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Richard Lucero 3A-4A Portfolio

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YEK/PORT<br />

Architecture/Photography/Design/Building<br />

YR 2010 - 2012<br />

May 2012<br />

Insistent Compulsive Queer<br />

R15


Yek/Port<br />

<strong>Richard</strong> <strong>Lucero</strong><br />

Yek.2<br />

R15


YEK/PORT<br />

Architecture/Photography/Design/Building<br />

YR 2010 - 2012<br />

May 2012<br />

Insistent Compulsive Queer<br />

R 15<br />

Yek.3


Pr /Statement<br />

4a<br />

P1<br />

\är-k -tek-ch r\.<br />

e e<br />

Art and science of building<br />

Formation or construction<br />

resulting from a conscience act.<br />

Creating structure that is<br />

appealing and performative.<br />

Using methods that are<br />

derivative of a life time of<br />

knowledge and experience.<br />

Pragmatic development at a<br />

component level to produce a<br />

cohesive unforeseen whole.<br />

Designing from a pragmatic<br />

logical start to create intelligent<br />

solutions for specific programs/<br />

problems/ structures. Working<br />

and attacking the design<br />

problem in similar manner so<br />

that the aggregation/ assembly<br />

of components work together<br />

to create a cohesive design<br />

solution that is comprehensive.<br />

Architecture should effect<br />

and affect its inhabitants and<br />

on lookers. It should attempt<br />

to better the world through<br />

the built environment and be<br />

available to everyone. It should<br />

never only be superficial and<br />

post rationalized. It should<br />

never be faked in order to<br />

misrepresent its actually<br />

potential or lack there of.<br />

Architecture is in the<br />

details as its the details<br />

that are at a human scale<br />

and its human interaction<br />

with the built environment<br />

that makes architecture.<br />

/Museo Soumaya Adjacent + Raymundo<br />

Yek.4


4a<br />

/Table of Contents Pr<br />

Contents<br />

4 P1<br />

Statement<br />

Art of building defined<br />

6 01<br />

Planet Fight Club<br />

Film stills to planet to film<br />

8 03<br />

Hearst Tower<br />

Sustainable systems analysis<br />

9 05<br />

Farmers<br />

Film stills to planet to film<br />

10 07<br />

Island of the Misanthropic<br />

Alternative living test bed for new<br />

urban city typology<br />

22 19<br />

Prada + Lomas<br />

Tectonic expression<br />

24 23<br />

Hoover Schemes<br />

Initial concepts<br />

26 25<br />

Speedway Foodie<br />

Residential block + gastro pub<br />

train bridge<br />

34 27<br />

Half Truss Table<br />

Mode stand + cool table<br />

36 35<br />

SCI-Arc Grad Pavilion<br />

Fabrication + documentation<br />

40 37<br />

JWRH<br />

Installation proposal<br />

42 39<br />

Union Station Master Plan<br />

Initial schemes + models/ drawings<br />

46 41<br />

Sky City Transit Master Plan<br />

Skyways and vertical streets<br />

Union Station master plan<br />

60 43<br />

M 2 CBWD<br />

Sustainable living<br />

62 45<br />

Mat Lab 2.0<br />

COB + OWF + mock up + testing<br />

70 57<br />

FReD<br />

Solar Decathlon scheme<br />

Yek.5


Vs<br />

/Planet Fight Club<br />

3a<br />

Planet Fight Club<br />

Film Stills Transformed.<br />

Using Rhino to map images, textures and displacement maps<br />

to create an abstraction of a planetary mass.<br />

01<br />

/Rhino V-Ray Render of Planet Fight Club<br />

Yek.6


3a<br />

/Planet Fight Club Vs<br />

The Observer<br />

Model Prep (1)<br />

3D Prints are rarely printed at<br />

SCI-Arc and left usually as a<br />

modernist white object.. Taking this<br />

opportunity to give the painted<br />

object additional texture and<br />

elements through the use of color.<br />

The Observer<br />

Physical Model<br />

Planetary mass base powder<br />

print painted and featured in a<br />

short film. The model started in<br />

Rhino and utilized Grasshopper<br />

to create texture on various<br />

surfaces. This was then exported<br />

to Maya to print and animate.<br />

/Model Prep (1)<br />

/Opening Sequence<br />

/Sunrise<br />

The Observer<br />

Internal Physical + Animation (2)<br />

Continuing the use of color was adapted and pushed further by using a film as a visual<br />

collage of intense color and textures through motion. Using this to effectively paint the<br />

interior of the model through projection on to the unfinished white interior surface.<br />

