Portfolio 2024

POORVI GUPTA Architecture Portfolio I Selected work 2011 - 2023

CONTACT

ABOUT ME

917 432 9541

I am an architectural designer and artist

Poorvigupta1973@gmail.com

ing institutions across the globe. My ac-

Poorvi Gupta 1433 Ames Hill Drive, Tewksbury MA 01876

with a rich educational tapestry from leadademic odyssey began with a Bachelor of Arts in Architecture at the University of

Manchester, extended through a Master of

Science in Environmental Design at Cardiff University, and culminated with an M.Arch from the Spitzer School of Architecture at

City College of New York. At Spitzer, I delved into pioneering politically and culturally rel-

evant design via community-led projects, nurturing a collaborative approach to con-

temporary and forthcoming challenges.

My passion for creativity permeates every

stage of design and construction, celebrat-

ing both the essential and the complex.

POORVI GUPTA Architectural Designer I AIA Associate, LEED Green Associate, M.Arch

WORK EXPERIENCE

EDUCATION

DESIGN DRAW BUILD INC. California, USA Designer

CITY COLLEGE OF NEW YORK (SSA) New York, USA M.Arch I Architecture

CITY COLLEGE OF NEW YORK (SSA) New York, USA College Assistant

CARDIFF UNIVERSITY Cardiff, United Kingdom M.Sc I Environmental Design of Building

ART IN ARCH DESIGN STUDIO Delhi, India Junior Architect

UNIVERSITY OF MANCHESTER Manchester, United Kingdom B.A (Hons) I Architecture

DESIGN FORUM INTERNATIONAL Delhi, India Architectural Intern BOURNE STEEL Poole, United Kingdom Summer Intern HEXAGRAMM DESIGN PVT. LTD. Delhi, India Summer Intern

SKILLS AutoCAD Revit Rhino Grasshopper Sketchup 3DS Max Adobe Creative Cloud Lumion Twinmotion Microsoft Office Bluebeam

Project Management Time Management Team Player Self-Driven Communication Problem Solving Creative Thinking Detail-Oriented

CONTENT ACADEMIC PROJECTS GRADUATE PROJECTS

01 Samsara Forensic Design Project

02 Terrace Club Adaptive Reuse

03 Engaging the Subnatural Public Toilet

04 Merge House Single Family Home

UNDERGRADUATE PROJECTS

05 Coexistence of Castlefield Commercial Project

06 Street Plugin Art 3D Art Installation

PROFESSIONAL PROJECTS

01

07 Reviving G-Street Adaptive Reuse Co-Housing

08 Lightwell House

08

Single Family Home

02 03

09 Redevelopment of Dharavi Affordable Housing

07

04

07

06

09

ACADEMIC

GRADUATE + UNDERG

PROJECTS

GRADUATE PROJECTS

SAMSARA Graduate Project

Project Type ...............................Forensic Design Project Studio ARCH 74100..................................... Spring 2021

Instructor ........................ Jerome Haferd & Mitchell Squire SAMSARA is an architectural initiative probing how building design can speculate on and respond to pressing global issues. It champions progressive, well-informed, and creative approaches to tackle the intertwining of social, political, and environmental challenges. Central to this is

the ‘Infinite Truth Cloud’, a metaphorical construct that cor-

relates the nuances of personal truths with the formation of clouds, reflecting the complex interplay of individual beliefs and societal dynamics. This model critiques how architectural practices often oversimplify multifaceted daily problems through a cycle of experimentation and creation.

In applying this concept to my practice, I’ve interwoven my

Indian roots and deep spiritual convictions, confronting the

stark caste disparities in my society. My aim is a spiritually

resonant, egalitarian world where concepts of rebirth and sustainability govern the built environment. The project underscores the transformative power of creative work in

shaping personal identity and emphasizes that self-archi-

tecture is as vital as constructing buildings in today’s world.

It’s a call for architects to be as introspective in their roles as they are innovative, ensuring their work resonates with

the cultural and environmental fabric of the 21st century.

Clouds Formed

Rise in sea level in New York

The three states of matter represent three-phase of society, an ice state can be represented as a society where every citizen have strong bond of love and friendship, thus everyone is treated equally with dignity. Water state can be represented as a reality, the social and economic impact act as a catalyst in weakening the bond between the citizens, which allow them freedom and give space for movement. At last, when all the good is destroyed from the world and a society in which there is great suffering or injustice, the society reaches its gas state, where each and every citizen gets maximum freedom and a large space for movement. This socio-economic impact cannot completely vanishfrom the society, thus new humanity floats between water and cloud.

Maximum Protest Float between water and Cloud Evaporation Melting

Freezing

Increase in Discrimination

Condensation

Weakest Bond

Bond Getting Weaker

Stronger Bond

Can never reach back to solid state, as negativity can not completely vanish from the society

Unity

Floating Organized Planting Urbanism Ocean Current

Plant Life

Tornado

Earth Science

Activism

Water Shortage

Intense Storms Experimental

Increase in Temperature

Peaceful Water

Clearing Forest

Movement

Uniformity

Human

Unfair Distribution Gender

Slum Clearence

Socioeconomic Class Privilege

Race

Electric

Impulse Buying

Poor

Consumerism

Discrimination

Poverty

Community

SOCIAL ECONOMIC

Elite

Religion

Energy Efficiency

Water Vapour

GOVERMENT

Black Lives Matter

African American

Color

Structure

Capitalism

Mechanics

Demand

Rich become Richer

Wealthy White

Equilibrium

Condensation

Materialism

Corruption

Evaporation

Authorities Competition

Production

Carbon Footprint

Relocation

Money

Heat Wave

Hurricane

Deforestation

Ice Police

Fossil Fuel

Drought

Greenhouse Gas

Sea Level Rise

Evolution

Oxygen Water Pollution

ENVIRONMNET

Pollution

Protest

Hydrogen

Food Shortage

Global Warming

Oceanography

Flooded Cities

Limited Resource

Ice cap Melting

Biology

Renewable

Troposphere Fracking

Increase Wildfire Threat

Cloud

Kinetic

Botany

Sustainable

Black Lives Matter

Power Voilence

Restoration

Poor become Poorer

Magnetic

Displacement

Demolition

Increase in Awareness

Waste

Enterpreneuralism

Unemployment

Freedom

Neoliberism

Land-use

Thermodynamics

Energy

ECONOMY SOCIAL

E SCIENCE

SOCIAL

ECONOMY

GOVERMENT

GOVERMENT

CULTURE

CULTURE

ECONOMY

SOCIAL

CULTURE

SCIENCE

SCIENCE

CLIMATE

WATER

EVOLUTION

PRECIPITATION WATER VAPOR EARTH SCIENCE TROPOSPHERE

ELECTRIC

REACTION

EQUILIBRIUM

PHYSICS

PROTEST

MONEY WEALTHY

POOR

UNIFORMITY POWER

RACE

PRIVILEGE

LOWER CLASS

UPPER CLASS

SOCIO ECONOMIC CLASS THERMODYNAMICS

ENERGY EFFICIENCY

ENTERPRENEURALISM

WHITE

AFRICAN AMERICAN

COMMUNITY

COMPETITION

ELITE

LOW INCOME

PEACEFUL

VOLENT

WATER CYCLE POVERTY

RESTORATION

DISCRIMINATION

ACTIVISM

HYDROGEN

MAGNETIC

GENDER

DEFORESTATION

ORGANIC CHEMISTRY

MOTION

PROTEST

ENERGY

OXYGEN

CONSUMERISM MATERIALISM IMPULSE BUYING

CAPITALISM DEMAND

SLUM CLEARENCE PROJECT

WASTE RESOURCE SCARCITY

STRUCTURE DEMOLITION

DISPLACEMENT

NEOLIBERISM EXCLUSION

CORRUPTION

PRODUCTION

The natural process of cloud formation is based on assumptions. The variety of formations are from people’s own truths taken from outer sources and how they would interpret that information. The cloud is seen as a system of connections determining its character, showing how we practice affects the things that we make.

How can I make more Money?

I hope I get some money from the trash

No fresh air to breath but all people can think about is Money.

In India, the richest 10% have 77% of national wealth, the poorest 60% have only 5%.

