Nila liem 2008 2017

NILA M. LIEM Architectural Portfolio | 2008-2017

NILA M. LIEM 250 West 100th St. | New York, NY | 10025 nml2161@columbia.edu | (626) 818 0060 | https://issuu.com/nilaliem8/docs/nila_liem__2008_-_2017

EDUCATION 06/2016 to 05/2017 New York, NY

Master of Science in Advanced Architectural Design Columbia University

06/2010 to 05/2014 Los Angeles, CA

Bachelor of Architecture Southern California Institute of Architecture (SCI-Arc) • Studio Work selected for SCI-Arc Annual Spring Show in 2011 and 2012 • Studio Work selected as exemplary student work for NAAB accreditation in 2012

09/2008 to 05/2010 Pasadena, CA

Architecture Major Pasadena City College • Awarded PCC Architecture Department Student Scholarship in 2009

EXPERIENCE 12/2015 to 05/2016 Semarang, Indonesia

Project Designer Arci Design Studio • Generate design concept, 3D modeling / presentation, architecture and interior drawings for client review.

• Conduct weekly presentation with invited local University Architecture students.

12/2014 to 05/2015 Culver City, CA

Project Designer Vanos Architects • Format and produce schematic design/ design development presentation drawing as required for public agency review.

• assist with or manage all phases of a project 3D modeling / presentation, production of documentation via REVIT and AutoCAD. • Coordinate with clients, consultants and team members during all phases of the project to achieve the completion of the project.

06/2014 to 12/2014 Hacienda Heights, CA

Entry Level Designer JWL Associates Inc. • Developed an architectural program defining the scope of the project and determine major interior functions within the schematic footprint of the physical building in relationship with the available site and its existing characteristic and utilities.

• Established requirements and schedules for the public agency review process, and procure all documentation available regarding all utilities and applicable planning, zoning, and government agencies.

• Met with municipal building department and other governing agency officials to coordinate approvals.

• Format and produce schematic design/ design development presentation drawing to meet owner requirements for financing, approval and as required for public agency review.

• Attended and documented initial client development meetings. Acquire general information required to establish type, expectations and scope of work/criteria for the intended project.

09/2012 to 05/2014 Los Angeles, CA

Intern IDEA Architecture and Design • Coordinated with supervisor to promote architectural goals and design concepts.

• Produced schematic design 3D models and physical models, presentation drawings, and renderings for office portfolio documentation and exhibition.

12/2010 to 01/2011 Los Angeles, CA

Intern Griffin Enright Architects • Coordinated with supervisor to produce presentation drawings and layout for office portfolio documentation and competition.

COMPETITIONS 2012 China

HYP Cup 2012 International Student Competition in Architectural Design Price for Excellence (partner with Jie Yang) • Published on Magazine: UED Special Issue of 2012 HYP Competition (Issue 068)

SKILLS 3D Modelling

• • • •

Rhinoceros Revit 3ds Max Sketch up

• • • •

Maya Zbrush Cinema 4D Zprint

Rendering

• •

Maxwell Vray

• •

Mental Ray Podium

2D Graphic

• •

AutoCAD Adobe Photoshop

• •

Fabrication

•

CNC Milling

•

Native

• •

Mandarin Indonesian

Advanced

•

English

2009 Los Angeles, CA

• • •

Volunteered for background sound effect in Gary Unmarried sitcom Volunteered for traffic coordinatior duties in Aids walk Volunteered for assiting in item distribution Memory walk

2010 Los Angeles, CA

•

Volunteered for cleaner duties in Rose parade

• •

Surfcam Rhinocam

Adobe Illustrator Adobe InDesign

•

Power Point

Laser Cutting

•

Casting

LANGUAGES

ACTIVITIES

TABLE OF CONTENT

A “Ford” Double

COLUMBIA UNIVERSITY 1

Advanced Architecture Design Studio, Columbia Summer 2016 Partner: Jiangjin Chen Instructor: Ziad Jamaleddine

Interim Urbanism 15

SCI-ARC

Advanced Studio V, Columbia Fall 2016 Partner: Alex Loh Instructor: Nahyun Hwang & David Eugine Moon

City Aperture 27

3B Studio, Sci-Arc Spring 2012 Partner: Jie Yang Instructor: Russell Thomsen

La Opinion Headquarters

PROFESSIONAL WORKS 47

Idea Architecture & Design, 09 / 2012 - 05 / 2014 Supervisor: Russell Thomsen & Eric Kahn

6th Ave Office Warehouse 53

JWL Associates Inc., 06 / 2014 - 12 / 2015 Supervisor: Peter Wang

Carolyn Way Hakim Residence 59

Vanos Architects, 12 / 2014 - 05 / 2015 Supervisor: Jay Vanos Team member: Bryan Harris & Brian Dassler

A “Ford� Double Advanced Architecture Design Studio, Columbia University, Summer 2016 Supervisor: Ziad Jamaleddine Partner: Jiangjin Chen

1

Occupy Mies: Revisting Midtown Modernist Legacy What: Lobbies, plazas and blocks The studio will look at New York buildings’ lobbies as sites for architectural intervention and urban transformation. The space of the lobby marks our first encounter with architecture— it is situated at the threshold between exterior and interior, public and private, street and building, the urban and the architectural. Here, the space of the lobby becomes the entry point towards the design intervention, which could extend to include the rethinking of the entire building block, the subterranean infrastructure, and the building superstructure.

How: Adopt a building/ an institution Each student is to select and study the architecture of his/her building, interrogate and conceptually reframe the (evolving) institutions that inhabited that building and drove its architecture and programmatic agenda. In many cases the institution that once gave birth to the architecture ceased to exist, leaving an orphaned generic open floor plan with a potential new mission, a latent purpose.

Why: The rise of corporate architecture and the hyper regulation of public space Modernism in the post war era aimed for a totalizing architecture—a universal solution for the problem of architecture and the city. In Manhattan, this created a generation of corporate buildings with a ‘monoculture’ program (with an idealized citizen) and a ‘resolved’ ground floor (with an idealized public sphere), setting back the ‘exquisite’ object from the street, and declaring apartness.

The studio thesis proposes the undoing of this (urban and social) gap and suggests instead the loosening of the threshold space—merging the interior scale with the urban scale, encompassing the new elastic and overlapping public/private relationship, multiplying its program, excavating and tapping into the infrastructure supporting it, while unpacking along the way the question of a city that is increasingly sanitized and exclusive.

What If In a final act and perhaps a sign of rebirth, New York would kill its ‘sacred cows’—by hacking, squatting and occupying the ‘rationalist’ structures with a new architectural agenda, taking a cue from the ‘occupied wall street’ movement, a more socially driven agenda.

What if, instead of a city of (hollow) hyper-private vertical spears (a descendant of modernist corporate architecture), we re-imagine a more democratic and inclusive city by reclaiming its ground as truly collective?

2

Founded in Michigan by Henry Ford to avoid tax,400 Employees

First International Office In New Delhi, India

1949

1963

1936

1976

1952

2016

1967

Investment on higher education

Involvement in Youth Leader Program

Involvement in Politics

2012

Ford Foundation Building Built

Help launch Grameen Bank The founder rewarded Noble Peace Prize in 2006

US 2nd Richest Foundation 550 Employees

Total global giving $285,823,313

Beijing Ford Foundation (New York)

$31,977,617

Cairo $26,879,500

New Delhi

Mexico City $30,811,532

$28,675,000

Lagos $25,492,978

Nairobi $29,356,750

Jakarta $23,928,687

Santiago $31,262,509 Rio de Janerio

Johannesburg

$28,590,600

$28,847,838

Ford Foundation Information Diagram

FORD FOUNDATION

Ford Foundation was founded in 1936. Their Headquarter was built in 1963 by Kevin Roche.

The foundation was originally founded for the purpose of avoiding tax. As of 2014, the institution has owned $12,400,460,000 of assets and became the second largest foundation in United States. Originally operating on the local range, the foundation has now focused solely on internationally issues, such as politics, art, and education. They provided a total global giving of approximately 285 million each year. Despite the huge amount of money ontributed each year, they have difficulties to effectively delivering their humanitarian effort.

3

Lot Size 200’ x 202’ Building Footprint 180’ x 174

20’

40’

30’

40’

Alignment on height and second setback

Driveways

10-11F Executives

4-9F Employees 12’ by 12’ office 18’ by 18’ office 6’ passage way 12’ by 18’ office 1-3F Reception

10-floor spaces for atrium

Redundant circulation path

Atrium for interior landscape

Building Research Diagram

BUILDING ANALYSIS

The building was designed to have a wide setback to encourage a pedestrian access and create driveways. The floorplan consists of a rigid layout for the office with a fixed function. The office floorplan is composed from a 6 feet grid to generate different sizes of space modules.

The regidity contributes to the infllexibility and it is unadaptable to future changes. Unlike how other buildings in mid town deals with the idea of plaza, The plaza is internalized within the building in Ford Foundation, resulting in a redundancy amounting to an area of10-floor spaces.

Within the atrium it also contains landscape with redudant meandering circulation.

4

DISCONNECTIVITY

“This building is not compatible with our culture as an organization,” Mr. Walker (one of the executive of foundation) said in an interview this month. “It is hierarchical, off -putting and inaccessible.”

Based on the analysis, Ford Foundation is disconnected in 3 different levels. FIrst is the disconnection that happen with them as a policy maker to their target beneficiaries all around the world. Second is the disconnection between Ford Founddation and their partner organization due to the rigidity of their headquarter building design causing lack of meeting spaces and inflexibility to adjust to different situations. And lastly, the building has no access for handicaps, which creates disconnection between the institution to the public.

The geographical separation makes the distance between policy maker and their beneficiaries As policy maker to beneficiaries

No exhibition & insufficient space for negotiation

With different cooperation groups

No access route for handicaps

Ford Foundation No access to handicaps

Ford Foundation Disconnectivity Diagram

WHAT IF?

What if ford foundation opens up the institution to shape the city and to be shaped by the city?

Maybe Ford Foundation can provide flexible spaces to collaborate with local organizations to engage and connect with the local community and using this approach as a way to address the disconnectivity between established policy and their implementation in a global manner

Photograph of Kevin Rosche with Ford Foundation Model 5

Rigid design provides no potential for adaptation. Concrete structure also made adaptation impossible

Mary O’Connor Play ground, provide placeof void for reinterpretation for Ford Foundation Building

Atrium relationship to Historical Tudor City Park

Ford Foundation Site Plan

PROPOSAL

As ford foundation incorporate these new programs, their building is not flexible enough to adapt to these changes due to its rigid form and materiality and the only direction for them to expand is towards the playground and the park. So in the design we will use the adjacent playground in order to connect the park(which is the public) to ford foundation.

Ford Foundation and Local Partners Map

LOCAL PARTNERS

The potential collaborators are within walking distance to ford foundation. these organization have been involved directly with the local and ford foundation will need to collaborate with them in order to reach out to the public. Red cross will care for medical and emergency. Free arts NYC and learning ally will educate children with mental disability. City harvest, City meals and Coalition for the homeless will serve the homeless community by providing food and job training.

6

Existing Fire Stairs Proposed Elevators

Existing Fire Stairs

Proposed Storage Level UG1 -Food supply -Medical Supply -Emergency Kit Level UG2 -Construction Materials Proposed Elevators

Step 1: Reinterpret Ford Foundation. Define grids, void and mass

Step 2: Rigidity has made itself flexibility impossible. We find adjacent playground as basic void to expand

Step 3: Use grids as element in spatial reinterpretation

Concept Diagram

Fixed Element

FLEXIBILITY THROUGH REDUNDANCY Architecturally Ford foundation with its fixed rigid form and void redundancy does not achieve flexibility that is needed to adapt to different scenarios. Therefore we propose to achieve flexibility through the redundancy by expanding the void to the adjacent playground. And define the void with the grid system made from scaffolding structure. Through this, we are able to regenerate the masses based on the different scenarios and achieve flexibility in terms of spatial configuration.

We have defined 5 scenarios. Which is daily operation, economic crisis, emergency crisis, world wide conference, and office relocation.

Based on the scenarios we then defined the fixed elements which is the existing fire stairs, we also propose for new vertical circulation and basement to serve as storage. we also create catalogue of elements that can be added to the different scenarios. They come in the form of horizontal, vertical and diagonal elements. These are stored in the basement and can be installed when needed.

7

PROGRAMS Storage

Shelter

Class

Meeting

Exhibition

Clinic

Soup Kitchen

Training Field

Office

SCENARIO CATEGORY

Daily Operation Public meeting Office Expansion Emergency Crisis Economic Crisis

Scenario and Program Diagram

HORIZONTAL

VERTICAL

DIAGONAL

Catalogue of Elements

8

DAILY OPERATION

In Daily operation scenario, the programs are arranged in different level in the form of suspended platform which are shaped to adjust to the function of the programs such as stepping planes for the meeting, partially open space to host exhibition and also incorporate green spaces. These spaces are connected by the elevator and also ramps. The ramps and scaffolding structure penetrate into ford foundation connecting the ford foundation lobby entrance to the new site. The scenario will host these elements to accommodate for the program. such as soil unit for landscape and Digital wall for office use.

Office

Clinic

Exhibition Classroom Meeting Exhibition

Soup Kitchen

Storage Section perspective of Daily Operation Scenario

9

TRAINING & EDUCATION

The Training and Education scenario will assist ford foundation to architecturally contribute to the local society and the world. This is done providing a training ground for the citizen to practice how to build shelter as well as educating children, and providing job training for adults.

The forms are divided into 3 zones with classrooms for the shelter building and job training. And classrooms for kids and farming courses, as well as platform to practice building the shelters.

Bridges will connect the ford foundation building to the new site. So the people from ford foundation can directly involve themselves with the public. The classrooms will have green spaces, open courtyard, as well as sandboxes to accommodate for children and classroom needs.

Classrooms

Training

Classrooms

Soup Kitchen

Storage

Section perspective of Training and Education Scenario

10

EMERGENCY

During emergency, the structure will provide shelter and also a communal gathering space for the city with infrastructure such as solar panels and antenna to provide for electricity and connection when its off grid. In this scenario we will have a large clinic to provide sufficient health care for the local. The program is arranged into 3 different villages of shelter community. These communities share a communal space where utilities such as kitchen and shower is included as well as the clinic and landscape spaces.

Shelter

Communal

Clinic

Soup Kitchen

Storage

Section perspective of Emergency Crisis Scenario

STRUCTURAL COMPONENTS Temporary Bamboo structure

Bamboo Connection

Knots Horizontal Unit

Bamboo & Steel Connection

Permanent Steel structure

Steel Connection Vertical Unit Horizontal Unit Diagonal Unit

Structure and Materials 11

OFFICE RELOCATION

Ford foundation will under go a renovation performed by Gensler. When the time comes, the employees will need to be relocated. The structure has the ability to adapt to this need.

Office

Storage

Section perspective of Office Relocation Scenario

Rendering of Office Relocation Scenario 12

13

Rendering of Emergency Crisis Scenario

14

Interim Urbanism

Shower Room Bedroom Bathroom

Advanced Studio V, Columbia University, Fall 2016 Instructor: Nahyun Hwang & David Eugine Moon Partner: Alex Loh Modulization

Efficient Living

The pilgrims who come to perform the Hajj ritual stay in the City of Mina for 5 days. The city needs to effectively and efficiently accomodate millions of people for the duration of the ritual, therefore the temporary tent design is very minimal. The full size mattress are laid next to each other in order to conserve space.

There are HVAC system installed inside each tent due to the Hot and Arid weather in Mecca. The tents are build side by side with occasional alleyway to allow for circulation into facilities such as Bathroom and Medical Center or to the Major street. The modulization of the tent forms into a city block.

The factory dorm consists of one linear circulation leading to a series of rooms. The rooms are made to fit 6 bunk beds which accomodate the stay of 12 persons.

The communal shower rooms are separated into women and men. They are located at both end of the hallway with minimal privacy for each workers. The bathrooms are located adjacent to the shower room. Inside the bathroom, there are stalls with squat toilets. The layout of the factory dorm allow for efficient plumbing and access to accomodate workers day to day activity efficiently.

