Humza Electricwala-Architecture Portfolio by Humza Elec

HUMZA ELECTRICWALA

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Design Portfolio architecture

2018 - 2023

The Youth Centre Khar Municipal Market Housing @ Alang Design Dissertation 01 02 03 04 2020 2021 2021 2023 Contents Academic work

Working Drawing Extra - Curricular Freelancing Work Internship Work 05 06 01 02 2023 2021 - 22 2021-22 2020 - 21 Professional work

Ecological Awareness CentreDesign Dissertation

Location: Marambalpada,Virar

Semester: 10

The satellite City of Mumbai,Vasai-Virar, is urbanized to help decongest the population of Mumbai.However,during the process of urbanization,no due considerations were given to Vasai’s existing ecology.As the urbanizable area continue to expand,it endangers the ecology of the region and threatens the existence of the indigenous communities dependant on the ecology for their sustenance. The indigenous communities living along the coastal belt have over the years developed sustainable approaches to carry out their traditional occupations which help in conserving the ecosystem.

Understanding the nexus between urbanization and indigenous communities in the Vasai-Virar subregion and discussing their different roles in destroying and preserving Vasai’s coastal ecosystem is the main goal of the thesis. It also aims to understand the symbiotic relationship between the traditional occupations of the indigenous communities and the ecology of the region and come up with the strategies that could help in conserving the symbiotic relationship.

Occupation Based Community Mapping of Vasai-Virar:

Fishes from Arnala are sold all over vasai for consumption

Rice from Chikal dongri Consumed by the region

Arnala

Chikaldongri Mukkam

Flowers from Mukkam and Kathpada sold in regions market for oblation

Kathepada

Bheemnagar supplies Bamboo baskets to Arnala,Pachubandar,Bhuigaon & Chikaldongri for storage

Nandakhal

fig. 46. The Nexus between Communities of Vasai

Bheemnagar

Nandakhal use to import banana for making sukeli from Bhuigaon but now it imports from Kerala

Loharali

Bhuigaon

Bhuigaon supplies Banana tree byproducts to Dewale that makes ropes for tieing beetle leaves planers occupations under threat

Rangaon

Dewale

Salt is supplied to Arnala & Pachubandar Koliwadafor preserving the fishes

Salt pans

* Dotted arrows represent the relationship that exixted in the past but now have perrished. occupations on the verge of extinction

0.Chikaldongri-Paddy fields

1.Arnala Koliwada

2.Mukkam Village-Flower farming

3.Kathepada Village-Crape Jasmine Garlands.

4.Nandakhal Village-Sukeli Production

5.Bheemnagar-Bamboo Basket Craft

6.Loharali Village-Traditional Blacksmith

7.Bhuigaon-Aquaculture

8.Dewale Village-Beetle leaf Farming.

9.Rangaon Village-Watermelon Farming.

10.Nomadic farmers of Saltpans.

11.Kiravali-Creek Fishing

12.Pachubandar-Koliwada

13.Panju Island-Island Village of freedom fighters.

Kiravali

& provides fishes to Kiravali

Pachubandar

Fishes from Pachubandar are sold all over vasai for consumption

Panju Island

Panju supplies rice hay to Salt pan settlement to build huts LoharAli supplies metal equipments to Panju, Chikal Dongri & Arnala

INTRODUCTION

VASAI VIRAR ZONAL MAP:

11 unique mangroves

17 different fish species, 4 prawn species, and 3 crab specie

42 different kinds of birds

Vaitarna Creek

Coastal Belt (Uthalpat)

Wetlands & Saltpans

MARAMBALPADA VILLAGE CONTEXT

MARAMBALPADA VILLAGE FLORA AND FAUNA

Vasai Creek Urban belt (Khalpat) Mountain Belt (junglepat) Barren Land Barren Land Mangrove Cover Rice Farms Mangrove Cover Vaitarna Creek

EVOLUTION OF VILLAGE: OCCUPATION & CULTURE:

Cultural & Occupational Systems

Cule & Occupation

1950-1970 1970-1980 1980-2000 2000-2015 2015-2021 >2021

PROGRAM:

Built

Un-Built

1 2 3 4 1 2

Research Centre:

As Vasai-Virar region lacks research facility to carry out research & Study on Agriculture and Mangrove Biodiversity related topics

Interpretation Centre:

To educate Villagers & Urbanites about the importance of Mangrove & Marine biodiversity.

