Solar Decathlon India 2022 HIDAYAT
Constuction Cost Summary - Hard Cost No. Item Description Baseline Estimate (Project Partner / SOR basis)Proposed Design Estimate UnitQuantity Rate (INR) Amount (Million INR) Cost per sqm (INR) Quantity Rate (INR) Amount (Million INR) Cost per sqm (INR) Notes Required? Justification / NotesSource 1 EXCAVATION 1.1Excavation In Soil Cu.m43,735.50 286.85 12.5 697 43,735.50 286.85 12.5 697 NO - DSR Vol 1 2.8.1 1.2Backfilling+ Compaction Cu.m14,578.30 253.95 3.7 206 14,578.30 253.95 3.7 206 NO - DSR Vol 1 2.38 1.3Antitermite treatment Sq.m21,867.50 256.15 5.6 311 21,867.50 256.15 5.6 311 NO - DSR Vol 1 2.35.3 "Insert Row" above this row to add more items 2 RCC WORK 2.1PCC Plinth- 1:1.5:3 Cu.m506.77 7,555.00 3.83 212.70 506.77 7,555.00 3.83 212.70 NO - DSR Vol 1 4.1.2A 2.2PCC For Footing- 1:1.5:3 Cu.m506.77 7,555.00 3.83 212.70 506.77 7,555.00 3.83 212.70 NO - DSR Vol 1 4.1.2A 2.3Foundation, Raft,Plinth beams, shear walls (M30)Cu.m6,460.00 10,221.70 66.03 3,668.45 6,460.00 10,221.70 66.03 3,668.45 NO - DSR Vol 1 5.33.2.2 2.4RCC(M35 grade): All work below plinth levelCu.m332.00 8,740.90 2.90 161.22 332.00 8,740.90 2.90 161.22 NO - DSR Vol 1 5.33.1.3 2.5 RCC (M30 grade): All work above plinth level Cu.m830.00 10,221.70 8.48 471.33 830.00 10,221.70 8.48 471.33 NO - DSR Vol 1 5.33.2.2 2.6Reinforcement- Hot rolled deformed bars Kg 9,68,750.00 89.65 86.85 4,824.91 9,68,750.00 89.65 86.85 4,824.91 NO - DSR Vol 1 5.22.4 "Insert Row" above this row to add more items 3 SHUTTERING WORK 3.1Shuttering Area Sq.m57,362.30 573.51 32.90 1,827.66 57,362.30 573.51 32.90 1,827.66 NO - DSR Vol 1 5.9 "Insert Row" above this row to add more items 4 4.1Insulation (EPS) Cu.m- - - - 884.01 3,957.45 3.50 194.36 YES EPS used in design DSR Vol 2 26.46 4.2Polyurethane Cu.m- - - - 884.01 4,200.00 3.71 206.27 YES Polyurethane used in design Market survey "Insert Row" above this row to add more items 5 FAÇADE WORK Sq.m 5.1230 mm Thick Exposed Brickwork Cu.m2,525.00 8,069.30 20.37 1,131.94 - - YES Brick material not used in designDSR Vol 1 6.30.2 5.2100 mm Thick Agrocrete Masonry work Cu.m- - 2,525.00 4,000.00 10.10 561.11 YES Agrocrete material used in design Quote from Industry Partner 5.3Cement Plaster Sq.m1,593.30 374.15 0.60 33.12 - - YES Cement plaster not used in designDSR Vol 2 13.7.1 5.4Lime Plaster Sq.m- - - - 1,593.30 290.00 0.46 25.67 YES Lime plaster used in design DSR Vol 2 0777 5.5Glass façade Sq.m1,285.00 1,620.00 2.08 115.65 1,285.00 1,620.00 2.08 115.65 NO - Market survey "Insert Row" above this row to add more items SUB- TOTAL (A) 249.72 13,873.53 246.53 13,695.88 6 INTERNAL WALLS , FINISHES 6.1Gypsum Wall Partitons Sqm9,609.13 870.10 8.36 464.49 - - YES Gypsum boards not used in designDSR Vol 1 6.40 6.2Oriented Strandboard Panel Partitions Sqm- - - - 9,609.13 900.00 8.65 480.46 YES Oriented strand boards used in design Market survey 6.3Internal Plaster - Lime Plaster Sqm96,091.30 290.00 27.87 1,548.14 96,091.30 290.00 27.87 1,548.14 NO - DSR Vol 2 0777 6.4Painting of Internal Wall +Ceiling Sqm8,840.00 121.00 1.07 59.42 8,840.00 121.00 1.07 59.42 NO - DSR Vol 2 13.83.2 "Insert Row" above this row to add more items 7 WATERPROOFING 7.1 Toilets, Kitchens Sqm15,327.00 774.25 11.87 659.27 15,327.00 774.25 11.87 659.27 NO - DSR Vol 2 22.3 7.2 Raft Sqm6,757.00 311.50 2.10 116.93 6,757.00 311.50 2.10 116.93 NO - DSR Vol 2 23.23.2 7.3 Retaining Wall Sqm3,375.00 406.25 1.37 76.17 3,375.00 406.25 1.37 76.17 NO - DSR Vol 2 23.23.1 7.4 Top Terrace Sqm4,000.00 311.50 1.25 69.22 4,000.00 311.50 1.25 69.22 NO - DSR Vol 2 23.23.2 "Insert Row" above this row to add more items 8 TILING WORK 8.1 Flooring - Terracotta finish Sqm- - - - 6,500.00 1,000.50 6.50 361.29 YES Terracotta finish is used in design Market survey 8.2 Flooring - Vitrified tile Sqm6,500.00 1,334.35 8.67 481.85 - - YES Vitrified tiles are not used in designDSR Vol 1 11.41.1 8.3 Flooring- Ceramic tiles (300x300) Toilets Sqm1,446.00 938.50 1.36 75.39 1,446.00 938.50 1.36 75.39 NO - DSR Vol 1 11.37 8.4Staircase - Tread Sqm343.20 1,345.00 0.46 25.64 343.20 1,345.00 0.46 25.64 NO - Market survey 8.5Staircase - Riser Sqm171.60 1,345.00 0.23 12.82 171.60 1,345.00 0.23 12.82 NO - Market survey 8.6Staircase - Landing Sqm176.00 1,345.00 0.24 13.15 176.00 1,345.00 0.24 13.15 NO - Market survey "Insert Row" above this row to add more items 9 DOORS 9.1 Panelled and glazed shutters for doors and windows Sqm2,505.00 3,704.45 9.28 515.54 2,505.00 3,704.45 9.28 515.54 NO - DSR Vol 1 9.5.1.1 9.2 UPVC frames Metre- - - - 4,600.00 232.55 1.07 59.43 YES UPVC frames are used in designDSR Vol 1 9.117 9.3 Timber frames Metre4,600.00 400.00 1.84 102.22 - - YES Timber frames are not used in designMarket survey 9.4 Fire doors Sqm 75.00 6,444.95 0.48 26.85 75.00 6,444.95 0.48 26.85 NO - DSR Vol 1 9.137 "Insert Row" above this row to add more items 10 FABRICATION 10.1Railing for Staircase Rm940.60 700.00 0.66 36.58 940.60 700.00 0.66 36.58 NO - Market survey 10.2Railing for Terrace Rm465.30 400.00 0.19 10.34 465.30 400.00 0.19 10.34 NO - Market survey "Insert Row" above this row to add more items SUB-TOTAL (B) 77.29 4,294.05 74.64 4,146.66 11 HVAC 11.1Ventilation Fans BUA Sqm 18,000.00 1,050.00 18.90 1,050.00 18,000.00 1,050.00 18.90 1,050.00 NO - PAR 2021 1.7 11.2Fan coil system (COP 1.5) Tonne 253.52 20,000.00 5.07 281.69 YES Fan coil system not proposed Quote from Industry partner A. CIVIL WORKS B. INTERNAL WORKS C. MEP SERVICES INSULATION c. CONSTRUCTION COST SUMMARY Construction cost summary sheetsExtract of two out of the five components (Civil, Internal, MEP, Landscaping and Equipment and Furnishing)
Solar Decathlon India Educational Category 14
Costing Sheets
A. Cost Distribution
The land is government owned and thus, we recieve it at a lesser rate than market rate.