City of Tent, Mina, Pilgrim tents

Pegatron Factory Dorm, Shanghai, Inside Factory Dorm

Toward Jamarat Pillars

Spaces within Space Shigeru Ban designed the Paper Partition System to aid in disaster relief effort. The design uses materials such as paper tube and cloth to allow for quick installation after disaster. The system allows for the modulation of shelters to accomodate for large number of disaster victims. The Cloth can be opened and closed to allow for circulation and privacy.

Paper Partition System 4, Okinawa, 2011, Module System

Shanghai City

Rail Road

Medical Center

Shower Room

Bathroom

Obiyamanishi Elementary School Gym

Bedroom

Toward Mount. Arafat

Bathroom

Containing the Sprawl

The Rural and The Urban

Intermediate Zone

Modulization Mina City is contained within the Valley. Towards the North of the city is the Jamarat Pillar and the south is the Mount. Arafat. Pilgrims gain access to the city by train. The city is filled with tents. Within each city block, the bathrooms are sandwiched in between the living tents. There are medical centers scattered throughout The pilgrims who come to perform the Hajj ritual stay in the City of Mina for 5 days. The city needs to effectively and efficiently accomodate millions of people the city to accomodate for the sick. Due to the movement of the vast number of people within the city to reach to the same destination, the chance of stampede for the duration of the ritual, therefore the temporary tent design is very minimal. The full size mattress are laid next to each other in order to conserve space. incident is very high.

There are HVAC system installed inside each tent due to the Hot and Arid weather in Mecca. The tents are build side by side with occasional alleyway to allow for circulation into facilities such as Bathroom and Medical Center or to the Major street. The modulization of the tent forms into a city block.

Efficient Living The factory dorm is located in the rural area of Shanghai away from downtown Shanghai City. Many of the employees actually not the permanent residence of Shanghai area, most of them come from different parts of China. There are approximately 6000 workers in the factory. Apart from being an immigrant, most of the The factory dorm consists of one linear circulation leading to a series of rooms. The rooms are made to fit 6 bunk beds which accomodate the stay of 12 persons. workers who work in the Factory are young people who do not have high education background or are looking for a temporary job. Since they cannot afford the The communal shower rooms are separated into women and men. They are located at both end of the hallway with minimal privacy for each workers. The bathprice of the housings outside of the factory complex, the dorm become a convenient place for them to stay while they work. rooms are located adjacent to the shower room. Inside the bathroom, there are stalls with squat toilets. The layout of the factory dorm allow for efficient plumbing and access to accomodate workers day to day activity efficiently.

within Space The location of the school in relation to the residential and the coastSpaces line provide an easy access and ideal meeting point for the local resident to get to and gather up when disaster strikes. The school gym has the capacity to accomodate for a large number of people who live in the area. The design placed itself in existing Shigeru Ban designed the Paper Partition System to aid in disaster relief effort. The design uses materials such as paper tube and cloth to allow for quick instalschool gym where the structure is able to withstand earthquake and provide the neccessary amenities to host the shelters. lation after disaster. The system allows for the modulation of shelters to accomodate for large number of disaster victims. The Cloth can be opened and closed to allow for circulation and privacy.

City of Tent, Mina, Landscape and Urban Condition

Pegatron Factory Dorm, Shanghai, Factory Dorm location in relation to Shanghai City

Paper Partition System 4, Okinawa, 2011, The Host: Obiyamanishi Elementary School Gym

City of Tent, Mina, Pilgrim tents

Pegatron Factory Dorm, Shanghai, Inside Factory Dorm

Paper Partition System 4, Okinawa, 2011, Module System

Toward Jamarat Pillars

20,500

74,000

Shanghai City

80,000 170,000

7,000

179,000 75,000

25,000 24,000 12,000

13,800

35,000 40,000

112,000

15,000 10,000

1,272,834

28,000

85,000

Shanghai

5,500 9,000 211,000

2,500

Rail Road

GuangZhou

Medical Center Bathroom

Obiyamanishi Elementary School Gym

Toward Mount. Arafat

Rapid Influx

Convergence

Ubiquitous

Containing Sprawl This drawing depicts the number of Muslims from many different countries who gothe to Mecca to attend the Hajj. In Islam, the follower is expected to come to Mecca to perform the Hajj at least once in his/her lifetime. The Hajj ritual begins in the city of Mina. Currently, the number of international pilgrims and the domestic Mina Citywho is contained within the Towards Northtoofapproximately the city is the3Jamarat Pillar and southpopulation is the Mount.

Arafat.toPilgrims access the city by of pilgrims come to perform theValley. ritual in Mecca the amount Million people.

Asthe muslim continue increasegain every year,to the number train. Theis city is filledtowith tents.

Within each city block, the bathrooms are sandwiched in between the living tents. There are medical centers scattered throughout pilgrims expected go up as well. the city to accomodate for the sick. Due to the movement of the vast number of people within the city to reach to the same destination, the chance of stampede incident is very high.

The Rural and The Urban Due to the policy established by the government, The province located along the coast line are turned into economic zones, which results in more job opportunities along these areas. People leave their hometown and migrate to these area in search for work. Shanghai City is one of the economic zone due to its location The factory is located in thehas rural areapopulation of Shanghai away from downtown Shanghai Many of the employees close to the dorm shoreline.

Shanghai more of Migrant worker in comparison to City. the permanent resident of theactually city. not the permanent residence of Shanghai area, most of them come from different parts of China. There are approximately 6000 workers in the factory. Apart from being an immigrant, most of the workers who work in the Factory are young people who do not have high education background or are looking for a temporary job. Since they cannot afford the price of the housings outside of the factory complex, the dorm become a convenient place for them to stay while they work.

Intermediate Zone Japan is located in the seismic hazzard zone which is also prone to tsunami.

The country has excellent education system and facilities all across the country as well as proximity to residential zone. The school can potentially become a disaster relief station providing the temporary shelter system to accomodate for and The location of thewho school relation to the residential and the coast line provide an easy access and ideal meeting point for the local resident to get to and gather gather the victims lostintheir home. up when disaster strikes. The school gym has the capacity to accomodate for a large number of people who live in the area. The design placed itself in existing school gym where the structure is able to withstand earthquake and provide the neccessary amenities to host the shelters.

City of Tent, Mina, Worldwide Pilgrims Migration into Mecca

Pegatron Factory Dorm, Shanghai, Workers Migration Pattern in China

Paper Partition System 4, Okinawa, 2011, Location of Schools in Japan

City of Tent, Mina, Landscape and Urban Condition

Pegatron Factory Dorm, Shanghai, Factory Dorm location in relation to Shanghai City

Paper Partition System 4, Okinawa, 2011, The Host: Obiyamanishi Elementary School Gym

Factory Gym Cafetaria Shop Park Dorm

20,500

74,000 80,000 170,000

7,000

179,000 75,000

25,000 24,000 12,000

13,800

35,000 40,000

112,000 Stadium

15,000 10,000

1,272,834

Warehouse

28,000

85,000

Shanghai

5,500 9,000 211,000

2,500

Medical Center

Bathroom

GuangZhou Convention Center

The other Component Rapid Influxare incredibly compacted. The Medical Center in the city of Mina contains Due to the limited land area in the Mina city, the public facilities provided for the pilgrims rows of patient beds that are arranged to fit within the tent. Same with the Bathrooms, the structure is able to accomodate a lot of people with very minimal design.

This drawing depicts the number of Muslims from many different countries who go to Mecca to attend the Hajj. In Islam, the follower is expected to come to Mecca the bathroom stalls contains squat toilets and at the two short elevation of the bathroom, there are water faucets and small water pond to allow the pilgrim to wash to perform the Hajj at least once in his/her lifetime. The Hajj ritual begins in the city of Mina. Currently, the number of international pilgrims and the domestic themselves. pilgrims who come to perform the ritual in Mecca amount to approximately 3 Million people. As muslim population continue to increase every year, the number of pilgrims is expected to go up as well.

Community Activator Convergence Since the workers stay in the factory complex, the factory provides communal spaces such as Gym, Cafetaria, Shop and Park. These spaces allow for workers interaction as well as providing psychological relief after repeating and boring factory work. The park also turns into a gathering space for announcement to be Due to the policy established by the government, The province located along the coast line are turned into economic zones, which results in more job opportunimade. The communal spaces are built in the center of the factory so everybody can easily access these facilities. ties along these areas. People leave their hometown and migrate to these area in search for work. Shanghai City is one of the economic zone due to its location close to the shoreline. Shanghai has more population of Migrant worker in comparison to the permanent resident of the city.

Monastery

Alternative Hosts Ubiquitous The flexibility of the paper partition shelter allow for the system to be potentially applied to different type of building, such as Stadium, Warehouse, Convention Center, Monastery, Parking building, etc. The system can easily fit into large spaces and attach to the infrastructure of the existing building to provide temporary Japan is located in the seismic hazzard zone which is also prone to tsunami. The country has excellent education system and facilities all across the country as shelter for people. well as proximity to residential zone. The school can potentially become a disaster relief station providing the temporary shelter system to accomodate for and gather the victims who lost their home.

City of Tent, Mina, Public Facilities for the Pilgrims

Pegatron Factory Dorm, Shanghai, Communal Facilities for the Factory Workers

Paper Partition System 4, Okinawa, 2011, Potential hosts

City of Tent, Mina, Worldwide Pilgrims Migration into Mecca

Pegatron Factory Dorm, Shanghai, Workers Migration Pattern in China

Paper Partition System 4, Okinawa, 2011, Location of Schools in Japan

15 Factory Gym Cafetaria Shop Park Dorm

As a part of the ongoing research and studio series “Interim Urbanism,” the studio will consider the architecture of the stay, a working term that acknowledges the underexplored concept of a genre of architecture and urbanism that describes a spectrum of temporary habitation in all of its forms and intricacies. From the makeshift homes of refugees to the fragile autonomy of homeless Tent Cities, permanence and belonging are suspended and pursued at once.

Sometimes as fortressed as the “commune” of the Waldorf Astoria Hotel or as fleeting as the instant families found at the shared kitchens of WeLive or Common, the spaces of the stay are often disposable, yet necessary utopias. Generic and fascinating as the Portman’s atriums, and f lamboyant and logical as roadside motels, the stay is politics and biopolitics where delegates mingle and nations are presented, and where the promiscuity of work and life surface to Krakauer’s content. The stay is interior urbanism and state monumentalism. The stay is “in the meantime.”

Aiming beyond the fascinations with the delights and limitations of the assumed ephemerality, the studio’s goal is to reconsider the architecture of temporal habitation as a context and an instrument to reshape the city. While tethered to the realism of living but inspired by the implications of the continued journey, the propositions of the temporal stay have often provoked and implemented experimentations and projections for new visions for the city. From the participatory mobility of Yona Friedman’s Spatial City to the extreme nomadology of Constant Nieuwenhuys’ New Babylon, from radical idealisms of government sanctioned squats in Holland to the endlessly networked and emancipated Supersurfaces of Happy Islands and Floating Seasteads, the new notions of the city, its citizens, and their ways of living, both dystopic and utopic are articulated through the evolving notions of domesticity and privacy, and the premise of movements that responds to or triggers impending yet uncertain changes. Participating in the continuing discourse and recognizing the genre’s pertinence in the context of current political and societal realities and the prevalence of technological optimism, the studio will engage the potentials in architecture of temporal habitation through a set of projects diverse in concept, location, and scale, and the forms of temporary occupation evolving to respond to new ideals of collectivity in the contemporary city.

The emphasis of the studio is on the production of rigorously articulated architectural propositions that each engages the critical inquiry of the studio topic with a distinctive thesis.

16

MIGRANT WORKERS

Desertification and water shortage have caused agricultural, a multi-billion dollars industries to deteriorate. Within these issue, we want to shed light onto the Seasonal Agriculture Workers working in Small Family Farm whose living and working condition has been severely affected.

With the complexity of seasonal agricultural workers (H-2A visa) application process, profits are decreasing annually because employers are having hard times to get foreign workers to arrive on time before the season begins. These workers only come for one to ten months according to the weather condition. They will have to return to their countries afterward and the whole process begin again.

Most of these workers were supposed to be housed in residential complex provided by their respective employers. However in reality is sometime they would have to stayed at places like animal barn, vehicle, and even on the field. No communal spaces were provided for them. They are exposes to many stress such as job security that come from their employers, heat, exposure to pesticide, isolation and cultural adjustment. Due to their status, their condition is often being ignored by the government, which caused the issue to get further exacerbated. Some workers become illegal and migrate to the city where they would become unemployed, homeless, or find low income paying job such as working in a restaurant and stay at house shared by multiple individuals.

(F)

(F)

(G)

Occasionally, they need to sleep in tents and outdoor lands Entir empl e proc oyer ess m s ar ay e de be de sper la atel yed to y in need as long of w as 10 orke rs du month e to s. Man the dela y y Employers hire through advertising in local newspaper on 2 separate days.

One must be on Sunday

Employees sleep in a limited size rooms

(F)

A lot of them have to sleep in animal barns due to lack of space

Sometimes, they sleep in open pavillion structure

(G)

(G)

(A)

They usually gather during leisure time

Employers submit temporary labor certification to DOL and show surety bond to prove their financial ability to pay wages Employers submit Working visa forms to DOL.

US (6%)

Central America (4%)

Working Visa approved.

MEXICO

Mexican (91%)

(B)

Unpredictable

wait time for approval

Employers contact recruiters or employment agencies for domestic workers

(C) They begin to schedule appointments for visa interview

Appointment wait time = 2 days

UNITED STATES

2.5 months prior of seasons

(A)

(F)

(D) (F) They sleep on trucks and occupy

Welcome to the United States of America

the floor during their leisure time

(F) (D) They keep waiting in Mexico.

(G)

They stay in housings which are provided by employers. Standards are not always met

(E) Spouses and children of Farm worker can apply for visas which granted them admission to the United States

(E)

They are supposed to only work eight (8) hours a day for six (6) days a week.

1954

(C)

Medium-scale Farm 50-1000 acre (30%)

(G)

Single (18%) Married Couple (36%)

Cultivation and tillage of the soil, dairying the production, cultivation, growing, and harvesting, raising livestocks

Small Family Farm 1-50 acre (65%)

1935 Large-scale Farm 1000-2000 acre (5%) 2012

Avg Farms Farm size

1974

1992

$$$$$

Married Couple with Children (46%)

They experience stress such as job security, exertion, heat, cultural adjustment, physical surrounding, pesticide exposure

(D) USCIS Center

$10,000 to $12,499 individually $15,000 to $T17,499 family

(H) Some workers become illegal and work in the city.

They work in construction sites and kitchens

(B) Employment Recruitment Center

Houses in Mexico

(H)

(H)

(H)

Commercial Restaurants

Multiple workers living in a shared house

They sleep on street benches during unemployment

Former Migrant Worker Living and Working Condition Drawing 17

1

2

Van Norman Reservoir

Encino Reservoir

Location: San Fernando, Los Angeles, California Max. length: Max. width: Surface area: Water volume:

1.29 km (0.80 mi) 891 m (2,924 ft) 115 hectares (284 acres) 28,725,282 m3 (23,288 acre·ft)

3

4 Franklin Canyon Reservoir

1.7 km (1.06 mi) 847 m (2,779 ft) 146 hectares (361 acres) 9,900,000 m3 (8,000 acre·ft)

Water Infrastructure Map

WATER INFRASTRUCTURE

Location: Beverly Hills, Los Angeles, California Max. length: Max. width: Surface area: Water volume:

0.46 km (0.26 mi) 147 m (483 ft) 6 hectares (15 acres) 647,577 m3 (525 acre·ft)

5

6

Hollywood Reservoir

Silver Lake Reservoir

Location: Hollywood, Los Angeles, California Max. length: Max. width: Surface area: Water volume:

0.98 km (0.61 mi) 1050 m (3,446 ft) 104 hectares (256 acres) 7,894,272 m3 (6,400 acre·ft)

Stone Canyon Reservoir Location: Bel Air, Los Angeles, California Max. length: Max. width: Surface area: Water volume:

Location: Encino, Los Angeles, California Max. length: Max. width: Surface area: Water volume:

0.85 km (0.52 mi) 862 m (2,829 ft) 73 hectares (181 acres) 3,500,000 m3 (2,800 acre·ft)

Location: Silver Lake, Los Angeles, California Max. length: Max. width: Surface area: Water volume:

1.2 km (0.75 mi) 500 m (1,600 ft) 39 hectares (96 acres) 3,000,000 m3 (2,400 acre·ft)

Reservoirs

The drought that happens in south west region depleted the water availability of the rural agriculture zone and impacts the small family farms along with the Former Migrant Workers. we research into the water system in south west california, where we discovered 3 main aqueducts thats runs into the city of los angeles providing constant water supply for the city resident. In addition, we also found out many water wells and open air drinking water reservoirs through out the city edge. These water reservoir are now being stripped of their purposes due to the prohibition from the federal government with carcinogenic substance in water due to sun exposure.