/Internal Physical + Animation<br />

/Abstract End Sequence (2)<br />

/Physical Model Photos<br />

Yek.7


Ap /Hearst Tower<br />

3a<br />

Hearst Tower<br />

03<br />

Sustainable Systems Analysis<br />

First tower to receive LEED Gold<br />

Certification for “Core and Shell and<br />

Interiors” in New York City<br />

- Foreign Materials


3a<br />

/Farmers Ct<br />

Farmers<br />

05<br />

Urban Systems Research Paper<br />

Farmers Markets in California would<br />

have seemed to be a “peace, love<br />

and hippies” – Shannon Reid sort of<br />

endeavor but it becomes apparent<br />

how arduous the task can be in starting<br />

one and even participating in one.<br />

Certification is done by the state<br />

and enforced by management<br />

organizations that are mostly nonprofits.<br />

The largest non-profit seem<br />

to fall under the for profit category<br />

considering past and present incidents.<br />

At the core of the farmers market is<br />

the local farmer selling directly to<br />

consumers and this has been a part of<br />

California since 1977. More recently<br />

the popularity of these markets<br />

is the result of an economy that is<br />

looking for quality and affordability.<br />

Organizations like SEE-LA that help<br />

move this thinking forward with<br />

their markets and new cooking<br />

course. Better food, health, and<br />

overall quality of life. For most of the<br />

organizers there isn’t much profit<br />

after permitting, insurance and rent.<br />

Management and city only receive a<br />

small percentage of producers profit.<br />

Resulting from the surge of customers,<br />

organizations like Raw Inspiration set<br />

up farmer markets whenever possible<br />

in places like Glendale’s Americana;<br />

traditional bottom up to top down<br />

business strategy. Authenticity<br />

comes at the price of the producers<br />

that have to pay more for these<br />

more desirable new hip venues.<br />

Yek.9


St /Island of the Misanthropic<br />

3a<br />

Island of the Misanthropic<br />

07<br />

A test bed for alternative living solutions for a new urban city<br />

typology. Proposing typical residential densities on a third of<br />

the land leaving the rest of grade as open space and the lower<br />

level as a public park.<br />

The Island of the Misanthropic is a community<br />

that is centered on a central Greenhouse Coop. A<br />

resident of this island in the desert will be required<br />

to work a minimum set of hours during the day<br />

(additional hours reduce rent) to maintain the co-op<br />

greenhouse. In return the resident will be rationed<br />

a portion of the harvested goods that will meet<br />

average nutrition requirements for an average<br />

individual.<br />

The residences will be highly efficient and<br />

comfortable with views looking out and away from<br />

the island as well as an entry from the inner green<br />

house atrium. Each resident will have their own<br />

private green space to produce herbs or other plant<br />

varieties. The resident is not obligated to stay with-in<br />

the walls of the island and is encouraged to explore<br />

other exploits. Affordable comfortable housing<br />

and guaranteed proper nutritious meals will enable<br />

individuals to have a successful less stressful life<br />

outside of the island on a daily basis. Encouraging<br />

their other pursuits within the city will produce<br />

productive members of both societies. It is through<br />

caring for the green house that a sense of place,<br />

pride and community can be established.<br />

Affordable housing and proper nutrition will<br />

only help ease the stress of living an inhospitable<br />

and competitive environment. It is through living<br />

in this environment and the associated Island<br />

culture that a new paradigm will emerge, where<br />

efficient living develops into the realization<br />

that the need for excess is not necessary for<br />

happiness, and that material obsession and<br />

drive can be replaced with a fulfillment that<br />

comes from the interpersonal relationships<br />

developed within and outside the community.<br />

/Site<br />

/Town Home Development<br />

/Low Density Housing<br />

/Resort Style Development<br />

/Miscellaneous Small Tract Developments<br />

/High Density Tract Houses<br />

Yek.10


3a<br />

/Island of the Misanthropic St<br />

Misanthropic Structure<br />

The basic structural system in use<br />

is a modified 3-pin arc truss. The<br />

primary structure (1) is constructed<br />

with a modified wide flange with<br />

a rectangular tube welded to<br />

the outside. This acts as a rail to<br />

bolt various components. Primary<br />

structure has a hinge at its base and is<br />

held in place by a solid steel pin (2).<br />

Primary structure connects to a<br />

vertical vierendeel concrete truss (3).<br />

These are precast much like a large<br />

CMU and stacked. Their primary<br />

purpose is to act as an anchor to<br />

prevent the primary structure from<br />

moving on their pin connections,<br />

The concrete vierendeel trusses<br />

carry the residential units (4). The<br />

residential units are supported on<br />

a steel framed carriage (5) that<br />

also acts as a cross brace for the<br />

vierendeel trusses.<br />

All components are bolted/ pin<br />

together for ease of assembly.<br />

The primary and secondary<br />

structures are spanned by large<br />

rectangular wide flange steel trusses.<br />

These trusses range from a couple<br />

feet deep at the lowest level to 1-2<br />

stories deep at occupied levels in the<br />

middle (6). A simplified arc truss at<br />

the top (7) supports a circular welded<br />

tube frame for the PV film glazing (8).<br />

Another simple steel frame and rails<br />

support standard frit glazing (9).<br />

Girders (10) that span between<br />

trusses are square steel tubes that get<br />

deeper toward the center reaching<br />

approximately 3’ to span 45’. They’re<br />

minimum depth is 1’ and are 14’<br />

spaced on center. Flat vertical steel is<br />

used to support an expanded<br />

metal floor.<br />

Glazing is split between standard<br />

low-e frit glazing and a PV film<br />

glazing. Standard glazing is mounted<br />

on steel frames that run up and over<br />

the structure. Each rail is connected to a<br />

bracket that connects the glazing system<br />

to the a tertiary truss system that is<br />

attached to the primary structure. (2)<br />

The system as a whole brings loads<br />

from glazing to a tertiary structural<br />

system that then transfers their load<br />

to the primary structure to either grow<br />

surfaces trusses or foundation. All<br />

(8) (9)<br />

(1)<br />

(10)<br />

(6)<br />

structural members are tied together in<br />

various manners to each other which in<br />

turn provides the structure’s stiffness<br />

Growing surface is an aeroponic<br />

tray system that sits between floor<br />

support structure. All the weight is<br />

transferred to floor and in turn to the<br />

Trusses. From here both to primary<br />

and secondary structures then to<br />

the ground via the foundations.<br />

(7)<br />

(4)<br />

(5)<br />

(3)<br />

/Detail Transverse Section Drawing + Rendering<br />

Yek.11


St /Island of the Misanthropic<br />

3a<br />

A<br />

Typical Floor Plan<br />

Typical plan displays units<br />

in relationship to the<br />

growing surface as well<br />

as the below grade park<br />

and its features. Floors are<br />

expanded metal to allow air<br />

and light into lower levels.<br />

+0’-0”<br />

+ 22’-0”<br />

+ 0’-0”<br />

+ 22’-0” + 22’-0”<br />

+ 0’-0”<br />

+ 22’-0” + 22’-0”<br />

+ 22’-0”<br />

+ 0’-0”<br />

+ 0’-0”<br />

B<br />

+ 0’-0”<br />

+ 22’-0”<br />

+ 11’-0”<br />

+ 11’-0”<br />

+ 11’-0”<br />

A<br />

Yek.12<br />

+ 11’-0”


3a<br />

/Island of the Misanthropic St<br />

+ 22’-0”<br />

+0’-0”<br />

+22’-0”<br />

STAIR G<br />

CATWALK<br />

+22’-0”<br />

+ 22’-0”<br />

B<br />

LIVING<br />

C<br />

KITCHEN<br />

MUSIC RM<br />

PATIO<br />

LIFT G<br />

BATHROOM<br />

BEDROOM<br />

LIVING<br />

KITCHEN<br />

+22’-0”<br />

+0’-0”<br />

UNIT TYPE/ PLANS<br />

FLOOR PLAN - TYPICAL UNITS<br />

SCALE: 1/8” = 1’-0”<br />

+18’-0”<br />

E - ENTRANCE<br />

UL - UPPER LEVEL<br />

UL<br />

PA<br />

LL - LOWER LEVEL<br />

PA - PATIO<br />

TYPE 2<br />

E<br />

E<br />

E<br />

UL<br />

PA<br />

LL<br />

UL<br />

TYPE1 TYPE 3<br />

LL<br />

PA<br />

LL<br />

PA<br />

+ 22’-0”<br />

/Unit Plans<br />

Unit Plans<br />

Plans of typical unit configurations.<br />

Units in direct relationship to<br />

catwalk circulation, lift, stairs<br />

and growing surfaces.<br />

Unit Diagram<br />

Unit program organization as<br />

well as the various types and how<br />

they interlock with one another.<br />

Crop Diagram<br />

Floor allocations for<br />

typical crops to be grown.<br />

C<br />

BR<br />

BR<br />

BR<br />

BR<br />

SP SP SP<br />

SP SP<br />

BB BB BB<br />

SB SB SB SB SB<br />

BB - BLUE BERRIES<br />

BR - BROWN RICE<br />

SB - SOY BEANS<br />

SP - SWEET POTATOS<br />

/Typical Floor Plan<br />

Yek.13


St /Island of the Misanthropic<br />

3a<br />

Exterior Night<br />

North side of the project. Rendered<br />

in Mental Ray with minimal<br />

photo manipulation. The yellow<br />

tint glazing is the same PV film<br />

glazing. The blue glass is standard<br />

4’x 8’ low-e glazing with frit. The<br />

glowing protrusions are vents for<br />

the below grade parking as well<br />

as exterior lighting for a park on<br />

the north side of the structure<br />

Yek.14


3a<br />

/Island of the Misanthropic ST<br />

/North Facade Night Rendering + Hobbes Ein Socks<br />

Yek.15


St /Island of the Misanthropic<br />

3a<br />

Preliminary Animation<br />

Initial thought was to go through each floor<br />

to allow both exterior and interior views.<br />

Problem was a limited viewing angle. Wider<br />

lenses caused too much distortion and<br />

transitions from floor to floor were awkward.<br />

This first pass was also made to look drawn and<br />

impressionist. This was changed for clarity.<br />

/Evaporative Cooling Pond<br />

/Aeroponic Growing Surface<br />

/Unit Interior Bedroom + Study<br />

/Unit Interior Kitchen + Wine Bottle<br />

/Unit Interior Bath + Practice Space<br />

Even though the it was decided to not cut through<br />

the floors there was still a quality to experiencing<br />

the spaces in this way that still held something quite<br />

unique and fascinating. It was also reminiscent<br />

of the movie Fight Club’s Opening Sequence.<br />

/Unit carriage _ Roof Glazing and Support<br />

/Exterior Glazing + PV Glazing<br />

Yek.16


3a<br />

/Island of the Misanthropic St<br />

/Parking Area + Evaporative Cooling Pond<br />

/First Level Open Grate<br />

/First Unit Level<br />

Overly saturated and lens flares abound the finished<br />

result was better then anticipated. Only issue was<br />

the animation of the fish and vehicles weren’t<br />

working correctly as they did in the test animation.<br />

/Unit Bedroom + Practice Space<br />

/Unit Kitchen + Living Area<br />

Final Animation<br />

Camera was moved adjacent to the units at a<br />

distance to enable views of the unit interiors as<br />

well as the rest of the structure. Nighttime was<br />

chosen to give a better idea of the project with<br />

lighting and it made for more dynamic images.<br />

/Unit Bedroom + Exterior Patio<br />

/Exterior Glazing + Adjacent Housing Tracts<br />

Yek.17


St /Island of the Misanthropic<br />

3a<br />

Labor of love and would not been<br />

possible to produce without the<br />

diligent shared modeling and<br />

coordination with my partner. The<br />

arduous task of cleaning up vector<br />

layers was quite the ordeal and<br />

figuring out the amount of peel and<br />

steps took a few iterations before<br />

coordinating line weights and labels.<br />

Under grad Director of SCI-Arc. John<br />

Enright, stated “Every student at some<br />

point while here I would hope be<br />

able to produce such a drawing.”<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