Maximum cost occurs in the Civil and MEP works (21 and 20%).
The per Sqm cost works out to be INR 35,857.61.
(Refer to Annexure for exact breakdown)
B. Solar PV Panels- ROI
CapEx (including installation and procurement): 3.97 Cr
OpEx (maintainence): 3.97 Lakh
Base case cost (saving in utility costs): 1.3 Cr
Revenue (extra electricity generated): 2.79 Lakh
Savings (Revenue + Base case costs - OpEx): 1.2 Cr
Payback: 3.08 years
C. Comparision with Baseline Estimates
C.1 Low- flow fixtures
The CapEx costs are lesser with less efficient fixtures and increase by 26% for low-flow fixtures. However, there is significant reduction in OpEx costs by 70% due to lesser consumption of water. Thus, this reduces our overall costs of water fixtures by 54%.
1) GENERAL ASSUMPTIONS (FOR REFERENCE)
C.2 HVAC and Lighting equipment
HVAC costs (CapEx and one year of OpEx) have been reduced due to use of passive strategies by 36%.
Lighting costs (CapEx and one year of OpEx) have increased by 15% due to use of more expensive fixtures. Thus, the reduction in HVAC costs compensates the increase in lighting costs (net decrease is 32%).
(Refer to Annexure for life cycle cost analysis for HVAC sys-
D. Construction Timeline- Cash Flows
Solar Decathlon India 2022 HIDAYAT 9. AFFORDABILITY -6,00,00,000.00 -4,00,00,000.00 -2,00,00,000.002,00,00,000.00 4,00,00,000.00 6,00,00,000.00 8,00,00,000.00 10,00,00,000.00 Year 0Year 1Year 2Year 3Year 4Year 5Year 6Year 7Year 8Year 9Year 10 Rs (INR) Year ROI5,00,000.00 10,00,000.00 15,00,000.00 20,00,000.00 25,00,000.00 Base case Efficient case RS (INR) Water Fixtures Capex Opex20,00,000.00 40,00,000.00 60,00,000.00 80,00,000.00 1,00,00,000.00 1,20,00,000.00 1,40,00,000.00 1,60,00,000.00 1,80,00,000.00 2,00,00,000.00 Base Case Efficient Case Rs (INR) CapEx and OpEx Costs HVAC Lighting
FINANCING COST
Depreciation Tax S.No. Particulars SLM Method (Company law) WDV Method (IT) Basic With Surcharge & E. Cess 1 Computer 16.21%60.00% 25.00% 28.33% 28.33% 2 Land 0.00%0.00% 15.00% 17.00% 17.00% 3 Building 1.63%10.00% 10.00% 4 Plant & Machinery 4.75%15.00% 3.00%With E. Cess Surcharge 6 Electrification Utilities 4.75%15.00% 10.00% 10.30% 2.5% 7 Vehicles 9.50%15.00% 20.00% 20.60% 20.91% 8 Furniture & Fixtures/ Internal Fit outs 6.33%10.00% 10.00% 10.30% 10.455% 9 Other misc Equipment 4.75%15.00% WDV No Limit SLM 95%of the value can be depreciated 2) PROJECT ASSUMPTIONS Project Cost Assumptions S.No. Particulars Amount (Millions) HARD COSTS 1 Land Cost (Million INR) 500.00 2 Contingency (Million INR) 5% SOFT COSTS 3 Pre Operative Expenses (Million INR)10.00Provide Detailed Assumption if Required 4 Consultants (Million INR) 10.00Provide Detailed Assumption if Required 3) Construction Schedule (completion of each item) Construction Period 5.00 Years S.No. Particulars ANNUAL SCHEDULE Baseline Estimate (Project Partner / SOR basis) Proposed Design Estimate Service tax TDS/Witholding Tax (beore 01.06.05) TDS/Witholding Tax (after June 05) Corporate Tax Rate MAT Rate Surcharge Education Cess
Equipment Base Case Efficient Case HVAC 1,70,20,000.00 1,09,60,212.69 Lighting 15,74,720.00 18,22,619.56
42% 21% 6% 20% 3% 2% 3% 1% 1% 1% Cost Distribution-Proposed Design Land Civil Works Internal Works MEP Services Equipment & Furnishing Landscape & Site Development Contingency Pre Operative Expenses Consultants Interest During Construction Costs Base case Efficient case CapEx 4,95,700.00 6,26,300.00 OpEx 23,78,528.90 7,05,509.20
15
The Celebration
6th Semester Design Studio
Ahmedabad
16
Keywords:
Mixed use, AUDA headquarters, Retail spaces, Office areas, Apartments
Celebration of structure:
Exposed structure inspired from structures like ATMA,
Rationale behind design:
Designing with new CBD district in mind, keeping pedestrian access a priority, Amdavadi architecture for Ahemdabad Urban Development Authority’s headquarters
Celebration of scale:
Brutalist approach inspired from structures like IIMA, CEPT, etc
Celebration of water:
Tribute to the Sabarmati river flowing east of structure
17
Form Development:
Responding to river on east and Ashram Road on west
Stepping from south to let in light
Stepping from east to allow views Stepping in residences to create terraces