Most of these reservoirs are located in close proximity to suburban area. Further research informed us the disparity of water usage in urban and rural setting, with 40% of waters are being used in farmlands and only 10% are used in urban setting. Our site is in silver lake reservoir, an open air water reservoir, which is right now being drained to accomodate for the new underground water reservoir. and the community is unsure about what to do with the empty reservoir.

18

Network Diagram

PROPOSAL

There are many small family farm in california and they have difficulty accessing the water unlike the large corporate farm that has the financial resources to obtain water. As more farmers are settling down instead of seasonally moving from places to places to work, we want to challenge the notion of temporal habitation of these Former Migrant Workers and have a gradually permanent settlement.

Although it is impossible to accomodate all workers into the site due to large amount of farm land that will be needed. The project intends to bring attention the issue of the Former Migrant Workers who are working in isolation at the Rural region to the Suburban Context. Using the reservoir located at the close proximity to the suburban area, the project proposes for experimental farming and the accomodation of Former Migrant Workers into the Silverlake Reservoir.

Thus, generating a new typology of farming and living as well as the creation of public spaces within the suburban context.

19

Under Ground Level 2

Ring Housing looking out to the farm field

Ground Level view near Restaurant

Ground Level Floorplan 20

South view

NETWORK

The Habitation + Experimental Farm take advantages at all the available infrastructure and opportunity around the context to create interaction between the people inhabiting the suburban area and to the formerly isolated Former Migrant Workers. The strategy will allow people to recognize the work that these Migrant Workers do and allow for the creation of new public space in the suburban context. These Migrant worker along with the researchers would provide their expertise and educate people about water shortage and agriculture activity.

Silverlake Reservoir is within close proximity to the freeway. This allows for the farm goods to be easily transportated to places such as food wholesale instead of previously where it has to be carried all the way from the rural setting. It will also collaborate with the UCLA research institute conducting experimental farming. Previously, Silverlake reservoir was also used as a recreational spot for the neighborhood and we intend to keep it that way. We also proposed community program that will engage the neighborhood including families and local artists with the Former Migrant Worker such as farmers market or communal farming. For that, we have created multiple typologies of working and habitation responding to the public programs as well as the agricultural programs for the site.

The Ground level is flushed with the Street level and is meant to be accessible by the public.

Using the surface of the ground and treating it as a flexible surface, the strategy is to delineate the site boundary to create a gap that would serve as an entry point to be filled with public, farming, and habitation program, engaging the public and the Former Migrant Workers. We proposed for the community farming program along the west boundary of the Silverlake Reservoir.

This area will have series of terraces to accomodate for the program. On the South side, we proposed for sports area and skateboard park as an extension from the community park below to allow interaction between the public and the Migrant Workers. On the East side, the major road connecting the freeway is extended into the site allowing car access, parking, truck loading as well as drive through compost program. The Upper East area is a performance venue for the local artist to perform for free on site.

The Under Ground Level 1 will consists of habitation, production and research lab. The agricultural activity will be performed using vertical farming and hydroponic to allow for efficient land use. The housing and research lab will be arranged along the farming zone. The Scientist and the locals will also live and work with the Migrant Workers in this site.

The Under Ground Level 2 contain water storage for the habitation and farming activity. In addition, it will also serve as the back office of the site such as storage and processing room for the harvested crops, where the public could get access and get educated about the agriculture.

Community Farming 21

C

D

C

B

C

A

A

E

D

E

B

G

F

F

E A

G

C

F

F

H

F

I

F F

A A

I

H

J

J K

K

A

L

C G A

A

L D

E

L

A. Cone Farms B. Ring Housing C. Community Day Care D. Research Lab E. Edge Housing F. Hydroponics G. Commuity Room H. Aeroponics I. Flower Garden J. Vertical Housing K. Auditorium L. Salinated Water Farms

Under Ground Level 2 Floorplan 22

A. Cone Farms B. Ring Housing C. Water Storage D. Tractors Parking E. Edge Housing F. Post-Harvest Back Office G. Commuity Farms H. Crops Storage I. Animals Barn J. Vertical Housing K. Community Parking L. Skateparks

Under Ground Level 1 Floorplan

Section Axon A

Section Model 23

C

Section Axon B

Section Model 24

D

C

Close up view Site Model

Close up view Site Model 25

Site Model

26

City Aperture 3B Studio, Sci-Arc Spring 2012 Instructor: Russell Thomsen Partner: Jie Yang

27

Price of Excellence in HYP cup 2012 International Student Competition in Architectural Design http://www.archreport.com.cn/show-6-109-1.html Magazine: UED Special Issue of 2012 HYP Competition (Issue 068)

In the second semester of the third year in the undergraduate school the students are asked to produce a ‘comprehensive’ design that deals with the interrelationship of building systems.

They are required to articulate a projects performance structurally, thermally, acoustically and environmentally. Beyond competent articulation of systemic relationships we will ask that the students mine these systems for spatial and organizational potential. Issues of embedding, figuration, mass and interstice, solid and void as well as contemporary notions of poché incarnated by double skins and thick membranes are all within the family of formal problems related to systemic challenges that the studio will be exploring.

The course objectives is to allow student to achieve Comprehensive Design, Critical Thinking Skills, Design Skills, Sustainability, Research Skills, Use of Precedents, Graphic Skills, and Accessibility.

28

SITE

The studio project is to be located on the site of the recently completed New Museum (by SANAA) in New York. The New Museum is located on the Bowery at a pivotal geographic and cultural intersection where generations of artists have lived, worked, and contributed to the ongoing cultural dialogue of the nation.

In 1960 SoHo was a derelict brownfield site, but now it is a vibrant New York district. This paper examines how the renewal occurred so rapidly and completely. The dramatic revival has resulted in a high density environment which provides the mix of uses usually associated with urban villages. High density and mixed uses have been bound together and sustained by the catalyst of myth making.

These three terms, mixed use, density, and myth are first defined and their interaction over the last 200 years is plotted to demonstrate how these qualities provide a successful urban environment. This historical overview also shows how SoHo became a primary example of local residents overcoming city planners and how it is the first time that artists acted as urban pioneers.

Site photograph 29

N

Site plan 30

Create 3 boxes (galleries) in the bounding box on the site.

Extrude the 3 boxes to south, north, west from the highest window to the lowest.

Extrude the 3 boxes to south, north, west from the highest window to the lowest.

Morphology Diagram

Lower Soho

Upper Manhattan

Bowery

View Diagram

CONCEPT

New York City is a remarkably dynamic and dense city, which embedded rich culture. Enormous amount of high skyscraper have been risen from the ground. Museum is a culture reinforcer to the city, bringing people some spirit food. To merge the museum with the city context, three “windows,” facing different direction of the city, are created in different height to accommodate the city view. As visitors walks along the museum, the three “windows,” the galleries, are experienced in sequence -- from eye level to aerial level. In this way, the art and the gallery are perfectly merged.

The lowest “window” is facing the Prince Street, which is on the west; the middle “window” is facing Upper Manhattan, which is on the north; the highest “window” is facing Lower Manhattan, which is on the south.

31

Rendering showing exterior gallery looking towards Bowery St. 32

Interior Gallery

9th Floor 137'-0"

Interior Gallery

8th Floor 119'-0"

Interior Gallery 7th Floor 103'-6"

Interior Gallery 6th Floor 87'-3"

Media Center

Resting Spot

5th Floor 74'-4"

Learning Center

4th Floor 51'-0"

Office

Exterior Gallery 3rd Floor 39'-0"

Office 2nd Floor 26'-9"

Gift Shop 1st Floor 14'-6"

Mezzanine

Entry

Ground Floor 3'-0"

Gift Shop Lobby

Theater

Underground -15'-3"

Art Storage

Mechanical Room

Tranverse Section 33

LONGITUDINAL SECTION SCALE: 1/16” = 1’0”

From Bowery South From Bowery North To Theater

CIRCULATION Circulation Diagram DIAGRAM

Inner Massing Diagram

INNER MASSING DIAGRAM

Local Circulation Entry Elevator Emergency Stair Check Point

From Bowery South

To Theater

Program Diagram PROGRAM DIAGRAM

Structure DiagramDIAGRAM STRUCTURE

Theater

Vertical Support

Storage & Machenical room

Wall Support

Elevator

Primary Truss

Emergency Stair

Lateral Force Vertical Force

Exterior Gallery Interior Gallery Learning Center & Media Room Cafe 34

2

1

3

4

78

56

12

9

3

4

5

6

7

8

9

A

A

RAMP TO THEATER EL: -18'-1" EL: -6'-11"

B

B COAT ROOM TICKETING

C

D

EL: 23'-8"

C

ROOM 104 EL: 0'-0"

D E

E

OFFICE

OPEN TO BELOW

LOBBY

ROOM 110

EL: -6'-11"

DOWN

ROOM 105

EXTERIOR GALLERY

GIFT SHOP

ROOM 109

F

F

EL: 22'-11"

I

I

EL: 9.92'

J

J

K

K

L

L

Second Level Plan

Ground Level Plan

1

2

3

4

78

56

1

9

2

3

4

5

6

7

8

9

EL: 91'-1"

A

A OPEN TO BELOW

ROOM 119

ROOM 122 EL: 137'-0" EL: 100'-11"

1 A- 1.10.1

B

C

B

C

INTERIOR GALLERY

D

D

E

F

E

EL: 116'-5"

ROOM 120

F

I

ROOM 121

I

J

J

K

K

L

L

Eighth Level Plan

Ninth Level Plan

35

INTERIOR GALLERY

ECTION

”

A

Interior Gallery

9th Floor 137'-0"

Interior Gallery

8th Floor 119'-0"

Interior Gallery 7th Floor 103'-6"

Resting Spot Interior Gallery 6th Floor 87'-3" Exterior Gallery Media Center

5th Floor 74'-4"

Learning Center

4th Floor 51'-0"

3rd Floor 39'-0"

2nd Floor 26'-9"

1st Floor

Mezzanine

14'-6"

Ground Floor 3'-0" Lobby

Entry

Underground Theater

-15'-3"

Mechanical Room

Longitudinal Section 36

TRANVERSE S

SCALE: 1/16” =

GFRC

GLASS

GLASS

83'-10 1/2"

POUR IN CONCRETE

West Elevation 37

SCI-ARC APPLIED STUDIES 3040 DESIGN DEVELOPMENT SUMMER 2012 INSTRUCTOR: PAVEL GETOV

CLIENT:

GMK MANAGEMENT ADDRESS: 123 S FIGUEROA ST LOS ANGELES, CA 90012

BUILDING TOP 179'-2" CEILING TOP 173'-6"

S.L associates NILA LIEM MANORI SUMANASINGHE

SCI-ARC APPLIED STUDIES 3 DESIGN DEVELOPM SUMMER 2012

ADDRESS: 960 E 3RD ST LOS ANGELES, CA 90013

INSTRUCTOR: PAVE

30'-0"

Rendering showing exterior gallery looking towards Lower Soho

CLIENT:

GMK MANAGEMENT ADDRESS: 123 S FIGUEROA ST LOS ANGELES, CA 90012

S.L associate

S

NILA LIEM MANORI SUMANASI ADDRESS: 960 E 3RD ST LOS ANGELES, CA 90013

BUILDING TOP 179'-2" CEILING TOP 173'-6"

70'-10 1/2"

83'-10 1/2"

4TH FLOOR 51'-0"

3RD FLOOR 39'-0"

DRAWING REVISIONS: NO.

DESCRIPTION

2ND FLOOR 26'-9"

1ST FLOOR 14'-6"

GROUND FLOOR 3'-0" TITLE

SCI-ARC APPLIEDEAST STUDIES 304 ELEVAT DESIGN DEVELOPMEN SUMMER 2012

UNDERGROUND -15'-3"

DATE

INSTRUCTOR: PAVEL G 07/31/2012

DRAWN BY CLIENT:

N.L. , M.S.

ADDRESS: 123 S FIGUEROA ST LOS ANGELES, CA 90012

S.L associates BUILDING TOP 179'-2" CEILING TOP 173'-6"

NILA LIEM MANORI SUMANASING ADDRESS: 960 E 3RD ST LOS ANGELES, CA 90013

GFRC

9TH FLOOR 137'-0"

8TH FLOOR 119'-0"

GROUND FLOOR 3'-0"

15'-0"

DATE

179'-2"

DRAWING REVISIONS:

173'-6"

7TH FLOOR 103'-6"

DESCRIPTION

A

DATE

05/21/12

GLASS

NO.

SHEET

GMK MANAGEMENT

East Elevation

2ND FLOOR 26'-9"

1ST FLOOR 14'-6"

235 BOWERY NEW YORK, NY 10002

5TH FLOOR 74'-4"

235 BOWERY NEW YORK, NY 10002

3RD FLOOR 39'-0"

POUR IN CONCRETE

NEW MUSEUM OF CONTEMPORARY ARTS

4TH FLOOR 51'-0"

6TH FLOOR 87'-3"

1'-0"

5TH FLOOR 74'-4"

173'-6"

179'-2"

6TH FLOOR 87'-3"

8TH FLOOR 119'-0"

GLASS 7TH FLOOR 103'-6"

235 BOWERY NEW YORK, NY 10002

7TH FLOOR 103'-6"

NEW MUSEUM OF CONTEMPORARY ARTS

9TH FLOOR 137'-0"

1'-0"

NEW MUSEUM OF CONTEMPORARY ARTS

8TH FLOOR 119'-0"

6TH FLOOR 87'-3"

5TH FLOOR 74'-4"

4TH FLOOR 51'-0"

70'-10 1/2"

143'-6"

GFRC

30'-0"

9TH FLOOR 137'-0"

3RD FLOOR 39'-0"

2ND FLOOR 26'-9"

DRAWING REVISIONS: NO.

DESCRIPTION

1ST FLOOR 14'-6"

GROUND FLOOR 3'-0"

UNDERGROUND -15'-3"

UNDERGROUND -15'-3" TITLE

NORTH ELEVATIO

DATE

38

DATE

07/31/2012

North Elevation

TITLE

DRAWN BY

WEST ELEVATION

N.L. , M.S. DATE

05/21/12

SHEET NUM

A-

39

Paraphet Steel Truss GFRC

Water Proofing Insulation Dry wall Skin Structure

1 Detail Roof System A- 3.3

Glass Glass Structure GFRC Water Proofing Insulation Dry wall Skin Structure

2

Detail A- 3.3 Skin System Paraphet

Steel Truss GFRC Water Proofing

Insulation

Dry wall

Floor Plate Detail Drawing

Skin Structure 3 Roof System Detail Drawing A- 3.3

GFRC Sheeting Water Proofing Air Space Clip Structural Support Insulation

Dry wall

3D Section GFRC Wall Detail Drawing 4 A- 3.3

40

SKYLIGHT The slylights are created by the tubes extended to the ceiling of the big gallery, which provide a view to the sky and sunlight.

ENVELOPE The envelope is created by the three big “windows,” which are facing to the NYC city in different directions. The “stripes” are created around the every floor plates, providing sun light to the interior. The openings are on the top and the bottom of the floor plates, and not appear on the eye level so that the three frames will be more appreciated.

41

IN

BIG GALLERY

C

The entire floor, which is 116’ x 100’ x 35’, creates the overhang on the neighboring building and create an outdoor gallery. It connects to the to exterior galleries.