Clear Social Divide

India is known for its spiritual religions, and we Indians believe that there is a spiritual logic for everything. “After death, every living thing is reborn.” This belief in reincarnation reflects the recycling attitude of poor people who follow Hinduism; thus, recycling waste becomes a part of their religious practice. Additionally, the entrenched caste system often relegates the poor to cleaning waste and recycling as a means of livelihood.

like trash we are unwaned part of the society, but we believe in reincarnation and Typical Dwelling in Slums recycling

in India

Living space

Small Recycling industry

Reincarnation of Life Reincarnated as Human

Reincarnated as Animal

Moksha

Good Soul

Dead body

Bad soul

Hell

Rcycling of Waste Recycling Waste

New moon representing New Object

Reusing Waste

Waste as Pollutant

RECREATING A SPACE

TERRACE CLUB Graduate Project

Project Type .....................Adaptive Reuse Studio ARCH 62100.............. Spring 2020

Cities are layered tapestries of diverse urban visions, evolving over time through a

dynamic blend of alteration and integra-

tion. Such transformations shape the iden-

tity of metropolises, where old structures are ingeniously repurposed to fit contem-

porary needs, thus enriching their unique character and historical narrative. In our architectural role, we champion this ongoing metamorphosis, merging past and present.

‘Terrace Club,’ an athletic center emblematic of adaptive reuse, stands at the juncture

of 7th Avenue and 38th Street in Midtown Manhattan. It offers facilities for fitness and leisure within a verdant atrium, leveraging nature’s therapeutic vistas. The center’s design ensures that activities unfold on

terraced floors cascading into the atrium, fostering a vibrant communal atmosphere.

This project is a celebration of historical integration, where new structures breathe life into the old, exemplifying our commitment to

the city’s architectural heritage and future.

TERRACE CLUB

Instructor ..................... John Cunningham

Rooftop Bar &

Basketball Cour

Swimming Pool

Jacuzzi

Athletic Gym

Boxing Club

& Restuarant Viewing Deck

rt

Studio spaces/ Future Development

Indoor Green Terraces

ENGAGING SUBNATURALS Graduate Project

Project Type ............................Public Toilet Studio ARCH 62100.............. Spring 2020

Instructor ..................... John Cunningham In cities, we often admire desirable natural elements like sun and trees, yet over-

look ‘subnaturals’ like mud, smoke, and crowds, inherent to urban life. Architecture

typically distances us from these raw, uncontrollable aspects, but their omnipres-

ence raises the question of integrating them harmoniously into our surroundings.

‘ENGAGING SUBNATURALS’ addresses this by reimagining a public toilet next

to a playground in a New York City waterfront park. The project harmonizes with

the landscape, seamlessly integrating

into the park’s topography. Its continuous curved surfaces not only facilitate accessi-

ble public facilities from the street but also immerse users in the essence of urban

subnaturals, fostering an appreciation of these often-overlooked aspects of city life.

A

ELEEVATION EL

A’

MERGE HOUSE Graduate Project

Project Type ...............Single Family Home Studio ARCH 61100.................... Fall 2019 Instructor ...................... Bika Sibila Rebek

The MERGE HOUSE is a home in upstate

New York designed for a couple, where the husband is a photographer and the wife is a musician; they have two children. Both are

creative individuals with specific requirements. The design includes a studio space

for each. The husband requested a room with a dramatic play of light, while the wife

desired a small amphitheater for live performances, requiring good acoustics in her studio space. Their primary requirement was

a house that merges with the natural topog-

raphy and blends seamlessly with nature.

COEXISTANCE...CASTLEFIELD ART CENTER

Undergraduate Project

Project Type.....Commercial / Urban Design Studio.................................... Spring 2015

Instructor .......................... George Epolito This project explores creative solutions to

the metaphysical aspects of urban ruins, focusing on Manchester’s historical and future identities. It investigates ‘Defunct Systems of Movement as Non-Place: Castlefield Viaducts,’ using theory to challenge

physical and intellectual boundaries. Inspired by Marc Augé’s ‘Essay on Non-plac-

es,’ the work reinterprets concepts of

placelessness within Castlefield. Once a bustling hub during the Industrial Revolu-

tion, Castlefield’s canal, the world’s first in-

dustrial canal built in 1764, now symbolizes the area’s lost identity. The project propos-

es revitalizing this identity through stopover markets along the canal, transforming it into a vibrant business network. This aims to

redefine the canal’s journey as a ‘place’ for canal boatmen, contrasting with the ‘nonplace’ of the city center. The project showcases an ability to merge complex histori-

cal meanings with architecture, challenging

conventional boundaries and proposing a

coexistence of past and future... in theory.

“.....The same place can be looked upon as a plac

te a t o r e w n e h W

t f i i h s e e s e w

ce by some people and a non-place by others.....”

in prosp ectiv e

Marc Auge

Boatmans love for art was clearly visible on my visit to castlefield. They needed a space to create more artwork and a platform to showcase their work.

Market along the Canal

SALE

50%

Creating Business opportunity along the canal.

Canal boatman can make money thorugh the business network by doing what they enjoy doing.

In the artcenter, boatman can produce artwork and can also showcase there work in the exhibition space in the artcenter.

STREET PLUG-IN ART Undergraduate Project

Project Type...................3D Art Installation Studio.................................. Summer 2014

Instructor ................................ Amy Hanley Plug-in street art demonstrates how combining small artistic elements with infor-

mation can enhance spaces and shape communities.

This

concept

involves

easy-to-assemble, temporary 3D street

art installations with minimal environmental impact. The installation serves as a

novel medium to communicate green issues, fostering community and environmental connection. It conveys messages

like ‘start today save tomorrow,’ encour-

aging home gardening in limited spaces.

The fabrication process encompassed construction,

infographic

design,

and

planting, each requiring teamwork and

learning. Post-fabrication, we interacted with the public to share knowledge

about sustainable urban living, promoting recycling and home gardening. We

distributed plants in recycled pots, inspiring people to begin gardening at home.

Today A Plant Tomorrow A Garden

Information Point: awa

environment, persuade

home gardening by giv

3 Plant it Chose a Plant

seeds to plant the con

Soil Plant Water Plant

2

1

Pick a container

lightbulb, ceram

reness of the

e people into

ving them

ntainers.

r: jar,

mic, tin can

PROFESSIONA

AL PROJECTS

REVIVING G-STREET Professional Project

Project Type...............Adaptive Reuse Co-housing Project Phase..............Construction Administration

Architect .............................................. Tyler Kobick Address..................1022 G-Street ,Sacramento , CA Scope of Work: Conversion of an 8,285 sf of office building into co-housing residential final layout to be 3 Units with a total of 20 bedrooms.

The building was originally constructed in 1912, it

is believed to have been residential originally. It is a Historic Landmark in the historic alkali flat district.

All Exterior changes to be reviewed and approved by preservation review.

Scope of Work on exterior is limited to replacing non-historic fixed windows on first floor to casement windows for egress.

1000 G STREET NEIGHBORING BUILDING

SITE AREA - 3,920 SF PROPERTY LINE

6" / 12"

BUILDING FOOTPRINT 6" / 12"

6" / 12"

6" / 12"

REAR SETBACK

1022 G EXISTING BU FOOTPRINT

6" / 12"

4" / 12"

6" / 12" 6" / 12"

6" / 12"

PROPERTY LINE

714 11TH STREET PARKING LOT IN ADJACENT PROPERTY

PAVED CONCRETE PAD

REFUSE RECEPTACLES BELOW

PROPERTY LINE

1030 G NEIGHBORI

PLANTING STRIP

6' PUBLIC SIDEWALK

1022

CO-HO APRIL

SACRA

20" / 12"

PLANTER

20" / 12"

20" / 12"

BUILDING FOOTPRINT

PLANTER (E) TREE

20" / 12"

PLANTER

PROPERTY LINE

6" / 12"

48' R.O.W.

12" / 12" 20" / 12"

20" / 12"

12" / 12"

FRONT SETBACK

6" / 12" 6" / 12"

ST UILDING 3,022 SF

G STREET

(E) TREE

20" / 12"

20" / 12"

6" / 12"

REV.