Site Allowed envelope Creation of entries
Placement of cores
18
Placement of facade
Facade treatment:
Comination of radiation based brick jaali design and integration of water between skins
Fixing of jaali
Radiaiton analysis West face detail 19
View of water on west
20
Residence layouts:
Duplexes
Outdoor spaces on each level
Views to the river from each apartment
Minimum corridors needed for accessing homes
21
Aangan
3rd Semester Design Studio
Noida, U.P
22
23
Mini-bar and kitchen/ dining connnected
Living room during party
Keywords:
Residence for dancer, Welcoming, Party hosting spaces, Riyaaz spaces, Performance spaces
Viewing deck to small pond feature Gallery display space for acheivements
Garden areas beyond
Performance space
Backyard play area for kids
Guest room
24
Music room
25
Ground floor plan
Ground floor plan: Public/Semi-public spaces
SHEET TITLEPROJECTCLIENTNOTES1. ALL DIMS ARE IN MM. 2. DRG TO BE READ, NOT 3. DRG TO BE READ IN CONJUNCTION WITH OTHER RELEVANT. SCALEAKSHITA JAIN A/3374/2020 2ND YEAR SPA DELHI N PROPOSED HOUSE DESIGN TOR 93A GROUND FLOOR PLAN ALAKNANDA DASGUPTA 1:100
SHEET TITLEPROJECTCLIENTNOTES1. ALL DIMS ARE IN MM. 2. DRG TO BE READ, NOT 3. DRG TO BE READ IN WITH OTHER RELEVANT. SCALEAKSHITA JAIN A/3374/2020 2ND YEAR SPA DELHI N PROPOSED HOUSE DESIGN TOR 93A GROUND FLOOR PLAN ALAKNANDA DASGUPTA 1:100
26
First floor plan: Semi-private/Private spaces
SHEET TITLEPROJECTCLIENTNOTES1. ALL DIMS ARE IN MM. 2. DRG TO BE READ, NOT 3. DRG TO BE READ IN WITH OTHER RELEVANT. SCALEAKSHITA JAIN A/3374/2020 2ND YEAR SPA DELHI N PROPOSED HOUSE DESIGN TOR 93A FIRST FLOOR PLAN ALAKNANDA DASGUPTA 1:100
27
GOOD EARTH (200MM THK)
SAND (50MM THK)
GEOTEXTILE MEMBRANE
DRAIN CELLS 30MM THK
SCREED 75 MM (LAID TO SLOPE)
12MM THK PROTECTIVE PLASTER
CC BLOCK (150X60MM)
20MM STONE TILES
80MM PCC LAYER
12MM PROTECTIVE PLASTER
BRICK BATS 280MM
NOTES-
1. ALL DIMENSIONS ARE IN MM.
2. DRAWING IS TO BE READ AND NOT SCALED.
Construction Drawings
5 LAYER
5 LAYER BITUMINOUS W/P
RCC SLAB
Building Construction Studio Work
DETAIL A- DETAIL AT END OF TERRACE
Terrace details, Cavity walls, Atrium framing plans, Green wall details were some of the building construction works attempted.
GRATING
20MM CERAMIC TILES
3. DISCREPANCIES, IF ANY, ARE TO BE BROUGHT TO THE NOTICE OF THE ARCHITECT.
BITUMINOUS MEMBRANE
RCC BEAM ACC TO STRUCTURAL DRAWING
DETAIL C- SUNKEN SLAB SECTION AT DOOR
CERAMIC TILE CLADDING (15MM THK)
CC BLOCK (150X60MM)
20MM STONE TILES
MORTAR (10MM THK)
80MM PCC LAYER
GOOD EARTH (200MM THK)
12MM PROTECTIVE PLASTER
SAND (50MM THK)
GEOTEXTILE MEMBRANE
BRICK BATS 280MM
DRAIN CELLS 30MM THK
60MM PCC LAYER
MORTAR IN CHASE
CERAMIC TILE CLADDING 15MM THK
MORTAR 10MM THK
100MM DIA PIPE FILLET 75X75MM
MORTAR (10MM THK)
CERAMIC TILE CLADDING (15MM THK)
GOOD EARTH (200MM THK)
GEOTEXTILE MEMBRANE SAND (50MM THK)
GOOD EARTH (450MM)
REVISIONS-
GOOD EARTH (200MM THK)
SAND (50MM THK)
DRAIN CELLS 30MM THK
SCREED 75 MM (LAID TO SLOPE)
GEOTEXTILE MEMBRANE
DRAIN CELLS 30MM THK
SCREED 75 MM (LAID TO SLOPE)
5 LAYER BITUMINOUS MEMBRANE
12MM THK PROTECTIVE PLASTER
RCC BEAM ACC TO STRUCTURAL DRAWING
5 LAYER BITUMINOUS W/P
RCC SLAB
DETAIL C- SUNKEN SLAB SECTION AT DOOR
DETAIL B- DETAIL AT KHURRA (CATCH BASIN)
12MM THK
PROTECTIVE PLASTER
5 LAYER BITUMINOUS W/P
SCREED 75 MM (LAID TO SLOPE)
12MM THK PROTECTIVE PLASTER
5 LAYER BITUMINOUS W/P
RCC SLAB
DETAIL D- PLANTER SECTION
CERAMIC TILE CLADDING (15MM THK) GOOD EARTH (450MM)
GOOD EARTH (200MM THK)
SAND (50MM THK)
GEOTEXTILE MEMBRANE
DRAIN CELLS 30MM THK
SCREED 75 MM (LAID TO SLOPE)
12MM THK PROTECTIVE PLASTER
5 LAYER BITUMINOUS W/P
RCC SLAB
DETAIL D- PLANTER SECTION
SHEET TITLETERRACE GARDEN DETAILS
PROJECTMUSEUM DESIGN, BHAIRON MARG
60MM PCC LAYER MORTAR
50
FILLET 75X75MM
MORTAR
50 A D B C
SCALE-
A/3374/2020 3RD YEAR SECTION B SPA DELHI SHEET NO.1 CONCRETE LEGENDISSUED-
(10MM THK)
DATE02-12-2022
1:10 ARCHITECTAKSHITA JAIN
MASONRY BRICK BATS
