – primary, secondary and tertiary.
27
A_des > ad_the aero_drome
a hybrid transit system
Village 01
[02.00] ad_the aerodrome
The access lines from the two roads intersect in a common plaza. The massing is placed such that east and north façade have more surface area whereas the southern façade has least.
28
Village 03
The massing is further rotated for a visual access from the project to surrounding built. This village also consists of physical access via air cabs.
Massing Morph
Village 02
The massing is rotated for better visual access from metro to the project on lower floors and from surrounding built to the project for upper floors.
Village 04
The massing is shifted towards south-east direction to provide shade to the lower floors in southern direction and also have a better visual connect with the Aravalli in the east.
2018/2021 SSAA v[01]
Form Morph
29
A_des > ad_the aero_drome
a hybrid transit system
Total Area: 44434 sq.m.
Gym Kids Play Area Open Air Theatre Swimming Pool
Recreational
X-Factor (Air Cabs)
Meditation Pods Washroom
Air Cabs Co-working Spaces Conference Room
Offices
Washroom
3 B.H.K.
2 B.H.K.
[02.00] ad_the aerodrome
1 B.H.K.
30
Residential
Entrance Lobby Shops Anchor Stores Food Court
Program
Retail
Entrance Foyer Washroom
2018/2021 SSAA v[01] 2018/2021 SSAA v.01
Programmatic Morph
X-Factor (Air Cabs)
Offices
X-Factor (Air Cabs)
Offices
Recreation-
Recreational
Residential
Retail
Residential
Retail
31
[02.00] ad_the aerodrome
A_des > ad_the aero_drome a hybrid transit system
32
2018/2021 SSAA v[01]
ICUL EXIT
VEH
AR
K PIC
UP
OAD VARD R BOULE T E S N U S
AT GH
RAMP UP
W AT E
R
CH AN
N
EL
+1650 Plaza Lvl.
E
GOL
DG
I BR
U F CO OAD RSE R
0.00 d Lvl. Ro a
PUBLIC PLAZA
E WAT
FF P-O DRO
E ID W D 9M OA R
P M N RA W O D
UP AN STRI PEDE TRY EN
EL
ANN R CH
AT GH
CULA VEHI RY ENT R-
Site Plan
33
U_des > ad_the absorb
the permeable streets-edges
the absorb Semester : VII Guide : Ar. Swati Singh Ar. Gaurav Sanan Ar. Deeksha Goswami In collaboration with one team-mate
[03.00] ad_the absorb
It speculates the urban societal systems in order to derive A well-researched and contextualised planning with respect to the future of collective urban living. The site is near bajghera and palam vihar the absorb visions to increase public interaction with the help of permeable streets and edges.
Type : Urban Design Total Site Area : 184.5 sq.m. Location : Bajghera, Gurgaon, Haryana
34
2018/2021 SSAA v[01]
35
VISION
To increase public interaction with the help of permeable streets and edges.
PUBLIC INTERACTION Hierarchy of Streets
VISION
U_des > ad_the absorb
the permeable streets-edges
PERMEABLE STREETS AND EDGES
Degrees of Accessibility
Public -- Semi-public -- Private -- Semi-public -- Public
[03.00] ad_the absorb
intervening
36
Streets/Edges
Followed for all Streets and edges - Primary Road Artery + Secondary Road Artery + Tertiary Road Artery Personal Level - Family Level - Neighbourhood Level - Community Level
EXPERIENCE
Connectivity and openness
USER NEEDS
Increased Sociability
ELEMENTS OF STREETS
Physical Interaction
2018/2021 SSAA v[01]
37
U_des > ad_the absorb
the permeable streets-edges
[03.00] ad_the absorb
SECTION THROUGH RESIDENTIAL AND PUBLIC USE BUILDING
38
SECTION THROUGH COMMERCIAL AND PUBLIC USE BUILDING
2018/2021 SSAASSAA v[01]v[01] 2018/2021
Strategy Plan
39
[03.00] ad_the absorb
U_des > ad_the absorb the permeable streets-edges
40
2018/2021 SSAA v[01]
VERTICAL TYPOLOGY -RETAIL -OFICES
NA
JA
FG
AR
AH
-B
EMAAR BUSINESS DISTRICT
AJ
VSR 114 TATA LA VIDA
RO
SE
RA
C
TO
HE
R
G
11
2
RO
AD
PUBLIC USE WITH RECREATIOAL FUNCTIONS
AD
HOUSING
AD
VERTICAL TYPOLOGY -RETAIL -OFFICES -RESIDENTIAL
HIGH RISE RESIDENTIAL BRAHMANAND CHOWK
JG
BA
LOW RISE RESIDENTIAL
RA
HE
RO
TATA GATEWAY HOUSING
BABA BRAHMANAND ASHRAM
Massing
41
Draw > bc_foot-over bridge
a cable-stayed structure
foot-over bridge Semester : VII Guide : Ar. Ashish Agarwal In collaboration with two team mate
[04.00] bc_foot-over bridge
The Bridge is based on Cable Stayed Technology with the access to pedestrian as well as two wheelers vehicles with the span of 60m.
Type : Cable Stayed Bridge Span : 60 m Clear Height : 6.5m Location : Golf Course Road, Gurgaon, Haryana
42
2018/2021 SSAA v[01]
41 43
a transit hub
PYLOON LVL. +24000
A_deg > ad_the estuary
SQUARE HOLLOW STEEL SECTION (PRIMARY PYLON)
PRE FABRICATED BOX SECTION (SECONDARY PYLON)
BRIDGE LVL. +6500
CABLE
ROAD LVL. 0.00
Elevation
ISMB 500 FOR GIRDERS (PRIMARY BEAM) ISMB 350 FOR SECONDARY BEAM ISJB 175 FOR TERTIARY BEAM 12MM THK GUSSET PLATE
DETAIL A
Framing Plan
PRIMARY BEAM ISMB 500 PRIMARY BEAM ISMB 500
SECONDARY BEAM ISMB 350
[01.00] ad_the estuary
Steel Sections used for Bridge
44
TERTIARYBEAM ISJB 175 10MM THK FLOOR TILES 5MM THICK MORTAR 65MM THICK CEMENT CONCRETE 1:2:4 REINFORCEMENT
SECONDARY BEAM ISMB 350
1MM THK AND 75MM DEEP CORRUGATION DECKING SHEET ANGLE CLEAT ISA 5050X6 6MM THK BOLT FOR FIXING DECKING SHEET SECONDARY BEAM ISMB 350 PRIMARY BEAM ISMB 500
CLEAT FOR JOINERY ISA 5050 x 6
Joinery Detail of Members Detail A
THREADED COUPLING PIPE EXTENSION STEEL PIPE SLEEVE PRE FABRICATED BOX SECTION STIFFENER PLATE AS PER STRUCTURE DETAIL 6 - 33MM DIA ANCHOR BOLTS 36MM THK BASE PLATE
DECK SLAB
25MM THK GROUTING
C.L.