G STREET ING BUILDING

(E) STREET TREE

IS

(E) UTILITY SPACE 2

-

-

10

A: 167 SF

11'

10

10' - 1

BEDROOM 1D

12' - 6 1/4"

11' - 1 1/2"

A: 57 SF

15' - 8 1/2"

14' - 3 1/2"

(N) EERO

(N) EERO

(N) EERO

(E) EERO 9 A-8.1

RE

1 A-8.3

1 A-8.0

LEGEND: WALL TYPES EXISTING WALL

(N) EERO

1

(N) EERO

(N) EERO

0'

2'

4'

8'

13' - 0 3/4"

BEDROOM 1A

BEDROOM 1B

4' - 3"

BATH 1B

A: 122 SF

A: 49 SF

U.C. DW

A: 51 SF

UP

KITCHEN 1

DINING 1

A: 151 SF

A: 79 SF

36" MIN

D

A: 120 SF

ADDITIONAL KITCHEN SPACE

W

(E) BRICK COLUMN TO BE EMBEDDED

(N) RAMP

(N) DROPPED BEAM HEAD HEIGHT 7' - 6"

Refrigerator

BEDROOM 1E

A: 167 SF

(E) UTILITY SPACE 2

-

LONG TERM BIKE RACK

BEDROOM 1F

LIVING ROOM 1

10' - 11"

10' - 11"

10' - 10"

BEDROOM 1D

A: 230 SF

A: 121 SF

11' - 3 1/2"

A: 131 SF

A: 42 SF

STORAGE + BIKE PARKING

FIRE EXTINGUISHER 1 - A: 2 - B: C MIN

1" / 12"

BATH 1A

A

FLOOR RAISED 8" - CLG. HT IS 7' - 4"

9' - 9 1/2"

BATH 1C

STUDY

BOTH FIRE AND STC 50 RATED WALL

BEDROOM 1C

A: 135 SF

36" MIN.

A: 134 SF

11' - 3" 10' - 10 1/2"

13' - 11 1/4"

12' - 2 3/4"

9' - 8"

A: 213 SF

-

1S

1-HR FIRE-RATED WALL

16'

STC 50 RATED WALL

(E) UTILITY SPACE

UP

(N) 2x4 INTERIOR WALL (N) 2x6 INTERIOR PLUMBING WALL

LEVEL 1 NEW 1/4" = 1'-0"

A: 221 SF

12' - 6 1/4"

11' - 1 1/2"

A: 57 SF

15' - 8 1/2"

14' - 3 1/2"

SHOWER HEAD

(N) EERO

(N) EERO

(N) EERO

(E) EERO

WOOD SHELF FITINTO NOOK

2' - 0" 1' - 4"

9 A-8.1

TILED SHOWER NICHE

SHOWER PAN

15" MIN 15" MIN

LEGEND: WALL TYPES EXISTING WALL

2' - 0"

3' - 2" TILE SHOWER BENCH

LEVEL 1 NEW 1/4" = 1'-0"

6' - 4 3/4"

5' - 10"

4' - 2 1/4"

0'

2'

4'

(N) 2x6 INTERIOR PLUMBING WALL

8'

1-HR FIRE-RATED WALL

16'

4

BATHROOM 1C ELEVATION 1 STC 50 RATED WALL 1/2" = 1'-0"

2' - 4"

BOTH FIRE AND STC 50 RATED WAL

6' - 6 1/4"

24" MIN

3' - 2"

2

D

2' - 6"

BATHROOM 1B

1' - 0"

3 A-8.3

A-8.3 4

15" MIN 15" MIN

24" MIN

15" MIN 15" MIN

5

7' - 6 1/4"

FLOOR RAISED 8" - CLG. HT IS 7' - 4

BATHROOM 1C

10' - 0 1/4"

W

SHOWER NICHE

1 ABOVE VANITY SCONCE

ELMARGED BATHROOM 1B + 1C + 2B + 2C + 3B + 3C PLANS 1/2" = 1'-0" SHOWER HEAD

2' - 0"

' - 0"

MEDICINE CABINET

TILED SHOWER NICHE

TILED SHOWER NICHE

SHOWER HEAD

SHOWER

4' A.F.F

6' - 5"

4' - 0"

TILED SHOWER NICHE

3"

2' - 7NICHE 3/4" SHOWER TILE SHOWER BENCH

2

VANITY

SHOWER PAN

SHOWER PAN

6' - 4 3/4" 4' - 2 1/4"

BATHROOM 1B ELEVATION 1 1/2" = 1'-0"

15" MIN 15" MIN

3' - 2"

2' - 0"

6' - 5"

MEDICINE CABINET

WOOD SHELF FITINTO NOOK

4' A.F.F

SHOWER HEAD

1' - 4"

1

2' - 1 1/2"

(N) 2x4 INTERIOR WALL

SHOWER NICHE

3' - 0"

- 7 3/4"

2' - 1 1/2" SHOWER NICHE

5' - 10"

TILE SHOWER

4

6' - 4 3/4"

BENCH BATHROOM 1C ELEVATION 1 4' - 2 1/4" 1/2" = 1'-0"

5' - 10" 3' - 6 1/2"

18" MIN

18"

PLASH? KITCHEN

4 1/2"

1' - 8"

1' - 8"

2' - 6"

4 1/2"

4' - 0"

1' - 8"

2' - 2"

2' - 6"

1' - 8"

2' - 6"

4 1/2"

4' - 0"

BACKSPLASH?

BACKSPLASH?

5

3' - 6"

KITCHEN EXTENDED KITCHEN COUNTER TRASH PULL 15"

BLIND CORNER CABINET

1' - 6"

2' - 0"

DOOR BEYOND DOOR BEYOND

TRASH PULL 15"

1/2" = 1'-0"

BAR + EXTRA STORAGE

KITCHEN

DOOR BEYOND

6"

DOOR BEYOND

2' - 6"

2' - 0"

3' - 6"

2' - 2"

6"

4' - 0"

BAR + EXTRA STORAGE

TRASH PULL 15"

TRASH PULL 15"

3' - 0"

1' - 6"

3' - 0"

BACKSPL BLIND CORNER CABINET

LEVEL 1 KITCHEN ELEVATION EXTENDED 4 KITCHEN COUNTER

5

2' - 0"

GFCI

GFCI

2' - 1"

GFCI

LEVEL 1 KITCHEN ELEVATION 2

5

GFCI

1/2" = 1'-0"

5

FOR STOVE

MIN 36"

FOR STOVE

GFCI

GFCI

GFCI

MIN. EXTENDED 1/2" = 1'-0"

A-8.0

3' - 6"

4' - 0"

LEVEL1'1- 3"ENLARGED KITCHEN PLAN

GFCI

3

2

TRASH PULL 15"

GFCI

MIN. 36"

1/2" = 1'-0"

GFCI

GFCI

COUNTER CONTINUES

1' - 9 3/4"

3

GFCI GFCI

LEVEL 1 KITCHEN ELEVATION 4

3' - 0"

5' - 6"

6' - 10 1/4"

3

A-8.0

2' - 1"

KITCHEN

4' - 9 1/4"

EQ

A-8.0

3' - 6"

6"

EQ

MIN 36"

GFCI

4' - 9 1/4"

GFCI @ 42" A.F.F

Refrigerator

5' - 5 1/4"

3

3

1/2" = 1'-0"

1' - 6"

3' - 0" GFCI

FOR STOVE

2

EQ

LEVEL 1 KICHEN ELEVATION 3 1/2" = 1'-0"

GFCI

5' - 1"

GFCI

3

8' - 6"

GFCI

5' - 6"

6' - 10 1/4"

1/2" = 1'-0"

1' - 6"

10' - 7"

MIN. 36"

1' - 9 3/4"

3 3' - 0"

3' - 0"

2' - 1"

LEVEL 1 KICHEN ELEVATION 3

LEVEL 1 KITCHEN ELEVATION 2

1/2" = 1'-0"

5' - 1"

4' - 9 1/4"

3' - 0"

3' - 0"

5' - 6"

LEVEL 1 ENLARGED K 2' - 1"

1' - 6"

GFCI @ 42" A.F.F

3' - 0"

1

GFCI

1/2" = 1'-0"

OUTLET FO

GFCI OUTLET FOR G.D AND DISHWASHER

EQ

LEVEL 1 ENLARGED KITCHEN PLAN 1' - 6"

3' - 0"

1

3' - 6"

1' - 6" OUTLET FOR REFRIGERATOR

3' - 0"

6"

Refrigerator GFCI

3' - 6"

2' - 0"

1/2" = 1'-0"

1' - 6"

3' - 6"

2

U.C. DISHWASHER

BACKSPLASH?

2

EQ 5

4

OUTLET FOR REFRIGERATOR

1

EQ

GFCI GFCI

GFCI

GFCI

BACKSPLASH?

1' - 6"

COUNTER CONTINUES

GFCI

GFCI

LEVEL 1 KITCHEN ELEVATION 2 4' - 0" 1/2" = 1'-0"

BACKSPLASH?