STONE CILL 15MM THK CEMENT PLASTER 115MM THK BRICK WALL 60MM WIDE CAVITY 40MM THK INSULATION (MINERAL WOOL) 115MM THK BRICK WALL 12MM THK CEMENT PLASTER FLASHING WOODEN FRAME (100X45MM) 8MM THK GLASS BEADING CC BLOCK 15MM STONE SLAB DETAIL A- CILL DETAIL OUT IN WALL TIE 450 C/C HOLDER WALL TIE 450 C/C 15MM THK CEMENT PLASTER 115MM THK BRICK WALL 60MM WIDE CAVITY 40MM THK INSULATION (MINERAL WOOL) 115MM THK BRICK WALL 12MM THK CEMENT PLASTER FLASHING CC BLOCK STONE LINTEL WOODEN FRAME 15MM STONE SLAB 8MM GLASS DETAIL C- LINTEL DETAIL OUT IN WALL TIE 450 C/C WALL TIE 450 C/C HOLDER FLASHING RCC BEAM (ACCORDING TO STR. DRG.) 115MM BRICK WALL 60MM WIDE CAVITY 40MM THK INSULATION (MINERAL WOOL) 115MM BRICK WALL 15MM PLASTER 12MM PLASTER DETAIL B- FLOOR DETAIL STONE CILL 15MM THK CEMENT PLASTER 115MM THK BRICK WALL 60MM WIDE CAVITY 40MM THK INSULATION (MINERAL WOOL) 115MM THK BRICK WALL 12MM THK CEMENT PLASTER FLASHING WOODEN FRAME (100X45MM) 8MM THK GLASS BEADING CC BLOCK 15MM STONE SLAB DETAIL A- CILL DETAIL OUT IN WALL TIE 450 C/C HOLDER WALL TIE 450 C/C DETAIL CIN DETAIL D- JAMB DETAIL IN OUT FLASHING RCC BEAM (ACCORDING TO STR. DRG.) 115MM BRICK WALL 60MM WIDE CAVITY 40MM THK INSULATION (MINERAL WOOL) 115MM BRICK WALL 15MM PLASTER 12MM PLASTER DETAIL B- FLOOR DETAIL 28
FRAMING ELEVATION- PVC FRAME
FRAMING ELEVATION- IRRIGATION PIPES
DETAIL A- FIXING OF CONTAINER AND PIPES ON PVC FRAME (1:2)
PRIMARY MEMBER ISLB 300 (150X300MM) RCC COLUMNS (650X700MM)
MEMBER ISLC 200 (75X200MM)
MS STEEL MEMBER POLYCARBONATE SHEET GLAZING (850X650MM) FRAMING PLANREFLECTED CEILING PLAN 2650 2650 3200 3200 3200 3200 3200 3200 2650 2650 2650 2650 A B C ISLB 300 (150X300MM) CONDENSATE GUTTER POLYCARBONATE SHEET 8MM SEAL TAPE RETAINING ANGLE SEAL TAPE 12MM WEATHERING STRIP 12MM GUSSET PLATE RCC COLUMN 150MM FASTENER DETAIL A- CORNER DETAIL- RCC COLUMN TO I SECTION JOINERY ISLB 300 (150X300MM) POLYCARBONATE SHEET 8MM NUT BOLT ISLC 200 (75X200MM) DETAIL B- EDGE DETAIL- I SECTION TO C CHANNEL JOINERY FASTENER DETAIL C- MID SPAN DETAIL- I SECTION TO C CHANNEL JOINERY ISLB 300 (150X300MM) POLYCARBONATE SHEET 8MM NUT BOLT ISLC 200 (75X200MM) CLEAT (100X50X10MM) RCC WALL 300MM THK 200 200 200 200 200 200 200 180 180 180 180 180 180 180 30 ROWS 60 COLUMNS IRRIGATION PIPE (UP SUPPLY
PVC CONTAINER (150X130X130) NOZZLE (WATER
IRRIGATION PIPE (ACROSS SUPPLY LINE) CONTAINER HOOK (FIXING TO FRAME) PVC FRAME 20MM THK ZIP TIE(EVERY 3 CONTAINERS) 50 130 50 25 150 25 25 150 25 25 PVC PIPES
SECONDARY
TERTIARY
LINE)
OUTLET)
A
PIPE, 29
FROM SUPPLY PIPE
Internship Experience
Amrit Bharat Station Scheme: Good for Construction Drawings
Types of Drawings made during course of Internship:
Setting out plans
GADs
Masterplans
Drainage plans
Facade drawings
Signage plans
Flooring layouts
Interior elevations
Landscape plans
Cross sections Parking layouts
4m WIDE PEDESTRIAN 12m 2.5m WIDE PEDESTRIAN 9 9 PROPOSED PICK-UP PORCH GLASS CANOPY 15.45 8 2.57 SAUCER DRAIN existing building 3.1 2.5 2.5 2.5 2.5 2.5 2.5 2.44 0.4 0.5 PROPOSED FACADE GRC ARCH GRC JALI PROPOSED PORCH Civil Construction + GRC Cladding PROPOSED CONCOURSE Civil Construction + GRC Cladding A A' 0.21 1.5 0.27 1.87 1.17 0.31 0.37 6.42 Floor lvl (-0.15m) Road lvl (-0.30m) Floor lvl (-0.11) Waiting hall 5.6
Building
False Facade Pedestrian 4 SCALE 1:100
Existing
Proposed
Toilet details Section AA’
Railway Station: Facade drawings 12m WIDE 2.5m WIDE PEDESTRIAN 9 PICK-UP PORCH 15.45 SAUCER DRAIN 1.75 1.75 3.1 2.44 2.5 2.5 2.5 5.28 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.44 0.87 5.72 0.4 4 5 0.5 PROPOSED FACADE GRC ARCH GRC JALI PROPOSED PORCH Civil Construction + GRC Cladding PROPOSED CONCOURSE Civil Construction + GRC Cladding Existing GRC Elements A A' 0.21 1.5 0.27 1.87 1.17 0.31 3.55 0.29 0.7 0.37 6.42 Floor lvl (-0.15m) Road lvl Floor lvl (-0.11) Waiting hall 5.6 Existing Building
False Facade Pedestrian 4 30
Sangrur
Proposed
PROPOSED PICK-UP PORCH
ROAD
DROP-OFF PORCH 15.45
1.02 2.44 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 5.17 2.33 2.5 2.44 PROPOSED FACADE GRC ARCH GRC JALI Civil Construction + GRC Cladding PROPOSED PORCH PROPOSED FACADE Civil Construction Civil Construction + GRC Cladding Porch with Elements 4.77 3.62 0.7 0.58 1.36 0.23 0.63 0.37 5.01 2.95 0.7 2.25 0.7 1.5 5.72 Dimension as per existing porch 0.75 4.6 Dimension as per existing porch 0.57 0.49 3 2.93 0.34 0.34 2.46 1.06 1.06 0.58 1.36 0.23 0.63 SCALE 1:100 SCALE 1:100 SCALE 1:300 SCALE 1:300 4m WIDE PEDESTRIAN 12m WIDE
