ARAV KUMAR academic & professional portfolio 2008 - 2016 Arav Kumar,2017
Conte nt s Aca d e m i c w o rk K i net i c Trans p o rt hub Sc af fo l d R i s e P i xe l Ci t y Fut ure Ho us i ng Sy s te m s P ro fe s s i o n a l w o rk I nd i an I ns t i t ute o f te c hno l o g y, Ro p ar I nd i an I ns t i t ute o f te c hno l o g y, J o d hp ur A ll d raw i n g s, re n d ers & m odel s h ave been produ ced by th e au th or u n l es s oth er wis e s tated
Kinetic Transport hub Chandigarh, India 300 acres site area Undergraduate thesis project (Individual work) 5th Year/10th semester(Jan-Jun,2013) Project supervisor: Mr Bodh Saraswat (bodh.saraswat@acplonline.com bodhsaraswat@yahoo.co.in)
The thesis examines the formal and programmatic expansion of one of the most efficient generic spaces, The International Airport Hub by serving the specific needs of an increasingly common mobile citizen. One of the main challenges of airport design is flexibility in expansion possibilities. WHY is it that an airport hub exhausts its aviation capacity the same year it commences operation? Can we accurately predict passenger(PAX) forecast growth rate ? Chandigarh Airport which began construction late 2012 was the preferred site option since it exhibits similar problems. The terminal was built taking the following PAX forecast2012-13: 0.34 million pax per annum(mppa) 2030-31: 1.20 mppa While according to data as of 2013 pax traffic for the year 2011-12 was 0.80 mppa which is in excess of 0.5mppa, hence the current PAX influx is much more than the terminal being built can accommodate.
Aerial View: kinetic transport hub
Current airport capacity 2030-31: 1.20 mppa
PAX peak hour Expected Projections taking new data into consideration 2030-31: 3,70 mppa
PAX per day
PAX per year
Terminal Capacity
The question that arises is whether the conventional methods of calculating capacity be relied upon? What sort of airport do we need? What is the right way to configure our capacity?
Elevated road to Departure level
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Simple concept 15 planes at gates 20 remote planes
Pier concept 1 30 planes at gates *jet blast problem *no secondary taxiway
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Site area-300 acres/123 Hectares The site lies between 3 cities i.e. Mohali , Chandigarh and Panchkula. Presently the airport is connected from Chandigarh side while a major road is being constructed to connect it from Mohali side. The site for the integrated terminal will be accessed from the Mohali side. There are only a few villages near the site , other than that the site is surrounded by airport land on all side with the existing airport lying towards the north.
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1 Fuel company 2 Cargo terminal
Departure PAX movement Arrival PAX movement Service movement
Pier concept 2 33 planes at gates *jet blast & taxiway problem solved
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Hanger Fire station Services Surface parking & Mlcp Commercial development AAI Colony
Final massing shapes after fluid airplane movement integration
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Parking 5
Commercial
Residential
top: Master plan components & traffic movement left: Terminal massing iteration
Hinge Exploration
The problem question now directs us to look into the Kinetic aspects of a space. My Dissertation paper “Motion in Form� was a research on kinetic architecture which helped me understand the following problem statements:
Hinge although being cyclic can be continuous. Hinge mechanism occurs around
What is kinetic architecture? What are the mechanism that brings upon a transformation in a structure ?
an axis & hence associated surface affects movement. It appears to be a very flexible motion.
The findings helped understand the basic principles behind a structure of a system capable of transitioning between different formal configurations.
Parameters for Case Study analysis TYPOLOGY
MECHANISM
STRUCTURE
PERIODICITY OF MOTION frequency-1 (daily)
Deployable
Swivel/pivot
High structural capacity
Embedded
Rotate
Small structural capacity
frequency-2 (over weeks)
Dynamic
Hinge
No structural capacity
frequency-3 (monthly)
Slide Exploration It is bound to the initial no of spaces created when not in use 2 spaces are packed into one another hence making the smallest space effectively useful.
