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ARCHITECTURE PORTFOLIO LYNCED TORRES 2017/2018 selected graduate works up to 2018.05.31
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TABLE OF CONTENTS
01
// contents
select graduate academic projects
+
2017/2019
LYNCED TORRES Bachelor’s of Science in Architecture Texas Tech University College of Architecture Lubbock, TX Master’s of Architecture Candidate MIT School of Architecture + Planning Cambridge, MA contact: lyncedt@mit.edu
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INVASIVE EXPLOITATION pg. 03-10
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THE STAIR pg. 11-12
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THE ROOM pg. 13-16
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THE THEATRE pg. 17-24
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TWO-HINGED ARCH ROOF pg. 25-26
THE MERMAID YMCA pg. 27-34
contents \\
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02
INVASIVE EXPLOITATION systems of urbanization in Brazil spring 2017 Texas Tech | site: Rio de Janeiro & Brasilia, Brazil | prof. Mari Micheal Glassell
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+ “For a tourism-based economy to sustain itself in local communities, the residents must be willing partners in the process. Their attitudes toward tourism and perceptions of its impact on community life must be continually assessed.” - (Allen et al. 1988)
Tourism is a transformative factor of urbanism that has the potential to drive the economy and formal values of a city. Brazil is well noted internationally as an icon of scenic attractions that promotes visitors. Rio de Janeiro actively remains a top contributor to the tourism of Brazil, expanding it up to 104% in the year 2000. As such an influential catalyst for urban development, tourism stirs conflict from the locals that undergo its effects of socio-spatial segregation. If tourism then breeds a society that is in tension with the motives of its government, do locals have the potential to counter these motives through the exploitation of the city’s showcased areas?
Rio de Janeiro, in most recent years, has been the host of high impact mega events that stimulate the desire for its government to recreate the image of the city. Hosting the FIFA World Cup in 2014 was considered a major success in the eyes of its government because of its ability to increase jobs as well as the investments made in its tourist sectors. Hosting the 2016 Olympic Games was also considered a major success because it gave more reason to continue in the revitalization of Rio’s visage. It took 13 billion dollars in order to finance the World Cup and an estimated 20 billion to
finance the Olympics. Although these costs included the construction of new infrastructure and revived projects including that of Porto Maravilha, it highly leaned towards the needs of the modern tourist and sacrificed the land of its squatter communities. Prior to the Olympics, President Eduardo Pae claimed the only community demolition that would occur was set to be in Villa Autodromo because of its proximity to the Olympic Park. In reality, 22,059 families have been evicted from their communities due to the prioritization of newly constructed transport that link touristic entities dispersed throughout the city. This control over passages not only included additions like the 2008 Funicular Railway but limited travels for the poorer citizens residing in Northern Rio. This limitation included the removal of
// invasive exploitation
bus routes that previously made these tourist attractions accessible to residents living in these informal settlements and they have since been at risk of demolition due to planned infrastructure and real estate projects. Such aggressive and blatant moves has positioned Rio not a good place to live in, but rather a place to invest in. The Pacification Police Units (UPP) was another policy implemented in the informal settlements because of the events in order to control the violence or rather control the territories. All of these tactics were employed through levels of invisible crime, fraud, and bribery in order to skew the realities of Rio for the sake of creating a manicured perception for the temporary visitor.
03
+
+
INVASIVE SYSTEM: BOTANY
SYSTEM GROWTH
The growth of invasive botany is systemized by its need to survive and in order to survive, it exploits its host(s) at three varying scales. The first is through the inhibition of direct resources or nutrients. The second includes spatial restrictions due to its ability to grow along the host’s formal accentuations. In its maturity, there is then the formulation of a defined territory that inhibits growth of the host but also sustains the reproduction and optimization of the system.