2.5m WIDE PEDESTRIAN 1 9 TOILET 3.65x3.05 ESM 3.05x3.20 ESM 3.05x4.58 TOILET 3.65x3.05 TI OFFICE 3.65x5.18 BOOKING OFFICE 5.26x3.05 RECORD 1.76x3.05 BATH 3.65x3.05 VERANDAH 3.05 MM WIDE PASSAGE 2.15x5.18 WAITING ROOM 3.65x5.18 SM 4.87x5.18 RELAY ROOM 3.65x5.18 RETRING 3.65x5.18 VIP ROOM 3.65x5.18 TOILET 2.13x3.05 TOILET 2130x3050 PORCH
2.5m WIDE PEDESTRIAN
SAUCER DRAIN
ROAD
GLASS CANOPY FACADE LINE GLASS ENTRY CONCOURSE 27.23 space for Offices (As per requirement) 6.43 with existing building 6 4 3 6 6 PROPOSED DROP-OFF 15.45 8 2.57 SAUCER DRAIN CHALLENGED 1225 1500 Janitor Room Diaper Room MALE TOILET 4.0M X 4.7M FEMALE TOILET W.C. W.C. 4.0M X 4.7M SCREEN WALL 14.25 13.0 To be aligned with existing building FACADE LINE 5.5m wide PROPOSED ARRIVAL CONCOURSE 2.44 2.5 2.5 2.5 5.28 2.5 2.5 2.44 0.87 2.44 PROPOSED FACADE GRC ARCH GRC JALI PROPOSED PORCH Civil Construction + GRC Cladding CONCOURSE Construction + GRC Cladding PROPOSED FACADE GRC ARCH GRC JALI Civil Construction + GRC PROPOSED PORCH Civil Construction Existing Porch with GRC Elements A A' 4.77 0.21 1.5 0.27 1.87 1.17 0.31 3.55 0.29 3.62 0.7 0.7 0.58 1.36 0.23 0.63 0.37 0.37 5.01 6.42 1.06 Floor lvl (-0.15m) Road lvl Floor lvl (-0.11) Building Proposed
Facade Pedestrian 4 SCALE 1:100 8.7m WIDE PEDESTRIAN
WIDE PEDESTRIAN 9 GLASS CANOPY 6 6 6 5.55 PROPOSED DROP-OFF PORCH 15.45 2.57 8 SAUCER DRAIN 2.5 5.17 2.33 2.5 2.44 Civil Construction + GRC Cladding PROPOSED PORCH PROPOSED FACADE Civil Construction + GRC Cladding 2.95 0.7 2.25 0.7 1.5 5.72 Dimension as per existing porch 0.75 4.6 Dimension as per existing porch 0.57 0.49 3 2.93 0.34 0.34 2.46 1.06 1.06 0.58 1.36 0.23 0.63 CONSULTANT DRAWING NO. REV SCALE: DATE: SIZE PDF FILE JOB NO. REV R0 R0 PROJECT TITLE CLIENT square DESIGN 21A Pocket A, Sector 105, NOIDA -201304 Phone No.: 0120-4327200 Email id : squdesign@gmail.com Office of Chief Project Manager, Gati Shakti Unit, DRM office Building Ambala Cantt. NORTHERN RAILWAY CONSULTANT SIGNATURE CLIENT SIGNATURE 11.07.2023 A3 N ADEN/GS ADEN/ SSE/WORKS/GS SSE/PWAY SSE/WORKS REV DRAWN CHECKED DATE REMARK APPROVED PA AK IS REDEVELOPMENT OF SANGRUR RAILWAY STATION PROPOSED FACADE SD2023-116-SAG-AR-21 SD2023-116-SAG-AR SD2023-116-SAG-AR.pdf First submission 11.07.2023 R0 SCALE 1:100 SCALE 1:300 SCALE 1:300 Detail X Detail Y X Y 31
False
2.5m
Section AA'
Cross section of AMB Andaura Station
DETAIL AT B (PARKING-PEDESTRIAN-GREEN)
(PARKING-PEDESTRIAN)
DETAIL AT C (GREEN-PEDESTRIAN-ROAD)
DETAIL AT B (PARKING-PEDESTRIAN-GREEN)
DETAIL (ROAD-PEDESTRIAN-BUILDING)
(PARKING-PEDESTRIAN)
DETAIL AT E (GREEN-PEDESTRIAN-GREEN)
DETAIL AT C (GREEN-PEDESTRIAN-ROAD)
8.7m WIDE PEDESTRIAN PASSAGE ENTRY 4.8m WIDE PEDESTRIAN 7.5m WIDE ROAD PROPOSED GREEN CONCOURSE 12.5mx14.5m PROPOSED COMMERCIAL 280sqm. 2470 sq.m PARKING 4m WIDE PEDESTRIAN PLAZA 9m WIDE ROAD HOLDING /TURNING AREA 12m WIDE ROAD 9mWIDEROAD 12m WIDE ROAD INFINITY GREEN AREA INFINITY GREEN AREA INFINITY GREEN AREA 2.5m WIDE PEDESTRIAN 2.5m WIDE PEDESTRIAN GREEN AREA 2.5m WIDE PEDESTRIAN 2.5m WIDE PEDESTRIAN 2.5m WIDE PEDESTRIAN GREEN AREA GREEN AREA PROPOSED PICK-UP PORCH PROPOSED DROP-OFF PORCH GLASS CANOPY NEW STATION BUILDING DIVYANGJAN PARKING 2m WIDE PEDESTRIAN 2.5m WIDE PEDESTRIAN 4 WHEELER PARKING GREEN AREA 2.5m WIDE PEDESTRIAN GREEN AREA 2 WHEELER PARKING AUTO PARKING 1 3 3 3 3 4 4 4 4 6 8 8 9 9 9 9 9 9 9 RAMP UP PLATFORM WIDENING AS PER SITE TOILET ESM 3.05x3.20 ESM 3.05x4.58 TOILET 3.65x3.05 TI OFFICE 3.65x5.18 BOOKING RECORD BATH 3.65x3.05 VERANDAH 3.05 MM WIDE PASSAGE 2.15x5.18 ROOM 3.65x5.18 RELAY ROOM 6.66x5.18 RETRING 3.65x5.18 VIP ROOM TOILET TOILET PORCH FACADE LINE GLASS CANOPY A B C D E 4m WIDE PEDESTRIAN 4m WIDE PEDESTRIAN Rammed Earth 100mm PCC 80mm Pavers DIVYANGJAN PARKING WHEEL STOPPER LVL ±00 GREEN AREA Rammed Earth 100mm PCC 80mm Pavers 2 WHEELER PARKING PEDESTRIAN 100mm Concrete 60mm Pavers 100mm RCC Kerb GREEN AREA 0.90m 0.30 0.60 WHEEL STOPPER LVL ±00 LVL +0.15 ROAD 100MM THK. WBM (AS/ STRUCTURE 50MM THK, BITUMEN PENETRATION MACADAM WHIT HARD STONE AGGREGATE OF SIZE 50-20 GRADE AS PER TENDER ITEM 25MM THK, PREMIX CARPET SURFACING ( WITH PAVING ASPHAL) 100MM THK WBM (If New Alignment of road) ROAD slope 2% LVL ±00 100MM THK. WBM (AS/ STRUCTURE ) 50MM THK, BITUMEN PENETRATION MACADAM WHIT HARD STONE AGGREGATE OF SIZE 50-20 GRADE AS PER TENDER ITEM 25MM THK, PREMIX CARPET SURFACING ( WITH PAVING ASPHAL) 100MM THK WBM (If New Alignment of road) 2.5M WIDE PEDESTRIAN ROAD slope 2% Foundation as/detail GREEN AREA 100MM THK. WBM (AS/ STRUCTURE 50MM THK, BITUMEN PENETRATION MACADAM WHIT HARD STONE AGGREGATE OF SIZE 50-20 GRADE AS PER TENDER ITEM 25MM THK, PREMIX CARPET SURFACING ( WITH PAVING ASPHAL) 100MM THK WBM (If New Alignment of road) 100mm Concrete 60mm Pavers 100mm RCC Kerb LVL +0.15 LVL ±00 0.90m 0.30 0.60 GREEN AREA GREEN AREA 0.60 PATTERN-2