LIVE & SOCKET
Anchorage to Steel
Anchorage to Steel
ISMC 300 FOR STRINGER 12MM DIA BOLTS TREAD
50MM DIA BALUSTER ISMC 300 FOR STRINGER ISA 4040 x 6 FOR CLEAT ISA 4040 x 6 FOR CLEAT
Stringer to Floor
Stringer to Landing
INCREASED CORROSION PROTECTION FULL ENCAPSULATION
INCREASED STAY ANCHORAGE PROTECTION VERSATILE
HIGH FATIGUE RESISTANCE
REPLACEABLE STRANDS
Cable
45
Draw > bc_aircraft hangar
prefabricated structure
aircraft hangar Semester : VII Guide : Ar. Ashish Agarwal In collaboration with two team mate
[05.00] bc_aircraft hangar
The aircraft hangar is based on pre-engineeredtechnology with the capacity of two aircrafts and various fuctions like tool room, office, viewing deck etc.
Type : Pre Engineered Structure Span : 34 m Clear Height : 8 m Location : Flyboy Aviation, Gurgaon, Haryana
46
2018/2021 SSAA v[01]
45 47
A_deg > ad_the estuary
a transit hub
[01.00] ad_the estuary
Ground Floor Plan
48
First Floor Plan
2018/2021 SSAA v[01]
Section AA’
Plan of Double Bi-fold Door
Section of Double Bi-fold Door
Section BB”
49
technical drawings
C1
B1
technical drawings B1
C1
Semester : IV, V, VI, VII Guide : Ar. Ilika Kapur Ar. Col. Viren Malik Ar. Gaurav Varmani Ar. Shiv Marwah Ar. Punit Sethi Ar. Ashish Agarwal Ar. Mohd. Anees
Masonry Plans Steel Section Plans Sections and Elevations External Wall Sections Staircase Washroom Door Window
B1
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C1
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B2 E.S.
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F.S.
-2100 BASEMENT F B1
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B2 L1
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2018/2021 SSAA v[01]
C1
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6000
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F.F.L. B2
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STAIRCASE SHAFT (4430 x 5770)
B2
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B1
C1
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C1C1
12000
B1
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7 51
technical drawings
BRICK BOUNDARY WALL (230 MM THICK) GREEN AREA FOR PLANTERS (1500 MM WIDE) KERB STONE (125 MM WIDE)
INSPECTION CHAMBER (IC)
INSPECTION CHAMBER (IC) STORM WATER CHANNEL WITH MS GRATING
INSPECTION CHAMBER (IC)
INSPECTION CHAMBER (IC)
INSPECTION CHAMBER (IC)
ELECTRIC SUBSTATION
GENERATOR
PEDESTRIAN ENTRY
VEHICULAR EXIT
8M WIDE ROAD
VEHICULAR ENTRY
STORM WATER CHANNEL WITH MS GRATING
RAMPS FROM BASEMENT
RAMPS TO BASEMENT
STORM WATER CHANNEL WITH MS GRATING
STORM WATER CHANNEL WITH MS GRATING
PEDESTRIAN EXIT
INSPECTION CHAMBER (IC) RECHARGE PIT FILTERATION
RECHARGE PIT
P
INSPECTION CHAMBER (IC)
+170
ARRIVAL
ROAD 7.5M WIDE
+170
10000
GREEN LVL.
A
CB
A +5850 FIRST F.F.L.
V BM1
10000
600MM THK PLINTH PROTECTION
CB
ROAD 7.5M WIDE
GREEN LVL.
P
CB
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FILTERATION
INSPECTION CHAMBER (IC)
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GREEN LVL.
E
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+170
CB
BM2 TREAD: 300 RISER: 150 WIDTH: 1500 NO. OF RISER: 7 NOSING: 10MM
BM3
+14850 ATRIUM SKYLIGHT
D
E
+17250 MUMTY LVL.
TERRACE F.F.L. +14250
RIDGE
D CB
GREEN LVL.
+170
P INSPECTION CHAMBER (IC)
A
CB
E
+170
GREEN LVL.
SL SEW O E PE R - 1 LIN :2 E 00
D V
GREEN LVL.
G
R
E
E
INSPECTION CHAMBER (IC)
+170 N
RECHARGE PIT FILTERATION
SITE LVL. +150 CB
STORM WATER CHANNEL WITH MS GRATING (300 MM WIDE) KERB STONE (125 MM WIDE) STREET LIGHT (5M HIGH) 10 M C/C DISTANCE GREEN AREA FOR PLANTERS (1500 MM WIDE) BRICK BOUNDARY WALL (230 MM THICK)
80 MM THICK CONCRETE PAVERS KERB STONE (125 MM WIDE)
ROAD 18M WIDE
ROAD LVL. 0.00
SITE DEVELOPMENT PLAN MASONRY 52
RECHARGE PIT FILTERATION CB
CB
YARD FIRE INSPECTION HYDRANT CHAMBER (IC) TO MAIN SEWER LINE OF CITY
2018/2021 SSAA v[01] 17 3200
H LEGENDS : RISER : 190 TREAD :300 NO. OF TREAD : 16
16
L1 : LIFT 1 (2500x 1800) L2 : LIFT 2 (2500 x 1800)
5600
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B1, B2, B3...B124 : BEAMS
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WIDTH : 2400 RISER : 150 TREAD :300 NO. OF TREAD : 28
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A' D4
ELECTRICAL ROOM (1800 x 3000)
3 1
UP
C
D1
J
L2
23
7
D
D4
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D
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C B
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R
I
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FOOD COURT
E
A.H.U. ROOM
2100
700 x 2100
-
2100
-
2100
D4
1500 x 2100
W1
750 x 1000
1650
2400
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1500 x 1000
900
2400
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C
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W2
(4000 x 4000)
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UP D4
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WIDTH : 1500 RISER : 150 TREAD :300 NO. OF TREAD : 28
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DN
D1
WIDTH : 2400 RISER : 150 TREAD :300 NO. OF TREAD : 28
D4
B'
13
O
W1
FIRST F.F.L. +5850
9
ELECTRICAL ROOM (1800 x 3000)
1
UP
R
LIFT LOBBY
19
3
C
A
W1
21
9 7 5
D1
25 1
W1
W2
W1
2100
D3
W2
OFFICE
UP
W2
-
W1
D3
W1
1
A'
900 x 2100
19
25
W2
-
D2
12
D3
B'
23 7
W1
F
OPEN AIR THEATER
MALE TOILET
SHOWROOM
RISER : 150 TREAD :300 NO. OF TREAD : 28
19
9
0
D3
D3 D3
H
17
15
13
1100 x 2100
RISER : 300 TREAD :500 NO. OF TREAD :10
FEMALED3 TOILET
K
LINTEL SILL LEVEL LEVEL
SIZE
D1
A'
13
15
FIRST F.F.L. +5850
D3
11
W2
1200
3
R
23 25
D1
ACCESSIBLE TOILET D2
D1
EXHIBITION HALL WIDTH : 1500
W2
A
I
D1
4300
6500
W2
5500
9600
WIDTH : 1500 RISER : 150 TREAD :300 NO. OF TREAD : 28
21
5
3
O
F.H.C.