D<br />

E<br />

A<br />

Yek.18


3a<br />

/Island of the Misanthropic St<br />

Axonometric<br />

Peeling away the various systems<br />

that make up the enclosure<br />

and structural systems.<br />

M<br />

L<br />

K<br />

J<br />

I<br />

H<br />

G<br />

F<br />

/Axonometric<br />

Yek.19


Ap /Island of the Misanthropic 4a<br />

PV Film Glazing<br />

Articulated Frame<br />

Frame Supports<br />

1<br />

A 13.0<br />

2<br />

A 13.1<br />

Frit Low-E Glazing<br />

Glazing Frame<br />

Glazing Mount<br />

Glazing Support Frame<br />

Glazing Gutter<br />

Support Frame Mount<br />

1<br />

1<br />

1<br />

A 10.1 A 10.2<br />

A 10.3<br />

Catwalk<br />

Hand Rail<br />

Expanded Metal<br />

Primary Surface Truss<br />

Unit Connector<br />

Unit Frame<br />

Unit Platform<br />

Unit Glazing<br />

Unit Cabinate/ HVAC<br />

ADA + Chunk<br />

ADA was already<br />

consider so only<br />

documentation needed<br />

to be produced for<br />

compliance. The<br />

Chunk shows all the<br />

building components<br />

and relevant details.<br />

2<br />

A 15.1<br />

Griders<br />

Stringers<br />

Floor Truss<br />

Aeroponic Feed<br />

Aeroponic Plants<br />

Aeroponic Fabric<br />

Aeroponic Tray<br />

Aeroponic Drain<br />

1<br />

A 15.3<br />

1<br />

HVAC<br />

Aeroponics<br />

Support Column<br />

Exterior Park Seating<br />

Exhaust Fan Housing<br />

Exhaust Fan<br />

Retaining Wall<br />

Parking Surface<br />

A 15.1<br />

Lift Connector<br />

Lift Cab<br />

Lift Platform<br />

Lift Rails<br />

Glazing Rain Gutter<br />

Pond / Water Basin<br />

2<br />

A 14.3<br />

Over Flow<br />

Water Storage<br />

1<br />

A 14.3<br />

Irrigation Feed<br />

The chunk took many iterations in order to decide how it should<br />

be represented. This result is a composite of the many different<br />

portions of the entire structure exposing the various systems.<br />

Central Primary Concrete Structure + Foundation<br />

Exterior Primary Steel Structure + Foundation<br />

Yek.20


4a /Island of the Misanthropic AP<br />

1-1/2"<br />

Silicon Seal<br />

Steel Cap<br />

Wood Cabinet<br />

3"<br />

8"<br />

1'-5"<br />

Ø1-1/2"<br />

2<br />

Laminated Glass<br />

Argon Cavity<br />

Silicon<br />

Argon Seal<br />

Extruded Aluminum Frame<br />

A 10.2<br />

1'-0"<br />

1'-2"<br />

1/2"<br />

Steel Tube<br />

Steel Plate Welded<br />

Laminated Point Supported Glass<br />

Recatngular Tapered Steel Post Welded<br />

Treaded Rod<br />

Nut<br />

Washer<br />

Rubber Gasket<br />

3'-2"<br />

0"<br />

3"<br />

3"<br />

Rectangular Steel Tube<br />

Welded Glass Support<br />

Rubber Grommit<br />

Glass Support Screw Cap<br />

3'-3"<br />

9"<br />

0"<br />

7"<br />

/Cabinet Mounting Details<br />

3'-6"<br />

6"<br />

3'-0"<br />

1'-8"<br />

Details<br />

4"<br />

Steel Base Plate<br />

Bolt<br />

Washer<br />

Nut<br />

Top Truss Cord Wide Flange<br />

11"<br />

3"<br />

5"<br />

4"<br />

6"<br />

11"<br />

4"<br />

1'-2"<br />

4"<br />

1'-3"<br />

Details were developed for the<br />

unit cabinets. They are hung on<br />

custom laminated glass using a<br />

custom cuff developed to support<br />

the cabinets as well as allowing<br />

utilities through the glass without<br />

compromising insulation.<br />

The Guard/ Handrail was also<br />

developed and designed to be<br />

very minimal and transparent.<br />

4"<br />

Moment Reinforcement Plate<br />

Primary Truss Chrod Wide Flange<br />

Bolts<br />

Washer<br />

Nut<br />

Steel Plate Footing<br />

Teflon Coated Plate Welded<br />

1"<br />

3"<br />

2'-1"<br />

3<br />

A 10.2<br />

1'-1"<br />

8"<br />

The entire building as a result of its<br />

sheer scale needed to be divided<br />

into four separated buildings as far<br />

as structure is concerned. Hence<br />

the need to develop a movement<br />

joint so that adjacent members are<br />

not physically connected welded<br />

or bolted but sit on a support so<br />

that the two buildings can move<br />

independent of one another.<br />

Teflon Coated Steel Plate<br />

Moment Framing<br />

Wide Flange Floor Girder<br />

Floor Joist Steel Tube<br />

Steel Rib<br />

Expanded Metal<br />

/Guard/ Handrail + Moment Detail<br />

1"<br />

1 Upper + Lower Cabinet Detail<br />

A102 S l 1" 3"<br />

3<br />

A 10.2<br />

/Upper + Lower Cabinet Section Detail<br />

Yek.21


Ap /Prada + Lomas<br />

3b<br />

Prada + Lomas<br />

19<br />

Prada Structural Components + Lomas Geometry<br />

Diagrid structure of Prada Tokyo flagship store was<br />

used as the framework. Expanded with a series of joint<br />

connectors that utilized the hyperbolic geometric. This<br />

enabled the ruled surface to develop and manipulated<br />

a surface with varied thickness and apertures.<br />

Tectonics Drawing<br />

Showing components and<br />

assemblage including a<br />

section through the developed<br />

joint used to secure aperture<br />

system to the structure.<br />

Yek.22


3b<br />

/Prada + Lomas Ap<br />

/Component Parts to Whole Assembly<br />

/Finished Installed Exhibited Model<br />

Yek.23


St /Hoover Schemes<br />

3b<br />

<br />

Hoover Schemes<br />

Embracing parking by making it the<br />

departure point<br />

A central hydraulic lift, habitable<br />

parking garage, elevated tree<br />

<br />

houses were initial <br />

schemes for<br />

23<br />

developing a project based on a<br />

need for parking cars and embracing<br />

this rather then burying it.<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

The central hydraulic lift enables the<br />

structural footprint of the building to<br />

be fairly minimal. Central circulation<br />

and organization. The primary problem<br />

would be multiple cars leaving which<br />

could be remedied by having multiple<br />

platforms using one hydraulic piston.<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

Hoover Scheme Models<br />

A central hydraulic lift<br />

schemes were favored but<br />

development took another<br />

direction for various factors.<br />

/Center Lift<br />

/Center Lift<br />

Yek.24


VIEW TO DOWNTOWN LOS ANGELES<br />

3b<br />

/Hoover Schemes St<br />

Another viable scheme with<br />

great potential except for the<br />

complexity of the organization<br />

and structure. This was decided<br />

against because of complexity<br />

but one can argue that complexity<br />

is only in aggregation of the<br />

simplistic components and not<br />

in the actual organization which<br />

is very linear and layered.<br />

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VERTICAL CIRCULATION<br />

CENTRAL LIFT AND FLANKING EGRESS<br />

STEEL TRUSS PATIOS<br />

INDUSTRIAL OCCUPIABLE WINDOW BOXES<br />

<br />

<br />

<br />

EXPANDED METAL CATWALK<br />

A LIGHT AND PORUS STRUCTURE THAT NAVIGATES BETWEEN BRUTALISM AND MODERNISM<br />

<br />

<br />

VIEW TO HOLLYWOOD SIGN<br />

<br />

VIEW TO SANTA MONICA MTNS<br />

BRUTALIST GREEN/ ROCK WALK<br />

USING VISUAL CONNECTS TO ORDER THE WALK<br />

LOBBY OFFICES AND MISC PROG DISTRUBUTED THROUGHOUT<br />

VIEW TO EXPOSITION PARK<br />

<br />

<br />

Crazy Scheme<br />

VIEW TO LAX<br />

MODERNIST WHITE STRAWBOARD ENVELOPE<br />

CONNECTS UNDERNEATH BRUSTALISM AND TOWERS BETWEN<br />

<br />

<br />

A Zaha Hadid museum inspired<br />

residence. Using angular forms to<br />

develop the units and the structure<br />

as various tonic expressions of<br />

material with pragmatic functions.<br />

Units are nested within a green<br />

channel which have catwalks<br />

linking various levels and<br />

cantilevered truss patios. The<br />

whole structure floats above the<br />

ground plane touching down<br />

only at three points; the lift in<br />

the center and at each end.<br />

CONCRETE + STEEL FLOOR SLAB<br />

STAGGERED FLOORS AND MULTIPLE STORY UNITS CONCENTRATE MASS<br />

TERRACED BURM + HOBBIT GASTRO PUB<br />

PUBS + KITCHEN + STAGE = DAILY USE AND ENTERTAINMENT AND COMMUNITY INTERACTION<br />

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ONE WAY DOUBLE LOADED UNDERGROUND PARKING<br />

EFFICIENT UNI DIRECTIONAL + MECHANICS AND ELECTRICAL<br />

<br />

<br />

/Program Diagram<br />

/Plans<br />

Yek.25


St /Speedway Foodie<br />

3b<br />

25<br />

Speedway Foodie<br />

<br />

<br />

Elevated green walk with suspended<br />

residential units within a train bridge<br />

structure stemming from a gastro pub.<br />

Primary objective of the project<br />

was to create use of the site that<br />

would benefit the local community<br />

and neighborhood. Creating a new<br />

typology with a minimal footprint that<br />

can produce a new mix use building<br />

type. This could be deployed in<br />

similar freeway adjacent parcels.<br />

Primary strategy was to use a steel<br />

truss structure to elevate residences<br />

off the ground to leave the quietest<br />

portion of the site for communal uses.<br />

Hence, the public and communal<br />

program is located here. The focal<br />

point is a gastro pub that opens to<br />

ground level for overflow. Full bar and<br />

kitchen with event space and stage<br />

to accommodate any local need from<br />

community meetings to local shows.<br />

Structure is a simple open truss system<br />

that extends and wraps around its self to<br />

produce greater area to accommodate<br />

residences while creating a green walk<br />

that opens to the public and residences<br />

alike. Being the tallest structure in the<br />

immediate area allows for panoramic<br />

views of Downtown and Hollywood Hills.<br />

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Residential units are split level and sit<br />

at various heights within the structure.<br />

Units are accessed from both within<br />

the truss and the roof level of the truss.<br />

Constructed of steel rings, Insulated<br />

with an extruded translucent insulation<br />

and clad with a resin sheet. Internal<br />

dividers and panels are translucent as<br />

well so that the units glow with light at<br />

night and have plenty of day lighting.<br />

<br />

<br />

Yek.26


3b<br />

/Speedway Foodie St<br />

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<br />

<br />

<br />

<br />

Unit Organization<br />

Simple one side circulation and<br />

entry. This enables the versatility<br />

in placement within the structure<br />

as well as various floor heights<br />

<br />

<br />

<br />

1 br.<br />

<br />

<br />

/1 Bedroom 834 sqft<br />

<br />

<br />

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<br />

<br />

<br />

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<br />

/Studio 668 sqft<br />

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/3 Bedroom 1216 sqft<br />

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3 br.<br />

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<br />

<br />

/2 <br />

Bedroom 1051 sqft<br />

<br />

<br />

<br />

<br />

<br />

/Unit Floor Plans<br />

Parking Layout<br />

The underground parking solution<br />

meets all requirements as far as<br />

capacity, ADA, Turning radius, ramp<br />

slope, egress while still allowing<br />

two access points for stairs and lifts.<br />

Maintenance and trash facilities<br />

are located underground as well.<br />

/Underground Parking Level<br />

/Information + Site Board<br />

Yek.27


St /Speedway Foodie<br />

3b<br />

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/+5’<br />

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<br />

Plans + Weird Section<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

Plans are cut as various heights<br />

in order to best describe the<br />

ramping surface that with in<br />

the tube steel truss structure.<br />

<br />

/-5’<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

The section was cut “weird”<br />

in order to show all the major<br />

components. This was also<br />

done to show the various<br />

conditions of the project by<br />

peeling away components.<br />

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<br />

/Weird Section<br />

<br />

<br />

<br />

<br />

Yek.28


2 br.<br />

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Yek.29<br />

3b<br />

/Speedway Foodie St<br />

/-25’<br />

/+35’<br />

/+45’