+
+ FINAL PHASE: DOMINANCE
HOST SYSTEM: BOTANY
invasive exploitation \\
System Collapse
04
+
+
// invasive exploitation
05
HYBRID DIAGRAM
With these tactics, it thrives and creates a localized region for the inevitable occurrence of another outbreak. These then are the catalysts of attack and accelerate the inevitable invasion. Despite being a touristic city, Rio is also one of the most dangerous cities in the world in terms of urban violence. It is the low income population living in informal settlements that are most commonly committing crimes and many of them are geared towards the tourist population. So hypothetically, if the survival of these settlements was sacrificed because of tourism, it can be held as a truth that they exploit these sites for what they’re economically and formally worth by small outbreaks of physical crime in order to sustain themselves.
invasive exploitation \\
06
TAXONOMY
07
// invasive exploitation
The urban invader has the potential to parasitically transform energy, form, and resources from touristic sites. Parallel to the system within invasive botany, growth is tracked based on the form and magnitude of its host. The system is similarly working to achieve conversion. It works to grow in a non-native land and exploits the occurring living systems as momentary casts to create an environment in which it can thrive. The optimal state for this system is this dominance of not only one host, but rather dominance of a territory.
1. Civil Disobediance ENERGY: + agent ofINVADER] crime inclined to tactically target [ URBAN
+
social political or economical institutions AREA OF INVASION GENTRIFICATION
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AREA OF INVASION 1. Civil Disobediance institution public space dominated by tension + + Situational Typology+ + 2. Vandalism- Graffiti AREA OF INVASION institution public space dominated by tension + + GENTRIFICATION
GENTRIFICATION
+
+
+
+
+ +
+ + agent of crime inclined to target physical layered Situational Typology edge property within and of the urban context of the city + + FORM: Situational Typology 3. Abandonment-Decay agent of crime inclined to target physical + + property within and of the urban context AREAS OF CRIMINAL POTENTIAL of the city urban deteriorations FORM: agent of crime inclined to target physical 3. Abandonment-Decay property within and of the urban context + + of the city + +
Situational Typology
high density grouped
+
+
infra s obstr tructure uctio [Brasilia] Federal District n
+
Commercial and Housing + + visible area of tension edge
+
graphic
+ High Industrialization +
AREA OF INVASION
6. Prostitution tourist pedestrian isolation + + AREA OF INVASION 7. Drug Distribution tourist pedestrian + isolation + 7. Drug Distribution + +
+
+
+
[Rio] Saude
ges
+ +
[Rio] Saude
+ [Brasilia] Vertical Housing+
isolated high public densities
+ Tourist Attractions +
+
ions
+ +
+ +
trafficking increases levels of territorial violence and hostility Situational Typology
of re as utb are h o hig
k of rea as utb are h o hig
Vertical Housing + areas of + high outb
reak
+
+
+
Situational Typology
ak
areas of
+
a
an
cab
pa
Co
high outbreak Vertical Housing + +
+ +
+
[Rio] Centro
k
of rea as utb are h o hig
+
trafficking increases levels Typology Situational of territorial violence and hostility
+ Centro
+
Situational Typology
+ +
[Rio] Centro
Centro
ctio
+
Situational Typology trafficking increases levels of territorial violence and hostility
+
Attra
Beaches + Hotels + + Vertical Housing +
+ +
agent of crime inclined to tactically target social political or economical institutions agent of crime inclined to tactically target social political or economical institutions
areas of high outbreak
agent of crime inclined to tactically target social political or economical institutions
[RESOURCE]
Centro
Beaches + Hotels + +
tourist pedestrian isolation Situational Typology
agent of crime inclined to tactically target social political or economical institutions
[Brasilia] Vertical Housing
ttract
rical
tactically target social political agent of crime inclined to or economical institutions tactically target physical agent of crime inclined to property within the urban tactically target social political context of the institutions city or economical
+
A rical Tourist Attractions Histo +
Histo
[FORM] agent of crime inclined to
[Brasilia] Vertical Housing
+
Situational Typology
+
agent of crime inclined to tactically target social political or economical institutions
+ +
[Rio] Centro
+ [Rio] Copacabana+ a
an
cab
pa
Co
+
+ a [Rio] Copacabana an
cab
pa
Co
+ +
[Rio] Copacabana
+ +
[Rio] favelas
+
[Rio] favelas
+
[Rio] favelas
agent inclined agentofofcrime crime inclined to to target social political thetactically acquisition of resources: or economical institutions money, land, and territories agent of crime inclined to tactically target social political or economical institutions agent of crime inclined to tactically target social political or economical institutions