SCHEDULE OF OPENINGS: NAME
17 19
1
D3
E
15
13
W1
W1
1
11
16 UP
R
LIFT LOBBY
19 21
5
9
600 DIAMETER
7
DN
B'
L1
D
RISER : 190 TREAD :300 NO. OF TREAD : 16
D4
W1
D1
E
3200
WIDTH : 1500 RISER : 150 TREAD :300 NO. OF TREAD : 28
17
15
13
11
14
B
C
5600
6500
5500
CIRCULAR COLUMN :
17
4300
7
A
RISER : 300 TREAD :500 NO. OF TREAD :10
F
OPEN AIR THEATER
K
9600
6500
C B
COLUMN SIZE :
6500
F E
C1, C2, C3...C142 : COLUMNS
15
A'
D
D4
F.H.C.
ACCESSIBLE TOILET D2
W1
D3
5
8
O 7
6
R
I
R
W1
D3
D3
I
D1
D1
FEMALED3 TOILET
D1
FOOD COURT
MALE TOILET
W1
D3
2 W2
D3
H
EXHIBITION HALL
12
D3
11
D3
SHOWROOM
A.H.U. ROOM (4000 x 4000)
W2
W2 W2
W2
W2 W2
10
W2
3
W2 W2
W2 W2
W2
W2
W2
W2
W2
B'
9
4
8
5 6
7
GROUND FLOOR PLAN MASONRY 53
A'
technical drawings
B
A 4200
4100
4034.78 500
3035
D
C
E
2000
F
6000
6000
4100.22 500
982
WALL PAINT
2435
24795 682.5
1595
1600
1000
1600
1000
2150 801
5281 1521
1650
1650
-6000
-5950
WALL PAINT
S.S. RAILING GLASS BALCONY
-10500
-12000
WALL PAINT
-5700
WALL PAINT WALL PAINT
0.00 +400
TILES -4500
S.S. RAILING GLASS BALCONY
0.00
600 600
3435
600
2900 3500
600 600
ELEVA MASO
54
2018/2021 SSAA v[01]
G 4400
H 1600
I 4800
4730
5835
3730
3635 2835 2235
J
K
4240
L 4430
4475
4635
4474.46
4635
+14100 MUMTY
1000MM HIGH PARAPET WALL -6000
+11400 TERRACE F.F.L.
WALL PAINT
-11885
WALL PAINT
-11770
WALL PAINT
-12000
GLASS WINDOW WITH ALUMINIUM FRAME WALL PAINT
+230
TILE CLADDING
-12000 -12230
+7800 SECOND F.F.L.
WALL PAINT
-11885
WALL PAINT
-12000
GLASS WINDOW WITH ALUMINIUM FRAME -4500
S.S. GLASS RAILING +4200 FIRST F.F.L. GLASS FOR THE LIFT SHAFT
0.00
FRC JALI
+230
+1200 STILT F.F.L. +150 0.0 DRIVEWAY LEVEL ROAD LEVEL 1678
2435
1721
600
3645
600
3665
600
4000
ATION ONRY
55
65MM DIA WALL MOUNTED S.S. HANDRAIL 150
STAINLESS STEEL SADDLE 30MM DIA G.I. BALUSTER COVER PLATE SCREW TO FIX BALUSTER TO WALL
technical drawings
20MM THICK MORTAR 100MM DIA STAINLESS STEEL BRACKET PCC FILLING M10 SCREW 150MM THICK RCC WAIST SLAB
SECTION: WALL MOUNT HANDRAIL
SIDE MOUNT BALUSTER FITTING DETAIL
DETAIL D ELEVATION: WALL MOUNT HANDRAIL
15 MM THICK PLASTER
20MM THICK PLASTER BRICK WALL 12MM THICK MARBLE 20MM THICK MORTAR
50MM DIA BALUSTER 18MM DIA FRAME TUBE FRAME TUBE CLIPS
30 70 30
BRICK
150 MM THICK SLAB
TOP VIEW: FRAME TUBE CLIPS
150MM INVERTED SLAB
F
G
INVERTED SLAB ON TERRACE
600x600MM BEAM
MASONRY
DETAIL A
150
SECTION: WALL MOUNT HANDRAIL 4400
20MM THICK PLASTER BRICK WALL 12MM THICK MARBLE 20MM THICK MORTAR
12MM THICK MARBLE
15 MM THICK PLASTER
MUMTY
BRICK
20MM THICK MORTAR 12MM THICK MARBLE 10MM NOSING 150MM THICK RCC SLAB
+13800
150 MM THICK SLAB MUMTY LEVEL
300MM HIGH MUMTY PARAPET WALL
2700
150MM INVERTED SLAB 600x600MM BEAM 100MM HIGH PARAPET WALL
+10050 LANDING
DETAIL B
30
50MM DIA BALUSTER
+7800 SECOND F.F.L.
100
18MM DIA FRAME TUBE
+6450 LANDING TREAD: 300 RISER: 150 WIDTH: 1500 NO. OF RISER: 24 NOSING: 10MM
DETAIL E EVATION: S.S. HANDRAIL BALUSTER, FRAME TUBE
100MM HIGH SKIRTING
+5700
BALUSTER MOUNT M10 SCREW 100MM DIA. STAINLESS STEEL BRACKET
DETAIL E ELEVATION: S.S. HANDRAIL BALUSTER, FRAME TUBE
3600
Y'
12MM THICK MARBLE STONE ON TREAD 12MM THICK MARBLE STONE ON RISER Y'
DETAIL E
DETAIL C: ELEVATION: BALUSTER AND FRAME TUBE
SECTIONLANDING YY': HANDRAIL, BALUSTER, FITTING
+4200 FIRST F.F.L.
DETAIL D
150
3000 +1200 STILT F.F.L.
100MM HIGH SKIRTING
DETAIL C
-600 LANDING
WIDTH: 1500 NO. OF RISER: 22 NOSING: 10MM
SECTION: WALL MOUNT HANDRAIL
DETAIL D ELEVATION: WALL MOUNT HANDRAIL WALL MOUNT SIDE MOUNT BALUSTER FITTING DETAIL HANDRAIL
BRICK WALL MM THICK MARBLE MM THICK MORTAR
785
Y 15 MM THICK PLASTER 65MM DIA S.S. HANDRAIL
20MM THICK PLASTER BRICK WALL 12MM THICK MARBLE 20MM THICK MORTAR
300
30
BRICK
FITTING 150 MM THICK SLAB AXLE BOLT FOR ADJUST ABILITY
30
12MM THICK MARBLE
STAIRCASE SECTIONS AND DETAILS MASONRY
56
DETAIL A
50MM DIA BALUSTER
20MM THICK MORTAR 18MM DIA FRAME TUBE 12MM THICK MARBLE 10MM NOSING 150MM THICK RCC SLAB
MM INVERTED SLAB 600x600MM BEAM
65MM DIA S.S. HANDRAIL FITTING
50MM DIA BALUSTER
600x600MM BEAM
BRICK
TOP
30 70 30 SECTION: WALL MOUNT
150MM INVERTED SLAB
150 MM THICK SLAB
STAINLESS STEEL
50MM DIA BALUSTER 18MM DIA FRAME TUBE FRAME TUBE CLIPS
65
15 MM THICK PLASTER
SIDE M
HANDRAIL TOP VIEW: FRAME TUBE CLIPS -2100 BASEMENT F.L.