St /Speedway Foodie<br />

3b<br />

Unit Plan + Wall Section<br />

Enlarged unit plan describing the<br />

organization at a larger scale as<br />

well as how the unit interfaces<br />

with the structure. The Enlarge<br />

wall section shows the material<br />

and construction methods used.<br />

01 - Roof Green Space<br />

02 - Private Garden Space<br />

01 - Roof Green Space<br />

02 - Private Garden Space<br />

03 - Public Walk<br />

04 03 - Bar - Public Roof Terrace Walk<br />

05 - Bar Exterior Patio<br />

06 - Entry Road<br />

07 - Clean<br />

08 - Sleep<br />

09 06 - Book - Entry Reading Road Seat<br />

107 - Dress - Clean<br />

11 - Store<br />

12 08 - Enter - Sleep<br />

13 - Cook + Eat<br />

14 - Live<br />

15 10 - Lobby - Dress<br />

16 - Grassy Knoll<br />

11 - Store<br />

- Decking<br />

12 - Grass - Enter<br />

- Wood Flooring<br />

13 - Cook + Eat<br />

- Pavers<br />

- Insulation<br />

04 - Bar Roof Terrace<br />

05 - Bar Exterior Patio<br />

09 - Book Reading Seat<br />

14 - Live<br />

15 - Lobby<br />

16 - Grassy Knoll<br />

- Decking<br />

- Grass<br />

- Wood Flooring<br />

- Pavers<br />

- Insulation<br />

06<br />

+1<br />

Meditate<br />

Store<br />

Sleep<br />

Read<br />

Dress<br />

Watch/<br />

Converse<br />

Eat<br />

Lounge<br />

B<br />

Clean<br />

Store<br />

Climb<br />

Store<br />

Cook<br />

/1 Bedroom Unit Plan + Layout<br />

Insulation<br />

Pillow<br />

03<br />

Translucent<br />

Divider<br />

Created and envisioned so that<br />

the overall figure would be filled<br />

with and emit light.<br />

Translucent<br />

enclosure, insulation, dividers<br />

would produce the<br />

desired effect.<br />

01<br />

/1 Bedroom Unit Perspective<br />

Yek.30


A<br />

15<br />

3b<br />

/Speedway Foodie St<br />

+28<br />

+24<br />

07<br />

+35<br />

08<br />

12<br />

+25<br />

05<br />

+19<br />

+28<br />

10<br />

+1<br />

09<br />

11<br />

14<br />

16<br />

+5<br />

13<br />

B<br />

02<br />

A<br />

04<br />

+13<br />

+27<br />

Plan Detail<br />

/Plan Detail<br />

Scale: 1/2" = 1'-0"<br />

/Wall<br />

Yek.31<br />

Detail<br />

Wall Detail<br />

Scale: 1" = 1'-0"


St /Speedway Foodie<br />

3b<br />

Unit Structure<br />

Four partial units and one complete<br />

unit was construction for the<br />

structural model. These consisted<br />

of the primary bent wide flange<br />

structure as well as the secondary<br />

wood framing members, sub<br />

floor and cantilevered stairs.<br />

/Interior Perspective<br />

Yek.32


3b<br />

/Speedway Foodie St<br />

Completed Structure Model<br />

Assembled structure model with<br />

units in place and the model<br />

mounted on a cantilevered<br />

base and the wall.<br />

Yek.33


Cn /Half Truss Table<br />

3b<br />

/Finished Table in Metal Shop<br />

Yek.34


3b<br />

/Half Truss Table Cn<br />

/First Perspective<br />

/Second Perspective<br />

/Corner Condition<br />

/Site Mounting Pin<br />

28'-3"<br />

38'-11 15/16"<br />

G<br />

Half Truss Table<br />

Welded steel model base<br />

27<br />

A<br />

35'-3 7/8"<br />

B<br />

25'-6"<br />

24'-0"<br />

H<br />

C<br />

33'-6"<br />

32'-0"<br />

E<br />

36'-6 3/4"<br />

F<br />

Great effort was made in trying to<br />

create a model base that reflected<br />

an aspect of the project. Hence,<br />

a truss derived configuration that<br />

takes the structure of a truss and<br />

splits it. What looks very unstable<br />

is actually quite stable as a direct<br />

result of the construction welds.<br />

41'-4 11/16"<br />

28'-3"<br />

D<br />

/Construction Drawing<br />

Yek.35


Cn /SCI-Arc Grad Pavilion<br />

Su<br />

35<br />

SCI-Arc Grad Pavilion<br />

Steel Fabrication + Rope Knitting<br />

Rope Installation and Documentation<br />

for Oyler Wu Collaborative<br />

(Adj. Photos Courtesy of Dwayne Oyler)<br />

Participated in modeling, building,<br />

steel fabrication, rope knitting,<br />

planning, installation, welding, and<br />

process documentation via photo<br />

and video. Project was fabricated<br />

over the course of two months.<br />

The finished pavilion housed the<br />

graduation ceremony for SCI-Arc.<br />

/Footing + Rope Tie Off<br />

Yek.36


Su<br />

/SCI-Arc Grad Pavilion Cn<br />

/Stage<br />

/SCI-Arc Graduation<br />

Yek.37


Cn /SCI-Arc Grad Pavilion<br />

Su<br />

/Foundation cage Drawing<br />

/Rebar Bending Rod<br />

/Rebar Cutting<br />

/Cut + Bent Rebar<br />

Yek.38


Su<br />

/SCI-Arc Grad Pavilion Cn<br />

/Rebar Welding<br />

Foundation Cage<br />

Foundation cage fabrication<br />

consisted of creating a bending<br />

jig for the rebar as well as<br />

assembly and welding of the<br />

cages within a high tolerance.<br />

/Finished Cage<br />

Yek.39


Ap /JWRH<br />

4a<br />

The Maya modeled volume was<br />

printed to scale and mounted on<br />

1/4” steel plate, the same as the<br />

proposal. This volume was used to<br />

trim the construction to give it the<br />

desired form and spatial qualities.<br />

/Model Front + Scale Figure<br />

JWRH<br />

Julienned White Rabbit Heart<br />

37<br />

Developing a figure that stems from<br />

3 points to one off center to 4 point<br />

to support a load was the primary<br />

problem. The second part to the<br />

problem was doing this with 1/4”<br />

plate steel. As a design problem<br />

the initial approach was to design a<br />

volume that would hit the required<br />

points and create an interior space<br />

with certain effects like hunching<br />

under and being able to see up<br />

and through the structure.<br />

/Model Perspective<br />

Yek.40


4a<br />

/JWRH Ap<br />

/Render in SCI-Arc North Gallery<br />

Final design renderings of the<br />

proposed steel plate structure. It<br />

would be placed within<br />

SCI-Arc and support a weight<br />

of approximately 4 000 lbs.<br />

/Interior Render in SCI-Arc North Gallery<br />

Yek.41


St /Union Station<br />

4a<br />

Union Station<br />

39<br />

Master plan for new developments<br />

The studio design problem is the<br />

addition of three million sqft in mix<br />

use residence programing added<br />

to the existing Union Station site.<br />

There is also the addition of tracks<br />

and a high speed rail station.<br />

The second challenge in addition to the<br />

program is the goal of maintaining as<br />

much of the existing without disruption.<br />

In addition to the above there is the<br />

larger question of transit and Union<br />

Stations role in the larger picture of<br />

the Los Angeles transit system.<br />

(1)<br />

(6)<br />

(2)<br />

(5)<br />

(3)<br />

(4)<br />

/Split<br />

Yek.42


4a<br />

/Union Station St<br />

(1)<br />

(6)<br />

(2)<br />

(5)<br />

An important part of the<br />

architectural practice should<br />

be models and drawings done<br />

manually/ physically. The aesthetic<br />

quality and invaluable development<br />

of the process is invaluable.<br />

(4)<br />

(3)<br />

/Joint<br />

Split vs Joint Drop Off<br />

First scheme splits bus departures and vehicular drop off/ pick up. Bus<br />

Departures (6) come off of Caesar Chavez Tunnel (1)and leave the same<br />

way. Other vehicle traffic drop off (5) comes from Vignes (2)and the freeway<br />