Slide Fold Scissor
NAME
TYPOLOGY
MECHANISM
EXPANDABLE DOME
spatial optimizing
Chuck Hoberman
contextual adaptability
MUSCLE TOWER-1
spatial optimizing
Kas Oosterhuis
STRANDBEEST Jansen
RESPONSIVE WALL
APPLICATION
linkage crankshaft spine that rotates
STRUCTURAL
BEHAVIOR
TIME SPAN
medium speed uni dirctional
high speed multi dirctional
spatial optimizing
high speed uni dirctional
contextual adaptability
high speed multi dirctional
spatial optimizing
slow speed, verticle & horizontal movement
Rotate/Pivot Exploration Act of rotating around an axis very limited. Problem of weather tightness Similar problems to sliding
Fold /Unfold Exploration
M.I.T
OLYMPIC TENNIS CENTER, MADRID
Case study analysis shows that hinge,slide,rotate/pivot,& fold are the most common types of mechanism used in kinetic structures.
Changeability of geometry of structure possible,hence possible to map (match) the structure to any shape. Due to flexibility exhibited fold system 3d Explorations
Physical model Explorations
Folding Pattern Explorations The folding principle is considered the easiest one to employ and therefore it is the most widespread. There are infinite ways to transform an interior or exterior space by using folding surfaces, linear components or flexible materials. Models with folding elements are considered an economical solution, especially because of the straightforwardness of their application -linear and radial movement of the folding elements.
X- FORM SPANS-DIAMOND PLEAT
Initial concept sketch of pleat geometry
X-FORM Spans was singled out from the different patterns explored due to their inherent property to expand in a linear axis which helps in bridging the gap between phase 1 & 2 terminal block. This mechanism helps in a scenario where phase 1 terminal’s passenger handling capacity exhausts and while the phase 2 terminal will take considerable time to be fully functional the folded mechanism can be quickly expanded so as to accommodate the growing passenger numbers.
PROJECT: TYPOLOGY:
SPREAD - CHANDIGARH INT’L AIRPORT EMBEDDED - Embedded Kinetic Structures are systems that exist within a larger architectural whole in a fixed location. The primary function is to control the larger architectural system or building, in response to changing factors.
MECHANISM: SCISSOR LINKAGE - primary system It defines a single degree of freedom. This system helps in minimizing the control mechanism to one variable since all pair are linked to each other the rotation of one will affect the other.
Sub systems SLIDING
Diamond pleat pattern superimposed on physical model
HINGE
Digital model with kinetic mechanism
ROTATION/PIVOT
APPLICATION:
SPATIAL OPTIMIZATION- seeks to optimize the structure to its usage changing needs according to usage to changing factors.
STRUCTURAL:
HIGH STRUCTURAL CAPACITY
BEHAVIOR:
UNIDIRECTIONAL
TIME LINE:
FREQUENCY 3 (MONTHLY)more humanistic value can change like average amount of visitors in a certain area
Physical model Exploring freedom of movement
Design
Departure passenger movement
Planning Domestic International
Exoskeleton
Arrival passenger movement
Modular Dynamic
Built mass north-south oriented Skylight located in the opposite direction of sun path Titled external facade to reflect the majority of incident solar light ray from south side Ventilated external glass facade to reduce solar heat gain Rain will be collected at the low point of the roof and will be harvested by the rainwater recycling system for reuse.
