Shobitha Jacob by SHOBITHA JACOB

DESIGN PORTFOLIO SHOBITHA JACOB

UCLA Architecture and Urban Design, Thom Mayne Studio School of Planning and Architecture, New Delhi

RESUME SHOBITHA JACOB M Arch W Centinela Avenue, Los Angeles 90045 (310)-694-7168 shobithaj@gmail.com shobithaj.blogspot.com

Education

Languages

UCLA, Architecture and Urban Design, (MArch, 2015) Post Professional Master’s Degree from Thom Mayne Studio

English (proficient with good communication skills) Hindi (proficient) Malayalam (proficient)

School Of Planning and Architecture, New Delhi (BArch, 2013) Licensed Architect in India

Relevant Skills

Awards and Positions

Design Software - Autodesk Revit, AutoCAD, Rhinoceros,Google Sketchup, Ecotect Rendering - V-Ray, Maya(Mental Ray), Keyshot Graphic Design - Photoshop, Indesign, Illustrator, Premier Pro, After Effects General - MS Office, Bluebeam Revu

2016| Suttered Debris Wall, awarded the patent for the method in India

Architectural Modelling

Books and Publications 2015| Cap-Haitien NOW II, Thom Mayne Studio, UCLA 2015| “Robotic Motion in Digital Fabrication”, Greg Lynn Studio, UCLA 2013| Thesis, Redevelopment of Terminal complex, SPA 2013| Urban Design -Redensification of Metro Corridor 2012| Context in a Contest (pg 141, Seminar 2012/Architecture and Beyond) 2012| Sustainability through Fractal Architecture (Dissertation on Fractals) 2011| Intervention Iqbal Maidan (pg 30, Historical Site Study 2011, Bhopal) 2010| Heritage Site Study, Kalpa, 2010 3

2013| Architectural Thesis selected to be exhibited at SPA 2012| HUDCO College Coordinator, NASA National Association of Students of Architecture 2011| Coorndinator Zephyr, the Fasion society of SPA National Institute Design, RGB Design Festival, Fashion Design, First Place 2010| UTOPIA College Festival, Fashion Show, First Place IIT Roorkee Transparence, Spotlight Finalist Model United Nations, Represented Bahrain 2009| Art Work got selected to be exhibited at the Art Studio of School of Planning and Architecture, New Delhi 2008| Talent Scholarship Award, Bhavan’s Vidya Mandir (High School) 2007| Event coordinator, Inter-School Festival, Magnum Opus (High School)

Work Experience Shubin Donaldson Architects www.shubinanddonaldson.com Designer Novmber 2015 - Present - Sawtelle SRO, Los Angeles

- Coonan Cross Church (Ongoing) A historic church rebuilt using CSEB (compressed stabilised earth blocks) using catenary vaults and domes. Preparing construction drawings for the completion of the curch and providing constructoin administration.

Shell and Core remodel of an existing 42 unit motel to a Single Room Occupancy (SRO) structure, permitted within a Commercial Zone, reducing existing units to create space for ADA Compliance and for inclusion of a community space. Preparing construction documents and cunsultant coordiantion.

- Jayalal Residence (Complete) A house centered arund a courtyard where the villagers gather for specific events. The load bearing walls are made of Shuttered Debris Wall a material still under research.

- West End Hotel, Culver City, Los Angeles

- Raani - Rammed Earth Residence (Complete) A house cut into the hills made with rammed earth and concrete retaining walls. Preparing complete set of design drawings and Site Supervision.

Sunset Housing, Los Angeles (On-going)

Studio Mumbai Architects www.studiomumbai.com Junior Architect February 2012 - August 2012

Shell and Core remodel of a Hotel. Working on the project from making the BIM model, designing the interiors and preparing construction documents.

-Mixed-use building with housing, commercial, recreational spaces and multi-storey parking. Helped in the design process, we won the project and is currently in schematic design phase.

Morphosis Architects www.morphosis.com Intern June 2015 - August 2015 - Haiti Life Tree, Haiti

An off-grid, self-sustaining, multi-functional infrastructural unit. The first prototype is under construction in Haiti and it began as a studio project at UCA Urban Design Studio. I have prepared the data, presentaion packages, the construction documents and been on two site visits to Haiti.

- Gallery MA Exhibition, Japan (Complete) I was in charge of the exhibition layout, model making, compiling books, videos for the exhibition and Shipment of exhibits to Japan - TNT Resort, Cochin (Ongoing) Preparing construction documents and drawings for a resort on a historic site. - Mahindra Residence, Mumbai (Ongoing) Preparing design drawings for high rise residential tower in Mumbai.

Wallmakers, Arches and Domes Architect June 2013 - June 2014 - Kakkathuruttu Residence - Zero Energy Building (Complete) A zero energy building powered by passive energy sources and carefully planned water management systems. Wind turbine and solar panels are provided on the roof. Preparing design sheets, construction documents and project management. 4

CONTENTS Graduate Work 01 Haiti Life Tree - Off-Grid Utility Station for people of Haiti,

On-going project at Morphosis Architects

02 The Leaf - EV promotion and development, Los Angeles 03 Fabric Forms - Robotically positioned fabric forms for casting

Professional Work 04 Studio Mumbai - Exhibition at TOTO Gallery MA Japan 05 Arches and Domes - Completed projects in Compressed Earth Blocks, Guastavino Tile Arch and Rammed Earth

06 Shubin Donaldson - Sawtelle (SRO), Single Room Occupancy 5

Undergraduate Work 07 Thesis - Backwater Precinct Development, Kerala, India 08 Housing - Inclusive Housing, New Delhi 09 Urban Design - HUDCO

Kathputli Slum Redevelopment

2014 2015

GRADUATE WORK

University of California Los Angeles, Thom Mayne Studio

2014 2015

HAITI LIFE TREE

Off-Grid Utility station for the people of Haiti

The Life Tree Project is a network of off-grid, self sustaining infrastructural units that aim to respond to Haitiâ&#x20AC;&#x2122;s most immediate urban challenges: limited access to clean drinking water, electricity, and youth education. Each unit pumps ground water to be stored on elevated tanks, which then filtered and distributed strategically to a community of approximately 7000 people. It will generate enough energy not only to supply clean water for nearby community, but also provide electricity for music education of children, and attract communal gathering through screen projections. Driven by preceeding two-year long research, ilfe tree units are designed to exist in most vulnerable cities of Haiti. The Life Tree engages at multiple levels encompassing research, analysis and integrative design proposals that investigate the regionâ&#x20AC;&#x2122;s most relevant social and cultural issues and translates them into design and policy proposals to meet specific community needs

Well 400m Radius

WATER

Public Latrine 100m Radius Hanging Latrine Girl drinking water from a public hand pump. 1% of water is from piped infrastrucutre.

52 % of the people in Cap-Haïtien receive improved water.

SANITATION

Public Water collection point Haiti. There is no sewage network in Cap-Haïtien.

24% of the people receive improved sanitation.

ELECTRICITY Pvt Latrine

Korean engineers inspecting water quality at Mapou River in Cap-Haïtien. 11

20% of the people receive improved electricity.

Shared Latrine

Public Latrine

Hanging Latrine

Flying Latrine

Open defecation

Water is taken from wells to meet the water demands of the city. Existing wells and sanitation facilities are plotted on the map to identify those areas that do not have any of these infrastructure facilities. Those areas that do not have any infrastructue amenities are considered the most vulnerable areas.