agent of crime inclined to tactically target social political or economical institutions agent of crime inclined to tactically target social political or economical agent of crime institutions inclined to tactically target social political or economical institutions agent of crime inclined to tactically target social political or economical institutions agent of crime inclined to tactically target social political or economical institutions
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7. Drug Distribution + +
+
d ed
+
tourist pedestrian Situational Typology isolation
tourist pedestrian isolation
orate
+
+ +
agent of crime inclined to tactically target social political or economical institutions agent of crime inclined to tactically target social political or economical institutions
invasive exploitation \\
6. Prostitution + +
AREA OF INVASION
eteri
Tourist Attractions s + ction Attra + rical Histo Beaches + Hotels + ns
Situational Typology
tourist pedestrian isolation
le d
+ +
[Rio] Saude
Vertical Housing + +
5. Robbery + + 6. Prostitution + +
+
High Industrialization + perm + eab le d eteri orate Vertical Housing d ed ges +
+
area of high population density
+
pe
+ + agent of crime inclined to the Situational Typology acquisition of resources: money, land, and territories public isolation [minimal witnesses] + + RESOURCE: Situational Typology 5. Robbery agent of crime inclined to the + + acquisition of resources: money, land, and territories RESOURCE: area of high population density agent of crime inclined to the 5. Robberyof resources: money, land, acquisition + territories + and
tactically target social, political, tactically target social political or economic or economicalinstitutions institutions
+
isolated high public densities
RESOURCE:public isolation [minimal witnesses]
agent of crime inclined to tactically target social political or economical institutions agent of crime inclined to [ENERGY] tactically target social political agent of crimeinstitutions inclined to or economical agent of crime inclined to
[Rio] Lapa
+
rme able High Industrialization dete riora ted edg + es
eab
WHAT?
+
+
perm
agent of crime inclined to [ what? ] tactically target social political or economical institutions
[Rio] Lapa
Vertical Housing isolated high public densities + +
high density grouped
area of high population density
+
sters
edge clu
+ +
public isolation [minimal witnesses] 4. Property Damage + + Situational Typology+ +
+ +
[Rio] Lapa
s cluster
+
high density Situational Typology grouped
+ +
[Brasilia] Federal District
+
Situational Typology
4. Property Damage + +
+
nexo
graphic
3. Abandonment-Decay + + 4. Property AREASDamage OF CRIMINAL POTENTIAL urban deteriorations +
+
o
FORM:
AREAS OF CRIMINAL POTENTIAL urban deteriorations
+
Anex
AnexHousing Commercial and o s +graphic edge cluster visible area of tension +
Situational Typology
+
Government Districts + + [Brasilia] Federal District + + infr Palac o astructu Commercial and Housing io dobstru re Plan ction alto + + A visible area of tension
+ +
layered edge
infra s obstr tructure uctio n
Palac io do Plan alto
+
Situational Typology
2. Vandalism- Graffiti + +
Government Districts POTENTIAL URBAN HOST +
+
Situational Typology
2. Vandalism- Graffiti + layered + edge
Palac io do Plan alto
Congr Nacio esso nal
public space dominated by tension
1. URBAN Civil INVADER agent of Disobediance crime inclined to tactically target social political or economical institutions +
+
[ URBAN POTENTIAL HOST]
Congr Nacio esso nal
ENERGY: institution
Government Districts +
Congr Nacio esso nal
+
+
09
// invasive exploitation
CORE STRIP 2: PHASE 01- 05
CORE STRIP 1: PHASE 01- 05
+ ++ +
+
++
+
System Growth and Degradation
+ ++ +
+
++
+
++
+
CORE STRIP 3: PHASE 01- 05
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2.
3.
1.
RIO : INITIAL OUTBREAK PENETRATIONS
HYBRID DIAGRAM
+
++
invasive exploitation \\
By targeting and exploiting these sites of its energy, removing its resources (or monetary values), and inhibiting the further development of form, the degradation of these sites become inevitable. These outbreaks would occur quickly within the time frame of 4 months alongside the season at which tourism levels peak in Brazil. In time, as these seeds of crime disperse and outbreak, the methods in which people populate and activate these spaces has the potential to alter and at the most extreme level, diminish entirely and become occupied by its invaders. The point at which there is complete exploitation, however, eliminates the resources that tourists and the tourist industry offers for such invaders. The question of who these invader counter attacks once there are no more hosts to take over. Do they then attack and conflict in the efforts of dominating one another? Nonetheless, such a domination would destroy the economic power the sites hold for the city of Rio, and thus the spatial hierarchy that comes with it.
