MArchD APPLIED DESIGN IN ARCHITECTURE PORTFOLIO

AISHWARYA JASWAL

MARCHD APPLIED DESIGN IN ARCHITECTURE Application ID: 19177595

TABLEOF CONTENTS CONSERVING HUMAN LIFE IN COMBAT: WAR SHELTERS AT AMRITSAR - THESIS PROJECT

REDEVELOPMENT OF GWALIOR RAILWAY STATION, INDIA - ACADEMIC- YEAR IV

CENTRE F O R TRAFFIC AWARENESS AN D ROAD SAFETY, P U N E , I N D I A : ACADEMIC YEAR II

COMPARISON

TIRUBALA FACTORY EXTENSION, KANPUR, INDIA: PROFESSIONAL PROJECT

MARUTI SUZUKI - COMPETENT MOTORS WORKSHOP, KULLU, INDIA- PROFESSIONAL PROJECT

1945

1930

1989

2009

2019-Future

NEED FOR SHELTERS AND RELEVANCE OF THIS TOPIC

India has evacuated over 36,000 people from its borders to escape death, ever since partition, staking the lives and fate of people living by the loc .

With the shelling happening as recent as 30-45 days back, it is faultless to say that india is not going to be in peace with the surrounding nations anytime in the near future

The shelters will provide a safe haven for the army that would otherwise not have much chance of survival in stone/brick houses.

Amongst other facilities provided by the shelters, one could make a list of plenty- keeping in mind the duration for which the shelters will be used and so on and so forth.

It will also help find a solution of settlement that not only prevents the locals from losing out on their lands, but also helps the army deployed near the loc to be able to use it as a hideout at the time of bombardment as well as shelling.

The construction and design strategies of these shelters have been derived after thorough study of the shelters (all over the world) built up-till now; the designs proposed for future with a comparison to the available resources in india and understanding how muchcould be adapted, if at all.

With countries like canada, north korea, usa, uk, sweden, germany- all being well aware of the current scenario, have enough design inputs to be able to construct fall out shelters it is time for india to gear up too and face the reality.

LIVE CASE STUDIES PLANNING AND CONSTRUCTION AL FEATURES

▪

▪

▪By the end of the war, 200 metres of tunnels, 2.10 metres high and between 1.3 and 2 metres wide had been dug, with three entrances.

▪Work on the tunnels started simultaneously from the three entrance points and the tunnels came from the east and central entrance were linked together as planned to make it easier for people to enter quickly and to leave the shelter in the event of one of the shelters becoming blocked.

▪Near the entrances, the tunnels were to zigzag or make a right-angled turn after a few yards.

REFUGIO 307, BARCELONA COUNTRY: SPAIN CITY: BARCELONA ADDRESS: CALLE NOU DE LA RAMBLA AREA: 340 M² CONSTRUCTION:1936

▪

▪

▪ ▪

▪ ▪ ▪

▪ ▪ ▪ ▪

FACILITIES PROVIDED AT THE TIME OF CONSTRUCTION, TRACES OF WHICH CAN STILL BE SEEN AND STUDIED

The plans for shelter 307(like a thousand more) featured some 400 metres of vaulted tunnels, 1.6 metres wide by 2 metres high, the walls lined throughout.

The capacity of the shelter,was for 2,000 people, which specified one metre of tunnel for every four people.

The first sites equipped as refugees were basements in homes and metro stations.

Like most of the air raid shelters in barcelona, built at the initiative of citizens.

The plans were drawn up by an engineer from poble-sec neighbourhood.

In each of three areas, there were two toilets and a washbasin.

Wooden benches were installed and fixed to the walls using brackets.

The plans of the shelter were rather like those of a mine and included about 400 m of catalan vaulted tunnels.

All the bends in the tunnel were to be curving to make it easier for the injured to be carried out on stretchers if necessary. In order to minimize the effect of any explosions.

SPACE FOR TOILETS

SPACE FOR FIREPLACE SPACE FOR BUNK BEDS HUNG ON WALLS

WOODEN BENCHES

SERVICES WELL THOUGHT OF AND PLACED, EVEN THOUGH CONSTRUCTED BY THE UN-TRAINED LOCALS

▪

▪

During the digging work, a spring was found in the place marked out for the first-aid post and a plumbing system was put into make use of the water.

The shelter had electrical wiring and a generator to keep the lighting system going during power cuts.

TRACES OF SPRING WATER

TRACES OF ELECTRICAL LINES SEEN PLACE FOR GENERATOR ON CEILING, WITH NICHES FOR STORAGE LIGHTS THROUGHOUT THE CEILING OF THE TUNNEL

In the central area, several essential services were planned- a sickbay, a first aid post, a storeroom for tools to be used if the tunnel collapsed and a bank of batteries.

There were also plans for constructing a space where children could play.

There were small niches in the walls to hold the recommended basic equipment: rescue tools, lanterns, reserves of drinking water and first aid kits.

There were also numerous signs on the walls giving information and instructions.

N O T E : A L L T.H E R E N D E R S , D W G S , G R A P H I C S , S I T E I M A G E S A R E P R E P A R E D B Y A I S H W A R Y A J A S W A L . H O W E V E R , T H E I M A G E R E F E R N C E S A R E T H R O U G H V A R I O U S R E S E A R C H E S .

BORDER SECURITY FORCES BUNKERS AT AMRITSAR ▪

Bsf bunkers presently at ▪ amritsar, constructed and maintained by the forces, still in use.

▪ Purpose- to be used during ▪ fusillade only.

▪ Facilities and spaces provided as ▪ per the requirement and ease of construction.

▪

▪ ▪

▪ ▪

Roofing system varied in the two different bunkers, flat slope with a soil mound as thick as 600mm above it. And a lean to roof slab connected to further flat slabs.

Location: tota canal Material: finely laid brick Bunkers to hold the capacity of 2-4 people at once.

The camouflage here, was within the sandy areas amongst the vegetation provided the perfect hidden location.

Minimum requirement of a room to look out from, along with a subordinate room- either for storage or had seating to be taken up by the soldiers.

No lines of electricity, no usage of drainage ways- making it clearer that the duration the bunker was to be used for, wasn’t more than a day.

It was realized that the bunkers were only being used during the daytime and hence, the lighting facility lacked.

More than 15 bunkers, of different designs show the advance thinking of the forces constructing these.