HAITI LIFE TREE

Off-Grid Utility station for the people of Haiti Team: Andre Simapranata and Shobitha Jacob with The Now Institute and Morphosis Architects

10,000 Students

21,000 Students

78,000 Children in Cap-Haïtien Key: Catchment School Location

Single Classroom 80 Students/School

Multi- Storey 900 Students/School

Center Courtyard 700 Students/School

41% of the population is below the age of 18

children preparing to go to school, Cap-Haïtien.

Only 8% of the schools are public

Children practicing at Cemuchca music school, Cap-Haïtien.

Multi Storey w Courtyard 1000 Students/School

Low literacy rate due to lack of available and affordable education facilities. Four types of educational institutions, both private schools and public schools, are plotted on the map to figure out those areas that do not have any education facility.

Private schools cost 40X more than public schools

Public schools are ovecrowded and lack in proper education facilities.

EDUCATION Teaches: 60 Students/Day

ELECTRICITY Provides: 10,000 Watt/Day

10 Student: Music School

PV Panel : 12 Sqm

Water Storage Container: 8000 L Tank

Kolon Filter: Max. Rate 2036 L/Hr Potable water Haitien Standard: 20L bucket

WATER Serves: 7.000 People/Day

PERFORMANCE ANALYSIS The unit provides clean drinking water and music education with energy obtained from solar radiation. A daily timeline of the performance is plotted on the graph to analyze the functioning of the Life Tree 13

HAITI LIFE TREE

Off-Grid Utility station for the people of Haiti

8000 L Tank

Music School

Garden Tools Steel Tower

Filtration Room

Water Distribution

Caretaker Space

1 Water Distribution 2 Filter 3 Projector

4 Fabric Cover 5 Water Tanks 6 Pipes

EXISTING SITE CONDITION

running stream

entrance gate projection screen

Existing Abandoned Building Structure

seatings for viewing

Water Outlet Area

LIFE TREE IMPACT ON SITE

Music Classroom for 20 kids

LIFE TREE WITH PROJECTION SCREEN FOR EDUCATION

HAITI LIFE TREE

Off-Grid Utility station for the people of Haiti

Life Tree on Site, addressing the immediate surrounding with context specific functions.

EXISTING SITE CONDITION

4.5 m

community educational garden 2.5 m

projected screen 4.5 m

entrance gate

projector

2.5 m

filter cleaning access

1.5 m 3m

LIFE TREE WITH COMMUNITY GARDEN

LIFE TREE IMPACT ON SITE

EAST LOS ANGELES

IDENTIFYING THE CHARGING LOCATIONS

BOYLE HEIGHTS, LINCOLN HEIGHTS, EL SERENO, HIGHLAND PARK

ELECTRICAL VEHICLE PROMOTING AND DEVELOPMENT PLAN charging+workout

About the Module...LE

EAST LOS ANGELE

BOYLE HEIGHTS, LINCOLN HEIGHTS, EL SERENO, HIG

charging+park

ELECTRICAL VEHICLE PROM

About the Module...LEAF>>>

EAST LOS ANGELES charging+laundary

BOYLE HEIGHTS, LINCOLN HEIGHTS, EL SERENO, HIGHLAND PARK charging+business

ELECTRICAL VEHICLE PROMOTING AND DEVELOPMENT PLAN charging+greeting charging+infromation m 7.1200 lighting system

charging+shopping

solar panel solar panel supporting structure screen & front panel

Screen

m 2.4000

charging outlet

cable

primary structure--precast steel elastic material--SmartwrapTM

charging+fastfood

metal panel base electricity generator foundation base bolt

16% efﬁciency in MARKET

5 kWh

Emergency Case 22 kWh

charging+transportation

44% efﬁciency in LAB

15 kWh

cable 240 V

secondary structure spindle

charging+cafe

PV Cell

Skin

AND PARK ENT PLAN

OTING AND DEVELOPMENT PLAN

EAF>>>

GHLAND PARK

MOTING AND DEVELOPMENT PLAN

2015

THE LEAF : EAST LA

Electric Vehicle promotion and development scheme, UCLA Summer Studio

Promoting the use of Electric Vehicles (EV), we were to design charging stations in designated areas in Los Angeles. In East Los Angeles, we came up with a smart module that = is cost efficient and technologically advanced adapting to specific contexts.

DEVELOPMENT PLAN =

m 7.1200

lighting system

This module is a symbol for clean energy generation and PV Cell Skin emerging technologies. It is prefabricated and brought to site for installation.

solar panel solar panel supporting structure screen & front panel

Screen

m 2.4000

charging outlet

cable

primary structure--precast steel

240 V During day-time it is a charging station for EVs and by night it transforms to street lighting with advertisements.

elastic material--SmartwrapTM secondary structure metal panel spindle base electricity generator foundation base bolt

cable

16% efďŹ ciency in MARKET

5 kWh

lighting system solar panel

EV car culture is introduced at Mariachi plaza, the first lighting system location for an EV Charging module. An educational and m 7.1200 solar panel promotional venue for manufacturing and experimenting the solar panel supporting structure charging modules. m 2.4000

screen & front panel Emergency Case

44% efďŹ ciency in LAB

Screen

PV Cell

Skin

screen & front panel

solar panel supporting structure charging outlet 22 kWhoutlet charging

m 7.1200

m 2.4000

Screen

PV Cell

Skin

cable

primary structure--precast steel elastic material--SmartwrapTM

primary structure--precast steel

TM structure elastic material--Smartwrapsecondary

cable

cable 240 V

1 2 3 4 5 6 7 8 9 10 11 12 13 14

lighting system solar panel solar panel support screen and front panel charging outlet primary structure smartwrap secondary structure metal panel spindle base electricity generator foundation base bolt

THE LEAF - PLAN

lighting system lighting system lighting system lighting system solar panelsolar panel solar panel lighting system solar panel solar panelsolar supporting panel supporting structure solar panelstructure supporting structure solar solar panel panel supporting structure 2.4000 m2.4000 m screen & front screen panel & front panel& front panel screen m 2.4000 solar supporting screenpanel & front panel structure charging outlet charging outlet charging outlet m 2.4000 screen & front charging outletpanel primarysystem structure--precast primary structure--precast steelstructure--precast steel primary steel lighting charging outlet primary structure--precast steel TM TM TM elasticpanel material--Smartwrap elastic material--Smartwrap elastic material--Smartwrap solar TM primarymaterial--Smartwrap structure--precast steel elastic secondary secondary structure structure secondary structure TM solar panelelastic supporting structure material--Smartwrap secondary structure m 2.4000 metal panel metal panel metal panel screen & front panel structure secondary metal panel spindle outlet spindle spindle charging metal spindlepanel base base basesteel primary structure--precast spindle base electricity generator electricity generator TM electricity generator elastic material--Smartwrap base electricity generator foundation foundation base base foundation base secondary electricity structure foundationgenerator base bolt panelbolt bolt metal 16% efficiency16% efficiency 16% foundation base bolt in MARKET 16% in MARKET efficiency in MA spindle bolt in MARKET 16% efficiency base in MARKET electricity generator foundation base bolt

16% 44% efficiency44% efficiency 44% in MARKET LAB in LABefficiency in LAB 44% in LAB 44% efficiency in LAB