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10
THE STAIR “The stair to there, the stair to nowhere” fall 2017 MIT | siteless | prof. Rachely Rotem
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The project’s initation ran was through the translation of
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the phrase “The stair to there, the stair to nowhere” into a physical object of no particular given scale. As a means to understand and distinguish conceptually the ‘there’ and ‘nowhere’, the project takes the position in distinguishing the distinctions between what is place vs. what is nonplace. Place is identified through the employment of activity while “non-place” is defined through its anonymity when uninhabited, only inhabited by the memory of its existence. The mechanism of the stair begins to define or delineate both types or categories of ‘place’. In order to do so, the stair is a means of connection as well as a means of breakage. The volume is organized by its split interior in which it is composed of 5 separate joints that each interlock as well as deploy away from one another. Assembled completely, the joints create a purely defined volume and the stairs that connect them remain unseen, inaccessible, and exist under the category of “nonplace”. As these joints slide apart from one another and are removed, slivers of space appear with the shifting stair-like interior. This is the configuration of place. The duality of how place is defined in the model is determined by the interaction between each monolithic joint piece.
11
// the stair
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+
MODES OF REPRESENTATION
The project flickers between what is seen as solid and void through tests made of 3D prints in order to explore not only the interlocking pieces but as well as through the qualities of its interiority.
the stair \\
12
THE ROOM “The room that wears the body, the body that wears the room” fall 2017 MIT | chosen site: MIT | prof. Rachely Rotem, Jennifer Leung, and William O’Brien | partners: Isadora Dannin & Emma Pfeifer
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MIT adopts a public image rooted in rationality and
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totalizing objectivity through the pervasive presence of neoclassical architecture across campus. We seek to critique these institutional ideals by defamiliarizing and reclaiming the semantic and physical tropes of neoclassicism. The room that wears the body and the body that wears the room takes place in our various methods of translation between the intitution’s objective form to its newfound means of data collection where the imperfect and inbetweens are embraced. Our project proposes an architectural syntax of disorder, in contrast to the classical orders that have afforded legibility to their language for millennia. We challenge the seemingly absolute geometric forms that are assumed to separate subjective human judgment from the presumed objective truth. A 3D scan of MIT’s ionic columns is assumed to absorb and perpetuate their rational ideology. We look to problematize the assumed neutrality of this technology, and to harness its subjectivity to reclaim the architecture of our institution. Although 3D scanning technology relies on indisputably “accurate” data, it is ripe with inaccuracies borne from granular imprecision (edge noise, ghost points), and fundamentally relies on the shaky presumption that the world it scans is unchanging. This edge noise becomes our site, and ghosts points our medium. What are the formal repercussions when a 3D scan is taken as the architectural truth it claims to be? Can we create a new architectural language that
13
// the room
implicates the institutional body?
+
+
+
+
ARTIFACT MATERIAL TRANSLATIONS
the room \\
Analysis of the physical archaeological approach towards understanding the material manifestation and translation of geometry into a form that people can touch and interact with, that exists in the physical world, and has a distinct and unique materiality.
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+ 20
5
5
5
15
15
15
11
11
25
25
25
11
30
13
30
13
30
POINT CLOUD OVERLAP
GEOMETRICAL TRACING
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SCAN BASED DATA POINTS
20
1 2
DIGITAL TRANSLATION
12
30 4
12
C
8
30 4
8
C
12
d
30 4
8
7
7
7
4
4
4
d
3
d
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New digital tools meant to erase human subjectivity from the data collection process (3D scanning): resulting in a point cloud which generates a form that is ripe with its own inaccuracies, erronious data, and oly bears a generalized resemblance to the original geometry the column was built from.