A 12 LO

G

S a MATERIALS GFRC - Facade 77,305 sq ft 4 ‘ x 6 ’ Panels: 2200 panels Custom sized Panels: 1800 panels

N M

A 9 L

Concrete - Core, Floor Slabs, Structural Support Floor Slabs: 18,000 cubic feet Core + Primary structural elements: 38,000 cubic feet Steel Beams 2‘ beams for the floor plates: 7920 ft

DR

N

TI

D

Exploded Axonometric drawing 42

DRA

Section Model

43

Detail close up of the model

Detail close up of the model

44

45

Rendering of the Top level gallery looking towards Upper Manhattan

46

La Opinion Headquarters Idea Architecture & Design, 09 / 2012 - 05 / 2014 Supervisor: Russell Thomsen & Eric Kahn

47

Sparked by a strong interest in the dynamic urbanism of Los Angeles, the La Opinion Headquarters examines the Broadway corridor as a site in the downtown core. This linear slot of Manhattan-like urbanism is comprised of a fairly consistent fabric of eight to ten story buildings built in the previous century. As downtown becomes ‘urban’ (again), it is undergoing massive shifts in economies, scales and uses, conflating to produce the metropolitan.

48

Aerial Map Š IDEA Office

La Opinion is the leading Spanish language newspaper for the Southern California region. In response to a need to bring administration and production into a single location, the new headquarters asserts itself as an urban presence.

The production facilities are positioned in a tall, single story space located below grade along the east side of the site at Main Street. A field of linear skylights illuminate the entire space, while large windows to the street above allow passersby to observe the printing activity below.

Small commercial venues are located at the street level along Broadway to the west, while the editorial offices for the paper occupy the gently curving ten-story bar building above. A large public event space, along with a daycare center for employees’ children float as discrete forms in the roof of the production hall and provide an interface between the offices above and the place of production below. In addition to promoting frequent chance interactions amongst a wide spectrum of occupants, this programming strategy serves to blur and conflate the mission of the newspaper as a collective, public voice with the people and public spaces that inhabit it.

49

5th Floor Plan © IDEA Office

Ground Floor Plan © IDEA Office

East Elevation © IDEA Office 50

51

Night view Rendering © IDEA Office

52

6th Ave Office Warehouse JWL Associates Inc., 06 / 2014 - 12 / 2014 Supervisor: Peter Wang

53

The project is an office warehouse located in the industrial area. The existing office structure is demolished to build a new 2-story office building. The new office floor plan is designed in with efficiency as priority. Since the first floor office is connected to the warehouse and the street, it is designed as service area with programs such as manager office, lunch area, reception, and showroom. While the 2nd floor is designed mainly as open office area with manager offices to monitor for office activity. The project is currently under construction.

54

Photograph of the existing office exterior © JWL Associates Inc.

Photograph of office during Construction © JWL Associates Inc.

Photograph of office Exterior © JWL Associates Inc. 55

Ground Floorplan © JWL Associates Inc.

South Elevation © JWL Associates Inc.

Second Floorplan © JWL Associates Inc.

West Elevation © JWL Associates Inc.

Longitudinal Sections © JWL Associates Inc. 56

Reflective Ceiling Ground Floorplan © JWL Associates Inc.

Reflective Ceiling Second Floorplan © JWL Associates Inc.

Tranverse Section © JWL Associates Inc.

57

Photograph of the Ground floor office interior © JWL Associates Inc.

58

N WAY

Carolyn Way Hakim Residence Vanos Architects, 12 / 2014 - 05 / 2015 Supervisor: Jay Vanos Team member: Bryan Harris & Brian Dassler

59

The project proposed for new 2-story and a basement luxurious French style house in west Hollywood area.

The basement consist of entertainment areas and maid bedroom. The first floor includes the living area, dining area and garage. The second floor contains bedrooms for the inhabitants.

There are two main stairways in the house to allow for access to all levels.

60

B

A 13' - 4 1/8"

D

C

8' - 5 7/8"

F

E

95' - 0"

7' - 11"

G

H

35' - 0 1/4"

J

VANOS ARCHITECTS INC

28' - 6 3/4"

4'-5 1/4" 1 A6.2

A--A3.1

B A3.2

1020 CAROLYN WAY HAKIM RESIDENCE

C A3.3

4C 1' - 6" 1' - 6"

6 BATHRM.

3

011

Ø

2'6"

5

3'-4 13/32"

6' - 7 3/8"

C

4B

C3

STAIR

014

A3

C3 C7

LAUNDRY

LIGHTWELL

20' - 4" 12' - 0 5/8"

C5

MECHANICAL

A3

439' - 2" C1

B

ZONE: MAX FLOOR AREA:

012

009 3 A3.6

1733 S. La Cienega Blvd. L.A. CA. 90035 (v) 310.280.0193 (f) 310.280.0194 www.vanosarchitects.com

6

CL 4

009

STORAGE

007

006

A5

A5

Address: 1020 Carolyn Way Beverly Hills, CA 90210 AIN: 4348004013 Zone: R-1.X Lot Area: 14,078 sf

THEATER 005

3 A3.6

A4

436' - 0"

OWNER:

435' - 0"

MAID'S RM. A4 A1

B

SD

A4

011

A5 A1 006

C3

C1

HALL

010

Alex and Emily Hakim 1541 Ocean Ave. Santa Monica, CA 90401 [o] 310.393.5800 ext 180 [c] 310.666.2763 [e] alexihakim@gmail.com Contact: Alex Hakim

C5

UP

010

008

A1

005

C7

SURVEY:

DN

SD CO

Surveying & Drafting Services, Inc. 901 Seward Street Los Angeles, CA 90038 [v] 323.857.1017 [f] 323.857.1079 [e] surveying@earthlink.net Contact: Ofer Shapira

A4 A1

007

C1

002 008

5

WINE RM.

GEOTECHNICAL: Sub-Surface Designs 12872 Foothill Blvd Sylmar, CA 91342 [v] 818.898.1595 ext 17 [f] 818.898.4003 [e] mark@subsurfacedesigns.com Contact: Mark Triebold

4

BUILT-IN SEATING

003

2

SD

CIVIL: Planex Civil Engineers 1330 Olympic Blvd Santa Monica, CA 90404 [v] 310.664.9311 [f] 310.450.4742 [e] mo@planex.us Contact: Mo Sahebi

2 A3.5

1 A6.1

4'-5 1/4"

57' - 0"

FABRIC WALL

2 A3.5 A--A3.1

5 SD CO

C4

004

B

A

UP UP

SD 002

4C

4

RECREATION RM.

LANDSCAPE:

001 A1

MJN Landscape Design Studio 31368 Via Colinas, Unit 111 Westlake Village, CA 91362 [v] 818.889.3622 [f] 818.889.3624 [e] michelle@mjndesignstudio.com Contact: Michelle Newman

4C

3

3 BAR

STRUCTURAL:

436' - 0" 2

Kurt Fischer Structural Engineering 28310 Roadside Drive, Ste. 214 Agoura Hills, CA 91301 [v] 818.974.1445 [c] 858.922.7963 [e] kfischer@kfseng.com Contact: Kurt Fischer

2 RECESS FOR FLAT SCREEN TV

4C

BUILT-IN CUE HOLDER

RECESS FOR FLAT SCREEN TV

MECHANICAL / T24: Airplus Engineering Consultants, LLC 11517 Burbank Blvd North Hollywood, CA 91601 [v] 818.980.7583 [f] xxx.xxx.xxxx [e] www.airplus.la Contact: George Hovagimiam

A1

A1 001

FLOOR PLAN NOTES

015

BATH RM.

1 A3.4

1 Guardrail @ 42" Abv. FF. 4" max. openings Typ.

013

A2

A3

C1

2 1 1/2" dia handrail @ 36" abv nosing.

Shall support 20 lbs/lin ft.

R-1.X 5301.5 Sq. Ft.

PROPERTY INFORMATION:

19' - 0"

6

6'-2 1/8"

1' - 6" 1' - 6"

A3 5

6

3

ELECTRICAL:

1 A3.4

004

3 Provide fan w/ 5 air changes per hour min. ventilation.

Fans shall be ENERGY STAR compliant and be ducted to terminate to the outside of the building. Fans, not functioning as a component of a whole house ventilation system, must be controlled by a humidity control.

4 Provide non-absorbent wall finish, cement plaster, tile or approved to 70" above drain at shower or shower/ tub.

Abrari and Associates 1713 Standard Ave. Glendale, CA 91201 [v] 818.956.1900 [f] 818.241.4866 [e] mail@abrari.com Contact: Henry Abrari

GYM 003

436' - 0"

A2

No.

Description

Date

Ø

2'6"

4

4'-0"

C1

5 Provide shatter resistant materials for shower enclosure.

6 Provide ultra flush water closest max 1.28 gal/ flush.

7 20 minute self closing/latching fire rated door.

8 Provide an approved spark arrester for the chimney of a fireplace, stove, or barbecue (2802.1)

1

1 A

B A3.2

BASEMENT

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

7/6/2015 6:48:31 PM

© Vanos Architects

EXTERIOR WALL TYPE 1: See Sheet A0.1.1 EXTERIOR WALL TYPE 2: See Sheet A0.1.1 EXTERIOR WALL TYPE 3: See Sheet A0.1.1 EXTERIOR DECK TYPE 1: 3/4" Stone Slab o/ Pedestal o/ UL Class "A" Epoxy mod cement deck coating (AVM Industries LLC Elasto Fiberdeck 100 walking deck ICC ES Report no. ESR-2125) o/ 2 1/2" L.W. Conc o/ 1 1/8" PW o/ F.J. GARAGE DOOR: Sectional Overhead Alum. Frame w/ 5/16" Lam ob. gl.

SKYLIGHT: Bristolite Skylights, ICC # RR 23556

C

D

2

4

3

LT. W ELL C A3.3

23' - 4 1/2"

F

E

17 WOOD LAGGING 12 LANDSCAPE WALL: # WINDOW TYPES SEE A8.0 2X4 Wood Lagging 6" Cast In Place Conc.

8 WINDOW TYPE 1: 13 FIREPLACE: 18 WATERPROOFING Alum. Clad/ Wd. Frame, See Sheet A8.0 Xypex concrete waterproofing Majestic DVBC 7 Series # DOOR TYPES SEE A8.1 membrane ICC# ESR-9907 Direct vent gas fp.

9A EXTERIOR DOOR TYPE 1: ANSI/CSR test certified 19 SUB-SURFACE DRAINAGE Dbl. door alum. clad/ wd. frame panels w/ sidelight 14 PRE-CAST MOULDING 4" PVC Drainage pipe 9B EXTERIOR DOOR TYPE 2: 15 FASCIA: Alum. clad/ wd. Frame sliding w/ 5/8" 24 GA Kynar Coated Galvanized insulated glass Sheet Metal, Painted 9C EXTERIOR DOOR TYPE 3: 16 GUARDRAIL TYPE 1: Alum. clad/ wd. Frame French door w/ 5/8" Painted Welded metal railing, insulated glass Max 4" Spacing Btw. Intermediates, 10 GUTTER: Guardrail @ 42" Abv. 24 GA Galvanized Sheet Metal, Painted Finish Floor Min. 11 GATE

1

11' - 5 1/2" 36' - 6"

1

EXTERIOR NOTES 1A ROOF TYPE 1: 4A Asphalt Shingle o/ Rosin-Kraft Paper o/ Water Proofing. o/ Plywood o/ Framing 4B 1B ROOF TYPE 2: 24 GA Kynar Coated Galvanized Sheet Metal o/ 4C Rosin-Kraft Paper o/ W.R. Grace "Bituthene" o/ 2 layers of Plywood o/ Framing 5 1B ROOF TYPE 3: Traffic Coating o/ 1 1/2 L.W. Conc, o/ Plywood, o/ Framing 2 FLAT WORK: 3/4" Stone Slab o/ Thin Set o/ 1 1/2" Mortar Bed o/ Conc Slab 6 3A SOFFIT TYPE 1: 7/8" Portland Cement Plaster o/ Framing 3B SOFFIT TYPE 2: 7 5/8" Type "X" Ext Rated Gyp. Sheating o/ Framing

LT. W ELL

4C

1-hr Fire Rated Wall (1 layer 'Type X' Gyp on each side o/ framing min) Emergency egress (min 24" clear height, 20" clear width, 5.7 sf min area (5.0 sf at grade level), & 44" max to sill)

A

4B

4B

G

H

STRUCTURAL NOTES( See Structural)

INTERIOR NOTES A INTERIOR FLOOR TYPES: A10 3/4" Stone Slab o/ 1/4" Thin Set o/ 1 1/2" A1 3/4" Hardwood o/ 2 Layers 3/4" PW L.W. Conc o/ Accoustic Mat o/ 1 1/8" o/ F.J. o/ W.P. o/ Conc Slab A2 5/8" Gym Floor o/ 2 Layers 3/4" PW B1 CEILING TYPE 1: o/ W.P. o/ Conc Slab 5/8" Type "X" gyp. bd. o/ framing A3 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc B2 CEILING TYPE 2 o/ Conc Slab 2x wd. beam o/ 5/8" Type "X" gyp. bd.

A4 Carpet o/ Carpet Pad o/ 2 Layers 3/4" PW o/ framing o/ Conc Slab A5 Epoxy Paint o/ Conc Slab # WALL TYPES SEE A0.1 A6 3/4" Hardwood o/ 2 Layers 3/4" PW C INTERIOR WALL FINISH: o/ W.P. o/ Conc o/ Metal Deck See Sheet A0.1 A7 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc D CABINETRY o/ Conc o/ Metal Deck # DOOR TYPES SEE A8.1 A8 Epoxy Paint o/ Conc o/ Metal Deck A9 3/4" Hardwood o/ Adhesive o/ 1 1/2" L.W. Conc o/ Accoustic Mat o/ 1 1/8" PW o/ F.J.

NO RT H

9 Stairways shall have an illumination level on tread runs of not less than 1 foot-candle. (1205.4)

E INTERIOR DOORS: 1 3/4" Solid Core Hardwood Veneer, Stained or Painted. 20 min rated where required F HANDRAIL Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min. STRUCTURAL NOTES( See Structural)

S5 STEEL COLUMN: S6 CMU WALL: S7 CONCRETE SLAB:

S1 FOUNDATION: Cast In Place Reinforced Conc. Foundation (See Structural) S2 CAST IN PLACE CONCRETE WALL: S3 STRUCTURAL WOOD FRAMING: S4 STRUCTURAL STEEL FRAMING:

CIVIL NOTES (SEE CIVIL DRAWINGS)

0.0 BASEMENT

J

MISCELLANEOUS NOTES SD Hard Wired Smoke Detector w/ Battery Backup and low battery signal. Alarms to be interconnected so that actuation of one alarm activates all w/ in the dwelling unit.

ELECTRICAL NOTES

Project number

CO Carbon Monixide alarm system

E1 ELECT. SERVICE / METER E2 ELECT. PANEL E3 LIGHTING / DEVICES

Date

T1 INSULATION: R-30 Fiberglass Batt @ roof R-19 Fiberglass Batt @ walls R-13 Fiberglass Batt @ floors

Drawn by

Checked by

AD AREA DRAIN - EXTERIOR CB CATCH BASIN TD TRENCH DRAIN DS DOWNSPOUT RD ROOF DRAIN

VANOS ARCHITECTS INC

6

5

1020 CAROLYN WAY HAKIM RESIDENCE

12'-0"

3 A3.6

2 A3.5

1733 S. La Cienega Blvd. L.A. CA. 90035 (v) 310.280.0193 (f) 310.280.0194 www.vanosarchitects.com

PROP.LINE

SETBACK

SETBACK

PROP.LINE

82'-10 5/8"

1 A3.4

ZONE: MAX FLOOR AREA:

13 7

1A

6' - 0 5/8"

T. O. ROOF 477' - 9 5/8" 1B

4A

4A

1A

10

15

15

8

M

CEILING LINE

1 A2.1.1

3' - 0"

M

GEOTECHNICAL:

LEVEL 2 461' - 0"

Planex Civil Engineers 1330 Olympic Blvd Santa Monica, CA 90404 [v] 310.664.9311 [f] 310.450.4742 [e] mo@planex.us Contact: Mo Sahebi

8 13' - 0"

14 12 V

101

V

LAUREL WAY

9' - 0"

9A V

LEVEL 1 448' - 0"

HATCH INDICATES CURVED WALL

11

Sub-Surface Designs 12872 Foothill Blvd Sylmar, CA 91342 [v] 818.898.1595 ext 17 [f] 818.898.4003 [e] mark@subsurfacedesigns.com Contact: Mark Triebold CIVIL:

16 14 4A

V

Alex and Emily Hakim 1541 Ocean Ave. Santa Monica, CA 90401 [o] 310.393.5800 ext 180 [c] 310.666.2763 [e] alexihakim@gmail.com Contact: Alex Hakim Surveying & Drafting Services, Inc. 901 Seward Street Los Angeles, CA 90038 [v] 323.857.1017 [f] 323.857.1079 [e] surveying@earthlink.net Contact: Ofer Shapira

10' - 9"

4A 14

CC

29' - 9 5/8"

CC

7' - 11 3/4"

CC

Address: 1020 Carolyn Way Beverly Hills, CA 90210 AIN: 4348004013 Zone: R-1.X Lot Area: 14,078 sf

SURVEY:

8

4A

PROPERTY INFORMATION:

OWNER:

ROOF MECH 471' - 9" 10

CC

R-1.X 5301.5 Sq. Ft.