44% efﬁciency in LAB

THE LEAF - SECTION 19

AsAs aAs a Starting Starting Spot>>> Spot>>> a Starting Spot>>>

THE LEAF - EXPLODED VIEW

37 37 37

m 7.1200 lighting system

lighting system

solar panel

THE LEAF : EAST LA

solar panel supporting structure screen & front panel

m 7.1200

m 2.4000

solar panel

Screen

primary structure--precast steel

PV Cell

Skin

solar panel supporting structure

charging outlet

cable

Screen

m 2.4000 cable

Electric Vehicle promotion and development scheme, UCLA Summer Studio charging outlet screen & front panel

elastic material--SmartwrapTM

240 V

secondary structure metal panel base

elastic material--SmartwrapTM

electricity generator foundation base bolt

primary structure--precast steel

spindle

16% efﬁciency in MARKET

secondary structure 5 kWh

metal panel spindle

44% efﬁciency in LAB

Emergency Case 22 kWh

base electricity generator foundation base 15 kWh

bolt

16% efﬁciency in MARKET

5 kWh

Emergency C 22 kWh 44% efﬁciency in LAB

15 kWh

As a Starting Spot>>>

EAST LOS ANGELES

BOYLE HEIGHTS, LINCOLN HEIGHTS, EL SERENO, HIGHLAND PARK

ELECTRICAL VEHICLE PROMOTING AND DEVELOPMENT PLAN

As a Starting Spot>>>

LEAF STATION - ACTIVITIES AT THE STATION

EAST LOS A

BOYLE HEIGHTS, LINCOLN HEIGHTS, EL SE

ELECTRICAL VEHICLE PROMOTING AND DEVELO SITE DEVELOPMENT

EAST LOS ANGELES

BOYLE HEIGHTS, LINCOLN HEIGHTS, EL SERENO, HIGHLAND PARK

ELECTRICAL VEHICLE PROMOTING AND DEVELOPMENT PLAN

2015

FABRIC FORMS

Robotically positioned fabric forms for concrete casting

Fabric forms enabled us to achieve a faster, simpler and economic way to cast concrete forms with precision and flexibility, when traditional methods to cast complex geometry is expensive and time consuming. Flexible fabric formwork is adaptable and can be controlled. The team chose to use lycra as the material for formwork, the basic shape is defined by the fixed end conditions in the x,y,z coordinates, which the robotic arms stretch to develop the shape. The extent of stretch and rotation of lycra gave us a series of forms. It retained a natural unpredictability combined with high precision.

Fabric

Formwork

Gravity & Tension

Result

Images

Variable Geometry

FABRIC FORMS

Robotically positioned fabric forms for concrete casting

Modules with interlock

Coordinates in the xyz axis for physical modelling 25

FABRIC FORMS

Robotically positioned fabric forms for concrete casting

Developing a module

Interconnected pattern with the variable modules

Variable modules

Imprint of fabric texture on module

2011 2016

PROFESSIONAL WORK

Works from Studio Mumbai and Wallmakers

2011 2012

STUDIO MUMBAI : PRAXIS Exhibition at TOTO Gallery MA Japan

â&#x20AC;&#x153;Praxis is the process by which a theory, lesson, or skill is enacted, practiced, embodied or realized. It may also refer to the act of engaging, applying, exercising, realizing or practicing ideas.â&#x20AC;? The work of the studio is distinguished by the fact that the entire design and construction of the building is carried out manually by a network of architects and skilled craftsmen. The studio has approximately 200 resident people working on the buildings, that use locally derived materials and construction methods. In the exhibition, materials, models, mock-ups, drawings that were actually used in the studio were transported from India and reconstructed in Tokyo. They are assembled in a way the visitors have the opportunity to experience the air, light and sound of the Studio. 30

PRODUCED BYPRODUCED AN AUTODESK BY AN EDUCATIONAL AUTODESK EDUCATIONAL PRODUCT PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PLAN - exhibits arranged in the Shipment container

SECTION - exhibits arranged in the Shipment container

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Drawing board stand for drawings in life size scale 31

Table for architectural models

Lime Plaster Wall

STUDIO MUMBAI : PRAXIS Exhibition at TOTO Gallery MA Japan

Project Team: Joseph Van Der Steen, Andre Murer, Markus Abegg, Heather McVicar, Takumi Kimura, Sudar Oli Gunasekaran, Shobitha Jacob & Carpenters

Model made from wood along with carpenters

Maiking life size mock ups of lime plaster walls

Making bronze models of completed projects

STUDIO MUMBAI : PRAXIS Exhibition at TOTO Gallery MA Japan

Mahindra Residential Tower: A residential tower for a family in Mumbai City. I worked on architectural drawings, models, presentation package and attended cleint meetings. These models were exhibited at Gallery Ma in Japan.

2013 2014

ARCHES,VAULTS IN EARTH ARCHITECTURE projects in Compressed Earth Blocks, Guastavino Tile Arch and Rammed Earth

Vaults and domes in exposed masonry are featured in several projects. The team of masons skilled in this method of construction are from Auroville Earth Institute where they learned this technique. The domes and vaults are constructed â&#x20AC;&#x2DC;free spanningâ&#x20AC;&#x2122; which is without a formwork, thereby reducing the cost and, increasing the pace of masonry construction. The arches are stabilized using Nubian Technique that was developed in ancient Egypt. All vault shapes are calculated to develop catenary forces in the masonry. Their thickness and span can therefore be optimised. I have worked on resorts, residences, churches, pavilions and have conducted workshops, on Guastavino Tile Arch System and Catenary Vaulting with compressed blocks, for Architecture students. 36

ARCHES,VAULTS IN EARTH ARCHITECTURE Coonan Cross Church in Compressed Earth Blocks

Project Team: Vinu Daniel, Suresh, Jinsy R, Thufail Basheer, Bibin Mohan, Sandesh Krishnakumar, Shobitha Jacob and masons

NOT STABLE

STABLE

NOT STABLE

ARCH STABILISATION: Multple iterations using Nubian Technique to find the Optimum Arch

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

NOT STABLE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Final Stabilised Arch used for the main Vault

Catenary Vaults for Side Aisles 39

Free Spanning Construction of the Central Vault

ARCHES,VAULTS IN EARTH ARCHITECTURE Coonan Cross Church in Compressed Earth Blocks

Construction of the main vault in Nubian Technique using compressed earth blocks. The vaulting does not require any form of shuttering, there are no steel members for support. The load is transferred by a reinforced beam below the Vault. Plan and rendered view of the Church

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2015 2016

SAWTELLE (SRO)

Single Room Occupancy Structure, Shubin Donaldson Architects

STRUCTURED PLANTING

DIAGRAM: NEW MASSING

All ideas, designs, and plans indicated or represented by these drawings are owned by and property of Shubin + Donaldson Inc. and were created and developed in for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any other purpose whatsoever without the written permission of Shubin + Donaldson Inc.