GFCI

GFCI @ 42" A.F.F

GFCI

DOOR

GFCI

3' - 0"

3' - 0"

1' - 9 3/4"

2' - 1"

6' - 10 1/4"

MIN 36"

1' - 6"

5' - 6"

GFCI

GFCI

8' - 6"

GFCI OUTLET FOR G.D AND DISHWASHER

3' - 0"

2' - 0" 6"

EQ GFCI

3' - 0"

10' - 7"

3

TRASH PULL 15"

3' - 0"

2

GFCI @ 42" A.F.F

A-8.0 DOOR BEYOND

2' - 1"

MIN. 36"

5' - 5 1/4"

1' - 3"

U.C. DISHWASHER BACKSPLASH?

3' - 0"

GFCI

EQ

4

EQ

4 1/2"

4' - 0"

2

FOR STOVE

4

2' - 6"

GFCI OUTLET FOR G.D AND DISHWASHER

BLIND CORNER CABINET

EQ

GFCI GFCI

1' - 8"

3' - 6"

GFCI

2' - 6"

GFCI

6' - 10 1/4"

8' - 6"

GFCI

1' - 8"

4' - 9 1/4"

2' - 0"

GFCI @ 42" A.F.F

3' - 6" 1' - 6"

6"

PLASH?

2' - 1"

2' - 2"

1/2" = 1'-0"

5' - 5 1/4"

1' - 3"

2' - 1"

1

LEVEL KITCHEN ELEVATION 4 GFCI @ 42"1 A.F.F

4

10' - 7"

E

5

1/2" = 1'-0"

MIN 36"

4

1/2" = 1'-0" GFCI OUTLET FOR G.D AND DISHWASHER

G

BUILDING HEIGHT 41' - 6 3/4"

2

1'-0" 9'-4" 1'-0" 6'-3"

LEVEL - 2 FF 9' - 0" LEVEL - 1 CEILING 8' - 0"

BRICK VENEER

EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

(N) NORTH ELEVATION 3/16" = 1'-0"

12' - 10 3/4"

12' - 10 3/4"

9' - 4"

9' - 4" 1' - 0"

LEVEL - 3 FF 19' - 4"

6' - 3"

LEVEL - 1 CEILING 8' - 0"

EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

(N) EAST ELEVATION

1' - 0"

1' - 0"

LEVEL - 2 FF 9' - 0"

6' - 3"

9' - 4"

9' - 4"

LEVEL - 2 CEILING 18' - 4"

1' - 0"

P.L.

P.L.

3/16" = 1'-0"

BRICK VENEER

LAP SIDING

LEVEL - 3 CEILING 28' - 8"

LEVEL - 3 CEILING 28' - 8"

1

LAP SIDING

BUILDING HEIGHT 41' - 6 3/4"

BUILDING HEIGHT 41' - 6 3/4"

LEVEL - 1 CEILING 8' - 0"

9'-4"

9'-4"

3/16" = 1'-0"

LEVEL - 3 FF 19' - 4" LEVEL - 2 CEILING 18' - 4"

9'-4"

(N) NORTH ELEVATION

STRAIGHT EDGE SHINGLE

P.L.

P.L.

EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

LEVEL - 2 FF 9' - 0"

P.L.

6'-3"

9'-4"

LEVEL - 1 CEILING 8' - 0"

6'-3"

LEVEL - 1 CEILING 8' - 0"

LEVEL - 2 CEILING 18' - 4"

STRAIGHT EDGE SHINGLE

LEVEL - 2 CEILING 18' - 4"

LEVEL - 2 FF 9' - 0"

ASPHALT SHINGLE ROO

LEVEL - 3 CEILING 28' - 8"

1'-0"

1'-0"

LEVEL - 3 FF 19' - 4"

LEVEL - 2 FF 9' - 0"

LEVEL - 3 FF 19' - 4"

12'-10 3/4"

12'-10 3/4" 9'-4"

P.L.

LEVEL - 2 CEILING 18' - 4"

2

ASPHALT SHINGLE ROOFING

LEVEL - 3 CEILING 28' - 8"

LEVEL - 3 CEILING 28' - 8"

LEVEL - 3 FF 19' - 4"

BUILDING HEIGHT 41' - 6 3/4"

12'-10 3/4"

BUILDING HEIGHT 41' - 6 3/4"

1

(N) EAST ELEVATION 3/16" = 1'-0"

(N)

(N)

3'

5'

(N)

5' - 0"

SCOPE OF WORK

SCOPE OF WORK

0'

(N)

11'

21'

0'

3'

5'

11'

'

BUILDING HEIGHT 41' - 6 3/4"

12'-10 3/4"

12'-10 3/4"

12'-10 3/4"

BUILDING HEIGHT 41' - 6 3/4"

ASPHALT SHINGLE ROOFING

LEVEL - 3 CEILING 28' - 8"

LEVEL - 3 CEILING 28' - 8"

9'-4"

9'-4"

LEVEL - 3 CEILING 28' - 8"

9'-4"

1'-0"

1'-0" 9'-4"

LEVEL - 3 FF 19' - 4"

APRIL 21, 2023

LEVEL - 2 CEILING 18' - 4"

SACRAMENTO, CA

LEVEL - 2 FF 9' - 0" LEVEL - 1 CEILING 8' - 0"

6'-3"

6'-3"

LEVEL - 2 FF 9' - 0" LEVEL - 2 FF 9' - 0" LEVEL - 1 CEILING 8' - 0" LEVEL - 1 CEILING 8' - 0" EXISTING GRADE 1' - 9" EXISTING GRADE LEVEL - 1 FF - 9" 0' 1' - 0" LEVEL - 1 FF 0' - 0"

(N) SOUTH ELEVATION 3/16" = 1'-0"

A 8' - 3"

B 6'-6"

C

D

2'-1 3/4"

9' - 4"

9'-4"

1' - 0"

1'-0" 9'-4"

9' - 4"

LAP SIDING

BRICK VENEER

6"

6"

1' - 0"

5' - 0" EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

(N) WEST ELEVATION

(N)

6' - 3"

(N) 1' - 2 3/4"

(E)

(E)

(E)

(E)

(E)

(E)

(E)

( REV.

LEVEL - 3 FF 19' - 4"

ISSUED SET

DATE

LEVEL - 2 CEILING 18' - 4"

(E)

(E)

(E)

(E)

(E)

(E)

(E)

BRICK VENEER

LEVEL - 2 FF 9' - 0"

3/16" = 1'-0"

6'-2"

12"

12"

20"

P.L.

LEVEL - 2 CEILING 18' - 4"

21'

5'-6"

LEVEL - 3 CEILING 28' - 8"

P.L.

1

H

12"

12' - 10 3/4"

12'-10 3/4"

12" 20" ASPHALT SHINGLE ROOFING

STRAIGHT EDGE SHINGLE

LEVEL - 1 CEILING 8' - 0"

G

BUILDING HEIGHT 41' - 6 3/4"

LEVEL - 3 CEILING 28' - 8"

(N)

F

59'-2 1/4"

BUILDING HEIGHT 41' - 6 3/4"

LEVEL - 3 FF 19' - 4"

E

LEVEL - 2 FF 9' - 0" LEVEL (N) - 1 CEILING 8' - 0"

(N)

(E)

5' - 0"

2

EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

6'-3"

1'-0"

9'-4"

LAP SIDING

9'-4"

1'-0"

CO-HOUSING

P.L.

LEVELLEVEL - 3 FF - 2 CEILING 19'-- 4" 4" 18' LEVEL - 2 CEILING 18' - 4"

1022 G ST.

STRAIGHT EDGE SHINGLE

P.L.

LEVEL - 3 FF 19' - 4"

6'-3"

OFING

BUILDING HEIGHT 41' - 6 3/4"

SCOPE OF EXTERIOR WORKEXISTING GRADE

1' - 9" LEVEL - 1 FF 0' - 0"

PROPOSED ELEVATIONS

0'

3'

5'

A-3.0 11'

21'

BUILDING HEIGHT 41' - 6 3/4"

2" x 4" WOOD STUDS PER STRUCTURAL

LEVEL - 3 CEILING 28' - 8"

2X STUDS. SEE STRUCTURALS

2 X 6 WOOD STUDS

LEVEL - 3 FF 19' - 4" LEVEL - 2 CEILING 18' - 4"

TYP. 1 - HR FIRE RATED WALL SPECS.