Community Resource Centre:

A space where villagers can produce traditional crafts and food and sell to earn secondary income and also which acts as a gathering space for the villagers during festivities.

Boat Workshop

A space where urbanites can learn and take part in local boat making art

Mangrove Trail:

A boardwalk to educate the visitors about the mangrove and to give them live experience of life under mangroves.

Urban Inserts: Pathway development,sittings and signges at various spots,shades and viewing decks etc will all be designed along the entire trail.

Concept & Form Evolution

Linearly oriented along the direction of existing water flow and perpendicular to the primary winds coming to the site reducing its intensity.

The Central Entry and Central Public Space bifurcates the tourist and professional areas efficiently and acts as the spine of the entire structure.

The roof imagined as a social space with 360 degree view of the surrounding natural context.The mounds mimic the Hillocks visible in the distant view.The main aim is to impart an experience of walking in midst of natural hillocks.

Structure merges with the surrounding landscape with the help of green roofs extented till ground.

Furthermore,the structure becomes the starting point of the much longer trail ahead.The change in levels and volume of the structure adds in enhancing the overall experience of the visitor.

Private Zone Private Zone Public Zone Public Zone Confluence Confluence

ROUTE USED BY VILLAGERS ROUTE USED BY URBANITES

1 2 3 4 5

SITE IDENTIFICATION:

MAJOR NODES MAJOR ROUTES DEVELOPMENT REGULATIONS 1 2 3 BECAUSE OF BOAT MAKING DUE TO PRESENCE OF TEMPLE DUE TO ACCESS TO JETTY PROPOSED SITE SITE 1: STARTING POINT OF THE TRAIL.MAJOR STRUCTURE CAN BE BUILT AS IT FALLS UNDER GREEN ZONE SITE 2 JETTY WILL BE REJUVINIZED TO CATER THE INCREASING TOURIST FOOTFALL SITE 3 A BOARDWALK AND BOAT SLIP TO BE DEVELOPED TO SUPPORT MANGROVE BOATING SITE 4 AS IT IS NEAR TO THE TEMPLE WHICH IS A MAJOR NODE,COMMUNITY CENTRE WILL BE DEVELOPED HERE AS AN EXTENSION TO TEMPLE PRESINCT SITE 5 THE SITE CAN BE USED FOR PROMOTING LOCAL SKILL OF BOAT MAKING 4

0m 50m 100m 200m Vaitarna Creek

Paddy Fields

Mangroves RESEARCH & INTERPRETATION CENTRE MARAMBALPADA

MANGROVE KAYAKING AND AFFORESTATION

COMMUNITY CENTRE BOAT MAKING PAVILLION WORKSHOP PAVILLION 1 2 3 4 6 5 Green House Vermicompost Shed Mud Crab Culture Processing Shed Laboratory Canteen Reception Interpretation Gallery Library + 9.7 m + 7.2 m + 10.0m + 7.3m + 3.6 m + 0.95 m MASTER PLAN

Paddy Fields Marambalpada Village Mangroves Mangroves Mangroves

JETTY PAVILLION

DRIVE

View of the Green House and the fields View of the Vehicular Entrance to the site

RESEARCH & INTERPRETATION CENTRE MASTER PLAN

View of the Mud Crab Culture Processing Shed

+ 9.7 m + 8.2 m + 9.7 m + 7.8 m + 4.2m + 4.2 m +0.95 m + 6.6 m + 9.0 m + 10 m + 7.3 m + 4.2 m Indoor Garden Classroom Canteen Interpretation Gallery Library Display Hall 2 Washrooms + 7.2 m + 5.8 m + 0.0 m + 0.0 m + 0.0 m + 0.0 m Section E-E’ Section D-D’ Elevation B View of the Display Hall 1 View of the Library View of the Interpretation Gallery View of the Display Hall 2

MARAMBALPADA JETTY MASTER PLAN

4.8m 3.2m 3.0m

View of the Community Centre showing facade inspiration from vernacular style View of the Workshop Pavilion imagined as activity space for the Villagers