SAWTELLE SRO_JANUARY 19 016

SAWTELLE SRO_JANUARY 19 017

DIAGRAM: PLANTING

(N) CIRCULATION

(N) ENTRY

DIAGRAM: CIRCULATION

SKETCH: CONCEPTS

SAWTELLE SRO_JANUARY 19 021

SAWTELLE SRO_JANUARY 19 022

DIAGRAM: CIRCULATION

OMIT (E) OVERHANG ON STREET SIDE

COURTYARD STREET FACADE

SAWTELLE SRO_JANUARY 19 011

DEMOLISH (E) 1-STORY STRUCTURE

(E) ENTRY

DIAGRAM: (E) BUILDING MASSING

DIAGRAM: PARTIALLY MODIFY / DEMOLISH (E) BUILDING

SAWTELLE SRO_JANUARY 19 012

(N) COMMUNAL SPACE / LOUNGE

SAWTELLE SRO_JANUARY 19 013

DIAGRAM: COURTYARD

SAWTELLE SRO_JANUARY 19 018

SAWTELLE SRO_JANUARY 19 019

DIAGRAM: EXTERIOR SKIN

(N) UNITS

COURTYARD FACADE (N) PARAPET

LEFT: Concept evolution and rough sketch of the design. RIGHT: Renderings of the interior courtyard and a rendered plan of the room layout 43 DIAGRAM: NEW MASSING_GROUND LEVEL

SAWTELLE SRO_JANUARY 19 014

SAWTELLE SRO_JANUARY 19 015

DIAGRAM: NEW MASSING_UPPER LEVEL

DIAGRAM: INTERIOR SKIN

SAWTELLE (SRO)

Single Room Occupancy Structure, Shubin Donaldson Architects

Project Team: Russel Shubin, Robin Donaldson, Ilya Kozin, Geo Chavez, Elisabetha Curea and Shobitha Jacob

N 2

3 SCALE: 3/32”=1’

LEGEND 1

open courtyard lounge seating

3 N 3

communal table

3 SCALE: 3/32”=1’

LEGEND

[place] 324 sunset avenue suite e venice ca 90291 T310 450 8100

1 2

open courtyard lounge seating

site concept plan

3 4

communal table

KEYNOTE LEGEND

DESCRIPTION

05.02

11 GA., PERFORATED METAL PANELS WITH 4 BENT EDGES AT DISCHARGE AIR LOUVERS, FIELD PAINTED W/ EXTERIOR GRADE, HIGH PERFORMANCE STEEL PAINT, MATTE FINISH. COLOR: TBD. 60" HIGH, 16 GA. PERFORATED SHEET METAL EQUIPMENT SCREEN ON HSS 4 X 2 FRAME. PAINTED. 3/16" THK. HOT ROLLED STEEL CANOPY OVER DOORS, FIELD PAINTED W/ EXTERIOR GRADE, HIGH PERFORMANCE STEEL PAINT, MATTE FINISH. COLOR: TBD. HSS 4 X 2 CANOPY STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. 3/16" THK. STEEL PLATE CANOPY ATTACHED TO HSS SUB-STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. 11 GA. BENT, PERFORATED METAL SCREEN ATTACHED TO HSS SUB-STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. STL. LANDSCAPE STRUCTURE. REFER TO LANDSCAPE DRAWINGS +42" HIGH GUARDRAILS: 3 X 4 PAINTED REDWOOD VERTICAL SLATS AT 6-1/4" O.C. ALTERNATE #1: 3 X 4 WESTERN RED CEDAR SLATS, CLEAR COAT SEAL DOORS & WINDOWS PER SCHEDULE 6" WIDE FACTORY CUT TRESPA PANELS ON CONCEALED CLIP ATTACHMENTS ON VAPROSHIELD WATERPROOF MEMBRANE OVER 5/8" THK. ALTERNATE #1: 1 X 4, SQUARE NOSE, WESTERN RED CEDAR T&G SIDING, CLEAR COAT SEAL. OVER 2 LAYERS OF 20# FELT. CLEAR COAT SEAL. ROOM ID SIGN MOUNTED AT +60" A.F.F. TO CENTERLINE OF SIGN PLUMBING LINES SHOWN DIAGRAMMATICALLY. REFER TO PLUMBING DRAWINGS MECHANICAL LOUVERS BEHIND PERFORATED SCREEN. PROVIDE INSECT SCREENS. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFO LIGHT FIXTURES REFER TO LIGHTING AND ELECTRICAL DRAWINGS

05.04 05.11 05.20 05.21 05.22 05.26 06.09

10.01 22.03 23.03 26.01

CONVENIENCE OUTLET SHOWN FOR LOCATION ONLY. REFERE ELEVATION DRAWINGS FOR ADDITIONAL INFORMATION

01 A4.02

APPLIENCE OUTLET SHOWN FOR LOCATION ONLY. REFERE TO DRAWINGS FOR ADDITIONAL INFORMATION 01

(N) T. (N)O.T.O. PARAPET PLATE 21' - 0" TYP 05.22 . TYP 05.21 . 05.20 TYP .

21'-0"

2'-0 1/2"

9'-0"

LD2

4'-0"

PT-07

LD2

CL CL

DATE

W/D W/D

5630 SAWTELLE BLVD, CULVER CITY, CA 90230

STN-01

TILE-03

ø 5' - 0" 02

ACC-07

SHUBIN+ DONALDSON

LI C

ø 5' - 0"

5'-4 1/2"

05.12

A3.03 2

All ideas, designs, and plans indicated or represented by these drawings are owned by and are property of Shubin + Donaldson Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Shubin + Donaldson Inc. © 2016 Shubin + Donaldson Inc. 6/8/2016 9:29:24 AM

3'-7 1/2" CL 16'-9 1/2"

3'-7 1/2" CL

11'-1"

3'-7 1/2" CL

2'-6" CL

8'-10 1/2"

CL 1'-3"

COMMUNITY ROOM - LARGE SCALE RCP SCALE: 1/4" = 1'-0"

DATE

DESCRIPTION

COMMUN ROOM ENLA FLOOR PLA REFLECT CEILING P

A6.0

22'-0"

P.C. SUBMITTAL

DRAWN BY: Author

REV. #

3'-7 1/2"

O F C L I FO A

05.30.2016

08.04

2'-11 1/4"

10"

ARCHITEC

D A RCH SE I EN E L L SHU T LIC. # C19250 Exp. 12/31/17

DESCRIPTION

6 1/2"

LOS A 3834 CULV T [310 F [310

4'-0" 10.01

G/W

05.12

SANTA BARBARA OFFICE 3890 LA CUMBRA PLAZA LANE #200 SANTA BARBARA, CA 93105 T [805] 682-7000 F [805] 682-7001

G/W

DRAWN BY: Author

REV. #

A6.06

FLR-01

RESTROOM

RU S

PT-07

LAUNDRY

G/W

SAWTELLE SRO

4'-0"

4'-0" CL

EQ-07

P.C. SUBMITTAL

A9.01

SCALE: 1/4" = 1'-0"

W/D

LD2

COURTYARD EXTERIOR ELEVATIONS

NORTH COURTYARD EXTERIOR ELEVATION

2'-7"

4'-0"

FIN-02

08.04

ACC-06

6 1/2" 7 1/2"

RU S

TYP.

LD2

FIN-02

5'-0"

7'-4"

F.F. LEVEL 1 0' - 0" 06

LD3

G/W

FIX-09

T EC

F.F. LEVEL 1 0' - 0"

EQ-08

GFI +42"

05.30.2016

ACC-04 ACC-05

05.02 TYP.

GFI

LD3

LN1

FE O F CA L I FOR T

LD3

05.12

ACC-09 FIX-10

T EC

TYP.

08.01

LIC. # C19250 Exp. 12/31/17

05.26 23.03

A R C H I T E C T S I N C.