Des U311

5/8" GYPSUM BOARD FIRECODE C CORE

N - 760903

2X STUDS, SEE STRUCTURAL @ 16" O.C. STUD WALL

DESCRIPTION: BASED ON 16" STUD SPACING AND LEVEL - 2 FF 6" SCREWS 9' - 0" UL DES U305

PLUMBING WHERE OCCURS

SOUND INSULATION 3" THERMAFIBER SAFB INSULATION

STRUCTURAL SHEATHING WHERE OCCURS

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD EACH SIDE FIRECODE C CORE

5/8" GYPSUM BOARD

PTD. WOOD BASEBOARD

LEVEL - 1 CEILING 0" STC RATING:8' - 34

HOLD OFF 1/4" AT BOTTOM + ADD ACOUSTICAL SEALANT

TEST NUMBER: USG-30-FT-G&H

PTD. WOOD BASEBOARD

STRUCTURAL SHEATHING WHERE OCCURS

RC-1 CHANNEL SPACED 24" O.C.

SOUND INSULATION 3" THERMAFIBER SAFB

INTERIOR

EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

2

TYP 1-HR FIRE RATED INT. WALL 3" = 1'-0"

2

3

1

TYP. PLUMBING WALL 3" = 1'-0"

(N) LONGITUDINAL SECTION

TYP. STC 50 + 1-HR FIR WALL TYP. INT WAL 3" = 1'-0"

5

3" = 1'-0"

3/16" = 1'-0"

STAIRWELL

(E) WOOD FLOORING

BEDROOM 3A

(E) WOOD SUBFLOOR WOOD BLOCK AS MOUNT FOR GWB

3" THERMAFIBER SAFB BTW JOIST

FIRE + ACOUSTIC SEALANT JUCTION BOX ARMS MOUNTED TO NEAREST JOISTS

RUN GWB TO BOTTOM OF (E) FLOOR SHEATHING AND SEAL W/ FIRE-RATED + ACOUSTIC CAULK

ATTIC TYP. STC + 1 - HR + IIC FLOOR SPECS.

ATTIC RC - 1 CHANNEL SPACED 24" O.C

BLOCKING FOR GWB. BACKING

DESCRIPTION: BASED ON 5/8" GYMPSUM PANELS UL Des L514

5/8" GYPSUM BOARD TYPE X EACH SIDE FIRECODE C CORE

FILL CAVITY W/ FIRE SAFING INSULATION

STC RATING: 50

SEAL ALL PENETRATION WITH DUAL-PURPOSE FIRE-RATED + ACOUSTIC CAULK

(E) STAIR ASSEMBLY

IIC RATING: 46

IF CANT RUN GWB TO UNDERSIDE OF FLOOR SHEATHING FIREBLOCK W/ 2X BLOCKING AND SEAL W/ FIRE CAULK

TEST NUMBER: CK-6412-3

STAIRWELL

TED

6

1 HR FIRE - RATED AND 50 STC WALL AND FLOOR 3" = 1'-0"

RECESSED LIGHT FIXTURE, WHERE OCCURS STAIRWELL

BEDROOM 3

BEDROOM 2A

7

TYP. STC + 1-HR FLO ATTIC4FLOOR AND 50 WALL 3" = 1'-0" 3" = 1'-0"

BUILDING HEIGHT 41' - 6 3/4"

2X ST SEE S

LEVEL - 3 CEILING 28' - 8"

2 X 6 WOOD STUDS

PLUMBING WHERE OCCURS

STRUC WHERE

LEVEL - 3 FF 19' - 4"

SOUND INSULATION LEVEL - 2 CEILING 18' - 3" 4" THERMAFIBER SAFB

STC. WALL SPECS.

TYP. 1 - HR FIRE RATED WALL SPECS.

5/8" GYPSUM BOARD FIRECODE C CORE

DESCRIPTION: UL Des U311 STC RATING: 50

DESCRIPTION: BASED ON 16" STUD SPACING AND SCREWS 6" UL DES U305

2X STUDS, SEE STRUCTURAL @ 16" O.C. STUD WALL

TEST NUMBER: BBN - 760903

STC RATING: 34

LEVEL - 2 FF 5/8" GYPSUM BOARD 9' - 0"

LEVEL - 1 CEILING 8' - 0"

LEGEND: WALL TYPES

TEST NUMBER: USG-30-FT-G&H

PTD. WOOD BASEBOARD

EXISTING WALL EXISTING GRADE 1' - 9" LEVEL - 1 FF 0' - 0"

RE RATED

TYP 1-HR FIRE RATED INT. WALL

2 0'

3'

5'

3" = 1'-0"

11'

5/8" GY

STRUCTURAL SHEATHING WHERE OCCURS

3

(N) 2x4 INTERIOR WALL (N) 2x6 INTERIOR PLUMBING WALL 1-HR FIRE-RATED WALL

TYP. PLUMBING WALL 3" = 1'-0"

5

STC 50 RATED WALL

TY 3"

BOTH FIRE AND STC 50 RATED WALL

21'

STAIRWELL

BEDROOM 3A WOOD BLOCK AS MOUNT FOR GWB

FIRE + ACOUSTIC SEALANT

RUN GWB TO BOTTOM OF (E) FLOOR SHEATHING AND SEAL W/ FIRE-RATED + ACOUSTIC CAULK

" WOOD STUDS STRUCTURAL

2 X 6 WOOD STUDS

PLUMBING WHERE OCCURS

CHANNEL CED 24" O.C.

ND INSULATION HERMAFIBER B INSULATION

GYPSUM BOARD EACH FIRECODE C CORE

WOOD BASEBOARD

D OFF 1/4" AT TOM + ADD USTICAL SEALANT

SOUND INSULATION ATTIC 3" THERMAFIBER SAFB

TYP. STC + 1 - HR + IIC FLOOR SPECS.

STC. WALL SPECS. DESCRIPTION: BASED ON 5/8" GYMPSUM DESCRIPTION: UL Des U311 PANELS UL Des L514 STC RATING: 50 STC RATING: 50 TEST NUMBER: BBN - 760903 IIC RATING: 46

5/8" GYPSUM BOARD FIRECODE C CORE 2X STUDS, SEE STRUCTURAL @ 16" O.C. STUD WALL PTD. WOOD BASEBOARD

TEST NUMBER: CK-6412-3

STAIRWELL

1-HR FIRE - RATED JUCTION BOX

TYP. STC 50 + 1-HR FIRE RATED WALL 3" = 1'-0" OOR

6

TYP. 1 - HR FIRE RATED WALL SPECS. BLOCKING FOR GWB. BACKING

STRUCTURAL SHEATHING WHERE OCCURS

DESCRIPTION: BASED ON 16" STUD SPACING AND FILL CAVITY W/ FIRE SCREWS 6" SAFING INSULATION UL DES U305 (E) STAIR ASSEMBLY STC RATING: 34

5/8" GYPSUM BOARD

IF CANT RUN GWB TO TEST NUMBER: USG-30-FT-G&H UNDERSIDE OF FLOOR SHEATHING FIREBLOCK W/ 2X BLOCKING AND SEAL W/ FIRE CAULK

BEDROOM 2A

1 HR FIRETYP - RATED STC INT. WALL 1-HR AND FIRE50 RATED = 1'-0" WALL 2 AND3" FLOOR 3" = 1'-0"

STAIRWELL

7

TYP. PLUMBING W 3ATTIC FLOOR AND W 3" = 1'-0"

3" = 1'-0"

Lightwell House Professional Project

Project Type.............................Single Family Home

Project Phase..............Construction Administration

Architect .............................................. Tyler Kobick Address.................715 Laurel Ave, Menlo Park, CA Scope of Work: (E) 1,671 SF single family resi-

dence to be demolished under a seperate permit.

New 2,764 SF single family residence and 830 SF attached ADU.

New home has 2 bedrooms and 1.5 bathrooms

with a single car garage and open plan living room

and kitchen. New ADU has 1 bedroom and 2 bathrooms. The main home has a rear second floor deck.

Permit invludes grading up to new house level at 1’ above base flood elevation (BFE = 29.2’ for property.)

ONE INCH NEED TO BE CUT, SEE "ROOT PRUNING" SECTION OF ARBORIST REPORT ANYWHERE WORKERS AND VEHICLES WILL BE TRAVELING OVER BARE GROUND WITHIN FIFTEEN FEET OF A TREE'S DRIPLINE SHOULD HAVE MATERIAL APPLIED OVER THE GROUND TO DISPERSE THE LOAD. SEE ARBORIST REPORT ON PAGE 7 FOR DISPERSAL STRATEGIES.