R.C.C. RAFT SLAB 25MM THICK MORTAR 35MM THICK KOTA STONE 100MM THICK P.C.C.
20MM THICK MORTAR 100MM DIA STAINLESS STEEL BRACKET PCC FILLING M10 SCREW 150MM THICK RCC WAIST SLAB
100
MM THICK PLASTER
TO WALL
DETAIL D ELEVATION: WALL MOUNT +150 LANDING HANDRAIL
TREAD: 300 RISER: 150
DE
65MM DIA WALL MOUNTED S.S. HANDRAIL
150
900MM HIGH S.S. WALL MOUNT HANDRAIL
+2700 LANDING
STAINLESS STEEL
SECTION YY': HANDRAIL, BALUSTER, FITTING
12MM THICK MARBLE STAINLESS STEEL SADDLE 50MM DIA BALUSTER 30MM DIA G.I. BALUSTER FRAME TUBECOVER CLIPS PLATE 18MM DIA FRAME TUBE SCREW TO FIX BALUSTER
3300
150
900MM HIGH S.S. HANDRAIL
STAINLESS STEEL SADDLE 30MM DIA G.I. BALUSTER COVER PLATE SCREW TO FIX BALUSTER TO WALL
BALUSTER AND FRAME TUBE
115 MM THICK WALL 15MM THICK PLASTER
+3450 LANDING TREAD: 300115 MM THICK WALL RISER: 15015MM THICK PLASTER 100MM HIGH SKIRTING WIDTH: 1500 NO. OF RISER: 2065MM DIA WALL MOUNTED S.S. HANDRAIL NOSING: 10MM
50MM DIA BALUSTER
18MM OUTTER DIA. FRAME TUBE 18MM DIA FRAME TUBE FRAME TUBE CLIP (FITTING) 50MM DIA BALUSTER
FITTING
50MM DIA BALUSTER
65MM DIA S.S. HANDRAIL FITTING
50MM DIA BALUSTER
+9300 65MM DIA S.S. HANDRAIL LANDING
150
100MM HIGH SKIRTING
15MM THICK PLASTER
FITTING AXLE BOLT FOR ADJUST ABILITY
30
100
30
MASONRY
65MM DIA S.S. HANDRAIL
DETAIL B
3600
65MM DIA S.S. HANDRAIL FITTING AXLE BOLT FOR ADJUST ABILITY
TREAD: 300 RISER: 150 WIDTH: 1500 NO. OF RISER: 24 NOSING: 10MM
NOSING DETAIL
Y
65
DETAIL A
30
+11400 TERRACE F.F.L.
DETAIL A
Y
65
300
Y'
DETAIL E ELEVATION: S.S. HANDRAIL BALUSTER, 15MM THICK PLASTER DETAIL B FRAME TUBE
HANDRAIL, BALUSTER DETAIL A AND FRAME TUBE STAINLESS STEEL
SECTION YY': HANDRAIL, BALUSTER, FITTING
DETA
2018/2021 SSAA v[01]
115MM BRICK WALL 15MM THICK PLASTER
75MM THICK FINISH FLOOR 150MM THICK R.C.C. SLAB THICK MOTAR 15MM BRICK WALL 25MM 35-40MM THICK KOTA STONE 5MM THICK PLASTER 25MM THICK MOTAR 100MM THICK P.C.C.
DETAIL B WINDOW DETAIL OF SILL LEVEL DETAIL B WINDOW DETAIL OF SILL LEVEL BRICK WALL 10MM THICK WALL TILE 25MM THICK AND 100MM HIGH SKIRTING 115MM BRICK WALL 12MM THICK FLOOR TILE 15MM THICK PLASTER 25 MM THICK P.C.C.
DETAIL C WINDOW DETAIL LINTEL LEVEL DETAIL C WINDOW DETAIL LINTEL LEVEL COPING DRIP
1000MM HIGH PARAPET WALL BUILDING SECTION BRICK WALL
COPING DRIP
15MM THICK PLASTER BRICK LINE P.C.C. FILLET 75MM FINISH FLOOR BRICK 1000MM HIGH PARAPET WALLTILE 25MM THICK MOTAR BRICK WALL MUD PHUSKA LAID TO 20MM SLOPE THICK GLASS PANEL 10MM THICK BITUMEN PLASTER 15MM THICK PLASTER FELT BRICK LINE 150MM THICK R.C.C. SLAB BEADING 150MM THICK P.C.C. FILLET POINTING WINDOW FRAME 75MM FINISH FLOOR RETAINING WALL DRIP BRICK TILE SILL LEVEL 25MM THICK MOTAR MUD15MM PHUSKA LAID TO SLOPE THICK PLASTER 10MM THICK BITUMEN FELT 20MM THICK PLASTER 150MM THICKWALL R.C.C. SLAB BRICK
MASONRY
BRICK WALL CINDER FILLING 10MM THICK WALL TILE150MM DIA. SOIL PIPE 20MM THICK 25MM THICK AND 100MM 75MM THICK FINISH FLOOR HIGH SKIRTING 150MMCOATING THICK R.C.C. SLAB CHICKEN WIRE PLASTER DOUBLE OF FASTFLEX 12MM THICK FLOOR TILE 25MM THICK MOTAR APPLIED ON FLOOR TILL 4 MESH 25 MM THICK P.C.C. IS35-40MM THICK FEET HIGH ON WALLKOTA STONE 25MM THICK MOTAR CINDER FILLING THICK R.C.C. SLAB 100MM THICK P.C.C. 150MM DIA. SOIL PIPE 150MM DOUBLE COATING OF FASTFLEX IS APPLIED ON FLOOR TILL 4 FEET HIGH ON WALL
DRIP
CHICKEN WIRE MESH
LINTEL AND CHAJJA WINDOW FRAME BEADING BRICK WALL 15MM THICK PLASTER GLASS PANEL CHICKEN WIRE MESH LINTEL AND CHAJJA WINDOW FRAME BEADING GLASS PANEL
DRIP
15MM THICK PLASTER BRICK WALL
DRIP
0)
DRIP
15MM THICK PLASTER 20MM THICK BRICK WALL PLASTER
DRIP GLASS PANEL BEADING WINDOW FRAME SILL LEVEL
20MM THICK PLASTER
5MM THICK FINISH FLOOR 50MM THICK R.C.C. SLAB 5MM THICK MOTAR 5-40MM THICK KOTA STONE 5MM THICK MOTAR 00MM THICK P.C.C.
BRICK WALL 15MM THICK PLASTER CHICKEN WIRE MESH
20MM THICK PLASTER
GLASS PANEL BEADING WINDOW FRAME SILL LEVEL
20MM THICK PLASTER
BRICK WALL 15MM THICK PLASTER CHICKEN WIRE MESH 115MM BRICK WALL LINTEL AND CHAJJA 15MM THICK PLASTER WINDOW FRAME BEADING GLASS PANEL75MM THICK FINISH FLOOR
150MM THICK R.C.C. SLAB 25MM THICK MOTAR 35-40MM THICK KOTA STONE 25MM THICK MOTAR 100MM THICK P.C.C.