D A RCH SE I EN E L L SHU T B

10.01 10.01

22.03

9' - 0"

06.12

W/D

S H U B I N +D O N A L D S O N

LI C

(E) F. F. LEVEL 2 9' - 0"

6'-8"

04 A9.06

RESTROOM

LAUNDRY 9' - 0"

05.02 TYP. (E) F. F. LEVEL 2 9' - 0"

LD2

05.12

EQ-01 T GFI +42"

SCALE: 1/4" = 1'-0"

LOS ANGELES OFFICE 3834 WILLAT AVENUE CULVER CITY, CA 90232 LD3 T [310] 204-0688 F [310] 204-0219

1'-6"

4'-0"

2'-5"

SANTA BARBARA OFFICE 3890 LA CUMBRA PLAZA LANE #200 SANTA BARBARA, CA 93105 T [805] 682-7000 F [805] 682-7001

06.09

4'-6"

STN-01

GFI +42"

4'-0"

26.01

TYP.

1'-6"

EQ-01

06.12

08.01

2'-7"

3'-5 1/2"

5'-4"

16'-8"

SAWTELLE SRO

JOB NO. 1562

14'-0 1/2"

16'-0"

(E) T.O. PLATE 17' - 3"

09.09

10' 1" 9' -- 3" SOFFIT

A6.07

6 1/2"

26.01

05.11

5630 SAWTELLE BLVD, CULVER CITY, CA 90230

06.09

EQ-03

05.11

EQ-04 EQ-03

EQ-04

A6.07

NOT FOR CONSTRUCTION

09.09

1'-8"

TYP.

05.20 TYP.

(E) T.O. PLATE 17' - 3"

LD2

03 02

(N) T. O. PARAPET 21' - 0"

05.22 TYP. 05.21

EQ-02 FIX-08

LD2 OUTLINE OF ROOF BEHIND PARAPET (N) T. O. PARAPET 21' - 0"

EQ-02 FIX-08 FIX-07

4'-0"

EQ-11

4'-1"

A4.01

8 1/2"

4'-2"

CL 02

LD2

15'-5"

EQ-11

3'-10"

62'-0"

02 A4.01

16'-9 1/2" 8 1/2"

LD2

19'-6 3/4"

13' - 1" 12'CLG - 7"HT 10' - 6" SOFFIT

2'-7 1/4" 1/2"

LD2

COMMUNITY ROOM

LD2

4'-3"

LD2

01 A4.02

05.12

3'-10"

05.12

24'-10"

4'-2 1/2"

43'-7 1/2"

D 23.01

SOFFIT ABOVE

4'-0"

LD2

FLR-01

COMMUNITY ROOM

FIN 04

LD2

24'-10"

26.04

4'-0"

FIN 04

SCALE: 1/4" = 1'-0"

A6.07

" 1/2

LD2

62'-0"

A6.07

LD2

20'-8"

F.F. LEVEL 1 0' - 0"

WEST COURTYARD EXTERIOR ELEVATION

14'-10 3/4"

4'-0"

26.01 F.F. LEVEL 1 0' - 0"

08.02

TYP.

20'-0"

9'-0"

LD2

7'-4" 09.09

" 1/2

TYP.

26.04

1'-8

05.02

26.03

26.01 26.03

CL " CL 1/2 1'-8

LD2 11 A9.03

EXT F.O. GLASS

3'-11 1/2"

16'-10"

LN1 (E) F. F. LEVEL 2 9' - 0"

10.01 23.01

" 4'-0

17'-3"

21'-0"

17'-3"

" 4'-0

" 17'-9

7'-4"

A4.01

B (E) F. F. LEVEL 2 9' - 0"

4'-2 3/4"

08.04

12'-0"

26.01

23.03 TYP.

8'-10 1/2"

4'-2 3/4"

(E) T.O. PLATE 17' - 3"

06.09

11'-1"

4'-2 3/4"

HSS COLUMNS PER STRUCTURAL 2 X 6 STUDS AT 16" O.C. 'ARCADIA INC.' STOREFRONT SYSTEM TC670 SERIES WITH TH630 WITH 1" THK. INSULATED SOLARBAN 70 GLASS. INTERMEDIATE H TH266. COLOR: SILVER SHADOW - UC 106707 XL. HORIZONTAL AT FULLY CAPTURED SYSTEM TO MATCH THE VERTICAL MULLION. PROVIDE STEEL CHANNEL MULLION REINFORCING AS REQUIRED REQUIREMENTS WITH MANUFACTURER PRIOR TO BID AND INCL BID. 'ARCADIA INC.' STOREFRONT SYSTEM TC670 SERIES WITH TH630 WITH 1" THK. TRANSLUCENT SPANDREL GLASS. SUBMIT SAMPLE HORIZONTAL TO BE TH266. COLOR: SILVER SHADOW - UC 106707 DOORS TO BE A FULLY CAPTURED SYSTEM TO MATCH THE VER TO VERIFY AND PROVIDE STEEL CHANNEL MULLION REINFORCIN TO VERIFY ALL REQUIREMENTS WITH MANUFACTURER PRIOR TO AS PART OF BASE BID. ROOM ID SIGN MOUNTED AT +60" A.F.F. TO CENTERLINE OF SIGN MECHANICAL DUCTING / ABOVE. INSTALL AS HIGH AS POSSIBLE. EQUIPMENT AND DUCTING SUBMITTAL REQUIRED. REFER TO ME LIGHT FIXTURES REFER TO LIGHTING AND ELECTRICAL DRAWIN RETRACTABLE PROJECTION SCREEN. VERIFY/COORDINATE AND REQUIREMENTS WITH A/V VENDOR PROJECTOR. VERIFY/COORDINATE AND PROVIDE ALL POWER R A/V VENDOR

08.01 TYP.

12'-10" 10"

DESCRIPTION

05.12 06.12 08.02

" 4'-0

12'-0"

(E) T.O. PLATE 17' - 3"

05.11

1'-2"

12 A9.03

KEY

CL " 1/2

05.02 TYP 05.04 .

3'-9"

05.11

KEYNOTE LEGEND

2'-4

3'-9"

(N) T. O. PARAPET 21' - 0"

OUTLINE OF ROOF BEYOND

THERMOSTAT SHOWN FOR LOCATION ONLY. REFERE TO ELEVA FOR ADDITIONAL INFORMATION

A4.02

A PL

TV LOCATION. PROVIDE 1 1/4" CONDUIT TO APPROVED AV RACK VERIFY W/ IT/AV VENDOR PRIOR TO INSTALATION

FOLDING DOOR 60'-11 1/2"

A4.01

4'-2 1/2"

4'-0"

14'-10"

3'-5 1/2"

01 A4.01

08.01 09.09

1. DIMENSIONS ARE TO THE FACE OF FINISH U.N.O. 2. REFER TO M.E.P. & LIGHTING PLAN FOR ADDITIONAL INFORMATION

LEGEND

NOTES

KEY

4 COMMUNITY ROOM - LARGE SCALE FLOOR PLAN SCALE: 1/4" = 1'-0"

All ideas, designs, and plans indicated or represented by these drawings are owned by and are property Inc. and were created and developed for use in connection with the specified project. None of such ide be used for any purpose whatsoever without the written permission of Shubin + Donaldson Inc. © 2016 Shubin + Donaldson Inc.

Sawtelle (SRO), Shubin Donaldson Architects

The construction documents are made in Revit for Sawtelle SRO at Shubin Donaldson Architects

KEYNOTE LEGEND

07.06 06.06

(E) UNIT 4

(E) UNIT 5

UNIT A 103

UNIT A 104

UNIT B 105

127

128

120G

102

5'-2" 101A CL

6'-6 1/2"

3'-2" CL

103

5'-2" 102A CL

6'-6 1/2"

3'-2" CL

20'-0 1/4"

05.21

COMMUNITY ROOM 120

05.22

122

16 R@ 7" MAX. 15 T@ 11" EA.

TYP.