#3 5'-0"

(N) 7' WOOD FENCE

20' REAR SETBACK

20'-0"

140'-0"

PAVER STEPPIN

5' SIDE SETBACK NP NP ORANGE TREE NONSTRUCTURAL WOOD-FRAMED TILEFACED CHIMNEY MOVED CITRUS TREES NEW LOCATIONS

TRUNK WRAP

PATIO

COTTONWOOD 33" TRUNK 40' CANOPY

#1

JAPANESE MAPLE 10" TRUNK

NE FIRST

6' TALL CHAIN-LINK FENCING; SEE TREE PROTECTION RECOMMENDATION NOTES TRUNK WRAP

5' SIDE SETBACK

PAVER STEPPIN

5'-0"

#2

COTTONWOOD 20"+ 18" TRUNK 35' CANOPY

1 3 A-6.13

(N) 7' WOOD FENCE

TRELLIS

1

SITE PLAN 3/16" = 1'-0"

0'

3'

5'

11'

21'

(E) DIRT (N) PLANTINGS

IMPERMEABLE PAVING AREA IMPERMEABLE PAVING COVERAGE

728 SF 10.4 %

CONCRETE

PARKING

1 COV. / 1 UNCOV.

GRAVEL

BFE

29.2'

715

DFE

30.2'

MENLO

FFE

30.25'

(N) 3' WOOD FENCE

SWALE, SEE CIVIL DWGS.

E

20'-1"

LAUREL AVE

29'-11 1/2"

Refrigerator

20' FRONT SETBACK

NG STONES

10'-0"

SUMP PUMP, SEE CIVIL DWGS.

SIDEWALK

EDGE OF CURB EXISTING DAMAGED SIDEWALK TO BE REPLACED WITH NEW SIDEWALK, CURB, AND GUTTER, PURSUANT TO THE LATEST CITY STANDARDS, TO THE SATISFACTION OF THE PUBLIC WORKS DEPT. NEW FRONTAGE IMPROVEMENTS TO BE ACROSS ENTIRE PROPERTY FRONTAGE

OCT

EW HOME AND ADU T FLOOR @ EL. 30'-3"

16'-0"

9'-6"

BUBBLER W/ GRAVEL BASIN, SEE CIVIL DWGS

UNCOVERED PARKING

NP

BFP

PERSIMMON TREE

29'-5" TO PROPERTY LINE

6' TALL CHAIN-LINK FENCING; SEE TREE PROTECTION RECOMMENDATION NOTES

REV.

SWALE, SEE CIVIL DWGS.

#4 (N) 3' WOOD FENCE

OAK 30" TRUNK 40' CANOPY

SIDEWALK

5'-6" TO P.L.

NG STONES

50'-0"

MULCH AREA DURING CONSTRUCTION

PROP

Sheet D

A-1

PROPERTY LINE

5' SIDE SETBACK

17'-7"

13'-10"

BEDROOM

19'-8"

EXISTING HOUSE TO BE DEMOLISHED 16'-0"

KITCHEN

LIVING ROOM

BEDROOM

BEDROOM

14'-8"

14'-3"

12'-2"

11'-5"

4'-0"

4' -1

"

4'-11"

11'-6"

13'-4"

20' FRONT SETBACK

10'-5"

27'-3" GARAGE

NOTE

1. PR GR R32 A. R O BY B. R BY [1 AC M CA LO 39 FL C. W IN FI W D. S CO PR 2. PR BOT PER

5' SIDE SETBACK

PROPERTY LINE

FLOOR 1 (E) GROUND Existing Floor Plan 1/4" = 1'-0"

1 A-4.0

1

WATER STORAGE TANK, SEE NOTE 2

A-4.2

E

5' SIDE SETBACK

WORK SINK

2'-0"

SKYLIGHT ABOVE

1

DINING 111 SF

FAMILY ROOM 275 SF

A-4.1

TRASH

GARAGE Redundant C.H. = 11'-0" Room

MECH 27 SF

KITCHEN 201 SF

1 A-4.1 20 MIN. DOOR W/ SELFCLOSING DEVICE

ENTRY 462 SF

FIRST FLOOR @ EL. 30'-3"

C.H. = 9'-11 1/2"

C.H. = 9'-11 1/2"

15". 1'-3" MIN.

A-4.1

6'-0"

ADU KITCHEN 203 SF

14'-6"

15". 15".

MIN. MIN.

LIVING ROOM Not Enclosed

14'-6"

(N) WOOD DECK

UNDER COUNTER REF.

5'-5"

BATH 31 SF

C.H. = 9'-0"

(N) PORCH

C.H. = 9'-11 1/2"

2 A-4.1

8'-8"

OVERHANG

+0"

OVERHANG

OVERHANG

Refrigerator

C.H. = 10'-0"

2

20' FRONT SETBACK

DW

ADU BATH 51 SF

UP

C.H. = 9'-0" SEE NOTE 1

5' SIDE SETBACK

(E) 7' FENCE

Proposed First Floor Plan 1

FIRST FLOOR 1/4" = 1'-0"

2 A-4.0

1 A-4.0

2. ON EX 3. BO MO GR

CAL

ARE 2

1

A-4.0

A-4.0

SMA VEN PRO

VEN 8.28

CRAWLSPACE ACCESS WELL, SEE 2/A-6.10 CRAWLSPACE ACCESS DOOR

VEN

6"

4'-0"

6"

2'-9"

+0.83 2'-2 7/8"

6"

2'-0"

6"

16" X 8" FLOOD VENT, TYP.

4'-0"

-2.99 RAISED FOUNDATION OVER PIERS AND GRADE BEAMS, SEE STRUCTURAL DWGS

18"X24" BLOCKOUT FOR SUMP PUMP BASIN

CRA

6"

AD

6"

SUMP PUMP WELL, SEE 3/A-6.10

6"

REQ 1% SLOPE TO DRAIN

20'-3 3/4"

BELOW FIRST FLOOR FF

RAMP FROM GARAGE

GARAGE SLAB ON GRADE 266 SF

1 1% SLOPE TO DRAIN

1% SLOPE TO DRAIN

ARE

1%

1% SLOPE

1%

1% SLOPE TO DRAIN

REQ

1% SLOPE

2'-11" HEAD HEIGHT 1,656 SF

GAR

1% SLOPE

1% SLOPE

CD

1%

1%

CAL 2

CD

1% SLOPE

1% SLOPE TO DRAIN

CD

1. 1 SF 2. ON EX 3. BO TH

EXTENT OF FRONT ENTRY DECK

A-4.1

1% SLOPE

1% SLOPE TO DRAIN

A-4.1

9 VE

1% SLOPE

1% SLOPE

CRAWL SPACE W/ RAT SLAB OVER CLASS I VAPOR RETARDER

1% SLOPE TO DRAIN

CRAWLSPACE ACCESS

VEN SMA 1540

CD

1% SLOPE

CD

3'-9 1/4"

3'-7 3/4" FOUNDATION FOR B.O. STAIR, S.S.D.

Proposed Crawlspace Plan 2

1

A-4.0

1/4" = 1'-0"

A-4.0

1

2

A-4.0

A-4.0

2 A-4.2

SKYLIGHT BELOW

LINE OF SLOPED ROOF

.

30" MIN

ADU BEDROOM 226 SF

INACCESSIBLE ROOF

15'-8"

Dryer

SKYLIGHT ABOVE

C.H. = 9'-5 1/2"

C.H. @ DROPPED SOFFIT = 6'-3"

LAUNDRY 33 SF C.H. = 9'-0"

CL.

Washer

FACE-MOUNTED GUARDRAIL, 42" MIN. AFF

ADU BATH 2 64 SF

9'-3"

A-4.1

SKYLIGHTS ABOVE

4'-9"

JULIET BALCONY

2

1 A-4.1

C.H. = 9'-5 1/2" SEE NOTE 1

EXTERIOR BALCONY

(N) WOOD DECK BELOW

C.H. TO B.O. BEAM = 9'-6"

Refrigerator

C.H. = 9'-5 1/2"

OFFICE 533 SF

BATH 131 SF

C.H. = 9'-5 1/2"

5' SIDE SETBACK

DIA.

LINE OF SLOPED ROOF

36" MIN. CLR.

A-4.1

SKYLIGHT ABOVE

WIC 35 SF

PRIMARY BEDROOM 262 SF

1

SHOWER; SEE NOTE 2

20' FRONT SETBACK

17'-0"

1 A-4.2

CL. ADU LIVING ROOM 224 SF

14'-6"

CRAWLSPACE PLAN

C.H. = 9'-5 1/2"

2 A-4.1

C.H. = 9'-5 1/2"

15". 15".