VIEW OF THE SLAB

VIEW OF THE BUNKER 1 FROM OUTSIDE

PLAN OF BUNKER 1

ELEVATION

SECTION OPENINGS TO HAVE A VIEW OF THE ENEMY ARMY.

SECTION

VIEW OF THE BUNKER 2 FROM OUTSIDE

OPENINGS TO HAVE A VIEW OF THE ENEMY ARMY PLAN OF BUNKER 2

▪ ▪ ▪

Located right beyond tota canal, it provided an advantage of nature from the enemy, who would have to cross the canal to be able to reach to the side of the bunkers.

Level differences created in sections, to break the line of sight for the person viewing the bunker from outsideimproving hideout quality.

Brick bunkers having whitewashed surfaces, clearly show the construction was taken up by the forces, as the construction techniques involved were conventional.

ELEVATION1

INFERENCES

The case studies have proven to be my strongest point, helping me with the design strategies as well as the construction details noted. Facilities understood, approaches taken towards bunker designing, be it in the historic realm or the current scenario, are pretty much same. What also seems enticing is that no matter where in the world, the bunker construction has always been similar.

CONSTRUCTIONAL MATERIALS CHOSEN AND WHY

FINELY LAID BRICKS

▪ ▪

▪

EXCAVATED ROCK SUPPORTED BY TIMBER STRUTS

RED CLAY SOIL

ENTRANCES TO THE SHELTER/BUNKER/TUNNEL

CONCRETE MORTAR AND/OR CONCRETE BLOCKS

Availability is the prime factor upon which the material chosen largely depends.

While excavation, in case of rocks, lateral support chosen has to be readily available hence we can see the avid use of timber in all these cases of excavation, unless the rock/soil was capable to sustain suspension.

Finely laid bricks or concrete blocks used as a way to ease down on the constructional process and to speed up.

THROUGH A SHAFT

▪ ▪

▪ ▪ ▪

AT RIGHT OR OBLIQUE ANGLES

SINGLE LEAF BLAST METAL DOOR, FILLED IN WITH CONCRETE

The primary aim here is to keep ▪ the entry/exit points unknown.

Oblique entrances help reduce ▪ the blast effect/fire from spreading.

The shaft entrances could also be used for ventilation, filtered.

Shafts restrict the entrace allowance, slows down the process of confluence.

And not suitable to be used by ▪ everyone.

▪

BURIAL BUNKER DEPTH

AT >6M DEEP BELOW GROUND LEVEL

MATERIAL SPECIFIC FEATURES REQUIRED BY THE BUNKERS

TYPES OF WAR:THE SHELTER DESIGNED DEPENDS ENTIRELY ON THIS FACTOR

WATER DRUM

AIR RAID: UNDERGROUND CONCRETE/BRICK BUNKERS FOR BETTER SAFETY.

CHEMICAL TOILETS

Providing blast doors to all the spaces would neglect the fire spread and will keep the situation handled.

Using filled containers for shielding: filled 5-gallon water containers can be moved quickly to provide additional shielding where needed to increase the protection factor of all or part of a shelter. If enough filled water containers are placed so as to cover the door with almost the equivalent of an 18- inch-thick "wall" of shielding water, the pf of the part of the shelter room near the door can be raised to about pf 1000.

Emergency lighting can always come handy, but a definite suitable measure, more long lasting than tin can candles has to be the default.

Chemical toilets reduce the usage of water hence, prove to be of upmost importance.

AT GROUND LEVEL 3-4 M BELOW GROUND LEVEL CONVENTIONAL: A BASIC ABOVE GROUND BRICK BUNKER WOULD WORK TOO.

TIN- CAN CANDLE LIGHTS

NUCLEAR: UNDERGROUND STEEL/RCC BUNKERS

NOTE: ALL THE RENDERS, DWGS, GRAPHICS, SITE IMAGES ARE PREPARE D BY AISHWARYA JASWAL. HOWEVER, THE IMAGE REFERNCES ARE THROUGH VARIOUS RESEARCHES.

FACILITIES/SPACES PROVIDED

LOCATIONS CHOSEN FOR BUNKER/TUNNEL LAYOUT

BESIDE A NATURAL CAMOUFAGE: HILL/ROCK

▪ ▪ ▪

BUNK BEDS IN BEDROOM

BASEMENTS OF PUBLIC BARREN LANDS BUILDINGS AWAY FROM SETTLEMENTS

The camouflage provided by any natural element is an added advantage. Just the blending in has to be planned wisely.

The farther the land is from the settlements, more is the walkable distance, hence not such a good idea to keep the shelters faraway from settlements.

Basements of public buildings can collapse at the time when the building collapses, if the hit misses, the basement survives, but it can prevent a few aspect of the radiations from entering, not completely though.

SERVICES INCORPORATION

WATER LINES

▪ ▪

▪

SEWAGE PIPES

▪ ▪ ▪ ▪ ▪

FIREPLACE DEPENDING UPON THE LOCATION OF THE SHELTER

CLINIC

TOILET NECESSITIES PRIORITIZEDIN BUNKERS FOR LONGER STAY

WAITING AREA

Bedrooms allotted to different families/soldiers are a necessity for the sake of privacy and to make the inhabitants comfortable, knowing the scenario outside.

In shelters present near the colder regions- the facilities comprised of heaters as well.

Clinic and make shift operation theatres prove to be one of the most important facilities, under the given circumstances.

Bunkers opted for longer stays have the basic necessity of toilets incorporated within themselves to act as a separate unit- away from the outside world, for the period of bombing/shelling.

Waiting areas inside the shelters to be used during the daytime, to create a sense of community belonging amongst one another.

CONSTRUCTION METHOD ADOPTED FOR THIS PROJECT : CUT AND COVER Cut and cover is the most commonly used underground, construction method. This is essentially an open excavation in which the structure is supported by retaining walls while it is built and then backfill placed above the completed facility. Intensively used for underground railway construction in India.

SOAK PIT

BORE WELL

Water and sewage lines have played an important role in almost all the bunkers designed for longer stays.

The use of what we may call soak pit, where the sewage lines were directed, has been avidly seen, describes efficient knowledge of the wastewater treatment even in the early days.

The digging up of well for constant supply of water, came to be termed as bore wells- nowadays, have been in efficient use as it was soon realized how the water necessity couldn’t only be catered by filling up and storing water drums.