07.11

LAUNDRY 118

CL OF STEEL COLUMN

SCALE: 3/4" = 1'-0" EXT. FACE LOS(E) ANGELES OFFICE OF STUD 3834 WILLAT AVENUE CULVER CITY, CA 90232 T [310] 204-0688 F [310] 204-0219

A R C H I T E C T S I TRASH N C.

UGH (N) BUILDING @ WEST FACADE SCALE: 3/4" = 1'-0"

WALL SECTION @ EXT. PLASTER WALL (2ND FLOOR WINDOW)

SCALE: 3/4" = 1'-0"

WALL SECTION THROUGH (N) BUILDING @ EAST FACADE SCALE: 3/4" = 1'-0"

FOR CONTINUATION OF FOOTING REFER TO STRUCTURAL DWGS.

WALL SECTION @ COURTYARD CANOPY SCALE: 3/4" = 1'-0"

TYP

133

109A

TYP

116

7'-1 1/2"

P.C. SUBMITTAL

115

6/8/2016 9:29:39 AM

7'-5 1/2"

6'-5 1/2"

CL CL3'-2 1/2" 112

137

112A

134

111A CL 3'-2" CL3'-2 1/2" 4'-3" CL

10'-9"

D.S.

111

136

WATER HEATER

(E) UNIT 13

UNIT A 114

(E) UNIT 12

UNIT A 113

01 A6.03

UNIT C 110

(E) UNIT 11

UNIT A 112

SAWTELLE SRO

SCALE: As indicated SANTA BARBARA OFFICE 3890 LA CUMBRA PLAZA LANE #200 SANTA BARBARA, CA 93105 T [805] 682-7000 F [805] 682-7001

S H U B I N +D O N A L D S O N

UNIT A 111

110B EXT. FACE OF (E) STUD

MANAGER'S OFFICE 115

9'-8"

115B

13'-8 1/2"

9'-9"

7'-6"

1'-4 3/4" 11'-0 3/4"

8'-10 1/2"

D.S.

114B

13'-8 1/4" 13'-11 1/4"

113B

112B

15'-7 3/4" 13'-11 1/4"

60'-8"

13'-8 1/4" 13'-11 1/4"

111B

7'-5 1/2" CL

13'-11 3/4" CL

13'-4 1/4"

3 '-0 13

A R C H I T E C T S I N C.

LIC. # C19250 Exp. 12/31/17

O F C L I FO A

05.30.2016

/4"

P.C. SUBMITTAL

DRAWN BY: Author

REV. #

DATE

DESCRIPTION

14'-11 3/4"

LEVEL 1 FLOOR PLAN

96'-11 3/4"

LOS ANGELES OFFICE 3834 WILLAT AVENUE CULVER CITY, CA 90232 T [310] 204-0688 F [310] 204-0219

D A RCH SE I EN E L L SHU T

/4" 51 7'/2" 71 5'-

JOB NO. 1562

5630 SAWTELLE BLVD, CULVER CITY, CA 90230

135

(E) UNIT 10

11 3/4"

138

(E) UNIT 14

20'-4"

A5.01

114A 6'-5 1/2"

117A

DESCRIPTION

7'-5 1/2"

109B

CL OF STUD

ELECTRICAL 116

123

CL OF STUD

N R

WALL SECTIONS

117

EXT. F.O.S. ABOVE EXT. FACE OF (E) STUD

EXT. FACE OF (E) STUD

11 3/4" POST FOOTING BEYOND, PER STURCTURAL

UNIT AR 109

06.05

117

7'-9" LI C

RU S

DATE

05.20 05.22

SL. DN. 6'-0" 14'-10 1/2" @ 1:12 CL 4'-0 1/2" CL

3'-6 1/2"CL

MPOE 123

DRAWN BY: Author

REV. #

120D

(E) UNIT 9

T EC

05.30.2016

118

A3.02

F.F. LEVEL 1 0' - 0"

O F C L I FO A

120J

119

16 R@ 7" MAX. 15 T@ 11" EA.

03.07

09.04

108B

132

2% SLOPE F.F. LEVEL 1 0' - 0"

F.F. LEVEL 1 0' - 0"

CL OF STUD

109

F.F. LEVEL 1 0' - 0"

LIC. # C19250 Exp. 12/31/17

TYP.

06 A9.01

09.04

21 A9.04

TYP.

01 A9.01

T EC

D A RCH SE I EN E L L SHU T

STAIR #3

114A

FOR CONSTRUCTION

9'-0"

7'-3 1/4"

SANTA BARBARA OFFICE 3890 LA CUMBRA PLAZA LANE #200 SANTA BARBARA, CA 93105 T [805] 682-7000 F [805] 682-7001

SHUBIN+ DONALDSON

ø 5' - 0"

121

5630 SAWTELLE BLVD, CULVER CITY, CA 90230

118A

RESTROOM 119

107B

D.S.

JOB NO. 1562

6'-6 3/4"

SAWTELLE SRO

09.09

09.02

09.04

(E) UNIT 7 UNIT AR 107

131

CL OF STUD

W/D W/D W/D W/D

14'-10"

06.07

07.03

03.06

06.05

01 A6.10

ON (N) 2X FURRING

08.01

107

CL OF STEEL COLUMN

09.01

COMMUNITY ROOM

09.02

107A

108A

15'-0 1/4"

14'-5 1/4"

12'-7"

07.03

09.01

05.12 04 A9.06

106B

(E) UNIT 8

CL OF STUD

A3.01

06.10 07.11

UNIT AR 106

130

UNIT AR 108

(E) F. F. LEVEL 2 9' - 0"

06.10

97'-6"

A4.01

CL OF STUD

06.07

05.13 (E) F. F. LEVEL 2 9' - 0"

05.12

A3.03

(E) COURTYARD

01 A6.05

159

106

(E) UNIT 6

CL OF STUD

24'-9 3/4"

09.04

106A

STAIR #1

A3.04

120E

CL OF STUD

04 03

3'-6" 03 A9.03

104A C L

105

LI C

06.09 09.09

06.02

08.02

4'-8 1/2"

01 A6.09

120H

CL OF STEEL COLUMN

06.17

09.09

RU S

05.28

8'-3 1/2"

TYP.

CL OF STUD

07.02

07.11

6'-6 1/2"

06.05

05.16

06.18

5'-2" 103A CL

104

1'-3 1/2"

3'-6"

05.12

09.09

105B

D.S.

129

3'-0"

CL OF STEEL COLUMN

126

125

A 14'-11 3/4"

(E) UNIT 3

UNIT A 102

101

139

CL OF STEEL COLUMN

09.02

(N) F.F. LEVEL 2 14' - 5 1/4"

(E) UNIT 2

UNIT A 101

14'-11 3/4"

120F

05.13

(E) UNIT 1

SLOPE 2% MAX.