7.5m WIDE ROAD PROPOSED COMMERCIAL 280sqm. 2470 sq.m PARKING 9m WIDE ROAD HOLDING /TURNING AREA 12m WIDE ROAD GREEN AREA 2.5m WIDE PEDESTRIAN 2.5m WIDE PEDESTRIAN 2.5m WIDE PEDESTRIAN GREEN AREA 2.5m WIDE PEDESTRIAN 4 WHEELER PARKING GREEN AREA 2.5m WIDE PEDESTRIAN GREEN AREA 2 WHEELER PARKING AUTO PARKING 4 4 4 6 8 8 9 9 9 B E 100mm 60mm Rammed Earth 100mm PCC 80mm Pavers DIVYANGJAN PARKING 100mm WHEEL STOPPER LVL ±00 GREEN AREA Rammed Earth 100mm PCC 80mm Pavers 2 WHEELER PARKING PEDESTRIAN 100mm Concrete 60mm Pavers 100mm RCC Kerb GREEN AREA 0.90m 0.30 0.60 WHEEL STOPPER LVL ±00 LVL +0.15 ROAD 100MM THK. WBM (AS/ STRUCTURE ) 50MM THK, BITUMEN PENETRATION MACADAM WHIT HARD STONE AGGREGATE OF SIZE 50-20 GRADE AS PER TENDER ITEM 25MM THK, PREMIX CARPET SURFACING ( WITH PAVING ASPHAL) 100MM THK WBM (If New Alignment of road) ROAD slope 2% PEDESTRIAN LVL ±00 100MM THK. WBM (AS/ STRUCTURE 50MM THK, BITUMEN PENETRATION MACADAM WHIT HARD STONE AGGREGATE OF SIZE 50-20 GRADE AS PER TENDER ITEM 25MM THK, PREMIX CARPET SURFACING WITH PAVING ASPHAL) 100MM THK WBM (If New Alignment of road) 2.5M WIDE PEDESTRIAN ROAD slope 2% Foundation as/detail GREEN AREA 100MM THK.
STRUCTURE ) 50MM THK,
PENETRATION MACADAM WHIT HARD STONE AGGREGATE OF SIZE 50-20 GRADE AS PER TENDER ITEM 25MM THK, PREMIX CARPET SURFACING ( WITH PAVING ASPHAL) 100MM THK WBM (If New Alignment of road) 100mm Concrete 60mm Pavers 100mm RCC Kerb LVL +0.15 LVL ±00 0.90m 0.30 0.60 PEDESTRIAN Foundation as/detail GREEN AREA Foundation as/detail GREEN AREA 100mm Concrete 60mm Pavers 0.90m 0.30 0.60 CPM/GSU/UMB SR. DEN/II Dy.CE/GS/UMB SR.DEN/CO ADEN/-PATTERN-2
WBM (AS/
BITUMEN
DETAIL
INFINITY GREEN AREA 2.5m WIDE PEDESTRIAN GREEN AREA 3 SECTION Gradual Proposed 9M Wide Road Green Hedge 2W Parking Bay Green Hedge lvl -0.05 lvl -99.70 lvl -0.10 lvl -99.90 Gradual slope Gradual slope Rammed Earth Below 9M Wide Road Auto Parking Bay Green Hedge Green Hedge Green Hedge lvl ±00 lvl -98.89 slope 2% Gradual slope Rammed Earth Below Green Hedge Proposed Boundary Wall 6M Wide Road 3M Wide Road Green Hedge 4W Car Parking Bays 4W Car Parking Bays 2W Parking Bays lvl -98.12 lvl ±00 lvl -98.06 lvl ±00 Filling to Maintain Level Gradual Slope Rammed Earth Below Parking area 0.15 WHEEL STOPPER AT 0.90m FROM CURB STONE/TOE WALL 0.90 - WHEEL STOPPER DESIGN AS PER SELECTION - WHEEL STOPPER AT 0.15m FROM CURB STONE/TOE WALL FOR AUTO /2 WHEELER PARKING slope 2% Rammed Earth/ Existing road 150MM THK WBM (AS/ STRUCTURE ) 100MM THK. WBM (AS/ STRUCTURE ) 50MM THK, BITUMEN PENETRATION MACADAM WHIT HARD STONE AGGREGATE OF SIZE 50-20 GRADE AS PER TENDER ITEM 25MM THK, PREMIX CARPET SURFACING ( WITH PAVING ASPHAL) SECTION SECTION SECTION YY' SCALE 1:5 DETAIL AT C DETAIL OF ROAD DETAIL AT A DETAIL A DETAIL C
Detail of green and pedestrian junction
Detail of parking and pedestrian junction
Floor lvl (-2.4m) Road lvl (-2.55m) Floor lvl (+0.15) OFC Room 4 Concrete embankment as per site Verandah Corridor Pedestrian
Track lvl -0.85m As per standard platform roof assemblies Rammed earth below Platform Existing PLATFORM lvl (±0.00m) 4m Wide Tensile canopy with same floor level as station building Floor lvl (+0.15) Floor lvl (+0.15m from road lvl) Road lvl (+0.1) from existing Floor lvl (+0.15) Entry/Exit area
Detail of road layers
Section BB'
5.1 Track lvl -0.85m Corridor Verandah As per standard platform roof assemblies Rammed earth below Concrete embankment as per site Platform Glass canopy 12m saucer Pedestrian Existing PLATFORM lvl (±0.00m) 8m Wide Tensile canopy with same floor level as station building Floor lvl (+0.15) 8 4 KEY PLAN