SECURITY AND SURVIVABILITY UNDERGROUND BUNKERS OR ABOVEGROUND: Military installations are not the only facilities that have used underground construction techniques as protection from these threats. Another example is civil defence shelters to protect the civilian population from nuclear and conventional weapons effects. Nuclear power plants have also recently been considered for underground siting. Belowground siting provides nuclear power plants -with more protection from terrorists and aircraft impact than an aboveground facility unless tie latter is substantially hardened.

PROS: UNDERGROUND BUNKERS

PROS: ABOVEGROUND BUNKERS

The increased protection provided from threats of force

Not a viable option under:terrorists or subversives * Chemical-biological weapons * Air-delivered munitions * Artillery fire * Fuel-air explosions Well-armed military troops.

▪Minimizes attack points, the viable attack points are limited to entryways and structure penetration points, (for ducts, pipes, wiring, etc.).

The more deeply a, structure is buried, the more this is true.

A typical aboveground structure offers access through roof slabs and wall slabs as well as entryways and structure penetrations.

With suitable cost increases, it is possible to harden an aboveground facility to reduce the possibility of forced entry through roof and wall slabs.

Another advantage of an underground facility is that the security force needed to guard the facility is reduced.

Thus, the overall cost of constructing and maintaining an underground facility could be lower than that of an aboveground facility.

In this case, depending on the type of facility, such as a weapons storage facility, the cost of security personnel required could be quite high

Final advantage of underground siting for security purposes is capture of intruders. Because the likely mode of entry by intruders is through entryways, the threat becomes localized are easily identifiable. Providing sufficient physical intrusion protection in entryways to give security forces time to react properly will yield a natural place of entrapment

Although it is difficult for a terrorist group to enter a buried facility, it does become possible for them to make a facility inoperable. The use of sufficient high explosives at entryways could close down the structure, trapping personnel and contents.

NOTE: ALL THE RENDERS, DWGS, GRAPHICS, SITE IMAGES ARE PREPARE D BY AISHWARYA JASWAL. HOWEVER, THE IMAGE REFERNCES ARE THROUGH VARIOUS RESEARCHES.

RATIONALE OBJECTIVE OF SELECTING AMRITSAR War c l ouds w er e on th e h or i z on i n th e r ec ent pas t and pr edi c ti on of a w ar w as ever yone’ s fear . F or tunatel y i t w as aver ted b ut th e th r eat of i t s ti l l l ooms l ar ge. War i s never a s ol uti on to any pr ob l em or i s s ues and no c ountr y, h ow ever devel oped c an affor d a w ar . i t b r i ngs i n mas s i ve des tr uc ti on of peopl e, c aus es l os s of c ol os s al amount of nati onal i nfr as tr uc tur e, We h ave no per manent s ol uti ons for th at. Th e onl y s ol uti on to my mi nd i s , “w ar s h el ter s ” Th es e s h el ter s s h al l b e c ons tr uc ted i n mos t th i c kl y popul ated ar eas l i ke amr i ts ar , near th e b or der w h i c h h ave b een ex per i enc i ng th e i mpac t of w ar s i n th e pas t. Henc e , s el ec ted an open ar ea i n amr i tsar w h er e such war sh el ter s coul d b e constr ucted wi th al l i ed faci l i ti es w h er e peopl e c oul d r un i n to s ave th ei r l i ves . Wh i l e th e b unker s ar e c ons tr uc ted for a ver y s pec i fi c pur pos e i n th e for w ar d ar eas , to c ol l ec t and c ol l ate i nfo and i f need b e keep th e enemy engaged for s h or t dur ati on. Th e w ar s h el ter s ar e a s afe h aven i n th e event of nuc l ear b al l oon goi ng up.

EVACUATION DURING WAR-TIME

O ur govt h as s tar ted maki ng b ul l et pr oof b unker s near th e l oc - near s amb a al ong th e path ankot j ammu h i gh w ay and one s uc h b unker h as b een made at w agah as w e l l . T h i s b unker c an ac c ommodate 10 - 11 peopl e w i th ar ms and ammuni ti on and i s l i nked b y c ommuni c ati on tr enc h es / tunnel s .

POPULATION:11 LAKHS INCLUDING 2 LAKHS TOURISTS

Amr i ts ar i s a dens el y popul ated ar ea of ab out 9 l akh peopl e as i nh ab i tants and 2 l akh as tour i sts.

Wi th s h oppi ng mal l s , h os pi tal s l ac ki ng adequate b as ement enc l os ur e fac i l i ti es - to b e us ed at th e Wh i l e s el ec ti ng an ar ea for w ar s h el ter s , one h as to go i n for an ar ea c onnec ted b y r oad ti me of ai r r ai d attac ks or l and attac ks or i n th e netw or k, w ater r es our c es , el ec tr i c al s ub s tati ons and s o under gr ound c ab l i ng and w ater ex tr eme c ondi ti ons of a nuc l ear attac k, th er e r i s es a maj or nec es s i ty to c ome up w i th w ar s h el ter s uppl y w h i c h h ave to b e taken i nto ac c ount. pr ototype, at var i ous l oc ati ons of th e c i ty. I t w oul d l ar gel y depend upon th e peopl e i t pl ans to After an i ndepth s tudy of th e ar ti l l er y avai l ab l e w i th our nei gh b our i ng c ountr i es , th e r eh ab i l i tate, th e di s tanc e of var i ous r es i denti al unavai l ab i l i ty of ai r c r aft c ar r i er s or nuc l ear s ub mar i nes to l aunc h a s tr ong attac k on uni ts fr om th e s h el ter s and th e eas e of ac c es s at i ndi a, c ame to s ur fac e and th e need to c ompl etel y r el y on l ong r ange mi s s i l es w as th e ti me of w ar . i denti fi ed.

Henc e, amr i ts ar l es s th an 70 kms aw ay fr om th e l oc , i s a c i ty, th at c oul d eas i l y b e tar geted and des tr oyed w i th th e mos t b as i c w eaponr y - h atf 9( nas r : r egi onal name) th r ough th e l aunc h er s .

CASE 1

Th er e ar e pl enty of gr een c over s i n amr i ts ar , ac ti ng as a c amoufl age th e b as i c need for th es e s h el ter s , th e des i gn i s s o pr opos ed th at dur i ng an ai r r ai d, th e l oc ati on of th e s h el ter s h al l never b e s pec ul ated. Wi th a c l ear moti ve to c aus e mas s des tr uc ti on, th e r es i denti al ar eas ar e al w ays tar geted, not th e open gr ound c over s .