2 A2.1.1

13 1B

14

As indicated

Scale

103'-10 5/8" 9'-0"

Author Checker

Basement Floorplan Drawn by Brian Dassler, Assisted by Nila M. Liem & Bryan A1.0B Harris

HATCH INDICATES CURVED WALL

LANDSCAPE: MJN Landscape Design Studio 31368 Via Colinas, Unit 111 Westlake Village, CA 91362 [v] 818.889.3622 [f] 818.889.3624 [e] michelle@mjndesignstudio.com Contact: Michelle Newman STRUCTURAL: Kurt Fischer Structural Engineering 28310 Roadside Drive, Ste. 214 Agoura Hills, CA 91301 [v] 818.974.1445 [c] 858.922.7963 [e] kfischer@kfseng.com Contact: Kurt Fischer MECHANICAL / T24:

HATCH INDICATES CURVED WALL

Airplus Engineering Consultants, LLC 11517 Burbank Blvd North Hollywood, CA 91601 [v] 818.980.7583 [f] xxx.xxx.xxxx [e] www.airplus.la Contact: George Hovagimiam ELECTRICAL:

LEVEL 0_TOF 435' - 0"

Abrari and Associates 1713 Standard Ave. Glendale, CA 91201 [v] 818.956.1900 [f] 818.241.4866 [e] mail@abrari.com Contact: Henry Abrari

No.

SOUTH ELEVATION

SCALE: 1/4" = 1'-0" EXTERIOR NOTES 4A 1A ROOF TYPE 1: Asphalt Shingle o/ Rosin-Kraft Paper o/ Water Proofing. o/ Plywood o/ Framing 4B 1B ROOF TYPE 2: 24 GA Kynar Coated Galvanized Sheet Metal o/ 4C Rosin-Kraft Paper o/ W.R. Grace "Bituthene" o/ 2 layers of Plywood o/ Framing 5 1B ROOF TYPE 3: Traffic Coating o/ 1 1/2 L.W. Conc, o/ Plywood, o/ Framing 2 FLAT WORK: 3/4" Stone Slab o/ Thin Set o/ 1 1/2" Mortar Bed o/ Conc Slab 6 3A SOFFIT TYPE 1: 7/8" Portland Cement Plaster o/ Framing 3B SOFFIT TYPE 2: 7 5/8" Type "X" Ext Rated Gyp. Sheating o/ Framing

7/6/2015 6:48:44 PM

© Vanos Architects

EXTERIOR WALL TYPE 1: See Sheet A0.1.1 EXTERIOR WALL TYPE 2: See Sheet A0.1.1 EXTERIOR WALL TYPE 3: See Sheet A0.1.1 EXTERIOR DECK TYPE 1: 3/4" Stone Slab o/ Pedestal o/ UL Class "A" Epoxy mod cement deck coating (AVM Industries LLC Elasto Fiberdeck 100 walking deck ICC ES Report no. ESR-2125) o/ 2 1/2" L.W. Conc o/ 1 1/8" PW o/ F.J. GARAGE DOOR: Sectional Overhead Alum. Frame w/ 5/16" Lam ob. gl.

SKYLIGHT: Bristolite Skylights, ICC # RR 23556

# WINDOW TYPES SEE A8.0 8 WINDOW TYPE 1: Alum. Clad/ Wd. Frame, See Sheet A8.0 # DOOR TYPES SEE A8.1 9A EXTERIOR DOOR TYPE 1: Dbl. door alum. clad/ wd. frame panels w/ sidelight 9B EXTERIOR DOOR TYPE 2: Alum. clad/ wd. Frame sliding w/ 5/8" insulated glass 9C EXTERIOR DOOR TYPE 3: Alum. clad/ wd. Frame French door w/ 5/8" insulated glass 10 GUTTER: 24 GA Galvanized Sheet Metal, Painted 11 GATE

12 LANDSCAPE WALL: 6" Cast In Place Conc.

17 WOOD LAGGING 2X4 Wood Lagging

13 FIREPLACE: Majestic DVBC 7 Series Direct vent gas fp.

ANSI/CSR test certified 14 PRE-CAST MOULDING

18 WATERPROOFING Xypex concrete waterproofing membrane ICC# ESR-9907 19 SUB-SURFACE DRAINAGE 4" PVC Drainage pipe

15 FASCIA: 24 GA Kynar Coated Galvanized Sheet Metal, Painted 16 GUARDRAIL TYPE 1: Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min.

STRUCTURAL NOTES( See Structural)

INTERIOR NOTES A INTERIOR FLOOR TYPES: A10 3/4" Stone Slab o/ 1/4" Thin Set o/ 1 1/2" A1 3/4" Hardwood o/ 2 Layers 3/4" PW L.W. Conc o/ Accoustic Mat o/ 1 1/8" o/ F.J. o/ W.P. o/ Conc Slab A2 5/8" Gym Floor o/ 2 Layers 3/4" PW B1 CEILING TYPE 1: o/ W.P. o/ Conc Slab 5/8" Type "X" gyp. bd. o/ framing A3 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc B2 CEILING TYPE 2 o/ Conc Slab 2x wd. beam o/ 5/8" Type "X" gyp. bd.

A4 Carpet o/ Carpet Pad o/ 2 Layers 3/4" PW o/ framing o/ Conc Slab A5 Epoxy Paint o/ Conc Slab # WALL TYPES SEE A0.1 A6 3/4" Hardwood o/ 2 Layers 3/4" PW C INTERIOR WALL FINISH: o/ W.P. o/ Conc o/ Metal Deck See Sheet A0.1 A7 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc D CABINETRY o/ Conc o/ Metal Deck # DOOR TYPES SEE A8.1 A8 Epoxy Paint o/ Conc o/ Metal Deck A9 3/4" Hardwood o/ Adhesive o/ 1 1/2" L.W. Conc o/ Accoustic Mat o/ 1 1/8" PW o/ F.J.

61

E INTERIOR DOORS: 1 3/4" Solid Core Hardwood Veneer, Stained or Painted. 20 min rated where required F HANDRAIL Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min. STRUCTURAL NOTES( See Structural) S1 FOUNDATION: Cast In Place Reinforced Conc. Foundation (See Structural) S2 CAST IN PLACE CONCRETE WALL: S3 STRUCTURAL WOOD FRAMING: S4 STRUCTURAL STEEL FRAMING:

S5 STEEL COLUMN: S6 CMU WALL: S7 CONCRETE SLAB:

ELECTRICAL NOTES

1

Description

SOUTH ELEVATION

MISCELLANEOUS NOTES SD Hard Wired Smoke Detector w/ Battery Backup and low battery signal. Alarms to be interconnected so that actuation of one alarm activates all w/ in the dwelling unit.

CO Carbon Monixide alarm system

Project number

South Elevation Drawn by Brian Dassler, Assisted by Nila M. Liem E1 ELECT. SERVICE / METER E2 ELECT. PANEL E3 LIGHTING / DEVICES

CIVIL NOTES (SEE CIVIL DRAWINGS)

AD AREA DRAIN - EXTERIOR CB CATCH BASIN TD TRENCH DRAIN DS DOWNSPOUT RD ROOF DRAIN

Date

T1 INSULATION: R-30 Fiberglass Batt @ roof R-19 Fiberglass Batt @ walls R-13 Fiberglass Batt @ floors

Date

Drawn by

Checked by

A2.1

Scale

Author Checker

1/4" = 1'-0"

B

A

D

C 7' - 11"

A A3.1

F

E - 4" 72'

8' - 6 1/2"

12' - 11 1/2"

G

9' - 0 1/2"

H

13' - 2"

8' - 10"

3 A6.2

J

VANOS ARCHITECTS INC

11' - 10 1/2"

5'-0"

B A3.2

1'-6 3/8"1'-9 1/2"

C A3.3

1020 CAROLYN WAY HAKIM RESIDENCE

4A

1/2" MAX

5

Q

5

Q

1/2" MAX

1/2" MAX

5

Q

6

4

C1

C5

210

5

A9

4

A10

222

A9

BEDROOM 1 6

207

C1

WALK-IN

A9

C5

C1

A9

ATTIC ACCESS ABV.

221

209 A9

Address: 1020 Carolyn Way Beverly Hills, CA 90210 AIN: 4348004013 Zone: R-1.X Lot Area: 14,078 sf

3 A3.6

CC

OWNER: Alex and Emily Hakim 1541 Ocean Ave. Santa Monica, CA 90401 [o] 310.393.5800 ext 180 [c] 310.666.2763 [e] alexihakim@gmail.com Contact: Alex Hakim

216

461' - 0"

CO SD

WALK-IN

A9

212

DN

4A

217

212

A9

C1

SD

C1

C3

SD

220

SURVEY:

4' - 0"

213

215

R

SD

224

211

1/2" MAX

137

5 GG

HH

C1

5

CLOSET

HH

4

4 4A

HH

57' - 0"

TERRACE 202 5

A A3.1

2 A3.5

HH

M

HALL 201 A9

HH

2 A3.5

OPEN TO BELOW

DN

461' - 0"

DN

4A

209

204

A9

A9

5

1 A3.4

1 Guardrail @ 42" Abv. FF. 4" max. openings Typ.

A9

4A

206

208 A9

BALC.

4' - 6"

203

3 Provide fan w/ 5 air changes per hour min. ventilation.

Fans shall be ENERGY STAR compliant and be ducted to terminate to the outside of the building. Fans, not functioning as a component of a whole house ventilation system, must be controlled by a humidity control.

4 Provide non-absorbent wall finish, cement plaster, tile or approved to 70" above drain at shower or shower/ tub.

A10

A10

WALK-IN CL

C1

1/2" MAX

461' - 0"

VANTY

C1 205

SKYLIGHT ABV.

A9 2'6"

C

J

# WINDOW TYPES SEE A8.0 8 WINDOW TYPE 1: Alum. Clad/ Wd. Frame, See Sheet A8.0 # DOOR TYPES SEE A8.1 9A EXTERIOR DOOR TYPE 1: Dbl. door alum. clad/ wd. frame panels w/ sidelight 9B EXTERIOR DOOR TYPE 2: Alum. clad/ wd. Frame sliding w/ 5/8" insulated glass 9C EXTERIOR DOOR TYPE 3: Alum. clad/ wd. Frame French door w/ 5/8" insulated glass 10 GUTTER: 24 GA Galvanized Sheet Metal, Painted 11 GATE

H

Date

4A 10' - 0"

D

8' - 7 1/2"

17 WOOD LAGGING 2X4 Wood Lagging

13 FIREPLACE: Majestic DVBC 7 Series Direct vent gas fp.

ANSI/CSR test certified 14 PRE-CAST MOULDING

18 WATERPROOFING Xypex concrete waterproofing membrane ICC# ESR-9907 19 SUB-SURFACE DRAINAGE 4" PVC Drainage pipe

15 FASCIA: 24 GA Kynar Coated Galvanized Sheet Metal, Painted 16 GUARDRAIL TYPE 1: Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min.

G

F

F

E

12 LANDSCAPE WALL: 6" Cast In Place Conc.

C A3.3

3' - 10"

14' - 6"

G

H

INTERIOR NOTES

STRUCTURAL NOTES( See Structural)

A INTERIOR FLOOR TYPES: A10 3/4" Stone Slab o/ 1/4" Thin Set o/ 1 1/2" A1 3/4" Hardwood o/ 2 Layers 3/4" PW L.W. Conc o/ Accoustic Mat o/ 1 1/8" o/ F.J. o/ W.P. o/ Conc Slab A2 5/8" Gym Floor o/ 2 Layers 3/4" PW B1 CEILING TYPE 1: o/ W.P. o/ Conc Slab 5/8" Type "X" gyp. bd. o/ framing A3 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc B2 CEILING TYPE 2 o/ Conc Slab 2x wd. beam o/ 5/8" Type "X" gyp. bd.

A4 Carpet o/ Carpet Pad o/ 2 Layers 3/4" PW o/ framing o/ Conc Slab A5 Epoxy Paint o/ Conc Slab # WALL TYPES SEE A0.1 A6 3/4" Hardwood o/ 2 Layers 3/4" PW C INTERIOR WALL FINISH: o/ W.P. o/ Conc o/ Metal Deck See Sheet A0.1 A7 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc D CABINETRY o/ Conc o/ Metal Deck # DOOR TYPES SEE A8.1 A8 Epoxy Paint o/ Conc o/ Metal Deck A9 3/4" Hardwood o/ Adhesive o/ 1 1/2" L.W. Conc o/ Accoustic Mat o/ 1 1/8" PW o/ F.J.

E INTERIOR DOORS: 1 3/4" Solid Core Hardwood Veneer, Stained or Painted. 20 min rated where required F HANDRAIL Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min. STRUCTURAL NOTES( See Structural)

S5 STEEL COLUMN: S6 CMU WALL: S7 CONCRETE SLAB:

S1 FOUNDATION: Cast In Place Reinforced Conc. Foundation (See Structural) S2 CAST IN PLACE CONCRETE WALL: S3 STRUCTURAL WOOD FRAMING: S4 STRUCTURAL STEEL FRAMING:

CIVIL NOTES (SEE CIVIL DRAWINGS)

D

E

C A3.3

NO RT H

GG

57' - 11"

1

EXTERIOR NOTES EXTERIOR WALL TYPE 1: See Sheet A0.1.1 EXTERIOR WALL TYPE 2: See Sheet A0.1.1 EXTERIOR WALL TYPE 3: See Sheet A0.1.1 EXTERIOR DECK TYPE 1: 3/4" Stone Slab o/ Pedestal o/ UL Class "A" Epoxy mod cement deck coating (AVM Industries LLC Elasto Fiberdeck 100 walking deck ICC ES Report no. ESR-2125) o/ 2 1/2" L.W. Conc o/ 1 1/8" PW o/ F.J. GARAGE DOOR: Sectional Overhead Alum. Frame w/ 5/16" Lam ob. gl.

SKYLIGHT: Bristolite Skylights, ICC # RR 23556

GG

Q B A3.2 19' - 11 1/2"

LEVEL 2

Description

4 1

Q

1-hr Fire Rated Wall (1 layer 'Type X' Gyp on each side o/ framing min)

4A 1A ROOF TYPE 1: Asphalt Shingle o/ Rosin-Kraft Paper o/ Water Proofing. o/ Plywood o/ Framing 4B 1B ROOF TYPE 2: 24 GA Kynar Coated Galvanized Sheet Metal o/ 4C Rosin-Kraft Paper o/ W.R. Grace "Bituthene" o/ 2 layers of Plywood o/ Framing 5 1B ROOF TYPE 3: Traffic Coating o/ 1 1/2 L.W. Conc, o/ Plywood, o/ Framing 2 FLAT WORK: 3/4" Stone Slab o/ Thin Set o/ 1 1/2" Mortar Bed o/ Conc Slab 6 3A SOFFIT TYPE 1: 7/8" Portland Cement Plaster o/ Framing 3B SOFFIT TYPE 2: 7 5/8" Type "X" Ext Rated Gyp. Sheating o/ Framing

No.