BRICK WALL
POINTING
150MM THICK R.C.C. SLAB 20MM THICK PLASTER
D KEN SLAB
EAM
1:20)
150MM THICK RETAINING WALL 1000 PLINTH PROTECTION
DETAIL DETAIL E B TERRACE WATERPROOFING 75MM THICK WINDOW DETAIL OF FINISH FLOOR
150MM THICK R.C.C. SLAB 25MM THICK MOTAR 35-40MM THICK KOTA STONE 25MM THICK MOTAR 100MM THICK P.C.C.
SILL LEVEL
BRICK WALL
PLINTH PROTECTION RAMMED EARTH
115MM BRICK WALL
ED EARTH
115MM BRICK WALL 150MM THICK RETAINING WALL
PLINTH PROTECTION COPING DETAIL MASONRY
35-40MM THICK KOTA STONE
D
LINTEL LVL. DETAIL
115MM BRICK WALL 15MM THICK PLASTER
75MM THICK L.C.C. 1000
K L.C.C.
115MM BRICK WALL
DETAIL E TERRACE DETAIL TERRACE WATERPROOFING MASONRY
20MM T PLAS
MASONRY
DETAIL C WINDOW DETAIL GLASS PANEL BEADING LINTELALEVEL WINDOW FRAME
600MM THICK R.C.C. BEAM
20MM THICK PLASTER
20MM THICK DETAIL PLASTER
BASEMENT (1:20) SILL LEVEL DRIP
WIN
DRIP
15MM THICK PLASTER BRICK WALL
SILL LVL. DETAIL MASONRY
DRIP
115MM BRICK WALL 150MM THICK RETAINING WALL
35-40MM THICK KOTA STONE
BRICK WALL 600MM THICK R.C.C. BEAM DETAIL F TILE 10MM THICK WALL 25MM THICK AND 100MM PLINTH PROTECTION (1:20) HIGH SKIRTING 12MM THICK FLOOR TILE 150MM THICK 25RETAINING MM THICK P.C.C. WALL
DETAIL A BASEMENT (1:20) DETAIL F CINDER FILLING
PLINTH PROTECTION (1:20) 150MM DIA. SOIL PIPE BRICK WALL
115MM BRICK WALL
DOUBLE COATING OF FASTFLEX IS APPLIED ON FLOOR TILL 4 FEET HIGH ON WALL 150MM THICK R.C.C. SLAB
115MM BRICK WALL 15MM THICK PLASTER 75MM THICK FINISH FLOOR 150MM THICK R.C.C. SLAB 25MM THICK MOTAR 35-40MM THICK KOTA STONE 25MM THICK MOTAR CHICKEN WIRE 100MM THICK P.C.C.
MESH
FOUNDATION DETAIL MASONRY
600MM THICK R.C.C. BEAM
1000MM HIGH PARAPET WALL BRICK WALL BRICK WALL 10MM THICK WALL TILE 15MM THICK PLASTER 25MM THICK AND 100MM BRICK LINE HIGH SKIRTING P.C.C. FILLET 12MM THICK FLOOR TILE 25 MM THICK P.C.C. 75MM FINISH FLOOR BRICK TILE BRICK WALL CINDER FILLING 25MM THICK20MM MOTAR THICK 15MM THICK PLASTER 150MM DIA. SOIL PIPE GLASS PANEL MUD PHUSKA 20MM THICK PLASTER LAID TO SLOPE CHICKEN WIRE MESH PLASTER BEADING LINTEL AND CHAJJA WINDOW FRAME10MM THICK BITUMEN FELT DOUBLE COATING OF FASTFLEX DRIP R.C.C. SLAB WINDOW FRAME SILL LEVEL 150MM THICK CHICKEN WIRE MESH IS APPLIED ON FLOOR TILL 4 BEADING 20MM THICK POINTING FEET HIGH ON WALL 15MM PLASTER THICK PLASTER DRIP
DETAIL B WINDOW DETAIL OF SILL LEVEL
BRICK WALL
20MM THICK PLASTER
DETAI WINDOW D LINTEL L
GLASS PANEL
150MM THICK R.C.C. SLAB
COPING DETAIL WASHROOM DRIP
MASONRY
57
technical drawings
A
B
12000
6000 3000
1
C1
C
D PLINTH PROTECTION OVERHANG
6000
3000
COLUMN : C1
: ISMB275 FOR TRUSS COLUMN
C2
: ISLB 175 FOR MEZZANINE COLUMN
C3
: ISJB 150 FOR STAIRCASE COLUMN
MEZZANINE MEMBERS :
C1
C1
C1
20
19
18
17
16
15
14
13
12
PRIMARY BEAM : ISMB 350
C1
SECONDARY BEAM : ISJB 225 TERTIARY BEAM : ISJB 175
CHAJJA
WORK-STATION 1200 x 1500 W1
10
W1
3000
11
C3
CONFERENCE ROOM 6400 x 4000
9 8
C2
7 6
C2
6000
6000
1A
WORK-STATION 1200 x 1500
5 4 3 2
9000
1
UP +450 F.F.L.
2
C1
C1
C1
D1
C2
C1
WASHROOM
C1
STEEL
L
C
WIDTH: 1500 NO. OF RISER: 3
GROUND FLOOR PLAN
58
BIN
1
TREAD: 300 RISER: 150
3
L
3000
0.00 N.G.L.
C
2
C1
3000
3
A
B
C1
C
D
2018/2021 SSAA v[01]
12000 6000
6000
1500
1500
1500 C1
COLUMN :
1500 PRIMARY MEMBER
TERTIARY MEMBER
SECONDARY MEMBER
SECONDARY MEMBER
SECONDARY MEMBER
TERTIARY MEMBER
DOWN
19
18
17
16
15
14
13
12
C1
C1
: ISMB275 FOR TRUSS COLUMN
C2
: ISLB 175 FOR MEZZANINE COLUMN
C3
: ISJB 150 FOR STAIRCASE COLUMN
MEZZANINE MEMBERS :
TREAD: 300 RISER: 150
TERTIARY MEMBER
TERTIARY MEMBER
TERTIARY MEMBER
20
SECONDARY MEMBER
C1
1500
PRIMARY MEMBER
PRIMARY MEMBER
PRIMARY BEAM : ISMB 350
WIDTH: 1500 NO. OF RISER: 21
SECONDARY BEAM : ISJB 225 TERTIARY BEAM : ISJB 175
PRIMARY MEMBER
1
C1
3000
SECONDARY MEMBER
3000
11 10 9 8 TERTIARY MEMBER
TERTIARY MEMBER
SECONDARY MEMBER
TERTIARY MEMBER
TERTIARY MEMBER
5
TERTIARY MEMBER
4 3 2
TERTIARY MEMBER
TERTIARY MEMBER
TERTIARY MEMBER
2
TERTIARY MEMBER
TERTIARY MEMBER
TERTIARY MEMBER
TERTIARY MEMBER
SECONDARY MEMBER
TERTIARY MEMBER
C2 TERTIARY MEMBER
TERTIARY MEMBER
TERTIARY MEMBER
3
C1
C1
TERTIARY MEMBER
TERTIARY MEMBER
SECONDARY MEMBER
3000
PRIMARY MEMBER
TERTIARY MEMBER
9000
PRIMARY MEMBER
1
+3450 F.F.L.