STUDY OF THE ARTILLERY CURRENTLY OWNED BY THE NEIGHBOURING COUNTRIES AND THEIR EFFECTS CASE 2

FIREBALL RADIUS: 300 M (0.28 KM²) Maximum size of the nuclear fireball; relevance to lived effects depends on height of detonation. If it touches the ground, the amount of radioactive fallout is significantly increased.

FIREBALL RADIUS: 190 M (0.11 KM²) maximum size of the nuclear fireball AIR BLAST RADIUS (20 PSI): 440 M (0.62 KM²) benchmark for heavy damage in cities.

AIR BLAST RADIUS (20 PSI): 0.65 KM (1.34 KM²) At 20 psi overpressure, heavily built concrete buildings are severely damaged or demolished; fatalities approach 100%. Often used as a standard benchmark for heavy damage in cities.

AIR BLAST RADIUS (5 PSI): 0.93 KM (2.74 KM²) standard benchmark for medium damage in cities.

AIR BLAST RADIUS (5 PSI): 1.37 KM (5.93 KM²) At 5 psi overpressure, most residential buildings collapse, injuries are universal, fatalities are widespread.

Often used as a standard benchmark for medium damage in cities.

RADIATION RADIUS (500 REM): 1.22 KM (4.64 KM²) 500 rem radiation dose; without medical treatment, there can be expected between 50% and 90% mortality from acute effects alone. Dying takes between several hours and several weeks.

THERMAL RADIATION RADIUS (3RD DEGREE BURNS): 1.31 KM (5.38 KM²) third degree burns extend throughout the layers of skin, and are often painless because they destroy the pain nerves.

They can cause severe scarring or disablement, and can require amputation. 100% probability for 3rd degree burns at this yield is 2 8.3 cal/cm .

AIR LAUNCHED CRUISE

AIR BLAST RADIUS (1 PSI): 2.4 KM (18.1 KM²) At a around 1 psi overpressure, glass windows can be expected to break. This can cause many injuries in a surrounding population who comes to a window after seeing the flash of a nuclear explosion (which travels faster than the pressure wave). Often used as a standard benchmark for light damage in cities.

NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

OTHER LAND BASED BALLISTIC MISSILES

RADIATION RADIUS (500 REM): 1.48 KM (6.87 KM²) 500 rem radiation dose; without medical treatment, there can be expected between 50% and 90% mortality from acute effects alone. Dying takes between several hours and several weeks.

THERMAL RADIATION RADIUS (3RD DEGREE BURNS): 2.19 KM (15 KM²) Third degree burns extend throughout the layers of skin, and are often painless because they destroy the pain nerves. They can cause severe scarring or disablement, and can require amputation. 100% probability for 3rd degree burns at this yield is 9.1 cal/cm2.

AIR BLAST RADIUS (1 PSI): 3.53 KM (39.1 KM²) At around 1 psi overpressure, glass windows can be expected to break. This can cause many injuries in a surrounding population who comes to a window after seeing the flash of a nuclear explosion (which travels faster than the pressure wave). Often used as a standard benchmark for light damage in cities

DETAILED SITE ANALYSIS

280 MTRS

B

A

360 MTRS

PANTHER GOLF COURSE, AMRITSAR: AREA: 1,33,062 SQ MT. NEIGHBORING CONTEXT Amritsar cantt. On the east Surrounded by residencial complexes from all sides: mahal sub urban(north west), adarsh nagar(residential complexes) Annual rainfall: is about 681 millimetres (26.8 in).

The lowest recorded temperature is −3.6 °c (25.5 °f), was recorded on 9 december 1996 and the highest temperature, 48.1 °c (118.6 °f), was recorded on 22 may 2013.

Mostly windy in: july/august Ground temperature: (alluvial soil) 1 feet deep> 90 degree farenheit- june RELIGIOUS 1312 SQM 70 degree farenheit- other days 6 feet deep= 90 degree farenheit- june CLINIC 772 SQM CANTEEN LIBRARY 4878 SQM 2900 SQM 13 feet deep< 86 degree farenheit- throughout

450 MTRS

60 MTRS

160 MTRS

60 MTRS

CONTROL RM 2000 SQM

290 MTRS

DORMITORY 24408 SQM

DEFENCE ENCLAVE

ADARSH NAGAR

AMRITSAR ARMY CANTT

MAHAL SUB URBAN RESIDENCES

SITE SHOWING THE PRESENCE OF TWO CONFLUENCE HALLS(MENTIONED A,B) LEADING UNDERGROUND TO THE BUNKERS

7M 7M 10M

2.23 MTRS

7M 7M

CONFLUENCE HALL TO TUNNEL

1 MTR

4M 10M

4M 4M 5M 7M

TUNNEL ENTRANCE

6M

3 MTRS 3 MTRS

5M

ROADS(WIDTH MENTIONED) SHOWING CONNECTIVITY OF THE SITE FROM THE SURROUNDINGS.

POPULATION PROPOSED SHELTER MUST CATER TO: ARMY CANTT: 11,300 PEOPLE MAHAL SUB URBAN: 1361 PEOPLE ADARS NAGAR: 3010 PEOPLE, TOTAL=15,671 PEOPLE

G+2

0102030405-

G+1

SECTION THROUGH CONFLUENCE HALL A TO THE BUNKERS UNDERGROUND

BUILT UP.:

SAND 300 MM 300 MM 400 MM 200 MM

GRAVEL FILL CONCRETE ROOF SLAB CONCRETE WALL WATERPROOFING LAYER

01 02 03 04 05

G

Hence stating that the site is primarily surrounded by ground floor structures, hence not a good cut down of the blast particles or wind.

UNDERSTANDING HOW THE SHELTERS AT PANTHER GOLF COURSE GIVE BIRTH TO NEWER PROTOTYPES IS IMPORTANT. THROUGH MY DESIGN, MY MAIN AIM IS TO FOCUS ON THE FEASIBIITY OF THIS BUNKER DESIGN SO AS TO BE ABLE TO RECREATE IT ANYWHERE IN INDIA. I FURTHER PICKED TWO MORE LOCATIONS FOR THE SAME PURPOSE THAT COULD ALSO SERVE WELL AS BUNKER HIDEOUTS. MAPPING THE AREA OF RESIDENCES OR PEOPLE IT PLANS TO CATER TO AND ANALYZING THE DISTANCE THEY’D HAVE TO WALK/RUN FOR IS CRUCIAL.