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Gradual slope
per structure Rammed earth below 12m wide road with saucer drain and kerb Green area 4.5m wide road with saucer drain and kerb Green area 7.5 wide road with saucer drain and kerb
slope (+0.1) existing lvl slope 2% wide road with saucer drain and kerb As per elevation slope 2% Road lvl (-2.7m) slope 2% Green area 4.5m wide road with saucer drain and kerb 1.5m wide median 7.5 wide road with saucer drain and kerb As per structure As per structure Rammed earth below Green area lvl (+0.45m from road drop lvl) EXISTING LVL EXISTING DRAIN EXTENDED EXISTING DRAIN ACC. TO THE NEW ROAD LVL 8 R0 CONSULTANT DRAWING SCALE: DATE: JOB NO. PROJECT TITLE CLIENT square 21A Pocket NOIDA -201304 Phone No.: Email id Office of Gati Shakti Ambala Cantt. NORTHERN CONSULTANT 12-07-2023 CPM/GSU/UMB SR. DEN/II Dy.CE/GS/UMB SR.DEN/CO ADEN/GS ADEN/ SSE/WORKS/GS SSE/PWAY SSE/WORKS REV DRAWN AJ REDEVELOPMENT PLAN R1 IS A B A' ELEVATION 230mm X 300mm RCC COLUMN B' 0.45 1.35 0.90 TYPE A 0.10 0.23 3.70 0.3 3.70 0.23 0.10 0.10 0.23 Detail at (A) 0.30 0.23 6#16MM BARS SHS 25X25X2 150 150 150 150 100 300 900 230 330 430 530 75 630 75 N.G.L. PB-1 40 THK DPC AS PER SPECIFICATION 1:4:8 LEAN CONC.OR TYP. 230 THK LOAD BEARING BRICK WALL DETAIL(FOR SOIL) SECTION B-B 630 75 H (Formation level to Top of Beam) 450 450 100 A X B 100 100 d D/4 D/4 8Ø@100C/C A B DETAIL AT(A) 0.15 0.15 0.15 0.14 0.39 0.23 0.050 0.050 0.87 0.050 SHS 25X25X2 SHS 60X60X2.4 SHS 60X60X2.4 A A F 1.50 1.50 F 1.50 1.50 F 1.50 1.50 0.90 L B H D ANCHORAGE (d) IN CASE OF FILLED EARTH THIS SECTION MAY BE REPLACED WITH DESIGN OF RDSO RETAINING WALL CONSULTANT DRAWING NO. REV SCALE: DATE: SIZE PDF FILE JOB NO. REV R0 R0 PROJECT TITLE NOTES:1. ALL DIMENSIONS ARE IN METER UNLESS NOTED OTHERWISE. 2. WRITTEN DIMENSIONS ARE TO BE FOLLOWED DRAWINGS ARE NOT TO BE SCALED. 3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT DRAWINGS. 4. CONTRACTOR/ SUPPLIER SHALL TAKE APPROVAL OF ANY CHANGES CLIENT square DESIGN 21A Pocket A, Sector 105, NOIDA -201304 Phone No.: 0120-4327200 Email id squdesign@gmail.com Office of Chief Project Manager, Gati Shakti Unit, DRM office Building Ambala Cantt. NORTHERN RAILWAY CONSULTANT SIGNATURE CLIENT SIGNATURE 11.07.2023 A3 N CPM/GSU/UMB SR. DEN/II Dy.CE/GS/UMB SR.DEN/CO ADEN/GS ADEN/ SSE/WORKS/GS SSE/PWAY SSE/WORKS REV DRAWN CHECKED DATE APPROVED PA AK ISHANI REDEVELOPMENT OF SANGRUR RAILWAY STATION BOUNDARY WALL SD2023-116-SAG-AR-23a SD2023-116-SAG-AR SD2023-116-SAG-AR.pdf First submission 11.07.23 R0 TYPE A BOUNDARY WALL ALONG THE MAIN ROAD
33
As
Gradual
Boundary wall details
34
The Wave
2nd Semester Design Studio
Kala Ghoda, Mumbai
35
Keywords:
Self as having superpowers Superpower of manipulating gravity
Implication in form of floating pod and ability of flight
Advantage of views of sea on all sides
Lush green forest cover to one side
Fluid form inspired from sea waves
Self with superpowers
36
Anthropometrics:
Activities designed for:
Flying
Experimenting with floatation
Reading
Dancing
Sleeping Cooking
Eating
Receiving guests
Enjoying sunset views
Working
Working of openings:
The openings are operated through the characters’ powers of making them weightless and sliding them out to reveal the open sky
1580 1250 1560 ANTHROPOMETRICS OF CHARACTERCONSIDERED FOR THE SPACE REQUIREMENTS FOR THE ACTIVITIES 380 1580 1250 1560 ANTHROPOMETRICS OF CHARACTERCONSIDERED FOR THE SPACE REQUIREMENTS FOR THE ACTIVITIES 380
Specific measurements taken to design tailored spaces
37
N 0 5 10M SITE PLAN AND ELEVATIONS SITE PLAN SCALE- 1:100 ELEVATION SCALE- 1:40 Right side view FRONT VIEW SITE PLAN PATH GLASS SHAFT MAIN STRUCTURE THRESHOLD SHEET 38
BALCONY DOESN'T HAVE RAILING AS DUE TO MY POWERS OF FLIGHT I CANT FALL OFF
GLASS HATCH TO LET IN LIGHT DIRECTED AT THE READING AREA. OPENABLE SO ALSO PROVIDES ACCESS TO SKY TO FLY OUT.
Form: Shape of sea wave
TERRACE TO ENJOY VIEW OF SUNSET AND SEA
Space formation through planes protruding out of skin at different levels
OPENABLE HATCH IN CEILING OF BATHROOM TO ALLOW EASY ACCESS FROM UPPER LEVELS
GLASS HATCH TO LET IN LIGHT DIRECTED AT THE READING AREA. OPENABLE SO ALSO PROVIDES ACCESS TO SKY TO FLY OUT.