+
15
// the room
3D Scan Point Cloud Details
3D POINT CLOUD 01: CAPITAL
3D POINT CLOUD 02: BASE
3D POINT CLOUD 03: DETAIL VIEW
DIGITAL TO PHYSICAL TRANSLATION
The nebulous nature of the point data has qualities of its own that informed our fabrication process fo rthe room. The lightness and gaps in the information helped us to desolidify our reading of familiar forms. We selected moments on the scan data that represented new potential typologies and fabricated them in white styrofoam. The particulate nature of the foam evokes the point cloud data, that presents a unified form through an accumulation of miniscule parts. Its own lightness undermines the heaviness in physicality and ideals of classical architecture. We embraced th difficulties of working with a CNC router, and adopted the failings in fabrication into our formal language, which is flawed in its essence. We like their inherent humor and uncleanliness, which questions the purity normally ascribed to whiteness in institutional architecture. Like the carving of stone, the CNC implies a process of orthographic removal and formfinding from solid block form towards linguistic creation.
the room \\
16
3D POINT CLOUD 04: PLAN VIEW
3D POINT CLOUD 05: CAPITAL
THE THEATRE “The theatre in the round, the theatre in the ground” fall 2017 MIT | site: Downtown Boston | prof. Rachely Rotem
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The project’s initaion began with the translation of
+
the phrase, “The theatre in the round, the theatre in the ground”. The idea of the ‘theatre’ is that which is constantly changing especially as we continue to survive under a digitally dependent age. With an everchanging context physically and socially, a certain level of experimentation is called for in terms of performance, who is performing, and who and how does one view what is performed. The two precedents that further guided the formal conception of the project were that of the Fun Palace and the Museum of Fort Vetchen. The principles that I found the most significant were the manners in which they utilized distinct ordering systems whether this was a regulated grid and self-imposed such as that in the Fun Palace or organically derived by means of the existing topography such as that in Fort Vetchen. As a translation, the theatre uses the embedded organizations of the surrounding infrastructure, whether it is through the parking lots or through the embedded lines of the adjacent buildings, as a strategy to create a structure that engages with the larger context of the city and could potentially be multiplied. This is its GROUND. Further the transparent structure allows for the users and their flexible activities to be exhibited to that of the surrounding urban context allowing for the building itself to be the stage or the theatre in the ROUND.
17
// the building
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+
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Situation: border of Fort Point Channel & Seaport Channel Districts
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SITE INVESTIGATIONS
It sits in the border of two districts within South Boston, the first being the Four point channel district and the seaport district which currently is in the midst of various ongoing and potential developments. It is currently a landscape of many empty parking lots.
+ 1. PARKLING LOT
3. HYBRID
the building \\
2. BUILDINGS
+
18
+
+ [ northeast view ]
+
+
19
// the building
LVL: 02
PLAN VIEWS
Programmatically the building is lifted off of the ground so that it allows for the opportunity for both cars and people to activate it as needed. It could be used as parking, as a market, as a place for temporary vendors, or even can be simply used as a partially lit lounge area in which objects that hang from the structure, allowing for a place of democratic inhabitance.
LVL: 01
TRANSVERSE SECTION
The theatre of the ground is that which is hung and grounded through the means of structure. It faces towards the building and projects a screen towards the existing structure.
the building \\
20
21
// the building
[ detailed view ]
As you reach the second floor or the floor leveled with the highway you can enter here through a ticket booth in order to go up to the two theatres. The first theatre is the theatre in the round, which is defined through its ability for the audience to view the stage with partial remnants of the city in the background and for the viewers themselves to become the spectacles of what is viewed from the outside in.
the building \\
SITE AXONOMETRIC
22
// the building
23
DETAILED AXONOMETRIC
This drawing is only one of the few imagined scenarios that could potentially take place. The transparency of the building itself becomes a means for which the activities created inside by the theatre’s users is exhibited beyond the limits of its site. The imposition of these grids are not to limit the impositions of it users.
the building \\
24
TWO-HINGED ARCHED ROOF Structural Systems spring 2018 MIT | prof. Josephine Carstensen | partner: Jaehun Woo
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The design of our arched roof structure consists of a long span length of 240’ and width
+
120‘ feet in the other. Our proposal investigates the use of a light weight tectonic timber diagrid-shell as a structural and spatial driver in order to create an open and flexible space that minimally touches the ground. The shell consists of a clear span arch that starts and ends with 52’ in height and slowly decreases and dips to 34’ at the center, thus creating two framed views into the landscape. The diagrid that is projected onto the arch is organized under lines rotated at 45 degrees that are 24’ apart. The structure then joins at a linear border that connects to 6 large concrete supports (with 3 support at each side). PRELIMINARY CALCULATIONS
We estimated our live load
Area of whole: 25,166.9 sq ft.