COMMUNITY CENTRE MASTER PLAN

View of the Boat Making Pavilion,partially shaded and partially exposed to sunlight BOAT MAKING PAVILLION MASTER PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 20 21 22 23 26 25 16 24 27 30 35 28 29 31 34 33 32 36 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 C/C 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 8.25MM DIA MAIN STEEL BAR REINFORCEMENT @ 400 MM C/C 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 9.400 MM THK STABILIZED RAMMED EARTH RETAINING WALL 10.25 MM THK WATER PROOFING SLURRY LAYER 12.10MM THK GYPSUM BOARD 13.50MM 100MM ALUMINIUM HOLLOW SECTION FRAMING 14.500 MM DEPTH STEEL TRUSS 15.200 MM 250MM HOLLOW STEEL SECTION BEAM TREATED WITH WATERPROOFING CHEMICAL 16.10MM THK PROTECTION LAYER 17. 10MM THK ROOT BARRIER 18.2MM THK STEEL DECK SHEET 19.10 MM THK WATER PROOFING LAYER 20. 50 MM 100 HOLLOW STEEL JOIST @ 500 MM C/C 22. FABRIC FIBRE 23. 100 MM THK GROWTH SUBSTRATE 21. 100 MM THK DRAINAGE LAYER 24.VEGETATION 25. R.C.C WATER CHANNEL 26. GRAVEL 11. EARTH FILL 27.BONDING & SEALING AGENT 28.230 MM THK BRICK RETAINING WALL 30.25 MM THK MASONARY CAPPING 29.200 MM DEPTH MASONARY CAPPING 31. ALUMINIUM RETAINING MEMBER 32. ALUMINIUM CIRCULAR FRAMING 33. SEALANT 34. 10 MM THK THOUGHENED GLASS 36.100 MM THK THERMAL INSULATION 35. GALVANIZED STEEL GRATING 23 22 21 35 26 25 17 11 10 27 21 16 17 36 34 32 33 20 14 23 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 C/C 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 8.25MM DIA MAIN STEEL BAR REINFORCEMENT @ 400 MM C/C 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 9.400 MM THK STABILIZED RAMMED EARTH RETAINING WALL 10.25 MM THK WATER PROOFING SLURRY LAYER 12.10MM THK GYPSUM BOARD 13.50MM X 100MM ALUMINIUM HOLLOW SECTION FRAMING 14.500 MM DEPTH STEEL TRUSS 15.200 MM 250MM HOLLOW STEEL SECTION BEAM TREATED WITH WATERPROOFING CHEMICAL 16.10MM THK PROTECTION LAYER 17. 10MM THK ROOT BARRIER 18.2MM THK STEEL DECK SHEET 19.10 MM THK WATER PROOFING LAYER 20. 50 MM 100 HOLLOW STEEL JOIST @ 500 MM C/C 22. FABRIC FIBRE 23. 100 MM THK GROWTH SUBSTRATE 21. 100 MM THK DRAINAGE LAYER 24.VEGETATION 25. R.C.C WATER CHANNEL 26. GRAVEL 11. EARTH FILL 27.BONDING SEALING AGENT 28.230 MM THK BRICK RETAINING WALL 30.25 MM THK MASONARY CAPPING 29.200 MM DEPTH MASONARY CAPPING 31. ALUMINIUM RETAINING MEMBER 32. ALUMINIUM CIRCULAR FRAMING 33. SEALANT 34. 10 MM THK THOUGHENED GLASS 36.100 MM THK THERMAL INSULATION 35. GALVANIZED STEEL GRATING 23 22 21 35 26 25 17 11 10 9 27 12 13 14 20 15 30 10 23 31 22 21 16 17 36 3 34 32 33 20 14 23 18 19 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 C/C 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 8.25MM DIA MAIN STEEL BAR REINFORCEMENT @ 400 MM C/C 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 9.400 MM THK STABILIZED RAMMED EARTH RETAINING WALL 10.25 MM THK WATER PROOFING SLURRY LAYER 12.10MM THK GYPSUM BOARD 13.50MM 100MM ALUMINIUM HOLLOW SECTION FRAMING 14.500 MM DEPTH STEEL TRUSS 15.200 MM 250MM HOLLOW STEEL SECTION BEAM TREATED WITH WATERPROOFING CHEMICAL 16.10MM THK PROTECTION LAYER 17. 10MM THK ROOT BARRIER 18.2MM THK STEEL DECK SHEET 19.10 MM THK WATER PROOFING LAYER 20. 50 MM 100 HOLLOW STEEL JOIST @ 500 MM C/C 22. FABRIC FIBRE 23. 100 MM THK GROWTH SUBSTRATE 21. 100 MM THK DRAINAGE LAYER 24.VEGETATION 25. R.C.C WATER CHANNEL 26. GRAVEL 11. EARTH FILL 27.BONDING SEALING AGENT 28.230 MM THK BRICK RETAINING WALL 30.25 MM THK MASONARY CAPPING 29.200 MM DEPTH MASONARY CAPPING 31. ALUMINIUM RETAINING MEMBER 32. ALUMINIUM CIRCULAR FRAMING 33. SEALANT 34. 