DANCING AREA PLANES CAN TRANSFORM INTO A READING SPACE THROUGH MY POWERS OF CONTROLLING AND MAKING PLANES FLOAT
The internal spaces promote hobbies of dancing, reading and easy access through flight.
TERRACE TO ENJOY VIEW OF SUNSET AND SEA
Three parts: The approach
The semi-private area for receiving guests
The private space for character
DANCING AREA PLANES CAN TRANSFORM INTO A READING SPACE THROUGH MY POWERS OF CONTROLLING AND MAKING PLANES FLOAT
Sepratation through floating partitions which can be moved only by my superpowers thus allowing me to control access into the private areas of the pod.
TRANSVERSE SECTION
3000 3250 3600
TRANSVERSE
3000 FLOATING PARTITION SEATING AREA LONGITUDINAL 3000 3250 3600
SECTION
3000 2750
SEATING AREA LONGITUDINAL SECTION
FLOATING PARTITION
39
GLASS SHAFT WITH HORIZONTAL PLATFORM (MOVEMENT CONTROLLED BY MY POWER) PROVIDES ACCESS FOR REGULAR HUMANS
SMALL SEATING AREA TO RECEIVE GUESTS
SLIDING WINDOW TO ALLOW CROSS VENTILATION THROUGH POD
BALCONY (SHADED BY BALCONY ABOVE) TO PROVIDE SPACE TO ACCESS VIEW OF SEA EVEN ON HOT DAYS
60MM CONCRETE SHELL STRUCTURE
FLOATING PARTITIONS SPACED SUCH THAT THEY BLOCK ENTRY INTO MAIN SPACE UNLESS MOVED BY MY POWER
(TABLE) DOESN'T HAVE PERMANENT CHAIRS AROUND AS FLOATING PLANES CONTROLLED BY MY POWER CAN BE USED ON NEED BASIS, THUS FREEING UP THE SPACE TO ACT AS CIRCULATION SPACE
COUNTERTOP FOR COOKING WITH SLIDING WINDOW ABOVE TO ALLOW LIGHT, VENTILATION AND VIEW
3000 6000 5500
SLEEPING
at +7.0M 40
Plan
SLEEPING AREA
BALCONY (SHADED BY BALCONY ABOVE) TO PROVIDE SPACE TO ACCESS VIEW OF SEA ON HOT DAYS 60MM CONCRETE SHELL STRUCTURE
TO
COUNTERTOP FOR COOKING WITH SLIDING WINDOW ABOVE TO ALLOW LIGHT, VENTILATION AND VIEW
SEPARATED PLANES THAT CAN BE TRANSFORMED USING MY POWERS INTO A READING SPACE
GLASS WALL TO GET VIEW OF SEA FROM WITHIN THE POD (FROM BED)
OPEN AREA FOR PRACTICING DANCING,FLYING AND MAKING OBJECTS FLOAT
WORKSPACE
HORIZONTAL PLANES FLOATING AT VARIOUS LEVELS
5500
4600 6900
Plan at +10.50M 41
benches providing space to towards northeast to sun and rain bles enabling offices to have to create s to create
• R e tained: Open sunlit area and closed off area
Improvements:
The Hotspot
1st Semester Design Studio
Rose Garden, Delhi
• L -shaped op ening linking spaces on right instead of boring corridor
• L a rge re ctangular o p ening within closed off area to allow people to peek through thus enabling contact and mystery while retaining privacy
• Op enings a t b e nch a reas for kids to jump through enabling fun games
The focus was to create an installation in a garden area that people living in Kotla and students from SPA Delhi could use as a hangout spot. Mixing up different planes and creating barriers to vision was used to encourage mystery and a sense of exploration as well as provide options for interaction.
View from one entry
Sciography; Southeast sun
CREATION STUDY B
Sciography; South sun
42
benches space to northeast to rain enabling have create create
View
of interior
Improvements:
s to open area to encourage people to e a under cantilever
Study A
STUDY A
Standing table area made more interesting by adding a l to the one touching the ground
FINAL DESIGN to open area to encourage people under cantilever Standing table area made more interesting by to the one touching the ground
Open sunlit area and closed
Study B
Final Design
STUDY A STUDY B
• Open sunlit area with
towards south providing space to hang
• L-shaped opening linking spaces on right instead of boring corridor
• Retained Open sunlit area and closed off area
FINAL DESIGN
Improvements:
• Large rectangular opening within closed off area to allow people to peek through thus enabling contact and mystery while retaining privacy
EFFECT OF SUN FROM SOUTHEAST, SOUTH AND WEST AND THE CREATION OF SHADOWS
• L-shaped opening linking spaces on right instead of boring corridor
• Large rectangular opening within closed off area to allow people to peek through thus enabling contact and mystery while retaining privacy
• Openings at bench areas for kids to jump through enabling fun games
• Openings at bench areas for kids to jump through enabling fun games
EFFECT OF SUN FROM SOUTHEAST, SOUTH AND WEST AND THE CREATION OF SHADOWS
FINAL DESIGN
• More access to open area to encourage people to come there
• More access to open area to encourage people to come there
• Additional seating area under cantilever
• Additional seating area under cantilever
• Standing table area made more interesting by adding a floating wa to the one touching the ground
• Standing table area made more interesting by adding a floating wall to the one touching the ground
lunch
Use of bold openings to
mystery
of
benches
out in winters • Closed off area towards northeast to shield people from sun and rain especially in summers • Area with stand ng tab es enabling people coming from offices to have
•
create
• Use
varying heights to create rhythm
Sciography; West sun
43
View of workspace
View of multipurpose space
Conference room configurations: Altered for picthes to large and small clients and ongoing projetcs
With floor and wall retracted
With floor lifted
44
With floor and wall expanded
Sansara
The Architects Arena
Competition EntryWorkspace Design
The concept is to create transformable spaces (using retractable partitions, liftable floors and movable lightweight furniture) to convert private working spaces to joint discussion spaces. This concept also applies in multipurpose recreation areas which has foam stepped seating which can be altered in various configurations. Green space in the center allows for accessible rest areas from all parts of the structure with light and ventilation also pentrating from here.
45
Axonometric of plans
46
Revit Autodesk Certification Course
Training course on Revit in managing views, basic modelling, making and composing drawings, developing schedules, Revit rendering, etc
Certificate
47
AKSHITA JAIN
PLACE OF STAY: Noida, Uttar Pradesh, India
EMAIL: akshita5arch20@spa.ac.in
PHONE NO. : 9811126148
LINKEDIN: linkedin.com/in/akshita-jain-b6569b260