Departure lvl-3
Arrival Gates
Phasing
Phase -3
Phase -2
Gates Retail/f&b Security/Immigration & customs Check In & Baggage Airport entry
Deployment of kinetic module Phase -1 Arrival lvl-1
gate lounge
gate lounge
dep arture
1. Atm 2. Currency Exchange 3. Telephone 4. Self check-in 5. Pharmacy 6. Prayer room 7. Handicap room 8. Smoking room 9. Security post
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lounge 9
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8
immigration
check in
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9
check in
concourse 4
5
Departure Lvl 2
4
3
dom. pax dep. bus lounge
arrival gate
+10m
1
kerb
arrival gate
+18m
security
to sky lounge security
Sky Lounge F&B/Retail
to sky lounge
Departure Level
apron facility
dom. pax dep. bus lounge
Arrival/Dep gates Lvl +6m
arrival gate
Toilets
Service & Fire St. Pax vertical movement Landscape Building Services Office Zone F&B Retail Lounge Child care & M.I. Room
baggage reclaim
Arrival Lvl
immigration
+0.6m
customs
concourse kerb
Departure Pax movement
Arrival Level
Arrival Pax movement Vertical Circulation
top: exploded view left: terminal floor plans
Kinetic -Origami Module Expansion
Kinetic -Origami Module - Section
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Steel guide rail fixed with steel plate bolted to foundation Electric motor batteries rolling gear: gearbox with chain drive Stretchable fabric Metal tube holding batteries Metal tube Steel plate Aluminum clamping strip Thermal insulation steel section
Kinetic -Origami Module View
Module - Plan
Module - Axonometric
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Module - Interior structure detail
Blow up detail
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Detail -A Sliding Mechanism
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Fabric to structure attachment detail
flexible node with ball & socket joint connection for free angle movement image above by Alexis Rochas: Still Robot
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Space frame as/structure 8
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1 Det-b
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Steel Column
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Dep lvl(+10m) Concourse
Elevated Road
Detail -B 1 2 3 4 5 6
Detail -C
Fixing of curtain wall to space frame Clear glass/fritted glass Bottom node Top node Diagonal member Fixing of steel column to space frame
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E
Arrival lvl(+00) 2 Lane Road
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Concourse
2 Lane Road Kerb
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3
Detail -D Profile roofing sheet Insulation Trapezoidal steel deck Z section Acp fascia fixed to aluminum channel Sq. hollow section fixed to space frame Tube members Welded connection Ms horizontal member Aluminum c channel Acp fascia
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Service Road
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Detail -A
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Detail -A
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Detail -E
100 thk flooring Metal decking R.C.C beam as/structure M.S. member Fixed to beam with bolts 75x75x6mm, 132 wide M.S. welded to base plate
1 2 3 4 5
5 Detail -F
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Mullion member 132x132x5.4 thk.sq. hollow section in elev. Edge of 12 thk toughened clear glass R.C.C beam as/structure Transom member 132x132x5.4 thk.sq. hollow section 132x132x5.4 thk.sq. hollow tie connection
4 1 2 3 4 5 6 7
Detail -G
Steel horizontal & inclined member Stiffeners welded with base plate & members Base plate R.C.C beam Lugs welded to base plate Anchorage of mullion 12 mm toughened glass
Part elevation showing framing over main girder for supporting skylight
section through girder
Part elevation showing framing over main girder for supporting roofing section Main girder
Main girder
L
Main girder
Support members for skylight
Runners
J
K
Detail -H
2 1 3
7 8 4
Glazing Detail
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3 2 5
5 6 Detail -J
Detail -K
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Detail -L
H
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10mm thk tempered glass Purlin Aluminum flashing cover plate Primary girder Runner Secondary girder Kalzip profile sheeting 12mm plaster fiber board Kalzip plain sheet 50 mm thermal insulation Vapor control barrier Fix clip 0.7mm Trapezoidal sheeting
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Typical roofing detail
Departure lvl
Check -In
Security
Arrival gates
offices
Arrival lvl Parking lvl
Dep gates
Baggage Reclaim
Baggage Handling
Dep/Arrival gates
The aim of this Competition is to design a temporary, free standing INFORMATION PAVILION within the world famous Trafalgar Square in the Heart of London during the 2012 Games. The competition hopes to achieve the following: _Encourage and reward design excellence at a small scale which integrates function, structure, details and the spirit of the games. _Research, respond to and highlight the unique aspects of designing an information pavilion that will be used by visitors during the games. _Encourage the employment of sustainable design in all aspects of the proposal.
Scaffoldrise London,England 250sm pavilion space Competition Studio(Group work-2) Role: Design Exploration & conceptualization 4thYear/7th semester(Apr-Jun,2011) Project supervisor: Ms Ritu Verma (rituv.2014@gmail.com
1 3 4
Pedestrian activity & accessibility lines
View patterns
Olympic venue location from center
Red Dots- Stationary Pedestrian Circulation to gallery Everyday circulation through square Tourist circulation within the square
Charting viewing angles from prominent location within the square so as to compute favorable location for the pavilion.
Installing ribbon screens across the square which feeds live news coverage of the olympics. Each ribbon being venue specific.
No stoppages allowed near square Bus stop in south east side Dense influx from south side Parking areas in south side during festivities but not for general public.