10 MM THK THOUGHENED GLASS 36.100 MM THK THERMAL INSULATION 35. GALVANIZED STEEL GRATING 23 22 21 35 26 25 17 11 10 27 9 12 13 14 20 15 30 10 23 31 22 21 16 17 36 34 32 33 20 14 23 18 19 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 C/C 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 8.25MM DIA MAIN STEEL BAR REINFORCEMENT @ 400 MM C/C 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 9.400 MM THK STABILIZED RAMMED EARTH RETAINING WALL 10.25 MM THK WATER PROOFING SLURRY LAYER 12.10MM THK GYPSUM BOARD 13.50MM 100MM ALUMINIUM HOLLOW SECTION FRAMING 14.500 MM DEPTH STEEL TRUSS 15.200 MM X 250MM HOLLOW STEEL SECTION BEAM TREATED WITH WATERPROOFING CHEMICAL 16.10MM THK PROTECTION LAYER 17. 10MM THK ROOT BARRIER 18.2MM THK STEEL DECK SHEET 19.10 MM THK WATER PROOFING LAYER 20. 50 MM X 100 HOLLOW STEEL JOIST @ 500 MM C/C 22. FABRIC FIBRE 23. 100 MM THK GROWTH SUBSTRATE 21. 100 MM THK DRAINAGE LAYER 24.VEGETATION 25. R.C.C WATER CHANNEL 26. GRAVEL 11. EARTH FILL 27.BONDING SEALING AGENT 28.230 MM THK BRICK RETAINING WALL 30.25 MM THK MASONARY CAPPING 29.200 MM DEPTH MASONARY CAPPING 31. ALUMINIUM RETAINING MEMBER 32. ALUMINIUM CIRCULAR FRAMING 33. SEALANT 34. 10 MM THK THOUGHENED GLASS 36.100 MM THK THERMAL INSULATION 35. GALVANIZED STEEL GRATING 23 22 21 35 26 25 17 11 10 8 27 7 12 13 14 20 15 30 10 23 31 22 21 16 17 36 34 32 33 20 14 23 18 19 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 8.25MM DIA MAIN STEEL REINFORCEMENT @ 400 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 9.400 MM THK STABILIZED EARTH RETAINING WALL 10.25 MM THK WATER PROOFING SLURRY LAYER 12.10MM THK GYPSUM BOARD 11. EARTH FILL 23 22 21 35 26 25 17 11 34 32 33 20 14 23 Detail A Detail A Detail C Detail C Detail D Detail D Detail B Detail B Showing connection between the green roof extended till ground and the surface drainage Showing the termination of Rammed Earth Wall below the green roof. Showing the connection of rammed earth retaining wall with the R.C.C Plinth. Detail of the skylight on the sloped green roof. Stip Section Cutting through green roof extended till the ground and the rammed earth retaining wall Scale 1:25 SCALE :1:10 Key plan 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 C/C 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 8.GALVANIZED STEEL ANCHOR BOLTS 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 9.10 MM THK GALVANIZED STEEL BASE PLATE 10.300 MM X 300 MM HOLLOW GALVANIZED STEEL COLUMN FABRICATED BY WELDING TWO OPP. CHANNEL SECTIONS 12.10MM THK PLASTER BOARD 13.50MM X 100MM ALUMINIUM HOLLOW SECTION FRAMING @ 500 MM C/C 14.50 X 50 MS ANGLE SECTIONS USED AS STRUTS 15.100 X 100 MS ANGLE SECTIONS USED AS MAIN SIDE BEAMS OF THE TRUSS 11. 400 MM THK STABILIZED RAMMED EARTH WALL 16. 50 MM X 100 HOLLOW STEEL JOIST @ 500 MM C/C 17.100 MM THK THERMAL INSULATION 18.10MM THK PROTECTION LAYER 19. 10MM THK ROOT BARRIER 20. 100 MM THK DRAINAGE LAYER 21. FABRIC FIBRE 22. 100 MM THK GROWTH SUBSTRATE 23.GRAVEL 24.50 X 50MM MS GALVANIZED ANGLE SECTION 25.10 MM THK MS PLATE 27.100 X 100 MM GALVANIZED ANGLE CLIT JOINERY 26.2MM THK STEEL DECK SHEET 28.100 X 100 GALVANIZED MS CHANNEL SECTION 29.100 MM DIA GALVANIZED STEEL PIPE 30.GALVANIZED MS BOLTS 31.10 MM THK GALVANIZED MS GUSSET PLATE 32.10 MM THK GALVANIZED STEEL GRATING 33.R.C.C WATER CHANNEL 34.40 MM THK ECO PAVER BLOCK 35.230 MM THK BRICK CURB WALL 36.EARTH FILL 37.CEMENT SCREEDING 38.ALUMINIUM RETAINING MEMBER 39.WATERPROOFING TREATMENT 12 13 15 11 10 23 23 29 27 28 38 