TERTIARY MEMBER
PRIMARY MEMBER
1MM THICK AND 75MM CORRUGATION DEPTH DECKING SHEET 60 MM THICK R.C.C. SLAB 600 x 600 FLOOR TILES
SECONDARY MEMBER
C2
TERTIARY MEMBER
SECONDARY MEMBER
PRIMARY MEMBER
6000
7 6
6000
1A
TERTIARY MEMBER
3000
TERTIARY MEMBER
TERTIARY MEMBER
TERTIARY MEMBER
PRIMARY MEMBER
C1
MEZZANINE FLOOR PLAN STEEL
10MM THK FLOOR TILES 10MM THK FLOOR TILES 5MM THICK MORTAR
5MM THICK MORTAR 65MM THICK CEMENT CONCRETE 1:2:4
65MM THICK CEMENT CONCRETE 1:2:4 REINFORCEMENT REINFORCEMENT
PROFILE OF 1MM THK AND 75MM DEE CORRUGATION DECKING SHEET PROFILE OF 1MM THK AND 75MM DEEP 1MM THK AND 75MM DEEP CORRUGATION CORRUGATION DECKING SHEET DECKING SHEET 1MM THK AND 75MM DEEP CORRUGATION DECKING SHEET ANGLE CLEAT ISA 5050X6 SUPPORTED BEAM ANGLE CLEAT ISA 5050X66MM THK BOLT FOR FIXING SUPPORTED BEAM DECKING SHEET 6MM THK BOLT FOR FIXING 12 MM DIA BOLTS DECKING SHEET SECONDARY BEAM 12 MM DIA BOLTS SUPPORTING BEAM ISJB 175 SECONDARY BEAM SUPPORTING BEAM PRIMARY BEAM ISJB 175 ISJB 350 PRIMARY BEAM ISJB 350
MEZZANINE FLOOR DETAILS STEEL
59
technical drawings
SECONDARYJOIST ISMC 200 20
19
18
17
16
15
14
13
20
12
19
18
17
16
15
14
ISJB 150 FOR COLUMN 13
12
+2100 F.F.L.
11
11
8
8
6
6
5
5
4
4
3
3
2
2 1
1
STRINGER ISMC 300
STAIRCASE SINGLE LINE PLAN PLAN (1:20)
STAIRCASE PLAN FRAMING FRAMING PLAN (1:20)
19
+3450 MEZZA. FFL
18
19 18 17
16
15 14
14
13
13
11 10 9 8
65 MM DIA. HAND RAIL
16
15
12
+2100 LANDING
12 11 10
DETAIL B
9
7
6
ISJB 150 FOR COLUMN
5 4 3
6 5 4
DETAIL C
3 2
1
DETAIL A
+450 F.F.L.
SECTION AA’ SECTION AA' (1:20) STEEL
1
SECTION BB'BB’ (1:20) SECTION STEEL
STAIRCASE PLANS AND SECTIONS STEEL 60
4MM THK METAL PLATE
8
7
2
STEEL
20
17
DETAIL E
STAIRCASE ELEVATION
STEEL
STEEL
20
ELEVATION (1:20)
UP
+450 F.F.L.
PRIMARY BEAM ISMB 350
STRINGER ISMC 300
7
7
UP
DETAIL F
9
9
NO. OF TREADS : 20 NO. OF RISERS : 21 TREAD : 300 RISER : 150 WIDTH : 1500 CLEAR HT. : 2400
DETAIL D
10
10
ISA 4545 x 6 TREAD DETAIL TREADMEMBERS MEMBER DETAIL
2018/2021 SSAA v[01]
ISMC 300 FOR STRINGER 12MM DIA BOLTS BALUSTER METAL STUD METAL PLATE
TREAD
ISMC 300 FOR STRINGER
50MM DIA BALUSTER ISMC 300 FOR STRINGER ISA 4040 x 6 FOR CLEAT
DETAIL B STRINGER TO HANDRAIL DETAIL STRINGER TO LANDING
12MM DIA BOLTS
STRINGER TO FLOOR DETAIL STEEL
STEEL
DETAIL A STRINGER TO FLOOR
DETAIL C STRINGER TO TO BALUSTER DETAIL STRINGER BALUSTER STEEL
Y 65MM DIA S.S. HANDRAIL
30
65
10MM THK FLOOR TILES 5MM THICK MORTAR 65MM THK CEMENT CONCRETE 1:2:4 REINFORCEMENT 1MM THK AND 75MM DEEP CORRUGATION DECKING SHEET
FITTING AXLE BOLT FOR ADJUST ABILITY
30
65MM DIA S.S. HANDRAIL FITTING
50MM DIA BALUSTER
50MM DIA BALUSTER
100
18MM DIA FRAME TUBE
ISMC 350 FOR PRIMARY BEAM ISA 4040 x 6 FOR CLEAT ISMC 300 FOR STRINGER
Y'
DETAIL E HANDRAIL BALUSTER, FRAME TUBE ELEVATION: S.S. HANDRAIL BALUSTER, STAINLESS STEEL
FRAME TUBE
DETAIL D STRINGER TO MEZZANINE DETAIL STRINGER TO MEZZANINE
HANDRAIL BALUSTER - FITTING SECTION YY': HANDRAIL, STAINLESS STEEL
BALUSTER, FITTING
STEEL
230 MM THICK WALL 12MM THICK PLASTER 65MM DIA WALL MOUNTED S.S. HANDRAIL STAINLESS STEEL SADDLE 30MM DIA G.I. BALUSTER COVER PLATE SCREW TO FIX BALUSTER TO WALL
SECTION: WALL MOUNT WALL MOUNT HANDRAIL HANDRAIL
ISMC 300 FOR STRINGER 4MM THK METAL PLATE ISA 4545 x 6
DETAIL F WALL MOUNTWALL HANDRAIL ELEVATION: MOUNT ELEVATION HANDRAIL
SECTION
4MM WELD
DETAIL G TREAD TO STRINGER DETAIL TREAD TO STRINGER
STAIRCASE DETAILS STEEL 61
technical drawings
NOTE
ALL D MILLI
DIME AND
2000 760
ISS
990
D7
990
990
X'
A'
D6
D8
REMA
D6
FIXED WINDOW
D8
D6
D7
D5
STEE
450
FIXED WINDOW
D7
TOP HUNG WINDOW
D5
D7
+2100 LINTEL LVL.
OUTSIDE
D1
O'
2100 900
D9
D1
WINDOW
D4
DOOR
WALL
D4
+900 SILL LVL.