(3) and leave either back on the freeway or exit onto Alameda (4).<br />

The other scheme uses the Chavez tunnel as entry and<br />

departure for all vehicle types but still keeps a drop off<br />

area (5) adjacent to the freeway and separate.<br />

Yek.43


St /Union Station<br />

4a<br />

Circulation Paths<br />

Model exhibiting various transit,<br />

pedestrian and vehicular access routes.<br />

/Circulation Model of Transit Modes<br />

Yek.44


4a<br />

/Union Station St<br />

Suspended Program<br />

Distribution of program in suspended volumes<br />

clears the track level and enables new<br />

program not to interfere with existing. This also<br />

allows all the program to be relatively dense<br />

making the distance to and from various tracks<br />

and transportation quicker. The eight program<br />

volumes are hung and/ or cantilevered<br />

from six structural circulation cores. This<br />

system relies heavily on the volumes being<br />

counter balanced with one another.<br />

Multi Level Platforms<br />

One solution for adding more tracks and<br />

increase pedestrian flows is to separate tracks<br />

to various levels and use the levels to separate<br />

pedestrian traffic. In this way you can allow<br />

unidirectional flows in and out of trains, which<br />

has in and of itself greater efficiencies. Moving<br />

tracks vertically also allows larger wider<br />

platforms to accommodate more people.<br />

/Multi Level Platform Model<br />

/Suspended Program Model<br />

Yek.45


St /Sky City Transit<br />

4a<br />

Sky City Transit<br />

41<br />

Encouraging public/ shared transit through<br />

elevated means.<br />

Los Angeles is a city that has been<br />

developed over the past century<br />

around the personal automobile.<br />

In the beginning it was based on<br />

rail car stations. The first freeway<br />

was a converted bike way from Los<br />

Angeles to Pasadena<br />

C<br />

D<br />

A<br />

C<br />

E<br />

Wilshire / Western Station<br />

J<br />

H<br />

I<br />

K<br />

Vermont / Beverly Station<br />

W<br />

X Y<br />

T U<br />

V<br />

5<br />

4<br />

Z<br />

Wilshire / Vermont Station<br />

F<br />

G<br />

M N O<br />

1 2<br />

The City for a brief moment was<br />

organized and developed around<br />

Public transit and non motorized<br />

forms of transit. Allowing the<br />

majority to navigate a decentralized<br />

city. A new network typology<br />

and infrastructure is required<br />

to transition the transit back to<br />

Public and non motorized forms<br />

of transport. Functions at the<br />

various levels of incoming transit.<br />

L<br />

Wilshire / Normandie Station<br />

P<br />

Q<br />

R<br />

Q<br />

3<br />

14<br />

16<br />

10<br />

6<br />

7<br />

8 9<br />

12<br />

11 13<br />

18<br />

19<br />

Westlake / MacArthur Park Station<br />

Union Station will be the start<br />

and Major hub of this new Transit<br />

Network Typology. This new<br />

network forms that of an elevated<br />

bike/ walk way will encouragement<br />

motorized forms of transport and<br />

free streets of cars to enable the<br />

transition to dedicated lanes for<br />

public and shared transit. At the<br />

hub is an network of structures used<br />

to elevated program structures.<br />

/Vicinity Transit Map<br />

Yek.46


4a<br />

/Sky City Transit St<br />

R<br />

Chinatown Station<br />

S<br />

T<br />

U<br />

V<br />

W<br />

X<br />

Y<br />

Z<br />

1<br />

2<br />

3<br />

4<br />

5<br />

6<br />

7<br />

8<br />

Vicinity Transit Map<br />

M<br />

L<br />

D<br />

Initial research drawing on<br />

the existing transit systems<br />

and conditions. Indicating<br />

major lines and stops.<br />

F<br />

E<br />

C<br />

I<br />

H<br />

G<br />

B<br />

A<br />

Civic Center Station<br />

A<br />

J<br />

J<br />

A<br />

N<br />

S<br />

Pershing Square Station<br />

K<br />

L<br />

U<br />

T<br />

J<br />

Z<br />

B<br />

X<br />

W<br />

O<br />

P<br />

Little Tokyo Station<br />

M<br />

D<br />

E<br />

P<br />

C<br />

O<br />

N<br />

I<br />

Q<br />

A<br />

F<br />

H<br />

V<br />

Q<br />

G<br />

Y<br />

R<br />

Bus Stop<br />

Metro Station<br />

Gold Line<br />

Red Line<br />

Purple Line<br />

High Speed Rail<br />

Freeway<br />

Bike Route<br />

Rapid Transit Line<br />

Vicinity / Transit<br />

1000 2000<br />

5000<br />

Yek.47


St /Sky City Transit<br />

4a<br />

Union Station Context<br />

The proposed structure sitting within the existing context of the<br />

surrounding area and Union Station. Sited just above the tracks.<br />

Yek.48


4a<br />

/Sky City Transit St<br />

/Isometric of Union Station Proposal<br />

Yek.49


Program<br />

St /Sky City Transit<br />

4a<br />

Translucent Canopy<br />

Kiosk<br />

Elevated Train<br />

Structure<br />

Sky Light/ Ventilation<br />

High Speed Rail<br />

4 Platform Levels and 4<br />

Tracks. Long Wide with Uni-<br />

Directional Circulation to<br />

help with crowds<br />

Program Articulation<br />

Similar to before but articulated<br />

in a similar way to one another<br />

so that it all reads as the same<br />

language. This is done to create<br />

a more cohesive environment.<br />

Stairs/ Escalator<br />

Parking Structure<br />

Balcony<br />

Support Column<br />

Open Courtyard<br />

Residences<br />

Cutting at the exterior to create<br />

private and public balconies.<br />

internal open court yards allow<br />

ramp circulation access. Partial<br />

suspended and column<br />

supported.<br />

Placed adjacent to East Portal<br />

entrance and freeway this would<br />

be the major entrance for<br />

pedestrian vehicles through<br />

Vignes or 101 Freeway. 11 story<br />

primary structure for long term<br />

and temporary parking. extens at<br />

grade under existing tracks to<br />

create vehical drop-off that<br />

connects to both Cores and<br />

existing track tunnel. This level<br />

also exits to Alameda and 101<br />

Freeway<br />

Structure<br />

Primary Parking<br />

Grade Level Vehicle Drop-Off<br />

Employee Parking<br />

Ramp Opening<br />

Void for Core<br />

Yek.50


4a<br />

/Sky City Transit St<br />

Retail<br />

Open Program<br />

Ramp Circulation<br />

Exterior Store Front<br />

Green Walk<br />

Slabs use flowing<br />

Multi Level Planes to Create<br />

an Exterior Terrain that Allows<br />

Exterior Park Like Store Fronts<br />

Exterior Circulation/ Open Program<br />

Kiosk<br />

Pedestrian Walk<br />

Stair<br />

Truss<br />

Bike Path<br />

1:15 Ramps are used to<br />

traverse program and other<br />

cicrculation, bridging between<br />

via truss structure and<br />

suspension cables. Lower level<br />

are uni directional bike paths<br />

and above is open pedestrian<br />

walk with open program spaces<br />

and space allocation for kiosks.<br />

Major Connectors have two<br />

pedestrian levels<br />

Office<br />

Offices<br />

Using Channels to cut through the<br />

floors allow a narrow office space<br />

fo better light and natural<br />

ventilation while also creating<br />

exterior spaces for Eating/<br />

Smoking.<br />

Exterior Open Program<br />

Exterior Courtyard<br />

Large Private Office Suites<br />

Primary Navigation Levels<br />

Support Structure<br />

Open Program/ Planted Area<br />

Flat Circulation<br />

Used to traverse the site from<br />

east to west. 3 sets exist, one<br />

coming from Metro HQ, the<br />

second from East Portal and the<br />

third from the Parking Structure.<br />

is open program which can be<br />

planted allow for kiosk. Lower<br />

levels are used to navigated<br />

laterially between platorms and<br />

types of transport.<br />

Performace Area<br />

Entertainment<br />

Maximizing floor area and ceiling<br />

height to create large open<br />

volumes with mezzanine/ balcony<br />

areas to acomodate various types<br />

of events.<br />

Mezzanine<br />

Exterior Patio/<br />

Open Program<br />

Concrete Structure<br />

Lift<br />

Ramp<br />

Kiosk<br />

Courtyard/ Attrium<br />

Stairs<br />

Structural Core<br />

Primary Structural Support for<br />

programatic spaces as well as<br />

Ramp Circulation. Support via<br />

Suppension or Catalevers. A<br />

double walled ribben like tube<br />

carriers all load to the ground<br />

keeping the track level mostly<br />

open as well as connecting<br />

various levels and program<br />

through out. Ramps in opposing<br />

directions are 1:15 with at<br />

minimum 2 lifts at most 4 lifts.<br />

stairs run from below to top<br />

levels. Ment to create a vertical<br />

pedestrian walk.<br />

Yek.51


St /Sky City Transit<br />

4a<br />

Plans<br />

Plans at various levels<br />

representing the over all site,<br />

track levels and tunnel levels.<br />

Caesar Chavez Tunnel<br />

Existing Apartments<br />

Existing Apartments<br />

Metro HQ<br />

Metro HQ Parking<br />

Bus Drop Off<br />

Union Station<br />

East Portal<br />

Union Station<br />

Existing Train Tunnel<br />

East Portal<br />

East Portal Parking<br />

Amtrak Maintenance<br />

Bus Roundabout<br />

First 5<br />

Personal Vehicle<br />

Drop Off / Pick up<br />

New<br />

Parking<br />

Structure<br />

Metro District Water<br />

El Monte Bus Way<br />