17 23 19 20 21 18 22 23 16 26 24 25 14 32 33 34 11 10 8 9 7 29 35 36 3 2 4 37 39 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 C/C 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 8.GALVANIZED STEEL ANCHOR BOLTS 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 9.10 MM THK GALVANIZED STEEL BASE PLATE 10.300 MM X 300 MM HOLLOW GALVANIZED STEEL COLUMN FABRICATED BY WELDING TWO OPP. CHANNEL SECTIONS 12.10MM THK PLASTER BOARD 13.50MM X 100MM ALUMINIUM HOLLOW SECTION FRAMING @ 500 MM C/C 14.50 X 50 MS ANGLE SECTIONS USED AS STRUTS 15.100 X 100 MS ANGLE SECTIONS USED AS MAIN SIDE BEAMS OF THE TRUSS 11. 400 MM THK STABILIZED RAMMED EARTH WALL 16. 50 MM X 100 HOLLOW STEEL JOIST @ 500 MM C/C 17.100 MM THK THERMAL INSULATION 18.10MM THK PROTECTION LAYER 19. 10MM THK ROOT BARRIER 20. 100 MM THK DRAINAGE LAYER 21. FABRIC FIBRE 22. 100 MM THK GROWTH SUBSTRATE 23.GRAVEL 24.50 X 50MM MS GALVANIZED ANGLE SECTION 25.10 MM THK MS PLATE 27.100 X 100 MM GALVANIZED ANGLE CLIT JOINERY 26.2MM THK STEEL DECK SHEET 28.100 X 100 GALVANIZED MS CHANNEL SECTION 29.100 MM DIA GALVANIZED STEEL PIPE 30.GALVANIZED MS BOLTS 31.10 MM THK GALVANIZED MS GUSSET PLATE 32.10 MM THK GALVANIZED STEEL GRATING 33.R.C.C WATER CHANNEL 34.40 MM THK ECO PAVER BLOCK 35.230 MM THK BRICK CURB WALL 36.EARTH FILL 37.CEMENT SCREEDING 38.ALUMINIUM RETAINING MEMBER 39.WATERPROOFING TREATMENT 12 13 15 11 10 23 23 29 27 28 38 17 23 19 20 21 18 22 23 16 26 24 25 14 32 33 34 11 10 8 9 7 29 35 36 3 2 4 37 39 1.HARD EARTH MURUM 2.RUBBLE PACKING 3.150 MM THK P.C.C BEDDING 4.R.C.C SHALLOW FOOTING 5.8MM DIA LINKS @ 200 C/C 7.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 8.GALVANIZED STEEL ANCHOR BOLTS 6.12MM DIA MAIN STEEL REINFORCEMENT @ 300 C/C 9.10 MM THK GALVANIZED STEEL BASE PLATE 10.300 MM X 300 MM HOLLOW GALVANIZED STEEL COLUMN FABRICATED BY WELDING TWO OPP. CHANNEL SECTIONS 12.10MM THK PLASTER BOARD 13.50MM X 100MM ALUMINIUM HOLLOW SECTION FRAMING @ 500 MM C/C 14.50 X 50 MS ANGLE SECTIONS USED AS STRUTS 15.100 X 100 MS ANGLE SECTIONS USED AS MAIN SIDE BEAMS OF THE TRUSS 11. 400 MM THK STABILIZED RAMMED EARTH WALL 16. 50 MM X 100 HOLLOW STEEL JOIST @ 500 MM C/C 17.100 MM THK THERMAL INSULATION 18.10MM THK PROTECTION LAYER 19. 10MM THK ROOT BARRIER 20. 100 MM THK DRAINAGE LAYER 21. FABRIC FIBRE 22. 100 MM THK GROWTH SUBSTRATE 23.GRAVEL 24.50 X 50MM MS GALVANIZED ANGLE SECTION 25.10 MM THK MS PLATE 27.100 X 100 MM GALVANIZED ANGLE CLIT JOINERY 26.2MM THK STEEL DECK SHEET 28.100 X 100 GALVANIZED MS CHANNEL SECTION 29.100 MM DIA GALVANIZED STEEL PIPE 30.GALVANIZED MS BOLTS 31.10 MM THK GALVANIZED MS GUSSET PLATE 32.10 MM THK GALVANIZED STEEL GRATING 33.R.C.C WATER CHANNEL 34.40 MM THK ECO PAVER BLOCK 35.230 MM THK BRICK CURB WALL 36.EARTH FILL 37.CEMENT SCREEDING 38.ALUMINIUM RETAINING MEMBER 39.WATERPROOFING TREATMENT 12 13 15 11 10 23 23 29 27 28 38 17 23 19 20 21 18 22 23 16 26 24 25 14 32 33 34 11 10 8 9 7 29 35 36 3 2 4 37 39 1 2 3 4 5 6 7 10 11 12 31 30 22 21 20 19 18 17 13 14 15 16 8 9 23 25 24 28 26 27 29 32 33 34 35 36 100 120 DIA BAMBOO RAILING CONNECTED TO TIMBER POST BY GALVANIZED STEEL ANCHOR JOINT 120 X 120 TIMBER POST DECKING MADE OF TREX 50 X 100 MM TIMBER JOISTS SPACED EQUALLY 50 X 200 MM TIMBER BEAM 50 X 100 MM TIMBER CROSS BRACINGS 100 - 120 DIA BAMBOO RAILING CONNECTED TO TIMBER POST BY GALVANIZED STEEL ANCHOR JOINT 120 X 120 TIMBER POST DECKING MADE OF TREX 50 X 100 MM TIMBER JOISTS SPACED EQUALLY 50 X 200 MM TIMBER BEAM TIMBER SPACERS 1025 1050 Marshy Earth Details of proposed Mangrove Board Walk

