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 />
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EXPANDED METAL CATWALK<br />
A LIGHT AND PORUS STRUCTURE THAT NAVIGATES BETWEEN BRUTALISM AND MODERNISM<br />
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VIEW TO HOLLYWOOD SIGN<br />
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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 />
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Crazy Scheme<br />
VIEW TO LAX<br />
MODERNIST WHITE STRAWBOARD ENVELOPE<br />
CONNECTS UNDERNEATH BRUSTALISM AND TOWERS BETWEN<br />
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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 />
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/Program Diagram<br />
/Plans<br />
Yek.25
St /Speedway Foodie<br />
3b<br />
25<br />
Speedway Foodie<br />
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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 />
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Yek.26
3b<br />
/Speedway Foodie St<br />
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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 />
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1 br.<br />
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/1 Bedroom 834 sqft<br />
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/Studio 668 sqft<br />
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/3 Bedroom 1216 sqft<br />
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3 br.<br />
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/2 <br />
Bedroom 1051 sqft<br />
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/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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Plans + Weird Section<br />
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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 />
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/-5’<br />
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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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/Weird Section<br />
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Yek.28
2 br.<br />
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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>