(snow & wind) to be 30 psf. We
Area of longest structure line (L1) : 1830.01 sq. ft.
calculated the total load for our longest and shortest diagonal structure members by getting the
length of longest structure line (L1): 192.63 ft. Area of shortest structure line (L2): 1758.58 sq. ft. length of shortest structure line (L2): 188.26 ft.
tributary area of each line and
Total length of structure: 3872.98 ft.
multiplying them by the live load.
L1 CALCULATIONS
Live load= 30 psf x 1830.01 ft2
= 54900.3 lbs = 54.90 kips
Dead load: ETFE panel=0.0919 lb/ft2
x 1830.01 ft2
x 1758.58 ft2
= 168.17 lbs = .168 kips
= 161.61 lbs = .161 kips
// two-hinged arched roof
+ self weight will be calculated in
recursive way.
recursive way.
Total load = 55.068 kips
Total load = 52.911 kips
(according to graphic statics)
=2760 lbs. =2.76kips
25
= 52757.4 lbs = 52.75 kips
ETFE panel=0.0919 lb/ft2
DL: 4.16in2 x 195ft. x 490pcf
+
Live load= 30 psf x 1758.58 ft2
Dead load:
+ self weight will be calculated in
L2 CALCULATIONS
(according to graphic statics) DL: 4.16 in2 x 189 ft x 490 pcf =2675.4 lbs = 2.68 kips
0.1 lb./ft.2*1830 ft.2
0.1lb/ft2 x 1760 ft2
=183 lbs. =0.183 kips
=176 lbs =0.176 kips
=2.943 kips
=2.86 kips
LL: 3.97in. x 170ft. x 30 pcf
LL: 3.97 in x 170ft x 30pcf
=1687.25 = 1.69 kips
=1687.25 = 1.69 kips
4.633 kips
4.55kips
Converted LL: 4.633 kips/170 ft. = 0.027kips/ft
Converted LL: 4.55kips/170ft = 0.027kips/ft
Mmax: 0.027kips/ft. x 170 ft. x 170ft./64 =12.30 kips x ft
Mmax: 0.027kips/ft x 170ft x 170ft/64 =12.09 kips x ft
+
Scale: 1’ = 1/32”
120’-0” 26'-0 41"
ProfilE curvature 38’-0”
52’-0”
38’-0”
P1
P2
P3
P2
P3
P2
P1
P3
P2
P1
P2
P3
P2
P1
P3
52’-0”
38’-0”
34’-0”
P3
Depth: d= 11.94 in. Width: bf= 8.002 in. I (Axis x-x): 310 in4
24'-0"
24'-0"
End Arch W12 x 40 Depth: d= 11.94 in. Width: bf= 8.002 in. I (Axis x-x): 310 in4
24'-0"
11'-0"
12'-8"
24'-0"
12'-8"
24'-0"
24
12'-8"
43'-7"
43'-7"
53'-11.5"
1 kip
two-hinged arched roof \\
53'-11.5"
diagrid i-beam connection detail
diagrid i-beam connection detail Scale: 1’ = 1” Scale: 1’ = 1” 3’ -11”
66'-10.5"
3’ -11”
3’ -11” 11’ -11”
34'-7"
4.001Crushing: P<=F x A 15ksi>=12.3kips x ft/S3.7 3 =12.3 x 12kips x in/14.9in 4.148 5.727 3.70kips<=15ksi x 4.16 =9.91ksi 3.902 7.700 3.70<=62.4 kips
17'-1"
Scale: 1’ = 1”
Bending: 15ksi>=12.09kips x ft/S 15ksi>=12.09 x 12kips x in/14.9in3 15ksi>=9.74ksi
3’ -11”
+
3’ -11”
18’ -8”
43'-7"
3’ -11”
6’-7”
3.38
diagrid i-beam connection detail
12’ -0”
3’-3” 2’-9”
3.38
11’ -11”
43'-7"
’-3” 2’-9”
12’ -0”
18’ -8”
3’ -11”
3’ -11”
4.001
3’-3” 2’-9”
3’-3” 2’-9”
17'-1"
= 5kips x ft
Scale: 1’ = 1”
26
3.63
Fmax = 12.09kips x ft
66'-10.5"
diagrid i-beam connection
18'-10"
34'-7"