2
Generated Pattern 1. Possible site areas for built part Major part near staircase Not in the way of main pedestrian movement nor the main visual axis Away from street side Enhancing visual connectivity through Street 2. Sun courts over fountains 3. Major chunk mass near the east side i.ebus stop enhancing connectivity 4. News feed in the direction of venues
Legend
Site Plan
1 semi -open cafe (100 sqm.) 2 open souvenir& information center (storage under the ramp) 3 ramp up to cafe & sun courts. 4 toilet for cafe and plant room below 5 viewing deck / sun courts 6 ribbon screen (venue specific info & news) 7 administration 8 main display screen
Detail Plan The design strategy involves connection with the large urban scale symbolically and psychologically. A study of the traffic flow suggested that there is a very strong existing flow of movement around both the fountains on the ground. But the square has always been experienced from a human eye level.
View of pavilion London as a city has witnessed construction throughout its evolution. The Olympics have given further more reason for more development and construction, thus resulting in the construction of new stadiums and infrastructure. The technique in construction uses a lot of equipments which become unusable later. The idea revolves around such material used. The use of scaffolding during construction is an age old technique used till date.
Thus a separate circulation leading to a viewing pavilion has been provided leaving the movement on the ground unhindered. The pavilion over the fountain has provided an experience never experienced before.
Urban Connectivity
Materiality & Structure
Program
View of sun courts
View from ramps
Image 2012
Form
Interface
Micro Environment
STRUCTURE
Physical Model Study
3D Model Study The scaffoldings have the potential to be used as structural material for temporary pavilions. The life cycle of a scaffold has been increased by extracting it from a stage where it is dismantled to be casted into a different product. The principles of assembly-disassembly, order-disorder, outside- inside have been used to design .construct and modulate the whole pavilion. DETAIL
Ball & Socket Joinery -Movement in Z-Axis up to 150 degrees
Swivel Joinery -Movement in Z-Axis up to 180 degrees
The scaffoldings have helped in developing a system which can be molded in a number of probabilities according to the function, context and activities. People walk on the ramps made of scaffoldings, which forms the roof as well as supporting structures as columns. Thus extending the life cycle of a construction material i.e. scaffolding and devising the idea of sustainability in a city. Aerial View
After a thorough morphological study of a city block of approx. 8000 ha a site had to be selected on the basis of the swot analysis done with an area constraint of 20-30 ha. Extensive studies were done on building heights, accessibility, land use, pubic spaces & unit plans after which strengths and weakness of the site were specified which led to the vision for the city block for the next 50 yrs.
1000m
The vision were 1. Home for all 2. Tourist destination 3. Sustainability The site for the housing cum commercial project was to be selected on these basis. The site was selected in sector 43 , Gurgaon around an unused lake .This project explores the opportunity of rejuvenating the lake and the green belt and transforming it into a tourist hub.
800m
Pixel City Future Housing Systems 7
2 3
1 4
1 3
SITE
Gurgaon,New-Delhi 65 Acres Residential Area Housing Studio (Group Work-3) Role: Design Exploration & conceptualization & 3d development 4thYear/8th semester(Jan-May,2012) Project supervisor: Ms Ritu Verma (rituv.2014@gmail.com)
63
2 6 3
2
1
500m
1 6 7
2 5
1
1
3
5 2
Existing road network Proposed road network
Green belt
Residential
Design Iteration
Commercial
ACCESSIBILITY - Proximity to Arterial road Adjacent to high density high-rise Presence of school and colleges Site provides introversion for the H.I.G group (targeted residential class for housing) 5 Bio Diversity Park - Tourist Attraction 6 Attractive Commercial front of sector 7 Healthcare facilities
1 2 3 4
Symmetrical arrangement based on cohesion
1 Potential for reviving water body 2 Green belt 3 Iconic - Commercial front
1 Proposing a sub - arterial road which was earlier missing through the sectors . This road to be lined with commercial and recreational activity . 2 Proposed green walking corridor along the lake 3 Reviving the water body 4 Since the site is naturally divided by the lake, the smaller part of the site to be commercialized and turned into a tourist hub, 5 Proposing public parks in the green belt.