steel hollow

Plan Section

Detail of joinery between steel truss and

column..

Detail A Detail B

Detail of joinery between steel hollow column and R.C.C Plinth & the rainwater runoff water drainage

Detail A Detail B SCALE :1:10 SCALE :1:10 Key plan

Stip Section showing the joineries between the structural members Scale :

1:25

Kitchen Details 05

Foundation & Plinth Beam Layout Ground Floor Layout

Fibonacci Cafe , Powai Interiors

Freelance

Abha Narain Lambah Associates

2021 - 22

Abha Narain Lambah Associates is one of the leading firms for Heritage Conservation,Restoration and Historical Interiors. Few Projects on which I worked on are mentioned below.Detailed hardcopy of the work can be produced during interviews.

National Centre for Performing Arts , Mumbai

Worked on : Art Gallery Interiors

Garden Cafe Landscape

Dhutpapeshwar Temple , Rajapur Bandra Station, Mumbai

Worked on : On site Documentation

Condition mapping

Proposal Drawings

Worked on : On site Documentation Documentation Drawing

Internship

Gateway of India , Mumbai Patiala Palace,Park Hotels Srinagar Smart City Illumination

Worked on : Street Furniture Design Tender Drawings

Worked on : Furniture Design Working Drawings

Worked on : 2D Drawings

Internship