D4
D9
X
WALL
D10
ELEVATION ELEVATION
D10
SECTION AA’AA' SECTION
A
HOT ROLLED STEEL
1R
3
3
2R
8
5 2R
1R
SHIV
1R
2
180BA 3-B
20
D2
D1
PLAN
SECTION OO' HOT ROLLED STEEL
1R
DOOR AND WINDOW - PLAN SECTIONS HOT ROLLED STEEL SECTIONS
3
2R 1R
1R
30.1
S
3
F4B F4B
2R 1R
MASS : 2.28 KG/M
62
9.5 3 9.5
13
D2
46
20
D3 INSIDE
3
D2
1R
TITLE
22 1R
3
OUTSIDE
2R
20
3
SECTION XX’ SECTION XX'
BUILD CONS
25 22
D1
INSIDE
D2
D9
WINDOW
O
OUTSIDE
22
1200
D3 D2
INSIDE
3
D5
33
TOP HUNG WINDOW
MASS : 1.419KG/M MASS : 1.036 KG/M
F7D F7D
T2 T2
1
2018/2021 SSAA v[01]
12MM THICK PLASTER
OUTSIDE
HOLDFAST STANDARD SECTION : F4B RUBBER GASKET STANDARD SECTION : F7D OUTSIDE 6MM GLASS
BEADING HINGE
DEATAIL INSIDE
STANDARD SECTION : F7D RUBBER GASKET STANDARD SECTION : F7D 6MM GLASS
BEADING
DETAIL : D2
INSIDE
D1
DEATAIL: D2
DETAIL : D1
6MM THK GLASS BEADING STANDARD SECTION : F7D
BEADING
STANDARD SECTION : F7D RUBBER GASKET
STANDARD SECTION : F4B
OUTSIDE
6MM THK GLASS
INSIDE
12MM THK PLASTER
DEATAIL: DETAIL : D4D4
DEATAIL:D3 DETAIL D3 BEADING
HINGE BEADING OUTSIDE
12MM THK PLASTER STANDARD SECTION : F4B STANDARD SECTION : F7D RUBBER GASKET 6MM THK GLASS INSIDE
OUTSIDE
DEATAIL:: D5 DETAIL D6
STANDARD SECTION : F7D RUBBER GASKET STANDARD SECTION : F7D 6MM GLASS
INSIDE
OUTSIDE
DEATAIL: D6
BEADING
DETAIL : D5
INSIDE INSIDE
BEADING
STANDARD SECTION : F7D RUBBER GASKET 6MM THK GLASS
BEADING
DEATAIL:: D7 DETAIL D7
OUTSIDE
STANDARD SECTION : F4B RUBBER GASKET 6MM THK GLASS
DEATAIL: DETAIL : D8D8
6MM THK GLASS BEADING INSIDE BEADING OUTSIDE
OUTSIDE STANDARD SECTION : T2 RUBBER GASKET
BEADING STANDARD SECTION : F7D STANDARD SECTION : F4B
INSIDE
12MM THK PLASTER
6MM THK GLASS
DEATAIL:: D9 DETAIL D9
DOOR AND WINDOW DETAILS HOT ROLLED STEEL SECTIONS
DEATAIL: D10 DETAIL : D10
63
Nano_H > comp_the physician’s hysteria
the physician’s hysteria
the physician’s hysteria
The Nano House Competition
[07.00] ad_the physician’s hysteria
The design aims to obtain a connection between the site and the client prepositions, thoughts and past recollection of the user, to create a form inspired with the life of the user, specifically the profession as well. The Physician’s Hysteria creates a balance of the enclosed and the open in minimal space and optimal planning. The innovation of the openable I and II parts let the user utilise the module in a versatile and manner as per requirement.
Type : Minimum Space Structure Built-up : 300 sqft Clear Height : 3.4 m Location : Panchkula, Punjab
64
2018/2021 SSAA v[01]
65
[07.00] ad_the physician’s hysteria
Nano_H > comp_the physician’s hysteria
the physician’s hysteria
66
The design aims to obtain a connection between the site and the clients prepositions, thoughts and past recollection of the user, to create a form inspired with the life of the user, specifically the profession as well. The Physician’s Hysteria creates a balance of the enclosed and the open in minimal space and optimal planning. The innovation of the openable I & II parts let the user utilise the module in a versatile manner as per requirements.
2018/2021 SSAA v[01]
Exploded Axonometric View
67 65
[07.00] ad_the physician’s hysteria
Nano_H > comp_the physician’s hysteria the physician’s hysteria
68
2018/2021 SSAA v[01]
Plan
69 67
[08.00] earthquake_hostel complex
NICEE_IIT > earthquake_hostel complex
earthquake resistant building
hostel complex
NIIT KANPUR EARTHQUAKE RESISTANT WORKSHOP
Hostel complex was a 7 days design workshop conducted by IIT Kanpur for desiging an earthquake resistant building in sesmic zone 5 city.
Type : Hostel Site area : 26040 Sqm Soil type : Soft Location : Chamola, Uttarakhand
70
2018/2021 SSAA v[01]
69 71
6200
COLD STORE TOILET
OPEN STAIRCASE
2000MM WIDE CORRIDOR
PLUMBING SHAFT
OPEN STAIRCASE
UP
STUDENT ROOM
UP
13650
13650 5600
TOILET
2000MM WIDE CORRIDOR
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
STUDENT ROOM
OPEN COURTYARD
5450
GROUND F.F.L. +300
7500MM WIDE CORRIDOR
10800
C
DINING HALL
DINING HALL
7500MM WIDE CORRIDOR
GYMNASIUM
GROUND F.F.L. +450
B
B
GROUND F.F.L. +450
OPEN COURTYARD
GROUND F.F.L. +300
BUFFET COUNTER
6250
GROUND F.F.L. +450
C
D
STUDENT ROOM
KITCHEN
D
PLUMBING SHAFT
DRY STORE WASHING AREA
PLUMBING SHAFT
E
E
UP
11000
GROUND F.F.L. +450
2000MM WIDE CORRIDOR
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
DINING HALL (CAPACITY 130)
WARDEN OFFICE
UP
LIFT
GUEST ROOM
GAME ROOM GYMNASIUM
LIFT
A
A
FIRE STAIRCASE
ELECTRICAL SHAFT
A_deg > ad_the estuary
a transit hub
ENTRY
5250
4150 11
5250
12
5250
8
6
7550
10
5800
9
7550
7
5250
4
3
1
5250
5
5250
2
4100
E
E
GROUND FLOOR PLAN
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
OPEN STAIRCASE
DN
TOILET
2000MM WIDE CORRIDOR
PLUMBING SHAFT
UP
DN
OPEN STAIRCASE
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
UP
TOILET
2000MM WIDE CORRIDOR
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
SINGLE ROOM
SINGLE ROOM
13650
13650 SPILL OUT ZONE
SPILL OUT ZONE
OPEN COURTYARD
LAUNDRY AREA
SPILL OUT ZONE
B
B
7500MM WIDE CORRIDOR
2000MM WIDE CORRIDOR
SPILL OUT ZONE
7500MM WIDE CORRIDOR
10800
2000MM WIDE CORRIDOR
C
OPEN COURTYARD
11000
LAUNDRY AREA
C
D
SINGLE ROOM
D
SINGLE ROOM
PLUMBING SHAFT
SINGLE ROOM
2000MM WIDE CORRIDOR
SINGLE ROOM
2000MM WIDE CORRIDOR
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
SINGLE ROOM
72
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
FIRE STAIRCASE
LIFT
SINGLE ROOM
LIFT
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
SINGLE ROOM
A
DN
ELECTRICAL SHAFT
SINGLE ROOM
TYPICAL FLOOR PLAN
Boy’s Hostel Plan
12
11
10
9
8
7
6
5
4
3
2
1
A
[01.00] ad_the estuary
UP
SINGLE ROOM
Shear Wall Moment Resistant Wall
2018/2021 SSAA v[01]
Site Plan
71 73
G
PLUMBING SHAFT
6200
DRY STORE WASHING AREA
LIFT
KITCHEN
COLD STORE
OPEN INTERACTIVE SPACES
LIFT
5600
E
F
BUFFET COUNTER
GROUND F.F.L. +450
WIDTH : 1500 RISER : 150 TREAD : 300 NO. OF TREAD : 24
OPEN INTERACTIVE SPACES
DINING HALL (CAPACITY 120)
2500MM WIDE CORRIDOR
GROUND F.F.L. +450
UP
GUARD TABLE
6100MM WIDE CORRIDOR
STORE ROOM
GYMNASIUM
WAITING LOUNGE
5450
UP
WIDTH : 1500 RISER : 150 TREAD : 300 NO. OF TREAD : 24
2500MM WIDE CORRIDOR
OPEN INTERACTIVE SPACES
GROUND F.F.L. +450
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
UP
6250
CARE TAKER OFFICE
GAME ROOM
WARDEN OFFICE
GUEST ROOM
OPEN INTERACTIVE SPACES
A
TOILET
PLUMBING SHAFT
C
D
PANTRY
B
NICEE_IIT > earthquake_hostel complex
earthquake resistant building
4500
4500 15
16
4500 14
4500 12
11
9
4500
4500
13
2200
5650
10
6
4
2200
4500
8
4500
7
4500
3 3'
1
1100 4500
5
350 3050
2 2'
4500
GROUND FLOOR PLAN
Balcony
Balcony
G
Balcony
6200
Balcony
Balcony
P.S.