Asymmetrical arrangement based on heights & views towards lake & green belt
10-16m row 6m row
Accessibility
Pedestrian track
a b c d e f g h i j k l
The woods Water park Cricket ground Play hills Meditation garden Duck pond Play ground Amphi/congregation center Club Retail plaza Haat Sports area
k
j
l
i Residential-high-rise
g
Residential-mid-rise Residential-walk-ups
a
g
Residential-villas Recreational club Recreational hall
g
Recreational haat
Building use
f
Commercial-mixed
c
b
e
d
G-G+1 G+2 G+4 G+9
Building heigths
G+11-25
Site Plan
private
The blocks are rotated 180 degrees and then stacked together to form spaces through which we attain green slabs
Steel is used as a main structural member, each unit is prefab,the cantilevers are bound by tensile cables. The torsion force gives it static stability for dynamic stability against wind loads and earthquakes.
lvl 2.1 -Unit type 2 with terrace
public
Unit type -1
Towe r D es ign Deve lopme n t
U n it D esig n Develop ment
The basic form is stacked together to make a tower comprising of flats
lvl 2.2 -Unit type 2
Private terraces & green slabs are introduced inducing the porosity.
lvl 3 -Unit type 1 with terrace
The private spaces are pushed upwards to enhance privacy
lvl 1-Unit type 1
Taking an 11x10 grid, the form is split into public ,semi public and private spaces.
Core to unit circulation Down movement Up movement
Unit type -2
The lift/service cores & shafts form the superstructure with individual units plugged in to it as shown in the detail below .The structure exhibits qualities of adaptability & flexibility unfamiliar to the conventional mega-structure housing typology. The dynamic forces of every module is brought to the ground by descending blocks as a result every vertical rise needs to be associated with a horizontal spread forming an organic relationship between the two. The community grows organically on this structural blueprint it can start as a single grid and over a period, evolve into an entire city. 1 2 3 4
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3
2
1
Structural core & shafts Core to unit plates Residential units Combined tower design
Storage tanks Tank less hot water heater Converter & battery storage Centralized HVAC system
High tension bolts connecting units to structural shafts
Structural shaft encasing service lines
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10 9
Core to unit circulation Down movement Up movement
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4 7 10
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Building Technology
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1 2 3 4 5 6 7 8 9 10
structural core entrance verandah green terrace living room dining kitchen powder room guest bedroom toilet bedroom
Wind stalks Pv cells Prefab units Hydro ponics Rain water harvesting
The proposal aims to create a sustainable habitat that produces biofuel using human waste, along with several interventions to generate clean energy.
Building Services
Structural Deck Encasing Building services Glass railing
MS Plate Radiant flooring heating system
Steel stairs
Steel studs
Acp Cladding Vitrified tile flooring
Gypsum Board
High performance double insulated glass
Fiberglass Insulation
CC 1:2:4 with reinforcement
Sound proof board
Metal deck
Acoustical sealant Wall Detail
Brise soleil
C Chanel in MS Flooring Detail
MS member
Indian Institute Of Technology, Ropar Punjab, India 500 acres site area Professional project (Jan 2014-Oct16) Role: Concept Design, 3d Development & Presentation & preparing Working Drawing of Admin block Project supervisor: Mr Raman Sikka
The administration block which comprises of Phase-1 is located centrally in 4 acre of area in the master plan & was conceptualized to generate a form that symbolizes strength and acts an anchor for the entire campus while being an iconic built form. Steel as a material was used to showcase its inherent quality of toughness,ductility & sleekness combined with cutting edge technology as one would relate with IIT to achieve a dramatic final product. The resultant form appears both light & grounded at the same time creating shaded space allowing greater outdoor space for interaction for its users.
Ground floor plan
Schematic structural concept
Shadow & Day light simulations were carried out to determine the illumination levels the result was a daylight area of >75% in the regularly occupied area.
High performance , low –e, low iron insulating clear glass curtain wall with modern architectural metal wall with perforated finishes.