5

1

9 Stairways shall have an illumination level on tread runs of not less than 1 foot-candle. (1205.4)

© Vanos Architects

SHWR.

Ø

7 20 minute self closing/latching fire rated door.

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

Abrari and Associates 1713 Standard Ave. Glendale, CA 91201 [v] 818.956.1900 [f] 818.241.4866 [e] mail@abrari.com Contact: Henry Abrari

CC

205

5 Provide shatter resistant materials for shower enclosure.

Emergency egress (min 24" clear height, 20" clear width, 5.7 sf min area (5.0 sf at grade level), & 44" max to sill)

ELECTRICAL:

1 A3.4

CC

206

461' - 0"

6 Provide ultra flush water closest max 1.28 gal/ flush.

8 Provide an approved spark arrester for the chimney of a fireplace, stove, or barbecue (2802.1)

Airplus Engineering Consultants, LLC 11517 Burbank Blvd North Hollywood, CA 91601 [v] 818.980.7583 [f] xxx.xxx.xxxx [e] www.airplus.la Contact: George Hovagimiam

MASTER BATH

MASTER BED RM.

Kurt Fischer Structural Engineering 28310 Roadside Drive, Ste. 214 Agoura Hills, CA 91301 [v] 818.974.1445 [c] 858.922.7963 [e] kfischer@kfseng.com Contact: Kurt Fischer MECHANICAL / T24:

210 207

1/2" MAX

2 1 1/2" dia handrail @ 36" abv nosing.

Shall support 20 lbs/lin ft.

2

C1

SD

MJN Landscape Design Studio 31368 Via Colinas, Unit 111 Westlake Village, CA 91362 [v] 818.889.3622 [f] 818.889.3624 [e] michelle@mjndesignstudio.com Contact: Michelle Newman STRUCTURAL:

8' - 10"

WALK-IN

201

204

FLOOR PLAN NOTES

6

3

C1 202 1/2" MAX

6' - 8"

36' - 8"

F.P.

5'-1 13/32"

C1

5 F.P. 203 1/2" MAX

1'-9" 1'-8 3/8"

3

4A

2

Sub-Surface Designs 12872 Foothill Blvd Sylmar, CA 91342 [v] 818.898.1595 ext 17 [f] 818.898.4003 [e] mark@subsurfacedesigns.com Contact: Mark Triebold

LANDSCAPE:

SKYLIGHT ABV. C3

HH 4A 3

GEOTECHNICAL:

Planex Civil Engineers 1330 Olympic Blvd Santa Monica, CA 90404 [v] 310.664.9311 [f] 310.450.4742 [e] mo@planex.us Contact: Mo Sahebi

M

SD

Surveying & Drafting Services, Inc. 901 Seward Street Los Angeles, CA 90038 [v] 323.857.1017 [f] 323.857.1079 [e] surveying@earthlink.net Contact: Ofer Shapira

CIVIL:

16' - 0"

3 A6.1

57' - 0"

B

A

R-1.X 5301.5 Sq. Ft.

PROPERTY INFORMATION:

CC

C1 WALK-IN

ZONE: MAX FLOOR AREA:

7' - 0 1/2"

3

BEDROOM 2 6

223 4'-4 17/32"

208

6' - 11 1/2"

2'6"

A9

BATH RM.

A9

2'6"

3 5

213

C1

218

1'-9" 1'-8 7/8"

R

MECH. AREA 458' - 6"

A10

Ø

211

Ø

4

20' - 4"

6

219

BATH RM.

A9

BEDROOM 3

5

3 A3.6

214

2'6"

3

215

A10

Ø

214

4'-4 17/32"

BATH RM.

C3

STAIR

7/6/2015 6:48:39 PM

1733 S. La Cienega Blvd. L.A. CA. 90035 (v) 310.280.0193 (f) 310.280.0194 www.vanosarchitects.com

6

C

2.0 SECOND FLOOR

J

MISCELLANEOUS NOTES SD Hard Wired Smoke Detector w/ Battery Backup and low battery signal. Alarms to be interconnected so that actuation of one alarm activates all w/ in the dwelling unit.

ELECTRICAL NOTES

CO Carbon Monixide alarm system

E1 ELECT. SERVICE / METER E2 ELECT. PANEL E3 LIGHTING / DEVICES

Project number Date

T1 INSULATION: R-30 Fiberglass Batt @ roof R-19 Fiberglass Batt @ walls R-13 Fiberglass Batt @ floors

Drawn by

Second Floorplan A1.2 Drawn by Brian Dassler, Assisted by Nila M. Liem & Bryan Harris Checked by

AD AREA DRAIN - EXTERIOR CB CATCH BASIN TD TRENCH DRAIN DS DOWNSPOUT RD ROOF DRAIN

Scale

As indicated

VANOS ARCHITECTS INC

A

B

B A3.2

Author Checker

1020 CAROLYN WAY HAKIM RESIDENCE

A A3.1

1733 S. La Cienega Blvd. L.A. CA. 90035 (v) 310.280.0193 (f) 310.280.0194 www.vanosarchitects.com 2 A2.2.1

ZONE: MAX FLOOR AREA:

13

13

R-1.X 5301.5 Sq. Ft.

7 T. O. ROOF 477' - 9 5/8"

476' - 10 3/4"

1B

6' - 0 5/8"

1B 475' - 2 1/4"

4A 8 R

1A

R

4A 8

R

R

ROOF MECH 471' - 9"

1 A2.2.1 10

223

215 3' - 6"

219

Surveying & Drafting Services, Inc. 901 Seward Street Los Angeles, CA 90038 [v] 323.857.1017 [f] 323.857.1079 [e] surveying@earthlink.net Contact: Ofer Shapira

10' - 9"

465' - 6 5/8"

8' - 0"

14

14

Q

GEOTECHNICAL:

29' - 9 5/8"

Q

Q

8' - 0"

9B 4A

Alex and Emily Hakim 1541 Ocean Ave. Santa Monica, CA 90401 [o] 310.393.5800 ext 180 [c] 310.666.2763 [e] alexihakim@gmail.com Contact: Alex Hakim SURVEY:

15 4A

15

Address: 1020 Carolyn Way Beverly Hills, CA 90210 AIN: 4348004013 Zone: R-1.X Lot Area: 14,078 sf OWNER:

1A

10

PROPERTY INFORMATION:

1A

4A

10

Sub-Surface Designs 12872 Foothill Blvd Sylmar, CA 91342 [v] 818.898.1595 ext 17 [f] 818.898.4003 [e] mark@subsurfacedesigns.com Contact: Mark Triebold

8

15

CIVIL:

9A

4A

Planex Civil Engineers 1330 Olympic Blvd Santa Monica, CA 90404 [v] 310.664.9311 [f] 310.450.4742 [e] mo@planex.us Contact: Mo Sahebi

3' - 0"

TYP.

14

6

LEVEL 2 461' - 0"

134

DD

LANDSCAPE:

9' - 0"

133

G

3' - 6"

DD

H

MJN Landscape Design Studio 31368 Via Colinas, Unit 111 Westlake Village, CA 91362 [v] 818.889.3622 [f] 818.889.3624 [e] michelle@mjndesignstudio.com Contact: Michelle Newman

TYP.

CAROLYN WAY

H 9' - 0"

H

13' - 0"

14

LEVEL 1 448' - 0"

BASEMENT BELOW

STRUCTURAL: Kurt Fischer Structural Engineering 28310 Roadside Drive, Ste. 214 Agoura Hills, CA 91301 [v] 818.974.1445 [c] 858.922.7963 [e] kfischer@kfseng.com Contact: Kurt Fischer MECHANICAL / T24: Airplus Engineering Consultants, LLC 11517 Burbank Blvd North Hollywood, CA 91601 [v] 818.980.7583 [f] xxx.xxx.xxxx [e] www.airplus.la Contact: George Hovagimiam ELECTRICAL:

LEVEL 0_TOF 435' - 0"

Abrari and Associates 1713 Standard Ave. Glendale, CA 91201 [v] 818.956.1900 [f] 818.241.4866 [e] mail@abrari.com Contact: Henry Abrari

No.

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

EXTERIOR NOTES 1A ROOF TYPE 1: 4A Asphalt Shingle o/ Rosin-Kraft Paper o/ Water Proofing. o/ Plywood o/ Framing 4B 1B ROOF TYPE 2: 24 GA Kynar Coated Galvanized Sheet Metal o/ 4C Rosin-Kraft Paper o/ W.R. Grace "Bituthene" o/ 2 layers of Plywood o/ Framing 5 1B ROOF TYPE 3: Traffic Coating o/ 1 1/2 L.W. Conc, o/ Plywood, o/ Framing 2 FLAT WORK: 3/4" Stone Slab o/ Thin Set o/ 1 1/2" Mortar Bed o/ Conc Slab 6 3A SOFFIT TYPE 1: 7/8" Portland Cement Plaster o/ Framing 3B SOFFIT TYPE 2: 7 5/8" Type "X" Ext Rated Gyp. Sheating o/ Framing

7/6/2015 6:48:48 PM

© Vanos Architects

EXTERIOR WALL TYPE 1: See Sheet A0.1.1 EXTERIOR WALL TYPE 2: See Sheet A0.1.1 EXTERIOR WALL TYPE 3: See Sheet A0.1.1 EXTERIOR DECK TYPE 1: 3/4" Stone Slab o/ Pedestal o/ UL Class "A" Epoxy mod cement deck coating (AVM Industries LLC Elasto Fiberdeck 100 walking deck ICC ES Report no. ESR-2125) o/ 2 1/2" L.W. Conc o/ 1 1/8" PW o/ F.J. GARAGE DOOR: Sectional Overhead Alum. Frame w/ 5/16" Lam ob. gl.

SKYLIGHT: Bristolite Skylights, ICC # RR 23556

# WINDOW TYPES SEE A8.0 8 WINDOW TYPE 1: Alum. Clad/ Wd. Frame, See Sheet A8.0 # DOOR TYPES SEE A8.1 9A EXTERIOR DOOR TYPE 1: Dbl. door alum. clad/ wd. frame panels w/ sidelight 9B EXTERIOR DOOR TYPE 2: Alum. clad/ wd. Frame sliding w/ 5/8" insulated glass 9C EXTERIOR DOOR TYPE 3: Alum. clad/ wd. Frame French door w/ 5/8" insulated glass 10 GUTTER: 24 GA Galvanized Sheet Metal, Painted 11 GATE

12 LANDSCAPE WALL: 6" Cast In Place Conc.

17 WOOD LAGGING 2X4 Wood Lagging

13 FIREPLACE: Majestic DVBC 7 Series Direct vent gas fp.

ANSI/CSR test certified 14 PRE-CAST MOULDING

18 WATERPROOFING Xypex concrete waterproofing membrane ICC# ESR-9907 19 SUB-SURFACE DRAINAGE 4" PVC Drainage pipe

15 FASCIA: 24 GA Kynar Coated Galvanized Sheet Metal, Painted 16 GUARDRAIL TYPE 1: Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min.

62

STRUCTURAL NOTES( See Structural)

INTERIOR NOTES A INTERIOR FLOOR TYPES: A10 3/4" Stone Slab o/ 1/4" Thin Set o/ 1 1/2" A1 3/4" Hardwood o/ 2 Layers 3/4" PW L.W. Conc o/ Accoustic Mat o/ 1 1/8" o/ F.J. o/ W.P. o/ Conc Slab A2 5/8" Gym Floor o/ 2 Layers 3/4" PW B1 CEILING TYPE 1: o/ W.P. o/ Conc Slab 5/8" Type "X" gyp. bd. o/ framing A3 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc B2 CEILING TYPE 2 o/ Conc Slab 2x wd. beam o/ 5/8" Type "X" gyp. bd.

A4 Carpet o/ Carpet Pad o/ 2 Layers 3/4" PW o/ framing o/ Conc Slab A5 Epoxy Paint o/ Conc Slab # WALL TYPES SEE A0.1 A6 3/4" Hardwood o/ 2 Layers 3/4" PW C INTERIOR WALL FINISH: o/ W.P. o/ Conc o/ Metal Deck See Sheet A0.1 A7 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc D CABINETRY o/ Conc o/ Metal Deck # DOOR TYPES SEE A8.1 A8 Epoxy Paint o/ Conc o/ Metal Deck A9 3/4" Hardwood o/ Adhesive o/ 1 1/2" L.W. Conc o/ Accoustic Mat o/ 1 1/8" PW o/ F.J.

E INTERIOR DOORS: 1 3/4" Solid Core Hardwood Veneer, Stained or Painted. 20 min rated where required F HANDRAIL Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min. STRUCTURAL NOTES( See Structural)

S5 STEEL COLUMN: S6 CMU WALL: S7 CONCRETE SLAB:

S1 FOUNDATION: Cast In Place Reinforced Conc. Foundation (See Structural) S2 CAST IN PLACE CONCRETE WALL: S3 STRUCTURAL WOOD FRAMING: S4 STRUCTURAL STEEL FRAMING:

CIVIL NOTES (SEE CIVIL DRAWINGS)

ELECTRICAL NOTES E1 ELECT. SERVICE / METER E2 ELECT. PANEL E3 LIGHTING / DEVICES

AD AREA DRAIN - EXTERIOR CB CATCH BASIN TD TRENCH DRAIN DS DOWNSPOUT RD ROOF DRAIN

Description

Date

EAST ELEVATION

1 MISCELLANEOUS NOTES SD Hard Wired Smoke Detector w/ Battery Backup and low battery signal. Alarms to be interconnected so that actuation of one alarm activates all w/ in the dwelling unit.

East Elevation Drawn by Nila M. Liem

CO Carbon Monixide alarm system T1 INSULATION: R-30 Fiberglass Batt @ roof R-19 Fiberglass Batt @ walls R-13 Fiberglass Batt @ floors

Project number Date

Drawn by

Checked by

A2.2 Scale

Author Checker

1/4" = 1'-0"

18

19

12' - 0"

3' - 3"

3' - 3"

8' - 0"

2 A6

14

107 10' - 9"

9B 10' - 9"

Sim 1' - 6"

1' - 3" 1' - 3 1/8"

7 A4.2.1

A5

Sim

BASEMENT 436' - 0"

17

5' - 1 3/8" 3' - 5" 5' - 0 5/8" 3' - 5 1/4"

1' - 8 3/8" 1' - 7 3/8" 7' - 9" 6' - 0 5/8"

1 A4.2.1

T. O. ROOF 477' - 9 5/8" 1B 1' - 8 3/8"

A3.2

1/4" = 1'-0" Scale AD AREA DRAIN - EXTERIOR CB CATCH BASIN TD TRENCH DRAIN DS DOWNSPOUT RD ROOF DRAIN

Drawn by

8

LEVEL 2 461' - 0"

14

2

2

LEVEL 0_TOF 435' - 0"

Date Description No.

Author Checker Checked by

Date T1 INSULATION: R-30 Fiberglass Batt @ roof R-19 Fiberglass Batt @ walls R-13 Fiberglass Batt @ floors

ROOF MECH 471' - 9" 1' - 3 1/8"

LEVEL 0_TOF 435' - 0"

10' - 9" 9' - 6" 14

9' - 6"

6' - 0 5/8"

6' - 0 5/8"

ELECTRICAL:

S1

1' - 1 5/8" 1' - 4 3/8" 1' - 6"

16

13' - 0" 13' - 0" 1' - 0" 1' - 6"

5 A9

10' - 9"

8 4A

10' - 6" 4A

A6 10' - 6" 1' - 0"

23' - 9"

8'-9"

12' - 0"

13' - 0" 10' - 6"

10' - 10 3/4" 11'-6 1/2"

10'-6 1/2"

22' - 0"

29' - 9 5/8" 10' - 9" 9'-6" 8' - 0" 9'-6"

33.00 °

ROOF MECH 471' - 9"

EXTERIOR NOTES

1A ROOF TYPE 1: Asphalt Shingle o/ Rosin-Kraft Paper o/ Water Proofing. o/ Plywood o/ Framing 1B ROOF TYPE 2: 24 GA Kynar Coated Galvanized Sheet Metal o/ Rosin-Kraft Paper o/ W.R. Grace "Bituthene" o/2 layers of Plywood o/ Framing 1C ROOF TYPE 3: Traffic Coating o/ 1 1/2 L.W. Conc, o/ Plywood, o/ Framing 2 FLATWORK 3/4" Stone Slab o/ Thin Set o/ 1 1/2" Mortar Bed o/ Conc Slab 3A SOFFIT TYPE 1: 7/8" Portland Cement Plaster o/ Framing 3B SOFFIT TYPE 2: 5/8" Type "X" Ext Rated Gyp. Sheating o/ Framing 4A EXTERIOR WALL TYPE 1: See Sheet A0.1.1 4B EXTERIOR WALL TYPE 2: See Sheet A0.1.1 4C EXTERIOR WALL TYPE 3: See Sheet A0.1.1 5 EXTERIOR DECK TYPE 1: 3/4" Stone Slab o/ Pedestal o/ UL Class "A" Epoxy mod cement deck coating (AVMIndustries LLC Elasto Fiberdeck 100 walking deck ICC ES Report no. ESR2125) o/ 2 1/2" L.W. Conc o/ 1 1/8" PW o/ F.J. 6 GARAGE DOOR: Sectional Overhead Alum. Frame w/ 5/16" Lam ob. gl.