SITE A: PANTHER GOLF COURSE

SITE C: BOTANICAL GARDEN

PROTOTYPE LOCATED AT 3 PLACES: 15671/3= 5000 PEOPLE APPROX EACH. SHELTER AT PANTHER GOLF COURSE WILL CATER TO 4000 PEOPLE. SITE B: GURUNANAK DEV UNIVERSITY GARDEN NOTE: ALL THE RENDERS, SITE IMAGES, DWGS, GRAPHICS ARE PREPARE D BY AISHWARYA JASWAL

TYPICAL CLINIC (FOR 50) LAYOUT AND VIEW TYPICAL BUNKER LAYOUT AND VIEW

TYPICAL CANTEEN LAYOUT AND VIEW

TYPICAL UG SHELTER LVL-1/2 PLAN

BUNKERS BURIAL GROUND

CANTEEN HOME THEATRE

COMMAND CENTRE ARTIFICIAL OPEN SPACE

CLINIC

LIBRARY

LAUNDRY

MORTUARY

PRAY AREA

TYPICAL LAUNDRY LAYOUT AND VIEW TYPICAL COMMAND CENTRE FLOOR1/2 LAYOUTS AND VIEW

LIBRARY LAYOUT AND VIEW

NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

SECTION AA

01 02 03 04 05 06 07 08 09

SECTION BB A

TYPICAL SECTIONAL DETAIL SHOWING SERVICES

C

A’ B D

E

SECTION CC

SECTION DD

SECTION EE

SECTION AA’ NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

01- 300 MM THK GRAVEL WALL 02- 400 MM THK RCC WALL 03- 12MM THK WATER SUPPLY LINES 04-12 MM THK VITRIFIED TILES 05- SUSPENDED FLOOR 150 MM HIGH BRACKET SIZE= 75 MM x 150 MM 06- 300 MM THK RCC SLAB 07- 200 MM THK RECESSED CEILING SLAB 08- DUCTS FOR AIR SUPPLY THROUGH EARTH TUBES(GEO THERMAL) 09- PARANS LIGHTING SYSTEMS AT 4 M C/C

WATER STORAGE CALCULATIONS

HVAC ANALYSIS

DRAINAGE ANALYSIS

NOTE: ALL THE DWGS ARE PREPARED BY AISHWARYA JASWAL

REDEVELOPMENT OF GWALIOR RAILWAY STATION, INDIA SITE PHOTOGRAPHS 1. Station building 2. Passenger exit 3. Station interior 01

03

07

05

4. Parcel handling

5. Existing yard 6. Public amenities 7. Vertical circulation 8. Railway lines towards end platform

04

02

ACADEMIC- IVTH YEAR

PURPOSE: ACADEMIC: URBAN PLANNING TYPE: GOVERNMENT LOCATION: G W A L I O R , INDIA CARRIED OUT: GROUP OF 2 SU P ERVISION: AR MAHESH Bangad (Mahesh.bangad@bnca.ac.in)

08

06

Commercial Area Admin Area Train Services Residential Area Open Space Station Building Industrial Area Parking

GWALIOR STATION VEHICULAR CONNECTIVITY

EXISTING ZONES ON SITE

Auto/taxi 4 wheeler 2 wheeler Goods Parcel `

MOVEMENT PLAN

GRADE SEPARATORS AROUND STATION

PEDESTRSIAN CONNECTIVITY MAP

CHOSEN ZONE FOR REDEVELOPMENT

SOLID WASTE MANAGEMENT

ENTRY

SOLID WASTE MANAGEMENT

SERVICE YARDS

SERVICE YARDS

ENTRY

DROP OFF POINT

DROP OFF POINT

EXIT

EXIT GOODS PLATFORM

GOODS PLATFORM

PICK UP ZONE PICK UP ZONE WORKSHOP

WORKSHOP FOB1 PROPOSED BLOCK

P5

P5 P5

P4 P3 P2 P1 FOB3 FOB2

LODGES

ENTRY DEPARTURE ZONE

P4 P3 P2

P4 P3 P2

P1 FOB3

P1

FOB2

LODGES

ENTRY

PARKING

DEPARTURE ZONE

WALKOVER BRIDGE CONNECTS TO FITST FLOOR ENTRY STAFF HOUSING

ROOF PLAN OF PROPOSED BLOCK ON EXISTING SITE NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

PARKING STAFF HOUSING

GROUND PLAN OF PROPOSED BLOCK ON EXISTING SITE

STAGE 1

INSPIRATION

INITIAL STRATEGY: SEGREGATION OF CROWD

• • •

THE FLUID ARCHITECTURE OF GWALIOR’S REKNOWNED HERITAGE

Ground level for clear active movement First floor for vip and waiting zone Basement for concourse and eateries WAITING (PRIMARY COMFORT)

PROPOSED ZONING ON SITE •THE MAIN STATION BUILDING IS RIGID, YET THE ROOF IS RYTHMIC. THUS, THE BUILDING BLENDS ITSELF IN THE FLOWING ROOF AND THE SITE.

FIRST FLOOR GROUND LEVEL

ACTIVE MOVEMENT

G. FLOOR

•THE PARKING BUILDING IS DESGINED INA WAY THAT MERGES WITH THE LANSCAPE, YET FUNCTIONS SUFFICIENTLY.

BASEMENT

•THE SKYWALK FLOWS FROM ABOVE THE ROADS, ENTERS THE SITE UNINTERRUPTED AND BLENDS IN WITH THE STATION BUILDING EFFORTLESSLY.

EARTH SHELTERING FOR CONCOURSE AND EATERIES

MAIN STATION BUILDING

STAGE 2 • • •

ARRIVAL ZONE

DEFINING DIFFERENT ZONES DEFINING SECURITY CHECK-POINTS CREATING PAID AND UNPAID ZONES

DEPARTURE ZONE

SKYWALK

PARKING

DROP-OFF POINT

DROP-OFF POINT SKYWALK

ZONE 2 LODGES

ZONE 3

PAID CONCOURSE

FOR PROLONGED WAITING ZONES

ZONE 1

HAS THE ACCESS TO THE PLATFORMS

SECURITY SCAN (FROM Z1 TO Z2)

UNPAID CONCOURSE

• The main station building works in 4 zones segregating the crowd and the requirements: o Departure zone o Offices o arrival zone o commercial zone • the site has two access on either side of the tracks. Hence, to give the weightage equally to both the sides as the station building is centrally located on the site (rising above the tracks).