MIN. MIN.

DN

C.H. @ DROPPED SOFFIT = 6'-3"

6'-11"

5' SIDE SETBACK 2

1

A-4.0

A-4.0

Proposed Second Floor Plan FLOOR 1 SECOND 1/4" = 1'-0"

ARE

SMA VEN PRO

VEN NOTES VEN 1. PROV GRAB B A. REIN OTHE

BY TH B. REIN BY 8 [11/2 ACTU MATE CAPA LOCA 391/4 FLOO C. WAT INSTA FIXTU WALL D. SHO CONT PROV 2. SHOW MINIMU DIAME

PIERS, S.S.D.

1

CAL

VEN 1/1,5

1% SLOPE

2

A-4.1

BELOW FIRST FLOOR FF

1% SLOPE

EXTENT OF FRAMED REAR DECK

1

~10% SLOPE PER CIVIL

1% SLOPE TO DRAIN CD

1% SLOPE

A-4.1

1. TH OP RE FLO SU AP MA

PL

SB

SB

SOLAR ARRAY

DAYLIGHT PLANE

HEIGHT LIMIT 25'-9"

T.O.C. SECOND FLOOR 20'-6"

1

DAYLIGHT PLANE BASE 17'-3"

4 SECOND FLOOR 11'-0"

2

2

T.O.C. FIRST FLOOR 9'-9"

1.1

5

3 GARAGE DOOR

27'-3" FROM (E) GRADE 19'-6"

8'-6"

HEIGHT LIMIT 25'-9"

PL

T.O.C. SECOND FLO 20'-6"

DAYLIGHT PLANE BA 17'-3"

SECOND FLOOR 11'-0" T.O.C. FIRST FLOOR 9'-9"

1 3

FIRST FLOOR 0" DFE (30.2') -1" BFE (29.2') -1'-1" AVG. (E) GRADE -2'-3"

ADDRESS IDENTIFICATION, SEE NOTE 1 16" X 8" FLOOD VENT IN FOUNDATION WALL BEYOND

16" X 8" FLOOD VENT IN FOUNDATION WALL BEYOND

FIRST FLOOR 0" DFE (30.2') -1" BFE (29.2') -1'-1" AVG. (E) GRADE -2'-3"

DOORBELL MOUNTED AT 48" AFF ON LEFT ADJACENT WALL; SEE NOTE 2

OUT EXTE

1 2 5

1

EAST ELEVATION - FRONT 1/4" = 1'-0"

HEIGHT LIMIT 25'-9"

T.O.C. SECOND FLOOR 20'-6"

DAYLIGHT PLANE BASE 17'-3"

5

SECOND FLOOR 11'-0" T.O.C. FIRST FLOOR 9'-9"

2

FIRST FLOOR 0" DFE (30.2') -1" BFE (29.2') -1'-1"

1

SOUTH ELEVATION - SIDE 1/4" = 1'-0"

OCTOBER 18, 20

PL

PL

SB

SB

SB

PL

1. THE COPYRIGHT OF THIS DRA DESIGN DRAW BUILD INC. AND I REPRODUCED IN WHOLE OR PA THE WITHOUT THE EXPRESS PE COPYRIGHT HOLDERS.

2. THIS DRAWING IS TO BE READ WITH ALL RELEVANT ARCHITEC DRAWINGS AND SPECIFICATION

3. WORK TO FIGURED DIMENSIO

2.27

8'-6"

T.O.C. SECOND FLOOR 20'-6"

2.28

6° 37 .96 75

2.18

2.19

2 36 4.0 10

8'-6"

JULIET BALCONY METAL HANDRAILS @ 42" HEIGHT WITH CABLE INFILL

DAYLIGHT PLANE

HEIGHT LIMIT 25'-9"

2.17

2.2

5

2 2

SECOND FLOOR 11'-0" T.O.C. FIRST FLOOR 9'-9"

19'-6"

27'-3" FROM (E) GRADE 19'-6"

4°

3

2.1

DAYLIGHT PLANE BASE 17'-3"

1.10

1.5

1.3

REV.

2

FIRST FLOOR 0" DFE (30.2') -1" BFE (29.2') -1'-1" AVG. (E) GRADE -2'-3"

OUTDOOR FIREPLACE

ERIOR FINISHES

NOTES:

CEMENT BOARD, COLOR TBD

3

TILE/STONE VENEER

VERTICAL WOOD SIDING

4

STUCCO, COLOR TBD

ISSUED SET

16" X 8" FLOOD VENT IN FOUNDATION WALL BEYOND

16" X 8" FLOOD VENT, TYP.

1. DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY PER CRC R327.1.4.

BOARD-FORMED CONCRETE

2

FRONT + REAR ELEVATIONS

WEST ELEVATION - REAR 1/4" = 1'-0"

Sheet Drawn By:

JL

A-3.0 715 LAUREL AVE MENLO PARK, CA 94025

OCTOBER 18, 2023 NOTES: 1. EACH ADDRESS IDENTIFICATION CHARACTER TO BE NOT LESS THAN 4 INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH PER CRC R319.1.

2. DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED FOR THE ADU, SHALL NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE 1. THE COPYRIGHT OFDOORBELL THIS DRAWING ISBUTTON VESTED IN ASSEMBLY PER DESIGN DRAW BUILD INC. AND IT MAY NOT BE CRC R327.1.4.

REPRODUCED IN WHOLE OR PART OR USED FOR THE WITHOUT THE EXPRESS PERMISION OF THE COPYRIGHT HOLDERS.

EXTERIOR FINISHES

3

16" X 8" FLOOD VENT, TYP.

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECT'S, ENGINEER'S DRAWINGS AND SPECIFICATIONS 3. WORK TO FIGURED DIMENSIONS ONLY.

1

CEMENT BOARD, COLOR TBD

3

TILE/STONE VENEER

2

VERTICAL WOOD SIDING

4

STUCCO, COLOR TBD

5

BOARD-FORMED CONCRETE

715 LAUR

MENLO PARK, CA

ASPHALT SHINGLE O/ WRB 6" MIN. RIGID POLYSTYRENE INSULATION

2X10 DF #2 RAFTERS @ 16" O.C. IN SIMPSON LUS HANGERS, TYP.

PE " SLO 3" / 12

SPRAY FOAM INSULATION R1

3½"X9½" LVL HEADER, FLUSH, SEE 6/S-3.3 GSM FASCIA CAP W/ DRIP EDGE

T.O.C. SECOND FLOOR 20'-6"

HEADWALL FLASHING

WD. TRIM FLUSH WITH WALL, BETWEEN GLB LEAVE 1/4" SHADOW LINE BENEATH

2X BLOCKING AND GWB EXTENDING TO T&G, 3 1/2" X 9" GLB BEYOND, BEARING ON FRAMED WALL

R4

5/8" TYPE X GWB

2X BLOCKING BETWEEN RAFTERS

SHAPED 4X10 HEADER, FLUSH W/ CS14 DRAG STRAP, SEE 5/S-3.3

1 A-4.3

2 A-4.3

15/32" STRUCT. 1 PLY FOR SHEAR, SEEE SHEARWALL SCHEDULE ON S-2.3

HALLWAY

3½"x9½" LVL W/ BLOCKING

R3

R1

ADU LIVING

W8

ADU LIVING ROOM

BEDROOM W1

3X6 BOTTOM PLATE, SEE SW SCHED. ON S-2.2

W1

W8

SECOND FLOOR 11'-0"

GARAGE

9 A-6.3

ADU KITCHEN

W1

HALL

F4

T.O.C. FIRST FLOOR 9'-9"

11 7/8" TJI 210 @ 16" O.C. IN SIMPSON ITS HANGERS, TYP.

CRAWLSPACE

5 1/4" X 11 7/8" LVL HEADER, FLUSH W/ CS14 DRAG STRAP, SEE 5/S-3.3

FIREBLOCKING

5/8" TYPE X GWB

1

Key Value

CROSS SECTION 1/4" = 1'-0"

F4 R1 R3 R4 W1 W2

2X6 PT DECKING 1.2

Keynote Text

15/32" STRUCT. 1 PLY FOR

W8

3X10 PT LEDGER

2X10 PT FRMG. @ 12" O.C.