7 SKYLIGHT: Bristolite Skylights, ICC # RR 23556 # WINDOW TYPES SEE A8.0

8 WINDOW TYPE 1: Alum. Clad/ Wd. Frame, See Sheet A8.0 # DOOR TYPES SEE A8.1 9A EXTERIOR DOOR TYPE 1: Dbl. door alum. clad/ wd. frame panels w/ sidelight 9B EXTERIOR DOOR TYPE 2: Alum. clad/ wd. Frame Sliding w/ 5/8" insulated glass 9C EXTERIOR DOOR TYPE 3: Alum. clad/ wd. Frame French door w/ 5/8" insulated glass 10 GUTTER: 24 GA Galvanized Sheet Metal, Painted 11 GATE 12 LANDSCAPE WALL: 6" Cast In Place Conc.

13 FIREPLACE Majestic DVBC 7 Series Direct vent gas fp. ANSI/CSR test certified 14 PRECAST MOULDING: 15 FASCIA 24 GA Kynar Coated Galvanized Sheet Metal, Painted 16 GUARDRAIL TYPE 1: Painted Welded metal railing, Max 4" Spacing Btw. Intermediates,Guardrail @ 42" Abv. Finish Floor Min. 17 WOOD LAGGING 2X4 Wood Lagging 18 WATERPROOFING Xypex concrete waterproofing membrane ICC# ESR-9907 19 SUB-SURFACE DRAINAGE 4" PVC Drainage pipe INTERIOR NOTES

A INTERIOR FLOOR TYPE: A1 3/4" Hardwood o/ 2 Layers 3/4" PW o/ W.P. o/ Conc Slab A2 5/8" Gym Floor o/ 2 Layers 3/4" PW o/ W.P. o/ Conc Slab A3 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc o/ Conc Slab A4 Carpet o/ Carpet Pad o/ 2 Layers 3/4" PW o/ Conc Slab A5 Epoxy Paint o/ Conc Slab A6 3/4" Hardwood o/ 2 Layers 3/4" PW o/ W.P. o/ Conc o/ Metal Deck A7 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc o/ Conc o/ Metal Deck A8 Epoxy Paint o/ Conc o/ Metal Deck A9 3/4" Hardwood o/ Adhesive o/ 1 1/2" L.W. Conc EXTERIOR NOTES o/ Accoustic Mat o/ 1 1/8" PW o/ F.J. 1A TYPE 1: 1: B1 ROOF CEILING TYPE Asphalt Shingle o/ bd.

Rosin-Kraft Paper o/ Water 5/8" Type "X" gyp. o/ framing Plywood B2 Proofing.

CEILING o/ TYPE 2: o/ Framing 1B ROOF TYPE o/ 2: 5/8" Type "X" gyp. bd. o/ framing 2x wd. beam GA Kynar Galvanized Sheet Metal o/ # 24 WALL TYPESCoated SEE A0.1 Rosin-Kraft Paper o/ W.R. Grace "Bituthene" o/2 C INTERIOR WALL FINISH 1: layers of Plywood o/ Framing See Sheet A0.1 1C ROOF TYPE 3: D Traffic CABINETRY: Coating o/ 1 1/2 L.W. Conc, o/ Plywood, o/ # Framing DOOR TYPES SEE A8.1 2 FLATWORK E 3/4" INTERIOR DOORS: Stone Slab o/ Thin Set o/ 1 1/2" Mortar Bed 1 3/4" Solid o/ Conc SlabCore Hardwood Veneer, Stained or Painted. TYPE 20 min1:rated where required 3A SOFFIT F 7/8" HANDRAIL: Portland Cement Plaster o/ Framing Painted Welded 3B SOFFIT TYPE 2:metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min. 5/8" Type "X" Ext Rated Gyp. Sheating o/ Framing STRUCTURAL (SEE 1: STRUCTURAL) 4A EXTERIOR NOTES WALL TYPE Sheet A0.1.1 S1 See FOUNDATION: 4B EXTERIOR WALL TYPE Conc.

2: Cast In Place Reinforced Foundation See A0.1.1 (SeeSheet Structural) 4C WALLCONCRETE TYPE 3: WALL: S2 EXTERIOR CAST IN PLACE See Sheet A0.1.1 S3 STRUCTURAL WOOD FRAMING: 5 EXTERIOR DECK TYPE 1: S4 3/4" STRUCTURAL FRAMING: Stone Slab STEEL o/ Pedestal o/ UL Class "A" Epoxy cement deck coating (AVMIndustries LLC Elasto S5 mod STEEL COLUMN: Fiberdeck 100 walking deck ICC ES Report no. ESRS6 2125) CMU WALL: o/ 2 1/2" L.W. Conc o/ 1 1/8" PW o/ F.J. 6 GARAGE DOOR: S7 CONCRETE SLAB: Sectional Overhead Alum. Frame w/ 5/16" Lam ob. gl.

ELECTRICAL NOTES 7 SKYLIGHT: E1 Bristolite ELECT. SERVICE METER Skylights, /ICC # RR 23556 E2 ELECT. PANEL # WINDOW TYPES SEE A8.0

S6 CMU WALL:

S5 STEEL COLUMN:

S4 STRUCTURAL STEEL FRAMING:

S3 STRUCTURAL WOOD FRAMING:

S1 FOUNDATION: Cast In Place Reinforced Conc. Foundation (See Structural) S2 CAST IN PLACE CONCRETE WALL:

D CABINETRY: # DOOR TYPES SEE A8.1 E INTERIOR DOORS: 1 3/4" Solid Core Hardwood Veneer, Stained or Painted. 20 min rated where required F HANDRAIL: Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min. STRUCTURAL NOTES (SEE STRUCTURAL)

A INTERIOR FLOOR TYPE: A1 3/4" Hardwood o/ 2 Layers 3/4" PW o/ W.P. o/ Conc Slab A2 5/8" Gym Floor o/ 2 Layers 3/4" PW o/ W.P. o/ Conc Slab A3 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc o/ Conc Slab A4 Carpet o/ Carpet Pad o/ 2 Layers 3/4" PW o/ Conc Slab A5 Epoxy Paint o/ Conc Slab A6 3/4" Hardwood o/ 2 Layers 3/4" PW o/ W.P. o/ Conc o/ Metal Deck A7 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc o/ Conc o/ Metal Deck A8 Epoxy Paint o/ Conc o/ Metal Deck A9 3/4" Hardwood o/ Adhesive o/ 1 1/2" L.W. Conc o/ Accoustic Mat o/ 1 1/8" PW o/ F.J. B1 CEILING TYPE 1: 5/8" Type "X" gyp. bd. o/ framing B2 CEILING TYPE 2: 2x wd. beam o/ 5/8" Type "X" gyp. bd. o/ framing # WALL TYPES SEE A0.1 C INTERIOR WALL FINISH 1: See Sheet A0.1

11 GATE CO Carbon Monixide alarm system 12 LANDSCAPE WALL: T1 6" INSULATION: Cast In Place Conc.

R-30 Fiberglass Batt @ roof 13 FIREPLACE @ walls R-19 Fiberglass Majestic DVBC 7Batt Series Direct vent gas fp. ANSI/CSR R-13certified Fiberglass Batt @ floors test 14 PRECAST MOULDING: 15 FASCIA 24 GA Kynar Coated Galvanized Sheet Metal, Painted 16 GUARDRAIL TYPE 1: Painted Welded metal railing, Max 4" Spacing Btw. Intermediates,Guardrail @ 42" Abv. Finish Floor Min. 17 WOOD LAGGING 2X4 Wood Lagging 18 WATERPROOFING Xypex concrete waterproofing membrane ICC# ESR-9907 19 SUB-SURFACE DRAINAGE 4" PVC Drainage pipe INTERIOR NOTES

E3 LIGHTINGTYPE / DEVICES 8 WINDOW 1: Alum.

Clad/ (SEE Wd. Frame, See Sheet A8.0 CIVIL DRAWINGS) CIVIL NOTES # DOOR TYPES SEE A8.1 AD 9A AREA DRAIN - EXTERIOR EXTERIOR DOOR TYPE 1: CB Dbl. CATCH DRAIN doorBASIN alum. clad/ TD wd. TRENCH frame panels w/ sidelight DS RD ROOF DOWNSPOUT DRAIN 9B EXTERIOR DOOR TYPE 2: Alum. clad/ wd. Frame MISCELLANEOUS NOTESSliding w/ 5/8" insulated glass 9C EXTERIOR DOOR TYPE 3: clad/ wd.

Frame Frenchw/door w/ 5/8" insulated SD Alum.

Hard Wired Smoke Detector Battery Backup and glass low battery signal. Alarms to be interconnected so 10 GUTTER: that actuation of one alarm activates all w/ in the 24 GA Galvanized Sheet Metal, Painted dwelling unit.

63

SCALE: 1/2" = 1'-0"

SB WS2

3A

13' - 0"

6' - 0 5/8"

T. O. ROOF 477' - 9 5/8"

Sim

3 A4.1.1

STORAGE

HALL

1

SB WS1

2

SCALE: 1/2" = 1'-0"

006

008

19

8' - 9"

S4

18 19

18

LEVEL 0_TOF 435' - 0"

12' - 0"

4C

B1

Section B Wall Sectons Drawn by Nila M. Liem

T1 INSULATION: R-30 Fiberglass Batt @ roof R-19 Fiberglass Batt @ walls R-13 Fiberglass Batt @ floors

CO Carbon Monixide alarm system

SD Hard Wired Smoke Detector w/ Battery Backup and low battery signal. Alarms to be interconnected so that actuation of one alarm activates all w/ in the dwelling unit.

MISCELLANEOUS NOTES

AD AREA DRAIN - EXTERIOR CB CATCH BASIN TD TRENCH DRAIN DS DOWNSPOUT RD ROOF DRAIN

CIVIL NOTES (SEE CIVIL DRAWINGS)

E1 ELECT. SERVICE / METER E2 ELECT. PANEL E3 LIGHTING / DEVICES

ELECTRICAL NOTES

S7 CONCRETE SLAB:

© Vanos Architects

Sim

9 A4.2.1

FAMILY RM. Sim

107

9 A8.3

FAMILY RM.

14

B1

S1

1

SCALE: 1/2" = 1'-0"

Sim

3 A4.1.1

001

3 A4.1.1

RECREATION RM.

001

2

S2 WS2

S2 WS3

7 A8.3

Sim

4A

B1

B1

A6

8' - 9 3/4"

2' - 0"

SECTION B

PROPERTY INFORMATION: 13

1' - 0"

17

18

S1

A6

S1

17

LEVEL 0_TOF 435' - 0"

B1

A6

4C

A6

BASEMENT 436' - 0"

RECREATION RM.

BASEMENT 436' - 0"

4C

B1

S2 WS1

S1

17

B1

S4

S4

LEVEL 1 448' - 0"

6 A4.2.1

LEVEL 1 448' - 0"

111

COVERED PATIO

COVERED PATIO

111 111

3B

S4

S4

4C

9A Sim

6 A8.3 A6

9A

2

14

6 A4.5.1

11 1/4"

1' - 1" 9A

4A 5 A4.2.1

14

5 A4.5.1 S1 14 7 A4.5.1

Sim 8 A4.2.1 S4 14S3

BEDROOM 3

201

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

Section B Drawn Nila M. Liem Project number

SD Hard Wired Smoke Detector w/ Battery Backup and low battery signal. Alarms to be interconnected so that actuation of one alarm activates all w/ in the dwelling unit.

CIVIL NOTES (SEE CIVIL DRAWINGS)

213 Sim

HALL

202

3 A8.3

TERRACE

202 203

5

5

15

14

8

3 A4.2.1

8

10 15 7 A4.2.1 10

10

Sim 4 A4.2.1 4 A4.2.1

1A 10

2 A4.2.1

5 4 3 2

14 202

5 16

5 S3

TERRACE

201

Sim 1 A8.2

B1

Abrari and Associates 1713 Standard Ave. Glendale, CA 91201 [v] 818.956.1900 [f] 818.241.4866 [e] mail@abrari.com Contact: Henry Abrari BASEMENT 436' - 0"

STORAGE HALL

A5

A1

B1

A9

S3

D B1

7 A4.4.1

9 A4.5.1

4 A4.5.1

12' - 0"

B1

Sim 3 A8.2 2 A8.7.1 1A

VOID

1A

ROOF MECH 471' - 9" Sim 1 A4.4.1

ROOF MECH 471' - 9"

S4 C5

Kurt Fischer Structural Engineering 28310 Roadside Drive, Ste. 214 Agoura Hills, CA 91301 [v] 818.974.1445 [c] 858.922.7963 [e] kfischer@kfseng.com Contact: Kurt Fischer

STRUCTURAL: LEVEL 1 448' - 0"

LANDSCAPE TRASH

Airplus Engineering Consultants, LLC 11517 Burbank Blvd North Hollywood, CA 91601 [v] 818.980.7583 [f] xxx.xxx.xxxx [e] www.airplus.la Contact: George Hovagimiam 4C

4C

A6

8

4A 1B

T. O. ROOF 477' - 9 5/8" T. O. ROOF 477' - 9 5/8"

TERRACE FIRE PLACE 202 TERRACE

201

E F

B2 4A

CO Carbon Monixide alarm system

S1 FOUNDATION: Cast In Place Reinforced Conc. Foundation (See Structural) S2 CAST IN PLACE CONCRETE WALL: S3 STRUCTURAL WOOD FRAMING: S4 STRUCTURAL STEEL FRAMING: 11 GATE

MASTER BED RM.

HALL

HALL

COVERED PATIO

101 101 LEVEL 1 448' - 0"

SCALE: 1/2" = 1'-0"

3

SCALE: 1/2" = 1'-0"

14

GEOTECHNICAL:

16

214 213

E1 ELECT. SERVICE / METER E2 ELECT. PANEL E3 LIGHTING / DEVICES 15 FASCIA: 24 GA Kynar Coated Galvanized Sheet Metal, Painted 16 GUARDRAIL TYPE 1: Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min.

3 SCALE: 1/2" = 1'-0" 2

ENTRANCE HALL

ENTRANCE HALL

ENTRY

8' - 11"

7/6/2015 6:49:14 PM

7/6/2015 6:49:29 PM

B1

A9 B1

SB WS3 14

6

H J

Sim 4 A8.3 Sim 4 A8.3 14

1A

8 A4.2.1

3 A8.2

1A

LANDSCAPE:

2

GUEST PARKING FAMILY RM. COVERED PATIO

LEVEL 2 461' - 0" Sim LEVEL 2 461' - 0"

1A

ELECTRICAL NOTES

18 WATERPROOFING Xypex concrete waterproofing membrane ICC# ESR-9907 19 SUB-SURFACE DRAINAGE 4" PVC Drainage pipe

E INTERIOR DOORS: 1 3/4" Solid Core Hardwood Veneer, Stained or Painted. 20 min rated where required F HANDRAIL Painted Welded metal railing, Max 4" Spacing Btw. Intermediates, Guardrail @ 42" Abv. Finish Floor Min. STRUCTURAL NOTES( See Structural) 13 FIREPLACE: Majestic DVBC 7 Series Direct vent gas fp.