•DROP OFF ON LEVEL 1 • END OF SKYWALK FROM THE BUS STAND

CAN GO TO ZONE 3 OR CHOOSE TO STEP DOWN TO THEIR PLATFORMS.

TRACKS FROM BENEATH ZONE 2

• To deal with the traffic congestion on mela road, a pedestrian skywalk is proposed. Plus, the road width is increased to 30mt.

STAGE 3 • • •

PLANNING OF FLOOR PLATES DEFINED ZONES AND INTEGRATION OF GWALIOR’S CONTEXT ADJACENCY AND CONNECTION OF SPACES

LEVEL 1 FLOOR PLATE ZONE 1 → ZONE 2 →

ZONE 3

LEVEL 2 FLOOR PLATE ONE 2 → ZONE 3

LEVEL 3 FLOOR PLATE ZONE 2 → ZONE 4

LEVEL 4 FLOOR PLATE ZONE 2

DESIGN ELEMENT: ROOF

UNDULATING ROOF

ROOF COMPLEMENTS THE PLAY OF LEVELS IN PLAN

SECTIONAL VIEW COVERING THE PLATFORMS

NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL AND TANUSHREE SALUJA

BANDS OF NATURAL LIGHT STRIPS OF MECHANICAL LIGHTING

PROBLEM

STRATEGIES USED

PROBLEM

STRATEGIES USED

PROBLEM

STRATEGIES USED

ACCESS ROAD WIDTH – NARROW (16MT. FOR 2 WAY TRAFFIC)

ACCESS ROAD’S WIDTH INCREASED TO 30MT. FROM MELA ROAD

UNDEFINED PARKING SPACE – SEGREGATION OF VEHICLES

DEFINED PARKING BUILDING FOR VEHICLES

LACK OF RECREATIONAL SPACES

PORPOSED EXHIBITION SPACES, MUSEUM, ARCHIVAL LIBRARIES

POOR COMMERCIAL PLANNING

LODGES PROPOSED ON A PATCH ON SOUTH END OF THE SITE

UNDEFINED DROP-OFF AND PICK –UP POINTS

CLEAR DEPARTURE AND ARRIVAL ZONES WITH DROP-OFF AND PICK-UP POINTS

NO LANDSCAPE DESIGN

HORTICULTURE, ROOF GARDENS, VERTICAL GARDENS

NOT ENERGY EFFICIENT

CLEAR NETWORK OF ROADS AND CIRCULATION PROPOSED

RESIDENTIAL AND SERIVCE YARDS ENTANGLED

CLEAR DEFINED ZONES

POOR CIRCULATION PLANNED FOR VEHICLES AND GOODS

NATURAL LIGHT AND VENTILATION, USE OF SOLAR TREES AS STREET LIGHTS

RANDOM PLACEMENT OF PUBLIC TOILETS

PLANNED PUBLIC TOILETS FOR EVERY ZONE

RECONSTRUCTED THE WHOLE BUILDING WITH DEDICATED SPACES

INSUFFICIENT NATURAL LIGHT IN STATION BUILDING

SUFFICIENT NATURAL LIGHT

UNUSED PATCHES OF LAND/PLATFORM SPACE

LACK OF RECREATIONAL SPACES

PORPOSED EXHIBITION SPACES, MUSEUM, ARCHIVAL LIBRARIES

NEWER METHODS OF TICKETING NOT IN USE

E-TICKETING KIOSKS

NO SENSE OF ENCLOSURE

DEFINED STATION BUILDING CREATING ENCLOSURE

LACK OF EATERIES

EATERIES, RESTAURANTS ADDED

NEGLIGIBLE SECURITY

SECURITY SCANS AT EVERY REQUIRED JUNCTION

IOW

A

ELEC SERVICES

SECURITY CABIN BOOKS

CSWI

CRS

EATERIES

CTI

MEETING RM S.M.

HORTICULTURE +11750

I.O.W

DM MCO

CB CB

RPF CB CB

GRP

CB CB

CB CB CB

CB CB CB

EATERIES

CB

EATERIES

CB

ARRIVAL ZONE +13750 EXHIBITION AND ARCHIVAL CB CB

ATM CPS

VIEW-1

COMMON WAITING ROOM NON AC DORMITORUES

SDR HEAD TC

DEPARTURE ZONE +10750

AC DORMITORIES

2

3

4

5

MINIATURE PAINTINGS RAILWAY MINIATURE INSTALLATIONS

GOND ART

CRS: CHIEF RESERVATION SUPERVISOR OFFICE

1

CLOAKROOM

SM: STATION MANAGER OFFICE

COMMERCIAL ZONE +16750

BSF

VIEW-2

ATM

B

MANDANA PAINTINGS

FIRST AID

PITHORA ART

RPF: RAILWAY PROTECTION FORCE GRP: GWALIOR RAILWAY POLICE

HANDICRAFTS

FIRST AID

6

7

CTI: CHIEF TICKETING INSPECTOR OFFICE

8

KITCHEN

IOW: INSPECTOR OF WORKS

RESTAURANT

MCO: MOVEMENT CONTROL OFFICE CB: CURRENT BOOKING

AC DORMITORIES

ENTRY

NON AC DORMITORUES

floor PLAN

TRAVEL MART GET A BAG TATTERED COVER BOOK STORE GIFTS POCKET SHOP I-VEGAN TAX FREE ELECTRONICS TOURISM

CPS: CHIEF PARCEL SUPERVISOR CSWI: CHIEF STAFF AND WELFARE INSPECTOR DM: DIVISION MANAGER TC: HEAD TC OFFICE BSF: BORDER SECURITY FORCES SDR: STAFF DURTY ROOM

COMMERCIAL ZONE DEPARTURE ZONE ARRIVAL ZONE FOOT OVER BRIDGES AND TRACKS

SECTIONL VIEW SHOWING DIFFERENT ZONES 01: COMMERCIAL LVL +16.75 MTRS 02: ARRIVAL LVL +13.75 MTRS 03: PLATFORM LVL +1.2 MTRS

02 01

03

SECTION A 01

01: 02: 03: 04:

COMMERCIAL LVL +16.75 MTRS ART DISPLAY ZONE+15.75 MTRS DEPARTURE LVL +10.75 MTRS PLATFORM LVL +1.2 MTRS

02 03 04

SECTION B NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

VIEW-01

VIEW-02

NOTE: ALL THE RENDERS ARE PREPARED BY AISHWARYA JASWAL

CENTRE FOR TRAFFIC AWARENESS AND ROAD SAFETY, P U N E : ACADEMIC - II YEAR 161.89 M

G O L D EN PETAL H S G SOC.