light weight structural exoskeleton <40% wwr (wall to window ratio) with high performance glazing with 6” thk. dense foam insulators covers all other exterior walls
Steel girder as exoskeleton Steel allows cantilever possibilities. Minimum wastage area in peripheral skin Light weight structure compare to conventional RCC Off site assembly
Air-Conditioning System • Vam chillers • Chilled beam system • Geothermal heat exchange system
Hot air escapes
Roof Insulation
Water management Hot water
Rooftop rainwater
Flushing water tank
Hvac chiller
Absorption chiller Geothermal
Harvesting tank
Solar gain
For horticulture
Treated grey water
High performace double glaze unit
Grey water Treatment
Double skin structural girder acts as protective skin
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Wall Detail- 1
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18 16
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acp cladding S.H.S 150X150X6 thk. R.H.S. 200X300X8 thk S.H.S 150X150X6 thk. bracing 150X60X6 thk M.S. member Heat resistant tile on cement mortar Screed W.P. M embrane Metal deck 1.2mm thk. 24mm thk glass (6mm +12mm air gap+6 mm) High performance double insulated glass of external 6 thk & reflective glass internal 6 thk. 250x250 MS Member in elevaton Glass panel 25x25 C-channel in alum/M.S. 23X23 Wooden bearing G.I L-cleat 50 mm thk insulation 19mm thk commercial board
19 4mm thk veneer 20 Vitrified tiles flooring 21 Cement mortar 22 750 high R.CC wall 23 R.C.C beam 24 Granite cladding 25 150 thk block 26 115 thk brick wall 27 Broom finish plinth protection 28 Plinth beam 29 100mm thk PCC
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A
4 3 2 1 7 8
1 234
Detail - A
C
B
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13
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20
Detail - B 21 23 10 24
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Wall Detail - 2
16 1 Heat resistant tiles on cement mortar 2 Screed 3 WP Membrane over M-20 with reinforcement in slope 4 Metal deck 1.2mm Thk 5 M.S. Hollow section 150x150x3 6 1200 High 160x160 member 7 ACP Cladding 8 MS Structure 9 50mm thk insulation 10 12mm thk gypsum board 11 150 thk RCC up stand 12 25x20x2.6mm MS Hollow section
Detail - C 13 100mm high skirting 14 Vitrified tiles flooring 15 Cement mortar 16 4mm thk ACP 17 25X25X2.6mm C-Channel in MS 18 200X200 M.S 19 50 Dia SS Railing 20 50 Thk flooring 21 CC 1:2:4 with reinforcement 22 Glazing 23 Metal Deck 24600 Dia RCC column 25 700 Dia RCC column
25
Connecting Bridge Detail
Indian Institute Of Technology, Jodhpur
Curvilinear Structural slab
Rajasthan, India 150 acres site area Professional project (Sep 2013-Mar16)
Academic area
Role: Project Architect- Concept Design, 3d Development & Presentation & preparing Working Drawing Project supervisor: Mr Raman Sikka
The vision for IIT Jodhpur to be a ‘Smart-Intelligent Eco-Campus’ aims to achieve social, economic and environmental sustainability. Located in the challenging site within the Thar Desert region, the architecture draws it’s references from the surrounding sand dunes, giving an impression of being emerged from sand dunes and forming the skyline. The form and layout of the university at Jodhpur was derived from the oasis, The concept of the oasis forms the basic component of the university’s Masterplan. Water is collected by constructing a series of earthen bunds akin to the traditional irrigation ponds in Rajasthan called johads. The bund encloses the Main Campus, provides protection from adverse wind and shelters a central oasis pool. A series of dry creeks and water channels emanate from the pool, and form the heart of the core Campus. It is where people meet and where the entrances to all the faculties lie. It is a contemplative space sheltered from the potentially harsh desert environment. This allows the space to be full of activity and university life, forming the true living and learning centre to the university.
Academic area
Lattice window panel
Double Skin
Masterplan & Sketch by Bdp architects & SHIFT
Interior View by Sikka Assosiates
Elevation
Ground floor plan
1 RCC Slab 2 50mm thk average screed (1:1:3) laid in 1:200 slope 3 150mm thk xps panel laid over screed 4 Plastic sheet laid over xps to avoid water seepage 5 Geo-textile laid over xps panels as per spec 6 50mm uniform screed 1:1:3 laid over geotextile 7 120mm thk brickbat coba laid in 1:100 slope 8 100mm thk high albedo finish (white colored tiles) 9 400mm wide drain channel 10 Highest point on curved slab 11 Beam in elevation 12 Opening in stone masonry 10
Admin Block Views 8 7 6 5 4 3 2 1
9 10
9
11
11
Visitors office
Reception
Entrance porch double height
12 Drive way
Entrance porch double height
Notes:
800
50 200
1 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED
150
700
3 THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
1100
RELEVENT CONSULTANT SERVICES DRAWINGS & SPECS.