ANSI/CSR test certified 14 PRE-CAST MOULDING

S5 STEEL COLUMN: S6 CMU WALL: S7 CONCRETE SLAB: 8 WINDOW TYPE 1: Alum. Clad/ Wd. Frame, See Sheet A8.0 # DOOR TYPES SEE A8.1 9A EXTERIOR DOOR TYPE 1: Dbl. door alum. clad/ wd. frame panels w/ sidelight 9B EXTERIOR DOOR TYPE 2: Alum. clad/ wd. Frame sliding w/ 5/8" insulated glass 9C EXTERIOR DOOR TYPE 3: Alum. clad/ wd. Frame French door w/ 5/8" insulated glass 10 GUTTER: 24 GA Galvanized Sheet Metal, Painted

1 A8.3

1 A8.2 8

4A 8

MISCELLANEOUS NOTES STRUCTURAL NOTES( See Structural) 17 WOOD LAGGING 2X4 Wood Lagging

A INTERIOR FLOOR TYPES: A10 3/4" Stone Slab o/ 1/4" Thin Set o/ 1 1/2" A1 3/4" Hardwood o/ 2 Layers 3/4" PW L.W. Conc o/ Accoustic Mat o/ 1 1/8" o/ F.J. o/ W.P. o/ Conc Slab A2 5/8" Gym Floor o/ 2 Layers 3/4" PW B1 CEILING TYPE 1: o/ W.P. o/ Conc Slab 5/8" Type "X" gyp. bd. o/ framing A3 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc B2 CEILING TYPE 2 o/ Conc Slab 2x wd. beam o/ 5/8" Type "X" gyp. bd.

A4 Carpet o/ Carpet Pad o/ 2 Layers 3/4" PW o/ framing o/ Conc Slab A5 Epoxy Paint o/ Conc Slab # WALL TYPES SEE A0.1 A6 3/4" Hardwood o/ 2 Layers 3/4" PW C INTERIOR WALL FINISH: o/ W.P. o/ Conc o/ Metal Deck See Sheet A0.1 A7 3/8" Tile o/ 1/4" Thin Set o/ 1 1/2" L.W. Conc D CABINETRY o/ Conc o/ Metal Deck # DOOR TYPES SEE A8.1 A8 Epoxy Paint o/ Conc o/ Metal Deck A9 3/4" Hardwood o/ Adhesive o/ 1 1/2" L.W. Conc o/ Accoustic Mat o/ 1 1/8" PW o/ F.J. 12 LANDSCAPE WALL: 6" Cast In Place Conc.

INTERIOR NOTES EXTERIOR NOTES

© Vanos Architects

15

14 Sim 4A

8

MJN Landscape Design Studio 31368 Via Colinas, Unit 111 Westlake Village, CA 91362 [v] 818.889.3622 [f] 818.889.3624 [e] michelle@mjndesignstudio.com Contact: Michelle Newman

PRIVATE PATIO

LAUREL WAY OPEN TO BEYOND OPEN TO BEYOND

Sim

1A 1 A4.5.1

1B 4A

Planex Civil Engineers 1330 Olympic Blvd Santa Monica, CA 90404 [v] 310.664.9311 [f] 310.450.4742 [e] mo@planex.us Contact: Mo Sahebi 17 18 14

14 2 3B 2

B1

OWNER:

1B 8

CIVIL: 3A 4A 14

Surveying & Drafting Services, Inc. 901 Seward Street Los Angeles, CA 90038 [v] 323.857.1017 [f] 323.857.1079 [e] surveying@earthlink.net Contact: Ofer Shapira 9B

E 5

1 A4.2

BEDROOM 3 MASTER BED RM.

SURVEY:

14 13

Sim

19

Sim

3 A4.1.1

1' - 0"

10

Address: 1020 Carolyn Way Beverly Hills, CA 90210 AIN: 4348004013 Zone: R-1.X Lot Area: 14,078 sf 1B 4A

Sub-Surface Designs 12872 Foothill Blvd Sylmar, CA 91342 [v] 818.898.1595 ext 17 [f] 818.898.4003 [e] mark@subsurfacedesigns.com Contact: Mark Triebold LEVEL 2 461' - 0" 14 S4 4A

10 4A A9 9A 2 A4.2 3 A4.2 A9

Alex and Emily Hakim 1541 Ocean Ave. Santa Monica, CA 90401 [o] 310.393.5800 ext 180 [c] 310.666.2763 [e] alexihakim@gmail.com Contact: Alex Hakim 15

15

10 14

B1 C1 14 B1 4A

# WINDOW TYPES SEE A8.0

EXTERIOR WALL TYPE 1: See Sheet A0.1.1 EXTERIOR WALL TYPE 2: See Sheet A0.1.1 EXTERIOR WALL TYPE 3: See Sheet A0.1.1 EXTERIOR DECK TYPE 1: 3/4" Stone Slab o/ Pedestal o/ UL Class "A" Epoxy mod cement deck coating (AVM Industries LLC Elasto Fiberdeck 100 walking deck ICC ES Report no. ESR-2125) o/ 2 1/2" L.W. Conc o/ 1 1/8" PW o/ F.J. GARAGE DOOR: Sectional Overhead Alum. Frame w/ 5/16" Lam ob. gl.

SKYLIGHT: Bristolite Skylights, ICC # RR 23556 4A 1A ROOF TYPE 1: Asphalt Shingle o/ Rosin-Kraft Paper o/ Water Proofing. o/ Plywood o/ Framing 4B 1B ROOF TYPE 2: 24 GA Kynar Coated Galvanized Sheet Metal o/ 4C Rosin-Kraft Paper o/ W.R. Grace "Bituthene" o/ 2 layers of Plywood o/ Framing 5 1B ROOF TYPE 3: Traffic Coating o/ 1 1/2 L.W. Conc, o/ Plywood, o/ Framing 2 FLAT WORK: 3/4" Stone Slab o/ Thin Set o/ 1 1/2" Mortar Bed o/ Conc Slab 6 3A SOFFIT TYPE 1: 7/8" Portland Cement Plaster o/ Framing 3B SOFFIT TYPE 2: 7 5/8" Type "X" Ext Rated Gyp. Sheating o/ Framing 7/6/2015 6:49:00 PM

SETBACK

PROP.LINE

1733 S. La Cienega Blvd. L.A. CA. 90035 (v) 310.280.0193 (f) 310.280.0194 www.vanosarchitects.com

SETBACK PROP.LINE

97'-4 9/32"

R-1.X 5301.5 Sq. Ft. ZONE: MAX FLOOR AREA: 3 A3.6 2 A3.5 1 A3.4

1020 CAROLYN WAY HAKIM RESIDENCE 12'-0 13/16" 14'-10 9/32" 20'-4" 2'-2" 12'-0" 3'-6" 19'-0" 6'-0" 7'-5 3/16"

VANOS ARCHITECTS INC 6 5 4 3 2 1

MAX BUILDING ENVELOPE

MECHANICAL / T24:

V

1 H

ZONE: MAX FLO

AIN: 43 Zone: R Lot Area:

Address:

PROPER

OWNER:

Alex and 1541 Oce Santa Mo [o] 3 [c] 3 [e] a Contact:

SURVEY

Surveying 901 Sewa Los Ange [v] 3 [f] 3 [e] s Contact:

GEOTEC

Sub-Surfa 12872 Fo Sylmar, C [v] 8 [f] 8 [e] m Contact:

CIVIL:

LANDSC

Planex C 1330 Oly Santa Mo [v] 3 [f] 3 [e] m Contact:

MJN Lan 31368 Vi Westlake [v] 8 [f] 8 [e] m Contact: STRUCT

Kurt Fisc 28310 Ro Agoura H [v] 8 [c] 8 [e] k Contact:

MECHAN

V

Airplus E 11517 Bu North Ho [v] 8 [f] x [e] w Contact:

1 H

ELECTRI

ZONE: No. MAX FLO

Abrari an 1713 Sta Glendale [v] 8 [f] 8 [e] m Contact:

PROPER

Address:

W

AIN: 43 Zone: R Lot Area:

OWNER:

Alex and 1541 Oce Santa Mo [o] 3 [c] 3 [e] a Contact:

SURVEY

GEOTEC

Surveying Project nu 901 Sewa Los Ange Date [v] 3 Drawn by 3 [f] [e] s Checked Contact:b

CIVIL:

Sub-Surf 12872 Fo Sylmar, C [v] 8 Scale [f] 8 [e] m Contact:

Planex C 1330 Oly Santa Mo [v] 3 [f] 3 [e] m Contact:

LANDSC

MJN Lan 31368 Vi Westlake [v] 8 [f] 8 [e] m Contact:

STRUCT

Kurt Fisc 28310 Ro Agoura H [v] 8 [c] 8 [e] k Contact:

MECHAN

Airplus E 11517 Bu North Ho 8 [v] [f] x [e] w Contact:

ELECTRI

No.

Abrari an 1713 Sta Glendale [v] 8 [f] 8 [e] m Contact:

W

Project nu

Date

Drawn by

Checked b

Scale

7 A8.7

Sim

1' - 11 1/8"

5/8"

F

J

KEYNOTE LEGEND

E

Key Value

1' - 10 1/2"

03 30 00 03 31 00 03 33 16 03 48 00 03 54 00 04 05 13 05 12 00 05 31 00 05 40 00 05 41 00 06 05 23 06 11 00 06 16 36

07 31 00 07 72 00

471' - 9"

ROOF MECH 471' - 9"

11 1/8"

06 16 36 06 11 00 1 A8.5

Sim

09 29 82 06 11 00 06 11 00

6"

07 92 00

5 A8.2

Sim

Keynote Text Cast-in-Place Concrete Structural Concrete Lightweight Arch. Conc.

Precast Concrete Specialties Cast Underlayment Masonry Mortaring Structural Steel Framing Steel Decking Cold-Formed Metal Framing Structural Metal Stud Framing Wood, Plastic, and Composite Fastening

Wood Framing Wood Panel Product Sheathing Shop Fabricated Structural Wood

06 17 00

KEYNOTE LEGEND Key Value 06 18 00 07 13 00 07 21 13 07 31 00 07 60 00 07 62 00 07 72 00 07 92 00 09 24 00 09 29 82 09 30 33 09 64 00 09 81 00 32 11 00

VANOS ARCHITECTS INC

Keynote Text Glued-Laminated Construction Sheet Waterproofing Board Insulation Shingles and Shakes Flashing and Sheet Metal Sheet Metal Flashing and Trim Roof Accessories Joint Sealents Cement Plastering Gypsum Board Fireproofing Stone Tiling Wood Flooring Acoustic Insulation Base Courses

07 60 00

R-1.X 5301.5 Sq. Ft.

PROPERTY INFORMATION: Address: 1020 Carolyn Way Beverly Hills, CA 90210 AIN: 4348004013 Zone: R-1.X Lot Area: 14,078 sf Alex and Emily Hakim 1541 Ocean Ave. Santa Monica, CA 90401 [o] 310.393.5800 ext 180 [c] 310.666.2763 [e] alexihakim@gmail.com Contact: Alex Hakim

03 48 00 03 48 00 06 05 23 03 54 00

S1 WS4 - D1

MASTER BATH

09 24 00

206

D

1

SCALE: 1 1/2" = 1'-0"

2 A8.5

09 29 82

Sim

MASTER BATH

09 29 82

09 64 00

09 30 33

03 33 16 09 81 00

03 33 16

206

460' - 9 1/2"

07 92 00 03 48 00

09 81 00

06 05 23

06 16 36

03 54 00

06 11 00

SURVEY: Surveying & Drafting Services, Inc. 901 Seward Street Los Angeles, CA 90038 [v] 323.857.1017 [f] 323.857.1079 [e] surveying@earthlink.net Contact: Ofer Shapira

Sim 06 18 00

09 64 00

09 30 33

03 33 16

07 13 00

GEOTECHNICAL:

MASTER BED RM.

MASTER BED RM.

203

203

06 16 36

06 17 00

09 81 00

06 11 00

06 11 00

06 17 00

09 29 82

09 24 00

06 11 00

06 11 00

LEVEL 2 461' - 0"

3 A8.7

09 24 00

Sim

06 16 36 2' - 3 1/2"

06 11 00 06 11 00 06 11 00

MJN Landscape Design Studio 31368 Via Colinas, Unit 111 Westlake Village, CA 91362 [v] 818.889.3622 [f] 818.889.3624 [e] michelle@mjndesignstudio.com Contact: Michelle Newman

06 16 36

1 A8.5

458' - 7 3/8"

06 11 00 1' - 3 7/8"

1' - 0"

06 11 00 07 92 00 03 48 00

STRUCTURAL:

06 05 23

Kurt Fischer Structural Engineering 28310 Roadside Drive, Ste. 214 Agoura Hills, CA 91301 [v] 818.974.1445 [c] 858.922.7963 [e] kfischer@kfseng.com Contact: Kurt Fischer

03 54 00

Sim 07 92 00

LIVING RM.

458' - 3 1/2"

03 54 00

103

03 48 00

S1 WS4 - D3

3

SCALE: 1 1/2" = 1'-0"

OFFICE

COVERED PATIO

104

111

MECHANICAL / T24:

COVERED PATIO 111

S1 WS2 - D1

S1 WS1 - D4

5

SCALE: 1 1/2" = 1'-0"

CIVIL:

LANDSCAPE:

459' - 7 3/8"

Sim

Sub-Surface Designs 12872 Foothill Blvd Sylmar, CA 91342 [v] 818.898.1595 ext 17 [f] 818.898.4003 [e] mark@subsurfacedesigns.com Contact: Mark Triebold Planex Civil Engineers 1330 Olympic Blvd Santa Monica, CA 90404 [v] 310.664.9311 [f] 310.450.4742 [e] mo@planex.us Contact: Mo Sahebi

09 24 00

1 A8.5

1733 S. La Cienega Blvd. L.A. CA. 90035 (v) 310.280.0193 (f) 310.280.0194 www.vanosarchitects.com

ZONE: MAX FLOOR AREA:

OWNER:

06 11 00

2 A8.5

1020 CAROLYN WAY HAKIM RESIDENCE

SCALE: 1 1/2" = 1'-0"

6

Airplus Engineering Consultants, LLC 11517 Burbank Blvd North Hollywood, CA 91601 [v] 818.980.7583 [f] xxx.xxx.xxxx [e] www.airplus.la Contact: George Hovagimiam ELECTRICAL: Abrari and Associates 1713 Standard Ave. Glendale, CA 91201 [v] 818.956.1900 [f] 818.241.4866 [e] mail@abrari.com Contact: Henry Abrari

3" 9 A8.3

Sim

LIVING RM.

Sim

OFFICE

COVERED PATIO

104

111

LEVEL 1 448' - 0"

1/2"

103

1 3/4" 1/2"

8 A8.2

07 62 00 07 13 00 06 11 00 03 31 00

09 64 00

09 64 00

09 30 33

06 16 36

06 16 36

03 33 16

06 11 00

04 05 13 03 30 00

05 31 00

03 33 16

06 11 00

06 11 00

05 31 00

07 13 00 03 31 00

05 41 00

05 12 00

05 40 00

05 40 00 05 40 00

07 21 13

1 A8.5

07 21 13

05 41 00 Sim

Description

Date

32 11 00

SECTION 1 DETAILS

03 31 00

05 41 00

05 40 00

1 A8.5

No.

09 30 33 04 05 13 03 30 00

09 29 82

09 29 82

Sim

Project number Date

7/6/2015 6:49:27 PM

Drawn by Checked by

S1 WS4 - D5 GYM

SCALE: 1 1/2" = 1'-0"

S1 WS2 - D2

9 BATH RM.

003

1020 CAROLYN WAY © Vanos Architects

004

SCALE: 1 1/2" = 1'-0"

8

S1 WS1 - D5

SCALE: 1 1/2" = 1'-0"

A4.4.1

7 Scale

Section 1 Details Drawn Nila M. Liem

Hakim Residence Exterior Perspective View © Vanos Architects

015 12:42:42 PM

64

Author Checker

1 1/2" = 1'-0"