PARKING

52.45 M

PROPOSED BLOCK

DRIVING TEST TRACK MOCKUP ZEBRA CROSSING

OUTDOOR EXHIBITION SPACE ARRIVAL ZONE

PURPOSE: ACADEMIC: TIME ASSIGNMENT TYPE: GOVERNMENT LOCATION: P U N E , INDIA DURATION: 1 2 HOURS CARRIED OUT: INDIVIDUAL ASSIGNMENT SU P ERVISION: AR SUNIL KULKARNI (origenedesign@gmail.c o m) AREA PROGRAM:

155.68 M

3 0 M WIDE ROAD

DUDHANE LAWNS

SITE PLAN EDUCATING MASSES ABOUT R O A D SAFETY AND DISCIPLINE •

• •

•

Sensitizing people by raising awareness about t r a f f i c i nj ur i es & th ei r grave consequences

FORM E X P L O R A T I O N

STEP 3 : PREPARED STRUCTURAL ASPECTS TO UNDERSTAND THE COMPONENTS BETTER.

STEP 1: SYMBOLIZED MY CONCEPT TO SIGNIFY MY IDEAS ON PAPER.

To promote increase in knowledge, awareness & s k i l l o f r o a d u s e r s The c entr e aims t o achieve i ts g o a l s n o t o n l y th r ough exhibition spaces, seminars, l e c t u r e s etc, but a l s o th r ough modern tec h nol ogy viz. Driving simulators, interactive & multimedia exhibits etc. The centr e aims t o c ater t o citizens from a l l walks o f l i f e and age groups.

To infuse a positive attitude towards enforcement laws

STEP 2: SKETCHED STRUCTURALIZED FREEHAND VISUALISATION.

STEP 4: STUDIED THE ENTIRE STRUCTURE ON VARIOUS SOFTWARES TO CLARIFY THE MEMBERS AND THEIR JOINERIES.

PROCESS MODEL EXPLORATION

STEP 4: HERE COMES MY FAVOURITE PART, REVIEWINH MY THUGHT PROCESSES ONTO A SOFTWARE

CU RVED I BEAM S

C R O S S BRACINGS

PTFE SHEET LAID OVER COMPL ETED STRUCTURE

RESEARCH AND REFERENCE

RADIAL C O L U M N S INSTALLED

TOP COAT(WEATHERPROOF) PTFE COATING BASE COAT GL AS S FABRIC BASE COAT PTFE COATING

TOP COAT(WEATHERPROOF)

PTFE MEMBRANE AS ROOFING MATERIAL Dynamic f r e e fl ow i ng r o o f l e d me t o take up th e tensi l e r o o f i n g system.

Unlike temporary s t r u c t u r e s , r t o had t o be irrevocab l e by time and s o i t s r o o f had t o be fabrically undulating, yet s t r u c t u r a l l y sound.

H er e’ s when my r e s ear ch on ptfe began:

The f r e e fl ow i ng wavy s t r u c t u r e i t s e l f is extremely complex in design, an amalgamation o f two s t r u c t u r a l systems, combining o f two separate members from completely d i f f e r e n t clans. A l l covered by the g r a c e f u l ptfe membrane, giving it the del i c ate l ook i t des er ves .

F r amel es s gl as s w al l s w r ap th e b ui l di ng enc l os i ng i t gi vi ng th e i l l us i on th at th e r oof i s fl oati ng ab ove th e s pac e. Maki ng th e enti r e s pac e, w i th s uc h s tr uc tural s teel , l ook l i gh ter.

NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

TOILETS

A

PROCESS OF CONSTRUCTION CLASSROOM 5660 X 5770

SEMINAR HALL 6050 X 11880

Corridor Space

Workstations 5885 x 14202 LAYING OF CURVED I BEAMS, AND RADIAL COLUMNS VIZ THEIR RESPECTIVE FOUNDATION.

Books 5660 x 5885

Exhibition space 18000 x 6000

B

Book Sales 5550 x 5770 Reception 5990 x 5770

CONNECTING ALL CURVED I BEAMS WITH CROSS BRACINGS TO COUNTERACT HIGH CURVATURE

FLOOR PLAN

RAFTERS AND PRINCIPAL RAFTERS, FROM RADIAL COLUMNS. FURTHER CONNECTED TO CROSS MEMBERS OF CURVED I BEAM CLUSTER.

1.

2.

3.

4.

5.

A

LAYING OF PURLINS FOR PTFE SHEET ON TOP.

NO

MEMBER

SIZE

01

CURVED I BEAM

ISMB 400 (400MM X 140 X 8.9MM)

02

RADIAL COLUMNS: CIRCULAR HOLLOW SECTION

300 MMØ

03

PRINCIPAL RAFTERS

ISMB 200 (200 X 100 X5.7MM)

04

SECONDARY RAFTER

ISMB 100 (100X75X5MM)

05

PURLINS

ISMC100 (50X100MM)

STRUCTURAL PLAN

DETAIL X

DETAIL Y

DETAIL Z

01 03 04

SECTION A

DETAIL AT A

SECTION B

NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

010203040506070809-

PTFE SHEET ISMB 400 CEILING CHANNEL METAL STUDS AT 600 MM C/C WALL FINISH CALCIUM SILICATE BOARD BASE CHANNEL RCC BEAM BEAM AT LINTEL LEVEL