/Site Plan<br />

/Plan at Existing Tunnel Level<br />

El Monte Bus Way<br />

Yek.52


4a<br />

/Sky City Transit St<br />

Plan at Height<br />

Plan cutting through the upper floor of program. Color volumes are<br />

program. Five of seven residential block are cut through and exhibits<br />

the roof condition of the other two. Also shown is an office and<br />

entertainment theatre with a balcony condition . Retail is also shown cut.<br />

Residential Block<br />

Existing Apartments<br />

Metro HQ<br />

Metro HQ<br />

Theatre<br />

Ramp<br />

High Speed Rail<br />

Canopy<br />

Union Station<br />

Existing Tracks<br />

East Portal<br />

Residential<br />

Block<br />

East Portal<br />

Amtrak Maintenance<br />

Bus Roundabout<br />

Retail<br />

High<br />

Speed<br />

Station<br />

New<br />

Parking<br />

Structure<br />

Parking Structure<br />

Metro District Water<br />

Metro District Water<br />

Office<br />

Mix Use<br />

Block<br />

El Monte Bus Way<br />

/Plan at Existing Track Level<br />

/Plan at Height<br />

Yek.53


St /Sky City Transit<br />

4a<br />

Ceasar Chavez Tunnel Bus Drop-Off Entrance/ Exit Metro HQ Metro HQ Parking High Speed Rail Major Ramp Circulation East Portal/ Tunnel Subway Lift<br />

Core Ramps Kiosk<br />

St<br />

Yek.54


4a<br />

/Sky City Transit St<br />

Sections<br />

The sections are essentially<br />

the same cuts as before but<br />

with increased development<br />

and articulation in all aspects.<br />

Flat Circulation High Speed Rail East Portal<br />

A-A / C-C Sections<br />

48<br />

96<br />

Bus Roundabout<br />

240<br />

airs<br />

Program Blocks<br />

Vehicle Drop-Off<br />

Parking<br />

Residences<br />

El Monte Busway<br />

Freeway<br />

Subway<br />

Tunnel<br />

/Longitudinal + Transverse Section<br />

Yek.55


St /Sky City Transit<br />

4a<br />

Renderings<br />

Taken from the pedestrian<br />

ramp above to the subway<br />

below looking through the<br />

towering structure to the<br />

sky. The interstitial middle<br />

flat section exhibits the<br />

largest tower, high speed<br />

rail station and the various<br />

program types including<br />

the suspended ramps.<br />

/Elevated Pedestrian + Cycling Ramp<br />

/Subway Intersection Open to Sky<br />

/Flat Transition Adjacent to High Speed Rail<br />

Yek.56


4a<br />

/Sky City Transit St<br />

/Core + Existing Red/ Purple Line Subway<br />

/Cable Suspended Model<br />

Below Grade Physical Model<br />

The model construction started<br />

from below grade and worked<br />

its way up. The subway was<br />

built first which includes the<br />

track level, platform, mezzanine<br />

and entrance from East Portal.<br />

Also below grade is a core<br />

that intersects the subway and<br />

provides access to parking<br />

and the above levels.<br />

/Parking Level + Core<br />

Yek.57


St /Sky City Transit<br />

4a<br />

/Core + Elevated Rail + High Speed Station<br />

Above Grade Physical Model<br />

A sectional that is cut on three sides contains the SE<br />

corner of the station. It cuts the East Portal building<br />

in half. Above grade features include the tracks,<br />

elevated rail, high speed rail station, a whole core as<br />

well as a partial core. Ground condition for the East<br />

portal is evident as well as the subway entrance.<br />

/Core + Elevated Rail + High Speed Station<br />

/Core + High Speed Rail<br />

Yek.58


4a<br />

/Sky City Transit St<br />

Model Stand + Mover<br />

Steel Stand is a derivative<br />

of the suspended structural<br />

system in the project. Three<br />

legs similar to the core and<br />

the model is an example of<br />

the suspended residences.<br />

/Suspended Model in Stand + Moving Cart<br />

/Tensioned Cables Clamp to Base<br />

/Cables and Mounting Points<br />

Yek.59


Cs /M 2 CBWD<br />

4b<br />

M 2 CBWD<br />

Micro Multi Couple<br />

Bubble Wrapped Dwelling<br />

43<br />

A critical component to stainability is<br />

doing more with less. It is important<br />

that architecture encourages greater<br />

efficiencies in living, e.g. higher<br />

population densities on a lot. Also to<br />

encourage more common open shared<br />

space resulting in a greener cityscape.<br />

Water in Los Angeles is an expensive<br />

commodity. Three quarters of the<br />

cost of water is related to energy<br />

required to pump water from<br />

various locations to Los Angeles. It<br />

is important to retain as much rain<br />

water as possible to cut dependency<br />

on pumping. The amount of rainfall<br />

that falls on a standard lot is enough<br />

water to sustain 12 people for a year.<br />

Materials used should be easily<br />

reusable and recyclable by avoiding<br />

the use of plastics and adhesives.<br />

Minimizing hardware enables<br />

recycling and reusing materials far<br />

easier . This all results in building<br />

components having a longer<br />

succeeding lives in other buildings.<br />

Dwelling One<br />

Bubble Wrapped<br />

Enclosures<br />

4.5 KW Sterling Engines<br />

Dwelling Two<br />

Expanded Metal Decks + Car Park<br />

Sloped Concrete Grade<br />

Retention Ponds<br />

Typical Water Mid Water Level Max Water Level Tank Orentation<br />

Shared Deck<br />

/Aerial Perspective<br />

Water<br />

Water Levels can vary<br />

depending on Tank Capacity<br />

or through the use of closing<br />

tanks and plumbing in order<br />

to achieve a typical water<br />

level or full retention.<br />

5570 Gallon Tank (12x)<br />

Each Person is Allocated<br />

~15 gallons of water a day<br />

/Water Level + Storage Tank Diagram<br />

Yek.60


4b<br />

/M 2 CBWD Cs<br />

Closet<br />

Private + Common<br />

Each dwelling is organized<br />

into three sections. Two of<br />

which are private and the<br />

other common. The privates<br />

space consist of bedrooms<br />

that have their own baths.<br />

The common space consist of<br />

the living, kitchen and Dining<br />

Spaces. The and dining make<br />

use of moveable furniture in<br />

order to make use of as little<br />

or as much space as possible.<br />

Private<br />

Common<br />

Private<br />

/Plan<br />

Car Parking<br />

Seat +<br />

Hidden Bath<br />

Storage<br />

Bedroom<br />

Sink<br />

Turntable<br />

Living Kitchen Dining<br />

Bedroom<br />

Bedroom<br />

Seat +<br />

Hidden Bath<br />

Seat +<br />

Hidden Bath<br />

Shared Deck<br />

Bedroom<br />

Living<br />

Seat +<br />

Hidden Bath<br />

Seat +<br />

Hidden Bath<br />

Bed<br />

Bedroom<br />

Kitchen Dining<br />

Bench<br />

Table<br />

Built-in Bench<br />

Sink<br />

Bedroom<br />

Toilet<br />

Tub<br />

Car Parking<br />

Car Parking<br />

Interior<br />

Interior private spaces are<br />

separated by a common<br />

space that can serve multiple<br />

functions. All the furnishings<br />

are design to be nested and<br />

compact when unused.<br />

Sterling Engine<br />

Car Parking<br />

Retention Tanks<br />

Living Bed Dining<br />

Shared Deck<br />

Living Kitchen Dining<br />

Retention Tanks<br />

/Section A<br />

/Interior In Use Perspective<br />

/Interior Open Space Perspective<br />

/Cantilevered Private Areas Exterior Perspective<br />

Yek.61


Ap /Mat Lab 2.0<br />

4b<br />

Mat Lab 2.0<br />

45<br />

COB + OWF + Mock Up + Testing<br />

The last material lab without anything being built this time around it was super exciting<br />

with the possibility of the project becoming a permanent structure in SCI-Arc.<br />

The semester started with a simple idea of taking a standard wide flange<br />

and de constructing it. It evolved to a reconstructed wide flange that would<br />

become a beam that would transition from various standard steel sections<br />

into one another and this would compliment its movement and load.<br />

Chill Out Beam was a heuristic project that used a concrete mass,<br />

doubling as an chill out space, would demonstrate visual its weight and<br />

the forces it exerts on the beam as it hangs acting as a cantilever.<br />

For many reasons nothing will be built permanently. A piece of the beam was<br />

fabricated in aluminum and tested to failure. The beam was incredibly strong<br />

and as a cantilever its webbing deformed until it fell out of the rig.<br />

Re Constructed Wide Flange<br />

Second version of this was to<br />

look at various types of steel<br />

sections and how they might<br />

transition into one another and<br />

how this might occur for structure<br />

or programmatic reasons.<br />

Hanging Cantilevered Beam<br />

The last variation of this was<br />

reproposing the beam into a<br />

hanging cantilevered element<br />

that could possibly support a<br />

weight as a heuristic exercise<br />

or a program space.<br />

De Constructed Wide Flange<br />

Initial concept was de constructing<br />

the wide flange by separating<br />

the flange from the web and re<br />

purposing these components into<br />

a new from with multiple purposes.<br />

Yek.62


4b<br />

/Mat Lab 2.0 Ap<br />

Alternate Transitions<br />

Transitions<br />

The beam transitions take a natural progression of sections<br />

moving the web between flanges to create the variation.<br />

Each regular section of steel extends 8” before it transitions to the next profile.<br />