(N) F.F. LEVEL 2 14' - 5 1/4"

3'-10 3/4"

105B

03 A6.01

07.07

104B

01 A5.02

01 A6.01

103B

6'-6 3/4"

08.01

A4.01

05.22

23 A9.04

09.04

09.02

05.20

09.04

(E) T.O. PLATE 17' - 3"

1'-3 1/2"

06.10 06.09

102B

16'-0"

20'-0 1/4"

06.04

07.02

09.02

101B

14'-11 1/4"

16'-0"

EXT. FACE OF (E) STUD

06.03

14'-0"

15'-0 1/4"

05.21 (E) T.O. PLATE 17' - 3"

14'-0"

14'-11 1/4"

14'-10"

97'-6"

05.22

12'-0 1/2"

14'-10"

14'-0 1/4"

07.03 04 A9.03

14'-10"

13'-9"

06.06

05.24

F.O.S.

07.01

06.07

EXTERIOR WALKWAY

CL OF STEEL COLUMN

09.09

UNIT A (SIM.)

07.06

16'-5"

CL OF STEEL COLUMN

06.08

60'-8 1/2"

8'-8"

NOT FOR CONSTRUCTION

8'-10 1/2"

11'-0 3/4"

97'-11 1/2" 2'-4 1/2"

07.01

24'-9 3/4"

(N) T. O. PARAPET 21' - 0"

14'-10"

05.22

06.08

09.02 09.04 09.09

06.11

7'-9"

TYP.

14'-0 3/4"

08.01

06.07

09 A9.01

4'-4 1/4"

05.20

06.04 06.05

18'-11 1/4"

09.01

07.02

09.02

06.11

07.03

05.21

22'-5 3/4"

09.02

HSS COLUMNS PER STRUCTURAL (N) STEEL STRINGER STAIR ABOVE HSS 4 X 2 CANOPY STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. 3/16" THK. STEEL PLATE CANOPY ATTACHED TO HSS SUB-STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. 11 GA. BENT, PERFORATED METAL SCREEN ATTACHED TO HSS SUB-STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. (N) BUILDING ABOVE (E) WALKWAY ABOVE

05.22

DESCRIPTION

05.12 05.16 05.20

A3.01

01 A4.02

EXT. FACE OF (E) STUD

05 A9.03

08.01 08.02

05.21

21'-7 3/4"

07.11

05.20

13'-11 3/4"

06.03

TYP.

13'-8 3/4"

06.07

KEY

14'-0 1/4"

07.06 07.07

ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED CONTRACTOR TO VERIFY ALL DIMESIONS AND CONDITIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPENCIES BEFORE PROCEEDING WITH WORK.

KEYNOTE LEGEND

13'-9"

09.09

CL CL 3'-2 1/2"

06.06

6'-5 1/2"

07.06

06.06

07.01

07.06

14'-0"

06.08

EXISTING RELOCATED

1. REFER TO CIVIL, LANDSCPAE, STRUCTURAL, MEP & LIGHTING DRAWING FOR ADDITIONAL INFORMATION

CL 3'-2 1/2"CL

06.07

06.10 06.11 06.17 06.18 07.01 07.02 07.03

EXISTING

(E) R

GENERAL_NOTES

15'-5"

07.01

06.09

CL OF STUD

06.08

(N) T.O. PARAPET 26' - 7"

1. 2.

CL3'-2 1/2"CL 5'-5 1/2"

06.06 06.07

TYP.

NEW

(E)

NOTES:

CL 1'-2"

09 A9.01

(N)

SEE WALL TYPES FOR MORE INFORMATION. SEE INTERIOR ELEVATIONS / SECTIONS FOR WALL HEIGHTS

10'-10"

05.28 06.02 06.03

(N) LOW WALL

CL 4'-4"

05.24

(N) METAL STUD PARTITION

CL OF STUD

05.22

(E) WALL / COLUMN TO REMAIN

CL OF STUD

05.21

PROPERTY LINE

CL OF STUD

(E) SIDEWALK. PATCH AND/OR REPAIR / REPLACE AS REQUIRED. REFER TO CIVIL DWGS. GC. TO WALK THE SITE WITH AN AUTHORIZED OWNER'S REPRESENTATIVE AND INCLUDE AS PART OF HIS/HERS BID ALL THE NECESSARY SIDEWALK IMPROVEMENTS (N) CONCRETE SLAB PER STRUCTURAL (E) ON GRADE CONCRETE SLAB. PATCH AND MATCH AS REQUIRED 8" X 3" X 1/2" THK. EXTRUDED ALUMINUM FINS AT +/-24" O.C. CLEAR ANODIZED FINISH. HSS COLUMNS PER STRUCTURAL 'WF' STEEL BEAMS PER STRUCTURAL HSS 4 X 2 CANOPY STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. 3/16" THK. STEEL PLATE CANOPY ATTACHED TO HSS SUB-STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. 11 GA. BENT, PERFORATED METAL SCREEN ATTACHED TO HSS SUB-STRUCTURE. PAINTED WITH HIGHT PERFORMANCE SHERWIN WILLIAMS PAINT. COLOR: TBD. 11 GA CLEAR ANODIZED ALUMINUM PANEL. SHIM AS REQUIRED FOR PLUM INSTALLATION. COUNTERSINK S.S. SCREWS 20 GA. METAL SOFFIT AND/OR CEILING FRAMING FRAMING TJI FLOOR FRAMING PER STRUCTURAL (E) 2 X FLOOR AND/OR ROOF FRAMING. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFO PLYWOOD CRICKETS. ALL FLOW LINES TO SLOPE 1/4" PER FT. MIN. PLYWOOD SHEATHING PER STRUCTURAL. PROVIDE PLYWOOD SHIM PANEL AT WALLS THAT ARE NOT DESIGNATED AS SHEAR WALLS AS REQUIRED FOR THE FINISH TO ALIGN WITH THE FINISH AT THE SHEAR WALL LOCATIONS (N) 2 X 4 AT 16" O.C. PARAPET FRAMING. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION +42" HIGH GUARDRAILS: 3 X 4 PAINTED REDWOOD VERTICAL SLATS AT 6-1/4" O.C. ALTERNATE #1: 3 X 4 WESTERN RED CEDAR SLATS, CLEAR COAT SEAL (E) (2) - 2 X TOP PLATES (N) (2) - 2 X TOP PLATES LVL BEAM PER STRUCTURAL 6 X SOLID BLOCKING W/ A-35 F.A. EACH END, EACH SIDE CLASS 'A' SINGLE PLY PVC 80 MIL ROOF BY SIKA CORPORATION OR EQUAL R-30 BATT INSULATION BY RMAX OPERATING INC., OR EQUAL R-15 BATT INSULATION BY RMAX OPERATING, INC., OR EQUAL TYP. ALL EXTERIOR WALLS 4" FIBER CANT STRIP, TYP. ELASTOMERIC FINISH BY NEOGARD OR EQUAL, COLOR TBD.SUBMIT COLOR OPTIONS TO ARCHITECT R-30 MINERAL WOOL FIBER SOUND INSULATION AT ALL FLOOR / CEILING ASSEMBLY CONDITIONS DOORS & WINDOWS PER SCHEDULE 'ARCADIA INC.' STOREFRONT SYSTEM TC670 SERIES WITH TH630 VERTICAL MULLIONS WITH 1" THK. INSULATED SOLARBAN 70 GLASS. INTERMEDIATE HORIZONTAL TO BE TH266. COLOR: SILVER SHADOW - UC 106707 XL. HORIZONTAL AT DOORS TO BE A FULLY CAPTURED SYSTEM TO MATCH THE VERTICAL MULLION. GC TO VERIFY AND PROVIDE STEEL CHANNEL MULLION REINFORCING AS REQUIRED. GC TO VERIFY ALL REQUIREMENTS WITH MANUFACTURER PRIOR TO BID AND INCLUDE AS PART OF BASE BID. 7/8" THK. EXTERIOR CEM. PLASTER FINISH ON PAPER BACKED METAL LATH. PROVIDE FIBER MESH IN FINISH COAT. FINISH COAT TO BE 'PAREX ACRYLIC FINISH, IMAGE SMOOTH, LIGHT BASE. COLOR: TBD. WITH COLOR GUARD. INSTALL A 4' X 4' SAMPLE FOR ARCHITECTS REVIEW / APPROVAL. 5/8" THK. TYPE 'X' GYP. BD., PAINTED, TYP. MIN. LEVEL 4 FINISH U.N.O. FLOOR FINISH PER FINISH SCHEDULE 6" WIDE FACTORY CUT TRESPA PANELS ON CONCEALED CLIP ATTACHMENTS ON VAPROSHIELD WATERPROOF MEMBRANE OVER 5/8" THK. ALTERNATE #1: 1 X 4, SQUARE NOSE, WESTERN RED CEDAR T&G SIDING, CLEAR COAT SEAL. OVER 2 LAYERS OF 20# FELT. CLEAR COAT SEAL.