4 ANY DISCREPANCY IN DRG., TO BE BROCK FACEDT TO THE NOTICE
1500
OF ARCHITECTS BEFORE COMMENCEMENT OF WORK AT SITE.
970
1100
650
274
350
80
15mm plaster 15MM THICKthk PLASTER 20 40
2350
30mm thk machine cut dark jodhpur stone jamb 80MM THICK FLOOR FINISHING 80mm thk floor finish
MKG CONSULTANTS
A-8, PARYAVARAN COMPLEX INDIRA GANDHI NATIONAL OPEN UNIVERSITY ROAD NEW DELHI- 110 030, INDIA PHONE:- 29532257, 29532720 EMAIL: mkgconsultant@gmail.com
200
MASONRY AT 900 C/C DOUBLE GLAZED UPVC WINDOW AS PER DETAILS
ENGINEERING SERVICES CONSULTANTS
3RD FLOOR, LSC MARKET, VARDHMAN SOUTH PLAZA, POCKET H, SARITA VIHAR, NEW DELHI - 110076 PHONE:-011 2994 3394 EMAIL: escon86@gmail.com
STRUCTURAL CONSULTANT
MEHRO CONSULTANTS
A-1/36, SAFDARJUNG ENCLAVE, NEW DELHI-110029 TEL: 26169333/ 26172156 FAX: 46023052 EMAIL: shubham_mehro@rediffmail.com
OWNER
40
double glazed upvc window as/detail 30MM THICK MACHINE CUT DARK 30mm thk machine cut dark jodhpur stone jamb JODHPUR STONE JAMB 30MM THICK SANDSTONE JAALI AS / INDIAN INSTITUTE OF 30mm thk sandstone jaali as/design APPROVED DESIGN TECHNOLOGY, JODHPUR PROJECT
2350
600
450
25
750 250
ARCHITECT # 1 2 3 4 5
500
150
TYPICAL DETAIL AT PLINTH LVL
DETAIL AT D (SCALE 1:10)
S1
75
SEAL
REVISIONS DATE 2015.10.09 2016.02.25
ISSUED FOR
DESCRIPTION
STONE MASONRY REVISIONS - R1 PARAPET REVISIONS - R2
SCALE
1:25 @ A1
DATE ISSUED
2016/02/25
DRAWN BY
CHECKED BY
DWG NO.
565
SIKKA ASSOCIATES ARCHITECTS
URBAN DESIGN | MASTERPLAN | ARCHITECTURE | INTERIORS | ENGINEERING | PROJECT MANAGEMENT
window cill band(machinecut dark jodhpur stone) 30mm thk stone coursed wall 70MM THICK XPS 70mm thkINSULATION xps insulation 230MM THICK BRICK WALL 230mm thk brick wall 80MM FLOOR FINISH 80mm floor finish 150mm thk pcc as/structure 150MM THICK PCC AS PER STRUCTURE 600X750MM THICK PERIPHERAL 600x750mm thk peripheral plinth beam as/structure PLINTH BEAM AS PER STRUCTURE PLINTH BAND (MACHINE CUT DARK plinth band JODHPUR STONE) hard murum HARD MURUM 300MM THICK STONE COURSED WALL AS PLINTH PROTECTION (MACHINE coursed wall as plinth protection 300mm thk stone CUT DARK JODHPUR STONE) 150MM THICK PCC BED pcc bed 150mm thk WINDOW CILL BAND (MACHINE CUT DARK JODHPUR STONE) 300MM THICK STONE COURSED WALL (ROCK-FACED LIGHT JODHPUR STONE)
BUILDING
50
175
DRAWING
185
15
440
25 75
750
TYPICAL WALL SECTION AT WINDOWS
OLD RESIDENCY ROAD, RATANADA, JODHPUR - 342011, PHONE: +912912449024, +912912516823 WEBSITE: www.iitj.ac.in
DOUBLE GLAZED UPVC SIDE HUNG side hung window as/detail double glazed upvc WINDOW AS PER DETAILS
200
TYPICAL DETAIL AT WINDOW CILL LVL
DETAIL AT C (SCALE 1:10)
970 80
450 150 250
LG-1 & LG-2, JEEWAN PRAKASH APTTS, 16-A, OKHLA, JAMIA NAGAR, NEW DELHI - 110025, INDIA PHONE:- 26322935, 26835976 EMAIL: ahcon@ahcon.in
12MM Ø MS BAR TO BE INSERTED 12mm diaTObar to be inserted while casting at 900 c/c WHILE CASTING HOLD STONE
2350 15 185
750
200
175
440
500
S2
ABID HUSAIN CONSULTANTS