01

151617181920-

ISMB 400 PTFE SHEET CAST STEEL FOOTING BASE PLATE ANCHOR BOLT RCC FOOTING

15 16

17 18

02

19 20

03 DETAIL AT Y 10 11

04 05 06

07 08 101112131415-

PTFE SHEET ISMB 400 CEILING CHANNEL CALCIUM SILICATE BOARD BASE CHANNEL WALL FINISH

12 13 14

DETAIL AT Z 09

DETAIL AT X NOTE: ALL THE CONST DETAILINGS ARE PREPARED BY AISHWARYA JASWAL

CONSTRUCTIONAL DETAILS

PTFE SHEET

CAST STEEL FOOTINGS

CONNECTION PLATE 190 MM X 20 MM PASSING THROUGH CHS COLUMN AND FILLET WELDED(30MM) ON COLUMN OPENING

125 300

140

ISMB 400

BASE PLATE

ISMB 200 2 X 4 20 MM DIA BOLT

ANCHOR BOLTS RCC FOOTINGS

PLAN SHOWING JOINERY OF PRINCIPAL RAFTERS TO COLUMNS CURVED ISMB 400 FOUNDATION DETAIL

300 CONNECTION PLATE 190 MM X 20 MM PASSING THROUGH CHS COLUMN AND FILLET WELDED(30MM) ON COLUMN OPENING

VISUAL DISPLAY SCREENS

RETRO CARS ON DISPLAY

C E N T R E F O R TRAFFIC AWAREN ESS A N D R O A D SAFETY VS TIRUBALA FACTORY EXTENSION -

(A COMPARISON BETWEEN MY ACADEMIC AND PROFESSIONAL PROJECTS) ISMB 200 PRE TENSIONED HSFG BOLT STIFFENED STEEL ANGLE

The strikingly similar features between THIS PROJECT and tirubala factory extension were the bold structiural members, holding the form together.

MOCK UP ZEBRA CROSSING

ELEVATION OF THE JOINERY DETAIL 300

200

CONNECTION PLATE 190 MM X 20 MM PASSING THROUGH CHS COLUMN AND FILLET WELDED(30MM) ON COLUMN OPENING

ISMB 200 PRE TENSIONED HSFG BOLT STIFFENED STEEL ANGLE

DRIVING TEST TRACK

SECTION THROUGH THE COLUMN

NOTE: ALL THE RENDERS, DWGS, GRAPHICS, CONST DETAILS ARE PREPARED BY AISHWARYA JASWAL

It made me so happy to see that what i had in mind, during my initial years, was an actual project of mine now, right infront of my eyes!

These members were anything but usual trusses. Steel members moulded to perfection, these were dynamically proven structural systems standing amidst a vast land of varied context yet these buildings stood out.

I hereby compare the two in my portfolio, depicting a clear transition of me as a student to an architect.

The roofing material is where i went all in. A metallic sheet was never my thing hence that becomes the most prominent part of traffic awareness centre, the part that strongly differentiates the two.

TIRUBALA FACTORY EXTENSION, KANPUR, INDIA: EXISTING FACTORY C

EXISTING FACTORY D

EXISTING FACTORY A

An office block, right next to an existing factory of renowned tirubala traders.

This specific site had shoe manufacturing factorieswhat client wanted was to have an extension. Where the managers would sit.

EXISTING FACTORY B

81 M

40 M

13 M PROPOSED BLOCK

The constructional time had to be minimum but the building had to stand out, seem eccentric. It did have to look like the boss’s den.

And that’s how, the unique yet subtle form finding took place.

PROFESSIONAL PROJECT

PURPOSE: PROFESSIONAL – 2020 CLIENT: TIRUBALA GROUP TYPE: INDUSTRIAL LOCATION: K A N P U R , INDIA CARRIED OUT: Under guidance SU P ERVISION: WAL+L ARCHITECTS, NEW DELHI INVOLVEMENT: • PLANNING, • DETAILING, • MEP AND HVAC LAYOUTS • 3D RENDERINGS CURRENT STATUS: ONGOING AREA PROGRAM:

SITE PLAN

Section b EXISTING BUILDING B

C

GUARD ROOM 2115 x 3650

d

TOILET(F)

TOILET(M)

STORAGE

TOILET

1915x 2020

3625x 2020

E

5770 x 2725

5770 x 2725

DVR 1850 x 2565 ALL MEETING CABINS(4) 2390 x 2345 TOILET 2390 x 4325

A RECEPTION 5390X4220

Section c

TOILET 1670 x 1400

PANTRY CRECHE

3260 x 4655 TOILET

2870 x 3495

MEDICAL ROOM

TIME OFFICE

2895 x 5015

6550 x 5015

2390 x 1500

1200 MM WIDE CORRIDOR

FLOOR PLAN

Section d

Section e

Typical roof section

STRUCTURAL PLAN

NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

VIEWS OF THE PROPOSED BLOCK

MARUTI SUZUKI - COMPETENT MOTORS WORKSHOP, KULLU, INDIA-

ROOF PLAN BLOCK - 2

56.6M

56.6M

40.5M PURPOSE: PROFESSIONAL – 2020 CLIENT: MARUTI SUZUKI TYPE: INDUSTRIAL LOCATION: KULLU, INDIA CARRIED OUT: INDIVIDUALly SU P ERVISION: WAL+L ARCHITECTS, NEW 40.5M DELHI INVOLVEMENT: • Structural • Planning, coordination • Detailing, • HVAC coordination • Mep and hvac layouts 3d renderings • Preparation of sanction set • CURRENT STATUS: ONGOING PROJECT INFO: Maruti Suzuki India Limited (MSIL), a subsidiary of Suzuki Motor Corporation, Japan, is India's largest passenger car maker. Maruti Suzuki is credited with having ushered in the automobile revolution in the country. The Company is engaged in the business of manufacturing and sale of passenger vehicles in India.

T1

WAL+L Architects was handed over the responsibility of designing an automobile workshop for Maruti Suzuki, in the hilly terrains of Himachal Pradesh, India. Certain protocols were set, equipment list provided, and RFPs in place.block-1, trussed entitywas to remain intact, with certain additions to the façade, however block-2 was an entirely new block.

Trussed, again.

AREA PROGRAM: BLOCK 1 GROUND FLOOR 644.53 sqmt FIRST FLOOR 116.45 sqmt BLOCK 2 GROUND FLOOR 414.00 sqmt FIRST FLOOR 81.4 sqmt

TRUSS T3 DETAIL

TRUSS T1 DETAIL

NOTE: ALL THE DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

PROFESSIONAL

NOTE: ALL THE RENDERS, DWGS, GRAPHICS ARE PREPARED BY AISHWARYA JASWAL

VIEWS OF THE PROPOSED BLOCKS

THANKYOU FOR CONSIDERATION