ENTRY

Keynote Legend

ADU KITCHEN

F4 F4

W8

SHEAR, SHEARWALL TYP. FLOOR SEE ASSEMBLY W/ RADIANT HEATING, R-19 MIN., SEE 4/A-6.1 SCHEDULE ON S-2.1 TYP. LOW SLOPE ROOF ASSEMBLY, R-30 MIN., SEE 9/A-6.1 ROOF ASSEMBLY @ STUDY, R-30 MIN., SEE 11/A-6.1 TYP. SLOPED ROOF ASSEMBLY, R-30 MIN., SEE 12/A-6.1 TYP. EXT. WALL, R-21 MIN., SEE 1/A-6.0 TYP. EXT. WALL W/ CEMENT BOARD PANELS, R-21 MIN., SEE 2/A-6.0 PROVIDE WALL LENGTH FULL DEPTH SOLID 1-HR FIRE- AND SOUND-RATED WALL,JOISTS SEE 8/A-6.0 BLOCKING WHERE FLOOR ARE PERPENDICULAR FOR ALL WALLS ABOVE

FIRST FLOOR 0" DFE (30.2') -1" R3

5% SLOPE MIN. PER

AVG. (E) GRADE -2'-3"

CIVIL

2" MIN.

BFE (29.2') -1'-1"

8" MIN. ABOVE UNFINISHED GRADE

M

ALIGN SKYLIGHT TRIM WITH FACE OF CONCRETE WALL

TORCH DOWN MEMBRANE ROOF W/ INTEGRATED WRB OVER TAPERED RIGID INSULATION

9 1/2" TJI @ 12" O.C. IN SIMPSON ITS HANGERS, 3X SILL PLATE

5/8" DIA. ANCHOR BOLT @ 26" O.C. @ SHEAR WALL, SEE SW SCHED. ON S-2.1 SPACING @ 72" MAX. WHERE NOT A SHEAR WALL

CRAWLSPACE

3" UNREINFORCED RAT SLAB (N) T.O. CONCRETE CRAWLSPACE -3'-11"

W1

2

SECTION @ ADU, SOUTH 1" = 1'-0"

1

SECTION @ ENTRY, SOUTH 1" = 1'-0"

GSM FASCIA STRUCT. FASCIA

ALIGN SKYLIGHT TRIM WITH FACE OF CONCRETE WALL

15/32" ROOF SHEATHING O/ 1 1/2" STRUCTURAL T&G SHOTPINS THRU DECK INTO CONC, (2) SHOTPINS EA. DECK BOARD

2.27

ASPHALT SHINGLE O/ WRB 6" MIN. RIGID POLYSTYRENE INSULATION

PE " SLO 3" / 12

(3) #4 STIRRUPS @ 6" O.C. AROUND THREADED RODS 1/4" / 12" MIN

5/8" THREADED ROD W/ 12" EMBED, (2) #4 HORIZ. BARS T&B

.

GLULAMS BEYOND, TO BE WRAPPED W/ PROTECTIVE MEMBRANE WHERE IN CONTACT WITH CONCRETE SEE 16/S-3.1

WD. TRIM FLUSH WITH WALL, BETWEEN GLB LEAVE 1/4" SHADOW LINE BENEATH

TORCHDOWN ROOF W/ INTEGRATED WRB OVER SLOPED RIGID INSULATION

2X BLOCKING AND GWB EXTENDING TO T&G, BETWEEN GLB 3 1/2" X 9" GLB BEYOND, BEARING ON FRAMED WALL

3 1/2" X 9" GLB BEYOND

5 A-6.11

5/8" TYPE X GWB

SIMPSON CBH FROM GLB TO 3X LEDGER

15/32" STRUCT. 1 PLY FOR SHEAR, SEEE SHEARWALL SCHEDULE ON S-2.3

3X LEDGER W/ 5/8" ANCHOR BOLT @ 16" O.C. STAGGERED SEE 16/S-3.1

HALLWAY

OFFICE

9 A-6.11

3X6 BOTTOM PLATE, SEE SW SCHED. ON S-2.2

11 7/8" TJI 210 @ 16" O.C. IN SIMPSON ITS HANGERS, TYP.

HDU5 @ 48" O.C. W/ 5/8" THREADED ROD, TERMINATE W/ 3X3X3/8 PL. WASHER

FIREBLOCKING

5/8" TYPE X GWB

W8

F4

ENTRY

GARAGE

15/32" STRUCT. 1 PLY FOR SHEAR, SEE SHEARWALL SCHEDULE ON S-2.1

TYP. OF OPENINGS, SEE 20/S-3.1 #5 X 6'-0" DIAGONAL BAR EA. FACE, EA. CORNER TYP. U BARS TO MATCH SIZE & SPACING OF INTERRUPTED WALL

PROVIDE WALL LENGTH FULL DEPTH SOLID BLOCKING WHERE FLOOR JOISTS ARE PERPENDICULAR FOR ALL WALLS ABOVE

2X PT LEDGER W/ 5/8" ANCHOR BOLTS @ 16" O.C., STAGGERED SEE 13/S-3.1

2" MIN.

6 A-6.11

715 LAUREL AVE MENLO PARK, CA 94025

OCTOBER 18, 2023

9 1/2" TJI @ 12" O.C. IN SIMPSON ITS HANGERS, TYP.

4" SLAB ON GRADE W/ #4 @ 16" O.C., SEE 1/S-3.1 18" DOWEL TO MATCH SIZE & SPCG. OF SOG REINF. NOT REQ'D IF POURED MONOLITHICALLY

3X SILL PLATE

5/8" DIA. ANCHOR BOLT @ 26" O.C. @ SHEAR WALL, SEE SW SCHED. ON S-2.1 SPACING @ 72" MAX. WHERE NOT A SHEAR WALL

1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN DESIGN DRAW BUILD INC. AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE WITHOUT THE EXPRESS PERMISION OF THE COPYRIGHT HOLDERS.

1

SECTION @ ENTRY, SOUTH

3. WORK TO FIGURED DIMENSIONS ONLY.

1" = 1'-0"

ARCHITECTURAL BOARD FORM CONCRETE WALL MEETS STEM WALL

1 1/2" MIN.

12" CONCRETE WALL W/ (2) CURTAIN OF #5 @ 16" O.C. VERTICAL, (2) CURTAIN OF #5 @ 24" O.C. HORIZONTAL, SEE 13/S-3.1

3" UNREINFORCED RAT SLAB

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECT'S, ENGINEER'S DRAWINGS AND SPECIFICATIONS

SOLID 2X PT LEDGER W/ 5/8" AB'S @ 16" O.C. STAGGERED

HOOK VERT. REINF. INTO FTG. W/ CLASS B LAP AND ALT. DIR. OF HOOK

3" IF CAST AGAINST EARTH TYP.

18"D X 18"W GRADE BEAM W/ (3) #5 TOP, (3) #5 BOTTOM, (1) #5 EA. EDGE, AND #4 TIES @ 9" O.C. SEE 4/S-3.1

18"Ø PIER, SEE 10/S-3.1

Redevelopment of Dharavi Professional Project

Project Type..............................Affordable Housing

Project Phase..........................Design Competition Architect ......................................... Ashish Jaiswal Address.................715 Laurel Ave, Menlo Park, CA Slum redevelopment is a pressing global issue,

particularly in developing and underdeveloped nations. The Dharavi slum in Mumbai, one of Asia’s

most extensive slums, has long stood in the spot-

light. This project demanded thorough research to devise a space beneficial for Dharavi’s residents.

At Art in Arch, I contributed to the Dharavi redevelopment, a competitive project in collaboration with VEGA building. Within our four-member team, we

aspired to revolutionize construction performance

by integrating Vega’s system into the current building methods. Our analyses emphasized the com-

munity’s essence in Dharavi, guiding us to design

communal spaces and affordable retail areas. The architectural strategy called for a straightforward

structural system to facilitate economical housing solutions. My role was significant in the design

phase, where I was responsible for creating various project-related diagrams, drawings, animations, and graphics.

Formation of Green

Site is divided in 6 equal grids with the buildable zone. The front grid is for the green space

Commercial Space

The remaining 5 grid left will be the built-up mass at lower level (Commercial). These 5 grids were further divided in 9 equal parts.

Tower Formation

The central part of the main grid is used for the built-up mass at upper level (Residential).

Formation of Units

Built-up mass is further divided with the help of central core and corridors to form 16 welling units.

Internal Street Corridor act as a lateral connectionbetween core and units.

Internal square The central core act as community space. the 4 wings are connected with the corridor. This make design structurally efficient and stable

Central Green

Existing slum OUT RAMP FROM BASEMENT

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In RAMP FROM BASEMENT