Each transition is 24” in length generally.<br />

The production of the Beam would be done by cutting and bending flat steel plate.<br />

A<br />

B<br />

C<br />

New Beam<br />

A<br />

B<br />

C<br />

Original Beam<br />

Top<br />

Section A-A<br />

Section B-B<br />

Section C-C<br />

/Beam Elevations + Sections<br />

Yek.63


Ap /Mat Lab 2.0<br />

4b<br />

Data:<br />

Total # of 4’ x 8’ sheets: 5<br />

Total # of pieces: 95<br />

Total linear feet of welds: 189’<br />

total weight of pieces: 1632 lbs.<br />

Total linear feet of cutting: 249’<br />

Misc. Data: concrete weight<br />

equates to 183.6 Cubic feet of<br />

concrete and weighs 27,540 lbs.<br />

Mezzanine<br />

Studio<br />

Chill Out Beam<br />

The primary premise of this<br />

scheme is to use a single pice<br />

of steel that will morph into a<br />

variety of sections to cantilever<br />

a concrete mass that will act as<br />

a chill out spot for students.<br />

The Concrete is formed to create<br />

the platform, stair, guard rail and<br />

seating. Current it is approximately<br />

183 cubic ft of concrete which<br />

equates to 27 540 lbs.<br />

The Beam transitions from various<br />

types of standard extruded steel<br />

sections using the wide flange<br />

as the initial and last state.<br />

Juror<br />

Existing<br />

Studio<br />

/COB Perspective<br />

Yek.64


4b<br />

/Mat Lab 2.0 Ap<br />

/Low Wide Perspective<br />

/At Stair Perspective<br />

/COB Transitions Exploded Isometric<br />

/Plan<br />

/Sitting in Chaise Perspective<br />

Yek.65


Ap /Mat Lab 2.0<br />

4b<br />

Channel to Triangle Beam<br />

Beam Prototype<br />

DATA:<br />

TOTAL # OF 4' x 8' SHEETS: 1<br />

TOTAL # OF PIECES: 6<br />

TOTAL LINEAR FEET OF WELDS: 24’<br />

TOTAL WEIGHT OF PIECES: 1632 lbs.<br />

TOTAL LINEAR FEET OF CUTTING: 105’<br />

Wide Flange to Triangle Cantilever<br />

The primary premise of this scheme is to use<br />

a single pice of steel that will morph into a variety<br />

of sections to cantilever a concrete mass<br />

that will act as a chill out spot for students.<br />

The Concrete is formed to create the platform,<br />

stair, guard rail and seating. Current it is<br />

approximately 183 cubic ft of concrete which<br />

equates to 27 540 lbs.<br />

The Beam transitions from various types of<br />

standard extruded steel sections using the<br />

wide flange as the initial and last state.<br />

COVER SHEET<br />

GROUP 3 <strong>Richard</strong> <strong>Lucero</strong>, Kevin Chen, Joseph Chiafari AS MATERIAL LAB SEMINAR - SPRING 2012<br />

DATE: 2012-02-27 1<br />

Yek.66


4b<br />

/Mat Lab 2.0 Ap<br />

Plasma cut sheets are prepped by grinding to finish the edges.<br />

Pieces are twisted to form and placed in their correct location and<br />

clamped into place.<br />

Welds are cleaned up where necessary.<br />

Testing Supports are cut and constructed<br />

from thicker steel to ensure it<br />

does not fail before the piece.<br />

Angled Supports are made for the other end of the Beam which will then be attached to a column.<br />

GROUP 3 <strong>Richard</strong> <strong>Lucero</strong>, Kevin Chen, Joseph Chiafari AS MATERIAL LAB SEMINAR - SPRING 2012<br />

PROTOTYPE<br />

FABRICATION PROCESS<br />

Yek.67


Ap /Mat Lab 2.0<br />

4b<br />

1/2” Plate to Distribute Load<br />

Shackle<br />

1/2” Thick Steel Base<br />

- Piece not Attached,<br />

Only Friction Held.<br />

3/16” Wire Rope<br />

1” Deep Concrete<br />

Anchors (6x)<br />

Pulley to Redirect Force<br />

Wire Rope to Winch<br />

Steel Bracket to Secure<br />

Guide Wire to insure<br />

vertical loading<br />

CANTILEVER TESTING RIG<br />

GROUP 3 <strong>Richard</strong> <strong>Lucero</strong>, Kevin Chen, Joseph Chiafari AS MATERIAL LAB SEMINAR - SPRING 2012 14<br />

Pulley to Redirect Force<br />

Yek.68


4b<br />

/Mat Lab 2.0 Ap<br />

Cantilevered Beam<br />

Failed as a result of deformation<br />

of the web under<br />

load until the pieced<br />

fell out of the base.<br />

CANTILEVER TESTING<br />

GROUP 3 <strong>Richard</strong> <strong>Lucero</strong>, Kevin Chen, Joseph Chiafari AS MATERIAL LAB SEMINAR - SPRING 2012<br />

RESULT 15<br />

Yek.69


St /FReD<br />

4b<br />

FReD<br />

57<br />

Folding Residential Dwelling<br />

Solar Decathlon Schematic Design<br />

The primary driver for this scheme<br />

was to create an easily transportable<br />

and deployable . The project<br />

developed from a fairly complex<br />

design with multiple moving parts<br />

and portions that slide vs fold.<br />

Eventually the scheme would<br />

be simplified in order to bring<br />

the probably cost to something<br />

more reasonable and went with<br />

a version that was all folding in<br />

order to strengthen the design.<br />

/FReD V27 - Midterm Presentation Rendering<br />

Yek.70


4b<br />

/FReD St<br />

Folding Residential Education Deployment<br />

SCI-Arc Solar Decathlon 2013<br />

A Leodan Castillo & <strong>Richard</strong> <strong>Lucero</strong> Colaboration<br />

FReD V47<br />

Easily transportable exhibition<br />

educational demonstration<br />

home. Utilizing integrated<br />

PV glazing and MEP systems,<br />

natural ventilation, natural<br />

materials and finishes.<br />

/FReD V47 - Post Final Exterior<br />

/FReD V47 - Post Final Interior<br />

Yek.71


St /FReD<br />

4b<br />

Area + Volume<br />

Enclosed Square Footage<br />

of the home is minimal but<br />

utilizes built-ins and flexible<br />

furniture to enable variation<br />

in use of space. Exterior<br />

decks link the home to the<br />

exterior environment as well<br />

as increase living areas.<br />

Volume is used as a way<br />

of both creating an easier<br />

conditioned space and a<br />

space that could be cozy<br />

without feeling closed<br />

and short and confined.<br />

Transition<br />

The program was broken by<br />

programmatic function and<br />

level of privacy. Transition<br />

from most public to most<br />

private in a linear fashion.<br />

Most Public / Greet Public / Live Common / Work Private / Rest Most Private / Clean<br />