PLUMB. & FIRE ELECT. CONSULTANT CONSULTANT CONSULTANT
25
EQ
20
300
EQ 25
200mm thk window stone cill
rcc slab rcc beam RCC BEAM AS PER as/structure STRUCTURE MACHINE CUT LIGHT JODHPUR STONE OVER BEAMS cut light jodhpur stone over beams machine
400
150
DETAIL AT B (SCALE 1:10)
TYPICAL DETAIL AT WINDOW LINTEL LVL
970 80 40
230
150
200 1150 300
20
300
70
225 50
angle cleat bolted to the jamb & wall jaali type -3
jaali type -5
12MM Ø MS BAR TO BE INSERTED 12mm diaTObar to be inserted while casting at 900 c/c WHILE CASTING HOLD STONE MASONRY AT 900 C/C cement mortar(1:1:4)
150
200
300
300
200
150
jaali type -2
jaali type -4
300
40
225
ALL MATERIAL FINISHES ARE TO BE EXPRESSEDLY APPROVED
rcc slab
300
75
FOR BASEMENT CUTOUTS - REFER SEPERATE DETAILS.
RUBBLE MASONRY rubble masonry MACHINE CUT DARK JODHPUR STONE machine cut dark jodhpur stone over terrace beams OVER TERRACE BEAMS
400
900
2350 200 1150
100
75 225
FOR ALL SERVICES DWGS - REFER SEPERATE DETAILS.
850x350 machine cut sandstone jaali type -1
BY THE ARCHITECT &/OR THE RELEVANT CONSULTANTS.
DETAIL AT A (SCALE 1:10)
300
300
300
FOR ALL STAIRS, ELEVATORS, TOILETS - REF SEPERATE DETAILS.
5 6 7 8
TYPICAL DETAIL AT PARAPET LVL
400
850
400
50
1500
650
1100
250
OTHERWISE.
Machine cutJODHPUR lightSTONE jodhpur stone MACHINE CUT LIGHT LINTEL BAND SPANNING COLUMN TO lintel band spanning column to column COLUMN 30MM THICK SANDSTONE JAALI AS / 30mm thk sandstone jaali APPROVED DESIGN 10MM THICK HIGH ALBEDO FINISH 10mm thk high albedo finish (WHITE COLORED TILES) 120MM THICK BRICK BAT COBA LAID 120mm thk brickbat coba laid in 1:100 slope IN 1:100 SLOPE LEGEND 50MM SCREEDuniform 1:1:3 LAID OVERscreed 1:1:3 laid over geotextile 50mm GEOTEXTILE ROCK FACED DARK JODHPUR GEOTEXTILE LAID OVER XPS PANELS Geo-textile laid over xps panels as per spec STONE AS PER SPECS ROCK FACED LIGHT JODHPUR PLASTIC SHEET LAID OVERlaid XPS TOover xps to avoid water seepage STONE Plastic sheet AVOID WATER SEEPAGE MACHINE CUT DARK JODHPUR STONE 150mm thk xps panel laid over screed 50MM THK SCREED 1:1:3 (AVERAGE) 50mm thk screed 1:1:3 2 NO DIMENSION IS TO BE SCALED OFF THE DRAWING.
PROJECT NO.
ON
800
IITJ/AZ/TD/D-01(R2)
Construction -Admin Block
Phase-2 Academic Block
PV panel
The solar grids are a disarmingly simple means of making best use of sun’s gifts, while enabling daylight penetration & yet simultaneously providing solar shading. That they provide architectural drama is a valuable bonus!
Details – South ventilated facade Identifying build able zone amidst existing trees
Natural ventilation through double skin building facade helps reduce building temperature
Brise soleil Vertical supports Support frame
Shading in summers
Courtyards facilitate cross ventilation
Light penetration in winters Details – West ventilated facade
Maximum shading during working hours
Double Skin solar facade around South & West
Direct light penetration during evening hours
Solar Panels facing south west