Balcony LIFT
LIFT
5600
E
F
Toilet
GROUND F.F.L. +450
Balcony
Balcony Balcony
Balcony
Balcony
Balcony
74
Balcony
WIDTH : 2000 RISER : 150 TREAD : 300 NO. OF TREAD : 24
6250
Toilet
Balcony
Balcony
Balcony
4500
Balcony
4500 13
4500 12
4500 11
2200 10
5650
9
8
2200
7
4500
6
4500
5
4
4500
4500 14
1100 4500
3 3'
350 3050
2 2'
1
4500
P.S. Balcony
4500 16
A
Balcony
15
5450
Balcony
Balcony
B
C
Balcony
Balcony Balcony
UP
[08.00] earthquake_hostel complex
D
6100MM WIDE CORRIDOR
TYPICAL FLOOR PLAN
Girl’s Hostel Plan
Shear Wall Moment Resistant Wall
2018/2021 SSAA v[01]
X Direction – 2 MRF with 6 bays each Column – 450x450 mm Y Direction – 2 Shear Walls of 5.5 m length each, thickness 230 mm
Earthquake Resistant Report Resist Software
X Direction – 2 MRF with 6 bays each Column – 450x450 mm Y Direction – 2 Shear Walls of 3 m length each, thickness 300 mm
X Direction – 4 MRF with 5 bays each Column – 550 x 550 mm
X Direction – 3 MRF with 1 bays each Column – 600 x 600 mm
Y Direction – 2 Shear Walls of 6 m length each, thickness 230 mm
Y Direction – 2 MRF with 2 bays each Column – 550 x 550 mm 73 75
R_M > Dis_rebuilding_kashi
dissertation
rebuilding kashi: erosion or metamorphosis? Semester : VII Guide : Ar. Teenu J. Thaikattli
Dissertation
Abstract Varanasi being one of the oldest continuously consistently occupied urban communities of India, with its rich social legacy of culture invites huge number of tourists both from the nation and abroad to its land. The major part of these visitors are pilgrims who come to visit the world-famous shrine of Kashi Vishwanath Temple and the riverfront ghats to take holy dip in river Ganges. With the expansion in the travel industry because of transportation innovation the city is adapting toWW the issues to take into account such enormous populace of its resident just as the vacationers. Thinking about the quantity of guests, the developing necessities of its resident and to get the city together to global norms, different undertakings under Smart City Mission has begun. Among its different undertakings, “Kashi Vishwanath Temple Corridor Project” has been the focal point of all the major developments in the city which involves urban regeneration around the holy shrine. Similarly, many projects have been undergoing in respect to urban development of Varanasi to construct it into a smart city. This research focuses on the individuals or communities affected and displaced in the process of redevelopment around ghats and galis and to study the social impact that the intervention has created on the communities that lived as a whole and the individuals who make up that community by means of onsite interviews with the locals and officials as wells as understanding the historical context of the site in relation to the different phases of development that took place.
[09.00] dis_rebuilding kashi
This study, therefore, aspires to uncover the spatial qualities of the galis and ghats in terms of its physical characteristics based on the tool given by Reid Ewing, Clemente, and Handy, which includes imageability, enclosure, human scale, transparency, and complexity, and to establish the relevance of these qualities in Indian religious galis.
76
2018/2021 SSAA v[01]
77
A_deg > ad_the estuary
a transit hub
internship
[01.00] ad_the estuary
Firm: Design Centre, Varanasi Fall of 2020 Project: Commercial Area: 10 acres Client: Sanjeev Singh Location: Ludhiana
78
3d Visualisation
2018/2021 SSAA v[01]
79
[10.00] fw_internship
Extra > fw_internship
3d visualization
Firm: J.M. Creations, Ludhiana Project: Residential Built-up area: 2500 sq.yards. Location: Chandigarh
2018/2021 SSAA v[01]
Firm: J.M. Creations, Ludhiana Project: Group Housing Area: 2.25 acres Location: Bhatinda
[10.00] fw_internship
Extra > fw_internship
3d visualization
Firm: Design Centre, Varanasi Project: Group Housing Built-up area: 3.5 acres Location: Allahabad
2018/2021 SSAA v[01]
Firm: Design Centre, Varanasi Project: Group Housing Built-up area: 3.5 acres Location: Allahabad
[01.00] ad_the estuary
A_deg > ad_the estuary a transit hub
visual art
84
2018/2021 SSAA v[01]
85
[01.00] ad_the estuary
A_deg > ad_the estuary a transit hub
Chandni Chowk
Old Delhi, 2022
86
2018/2021 SSAA v[01]
87
[11.00] ph_visual art
O_works > ph_visual art
architecture photography
88
gali banaras’18
shri rataneshwar temple banaras’19
2018/2021 SSAA v[01]
steps banaras’20
chandelier at GRT hotel chennai’21
89
[11.00] ph_visual art
O_works > ph_visual art
architecture photography illustration and kiosk
90
Digital illustration made using Adobe Illustrator
2018/2021 SSAA v[01]
inside globe semester IV
Inspired by nature, this seating is perfect for outdoors, gardens, play schools and can also be used as a gazebo. Covered yet not detached by nature since it has glass structure, serene view outside yet not exposed to bad weather. 91
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Shivangi Singh +91 6388061742 | ar.shivangisingh07@gmail.com