34 sqft<br />

The Private portions of the<br />

home are also at a higher<br />

elevation and make use of a<br />

translucent divider<br />

6’9”<br />

59 sqft<br />

129 sqft<br />

(157 sqft Deck)<br />

689 sqft<br />

175 sqft<br />

(71 sqft Open Kitchen) 156 sqft 29 sqft<br />

12’0”<br />

4911 cuft<br />

35 sqft<br />

29 sqft<br />

6’5”<br />

1’0”<br />

1546 cuft<br />

7’6” 12’6”<br />

9’0” 2’6” 11’6” 3’3”<br />

1555 cuft<br />

1810 cuft<br />

/Area vs Volume<br />

/Public to Private Program Transition<br />

Yek.72


4b<br />

/FReD St<br />

Insulation<br />

Typical Wall Construction:<br />

Primary Steel Frame<br />

Type 5 In fill Framing<br />

Typical Batt Insulation (4.3R/ IN)<br />

1” Min. Ply Sheathing<br />

Wood Finish on Int. & Ext. (2.521R/ IN)<br />

The Thinnest Walls on North<br />

have a minimum of 4” of<br />

batt insulation rated @ 4.3<br />

= 17.2R with the addition<br />

of 1” osb /wood finish on<br />

both sides with an R Value<br />

of 2.521 = 5.042R. Total<br />

minimum R value of 22.242<br />

The Thickest Walls on South<br />

are minimum of 11” insulation<br />

not counting any insulating<br />

value of garments or other<br />

items stored in these walls and<br />

the bed when folded up. This<br />

equates to a rating of 47.3<br />

with the addition of 1” osb and<br />

finishing value of 5.042. Total<br />

maximum R Value of 52.342<br />

Floor Thickness is at a minimum<br />

of 9.6” batt insulation with a<br />

rating of 41.28 plus the typical<br />

5.042 rated osb and wood<br />

finish. Total R value of 46.32<br />

Ceiling is a Minimum of<br />

10” batt insulation with a<br />

R Value of 43 plus typical<br />

5.042 rated osb/ wood<br />

finish. Total R value 48.042<br />

Windows<br />

All glazing shall be double pane low-e<br />

glass with a 1/2” airspace. Aluminum<br />

frame with a thermal break equals a<br />

Total R Value of 2.04<br />

Ceiling<br />

10” Insulation Typ.<br />

Removable Window Insulating Panels<br />

A 2” semi rigid panel would be used when need to cover and seal<br />

glazing. These would be cellulose filled with a rating of 3.1/ IN. They<br />

would be stored in Cabinets and most likely portions of the floor.<br />

Total R value of 7.6<br />

3” Water Tubes<br />

5.3” Insulation<br />

4.4’x8’x9”<br />

Water Tank<br />

Floor<br />

17” Insulation<br />

Floor<br />

9.5” Insulation<br />

6.5’x7’x9”<br />

Water Tank<br />

Skylight<br />

11.8” Insulation<br />

13.6” Insulation 13.6” Insulation<br />

7.75” Insulation<br />

4” Insulation 4” Insulation<br />

4” Insulation<br />

Floor<br />

9.5” Insulation<br />

6.5’x7’x9”<br />

Water Tank<br />

5” Insulation<br />

Floor<br />

9.5” Insulation<br />

4” Insulation<br />

Floor<br />

14” Insulation<br />

Insulation Goal<br />

The primary goal would be to get<br />

the need of insulation down to a<br />

level where the use of cotton batts<br />

be eligible.<br />

12.8” Insulation<br />

4” Insulation<br />

11.3” Insulation<br />

13” Insulation<br />

/Wall Thickness<br />

Yek.73


St /FReD<br />

4b<br />

Solar Thermal Tubes<br />

34 6.75’ Tubes @ -15º<br />

Onyx Solar<br />

Crystalline Glazing<br />

16 Watts / Square foot<br />

@ 0º 110.6 SQFT (16.7W/SQFT) = 1847W<br />

Onyx Solar<br />

Crystalline Glazing<br />

16 Watts / Square foot<br />

@ 0º 100 SQFT (16.7W/SQFT) = 1670W<br />

Onyx Solar<br />

Crystalline Glazing<br />

16 Watts / Square foot<br />

@ 11.5º 54.5 SQFT (16.7W/SQFT) = 910.1W<br />

Onyx Solar<br />

CIGS Glazing<br />

11 Watts / Square foot<br />

@ 90º 115 SQFT (12W/SQFT) = 1380W<br />

Solar Thermal Tubes<br />

34 9.4’ Tubes @ 0º<br />

Onyx Solar<br />

Crystalline Glazing<br />

16 Watts / Square foot<br />

@ 11.5º 59.3 SQFT (16.7W/SQFT) = 990.3W<br />

Onyx Solar<br />

CIGS Glazing<br />

11 Watts / Square foot<br />

@ 90º 83.5 SQFT (12W/SQFT) = 1002W<br />

/Solar Thermal + PV Glazing Specifications<br />

Solar Thermal Tubes<br />

PV Glazing<br />

0º<br />

15º 11.5º<br />

90º<br />

Solar Thermal<br />

These tubes wrap the Dining area and used<br />

for pre heating water. They are also used for<br />

insulating the skylight. The idea is that some of the<br />

tubes would be evacuated while others maybe<br />

just water tubes for insulating or aesthetic. .<br />

Onyx Solar PV Glazing<br />

This configuration uses opaque panels gaining<br />

the highest efficiency for PV Glazing. The goal<br />

would be to reduce the PV need so that the use of<br />

translucent and color glass PV could be use to have<br />

a more versatile design. Already there is a 23%<br />

performance buffer that could be used for design.<br />

Solar Thermal Tubes<br />

West Elevation<br />

15º 11.5º<br />

West Elevation<br />

PV Glazing<br />

0º<br />

90º<br />

/East Elevation - Solar + Thermal Angles<br />

Yek.74


4b<br />

/FReD St<br />

MEP<br />

Mechanical Room is situated just off the front<br />

porch and hidden behind a couple of doors.<br />

Condenser is open to above while the<br />

junction boxes and water heater sit below.<br />

Water storage tanks and grey<br />

water tanks sit in the floor.<br />

Heating and cooling units sit high and<br />

across the living and bedroom spaces. Air<br />

purge blower is situated at the highest<br />

point exhaust out the east side.<br />

Air Purge Blower<br />

Bath Exhaust<br />

Heat + Cool Unit<br />

EVR<br />

Mech Room<br />

Shower Head<br />

Shower<br />

Toilet<br />

Sink<br />

Washer / Dryer<br />

Kitchen Sink<br />

Stove Exhaust<br />

Condenser<br />

Coolant Lines<br />

275 Gal.<br />

Gray Water Tank<br />

275 Gal.<br />

Gray Water Tank<br />

Heat + Cool Unit<br />

Mech Room Exhaust<br />

Junction Boxes<br />

Water Heater Unit<br />

Heated Water Tank<br />

Water Line<br />

Water Feed Line<br />

195 Gal.<br />

Pre Heated Water Tank<br />

/MEP Systems Layout<br />

Yek.75


St /FReD<br />

4b<br />

(SH)<br />

(SH)<br />

(CJ)<br />

r<br />

Tertiary Timber<br />

Folder<br />

Ceiling Joist (CE): 2x8<br />

Dim: 1.5”x7.5”<br />

Wall Stud (WA): 2x6<br />

Dim: 1.5“x5.5”<br />

Floor Joist (FJ): 2x18<br />

Dim: 1.5“x17.5”<br />

Sheathing (SH): OSB Ply<br />

Dim: 4’x8’x5/8”<br />

(WS)<br />

(FJ)<br />

(FF)<br />

(IF)<br />

Interior FInish (IF): Marine Ply<br />

Dim: 4’x8’x3/8”<br />

Finish Floor (FF): Bamboo<br />

Dim: 3-3/4”x5/8”<br />

Exterior Finish (EF): Reclaimed<br />

Dim: 6”x5/8”<br />

(PS)<br />

(HI)<br />

(SH)<br />

(CJ)<br />

Tertiary Timber<br />

(HI)<br />

(PS)<br />

Secondary Steel<br />

Folder Pivot (FO): Tube 12x4<br />

Dim: 4”x12”x1/4”<br />

Floor Girder (FL): Tube 8x3<br />

Dim: 3“x8”x1/4”<br />

Pivot Support (PI): Tube 4x3<br />

Dim: 4”x3”x1/4”<br />

Post (PO): Tube 3x3<br />

Dim: 3”x3”x1/4”<br />

Hinge (HI): Flush<br />

Dim: 1-1/2” Dia. 1/4” Plate<br />

Buffer (BU): Rubber<br />

Dim: 1/2”<br />

(HI)<br />

Ceiling Joist (CE): 2x8<br />

Dim: 1.5”x7.5”<br />

Wall Stud (WA): 2x6<br />

Dim: 1.5“x5.5”<br />

Floor Joist (FJ): 2x18<br />

Dim: 1.5“x17.5”<br />

Sheathing (SH): OSB Ply<br />

Structure<br />

Dim: 4’x8’x5/8”<br />

The goal is to create as light and as Interior FInish (IF): Marine<br />

strong a structural system as possible Dim: 4’x8’x3/8”<br />

in order to minimize weight.<br />

(FF)<br />

Finish Floor (FF): Bamboo<br />

Therefore<br />

(IF)<br />

the approach was to Dim: 3-3/4”x5/8”<br />

use a 3 types of structures:<br />

Exterior Finish (EF): Reclai<br />

Primary wide flange for the Core Dim: 6”x5/8”<br />

Secondary tube structure for the folders<br />

Tertiary type 5 for in fill.<br />

(PS)<br />

Yek.76<br />

(FL)<br />

(FO)<br />

(HI)<br />

Secondary Steel<br />

Folder Pivot (FO): Tu


4b<br />

/FReD St<br />

Pushup Closure<br />

Pushup Closure<br />

Sky Light<br />

Hatch<br />

Aluminum Frame Openings<br />

Built-in Bracing<br />

Finish Marine Ply<br />

Primary Steel<br />

Floor Girder (F): W12x16<br />

Dim: 4”x12”x1/4”<br />

Beam (B): W8x13<br />

Dim: 4”x8”x1/4”<br />

Post (P): Tube 4x4<br />

Dim: 4”x4”x1/4”<br />

Spacer (S): Custom W7<br />

Dim: 4”x7”x1/4”<br />

Storage Built-ins<br />

Moveable Built-ins<br />

(S)<br />

Ply<br />

med<br />

(PS)<br />

(HI)<br />

(B)<br />

(F)<br />

be 12x4<br />

(P)<br />

Yek.77


St /FReD<br />

4b<br />

/Mexico City Museo de Soumaya Adjacent Mall Roof Top Exhibition<br />

Yek.78


4b<br />

/FReD St<br />

/Mexico City Vogue Photo Shoot<br />

Yek.79


Yek.80<br />

Yek/Port R15<br />

YR. ‘10-12<br />

MAY 2012 <strong>Richard</strong> <strong>Lucero</strong>

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