CL OF STUD

DESCRIPTION

02.01

03.06 03.07 05.03 05.12 05.13 05.20

FLOOR PLAN LEGEND

KEY

06 .04

WORKING DRAWINGS

LEVEL 1 FLOOR PLAN SCALE: 1/8" = 1'-0"

A2.10

2008 2013

UNDERGRADUATE WORK

selected projects from School of Planning and Architecture, New Delhi

School of Plannign and Architecture is ranked seventh in Asia and I was awarded an admission through a highly competitive All India Public Exam. I have a five year accredited degree with licensure in India. My Thesis in final year (backwater precinct development) dwells on several social issues at macro and micro levels along the backwaters of Kerala, India. The Urban Design program was on Transit Oriented Development, designing an Urban Center along the Metro Corridor, with urban agriculture. Housing semester, designed a Housing promoting inclusivity by creating spaces that allow people to interact on streets which are on multiple levels. Seeing architecture as a service to humanity, chose an elective on Urban poor. I have headed HUDCO (Housing and Urban Development Cooperation) in the University, worked on Slum Redevelopment and organised shows to promote the artists of the Informal Settlement.

KochiTerminal

In-Lake Floating Night Shelter CherthalaTerminal

Punnamada Kayal Terminal

Kollam Terminal

Terminal Building

Inland Water Network - Locating Boat Terminals

Water

Road

Auditorium Goods Medical Facility Gallery Boat Repair Yard

Housing 49

Establishing a connection between the field and the city - Punnmda Kayal

THESIS - REVIVING WATER TRANSPORTATION A Backwater Precinct Development, Kerala

In an age where the world is shifting towards its cities and rural development has taken a backseat, this thesis proposes a transformational change at a backwater precinct connecting the rural paddy fields with the main city by reviving the old water transportation network. The boat terminal along with the ancillary facilities makes a statement giving its people what the land missed for so long. The architectural solution is a structure where almost all surfaces and spaces have more than one function. The roof as part of the land reformation, creates spaces for viewing the boat race and the backwater. The spatial transformation connects the townâ&#x20AC;&#x2122;s two parts, creating a social hub for this coastal town.

The floor plates are independent of the roof structure and are supported by columns within the building. The louvers on the South facade help in minimal heat gain filtering light into the various spaces in the building.

Within the building are the various kiosks, information and ticketing counters. The restaurant on the first floor spills out into the Nehru Boat race Pavilion. 51

THESIS - REVIVING WATER TRANSPORTATION A Backwater Precinct Development, Kerala

The North facing sloping roofs are made of copper sheeting with a wooden truss-work

The concrete members pulls the roof down Countering the pull that the roof brings creating a free span structure.

The floor plans are independent of the roof structure supported by columns.

The wooden louvers on the South facade creating a walkway.

Two levels of The Guest Rooms staggered to maximize view.

THESIS - REVIVING WATER TRANSPORTATION A Backwater Precinct Development, Kerala

2011 2012

HOUSING

Inclusive housing, Working Drawings and Slum Redevelopment

Housing is a major concern in most urban areas with increasing migration. Parts of the city have become ethnic enclaves with people sharing similar interests and lifestyle. Inclusive Housing - We had to design a huosing with people of different economic strata living within the same housing community. To promote inclusivity, developed a scheme where houses are built on streets which are at multiple levels. Working Drawings - I have made working drawings for a housing in New Delhi to receive licensure in India. Slum Redevelopment - I headed HUDCO (Housing and Urban Development Corporation) engaged with the informal settlements in the city. The team did an extensive analysis of Kathputli Colony, a slum pocket since several years.

Home Street Site E-11 Zone-E City

EAST DELHI Population : 1.7 million Area: 64 sqm Density: 26,000 / sq.km Population Growth: 16.68% 57

Designing for Inclusivity Delhi has a high population in the Low Income Group with very few in High Income. Introducing a housing including all the income groups under a roof. A street network on alternating levels are created for promoting interation between them.

INCLUSIVE HOUSING Karkardooma, New Delhi

Team: Navaneethakrishnan and Shobitha Jacob

Street Circulation Level-01

Street Circulation Level-02

Elevators and Services SITE CIRCULATION Emergency Stairs

One dwelling unit

Units in a row

Street Circulation Level-04

Street Circulation Level-01 Street Circulation Level-06 Street Circulation Level-02 STREET CIRCULATION

CORE CIRCULATION

Green Roof

floor/roof Slab pre-fab RCC Wafffle False ceiling

beams columns Service

Bike to your home on the 12 th floor!

Roof - exploded view

Detail - Green Roof

INCLUSIVE HOUSING Karkardooma, New Delhi

Parking layout

Housing layout

Individual homes layout

2012|hUDCO

DCO -

uniVersitY coordinator

[ sluM redeVelopMent - Kathputli colonY]

uniVersitY coordinator

New Delhi

Shadipur Depot

Kathputli Colony

ent - Kathputli colonY] Total Area: 5.22 Hectares 55,000 people | 10,000 houses

the existing slum pocket, Kirti nagar Metro station, new delhi Population: 8500 families, 2000 floating population

Less than 1sqm per person

15% Legal water 38% Legal Electricity 80%

regional clusters within the slum Kathputli colony, the largest cluster with puppeteer, artists, arcobats and magicians.

Land is built

Arts and Crafts is the predominant mode of income, mostly puppetry

SETTLEMENT the existing STUDY slum pocket, Kirti nagar Metro station, new delhi The Team did an extensive on ground of thepopulation settlement to develop a physical Less modelthan of the1sqm site and complete Population: 8500 families, 2000study floating per person the census data. This analysis has been referred by several researchers and scholars interested in the settlement.

SLUM REDEVELOPMENT Kathputli Colony, New Delhi

The redevelopment was a proposal by HUDCO (Housing and Urban Development Corporation) , I headed the team working on this project in my University.

Street Network

Trees and public spaces

REDEVELOPMENT PROPOSAL The housing proposal retains the existing network of streets and winds around without disturbing the trees and public spaces on the site.

Developing a housing preserving the streets and the trees

Unit Design - A

Unit Design - B

SHOBITHA JACOB shobithaj@gmail.com 310-694-7168