3.902 7.700 xft Mmax =12.30kips = 5kips ft 4.148 x5.727 3.7
3’ -11”
18’ -8”
27.65
6’-7”
3.76 27.65
6’-7”
4.001 4.148 5.727 3.06 3.052 3.052 3.06 6.975 4.613 4.613 6.975 3.902 7.700
3’-3” 2’-9”
3.7
Scale: 1’ = 1/4”
3’-3” 2’-9”
DL: 11.8in^2*164.89ft*490pcf =6620.79lbs =6.62kips (3.06+6.975+3.052+4.613)*2 = 35.4 ---------------------------LL: 8in*120ft*30pcf =2400 = 2.4kips ---------------------------44.42kips
1 kipfoundation section detail concrete support
11’ -11”
27.65
12’ -0”
18'-10"
24'-0"
7'-11.5"
7'-11.5"
P2
34’-0”
P3
52’-0”
53'-11.5"
7'-11.5"
L2
18'-10"
17'-3"
24’-0”
24'-0"
Scale: 1’ = 1/16”
End Arch
24'-0" W12 x 40
3.902 7.700
3.63
----
24'-0"
Scale: 1’ = 1/4”
concrete supports directed along the 4.148 5.727 4.001 Must extend into grain of structural3.7 grid. 3.63 3.38 1 kipat least 8’ ground in order to prevent 3.275 3.275 3.38 the ground. uplift of structure3.63from
+
240'-0" Arch W12 x 14 24'-0" Depth: d= 11.91 in. Width: bf= 3.970 in. I (Axis x-x): 88.6 in4
3.06 3.06 3.052 3.052 6.975 4.613 4.613 6.975
3.275 section 3.275 rete support foundation detail = 1/4”
L2
3.76
3.76
9ft*490pcf kips +4.613)*2 = 35.4 ----
24'-0"
E W D W I
longitudinal Section
concrete support foundation section detail concrete support foundation section detail = 3.553 Fmax
3.052 3.052 3.06 4.613 4.613 3.06 6.975 6.975
3.052 3.052 4.613 4.613 3.06 6.975
24'-0"
66'-10.5"
Scale: 1’ = 1/4”
43'-7" 3.06 3.06 3.052 3.052 6.975 4.613 4.613 6.975
pcf ps ----
24'-0"
43'-7"
Bending: 15ksi>=12.09kips x ft/S 15ksi>=12.09 x 12kips x in/14.9in3 15ksi>=9.74ksi ---------------------------OK
*490pcf 0kips 2 ps ----
24'-0"
24’-0”
24'-0"
66'-10.5"
FOUNDATION DETAIL
ht of
1 kip
Arch W12 x 14 Depth: d= 11.91 in. Width: bf= 3.970 in. I 12'-8" (Axis x-x): 88.6 in4
24’-0”
x ft
24’-0
Depth: d= 11.94 in. Width: bf= 8.002 in. I (Axis x-x): 310 in4
17'-3"
24'-0"
= 5kips x ft
FxA ksi x 4.16 ps -----------
24’-0”
Fmax = 3.553
24'-0"
1 kip
24’-0”
240'-0"
24'-0"
1 kip
Fmax = 12.09kips x ft
24'-0"
24’-0”
120’-0”
24'-0"
24’-0”
24’-0”
Arch W12 x 14 Depth: d= 11.91 in. Width: bf= 3.970 in. I (Axis x-x): 88.6 in4
24'-0"
24’-0”
24’-0”
Fmax = 3.553
-0"
24'-0"
Fmax =24'-0" 3.70
240'-0"
24'-0"
24’-0”
Tributary area calculated for the total load on total linear member
End beam W12 x 19024'-0" Depth: d= 14.38 in. Width: bf= 12.670in. I (Axis x-x): 1890 in4
Scale: 1’ = 1/16”
24’-0”
24’-0”
Fmax = 3.503
1 kip
L1
24'-0"
3
24'-0"
24'-0"
24’-0”
End beam W12 x 190 Depth: d= 14.38 in. Width: bf= 12.670in. I (Axis x-x): 1890 in4 24'-0"
3
longitudinal Section
11'-0"
24’-0”
17'-3"
Fmax = 3.553
24’-0”
24’-0”
End beam W12 x 190 Depth: d= 14.38 in. Width: bf= 12.670in. 1 kip 1 kip I (Axis x-x): 1890 in4
240'-0"
24’-0”
490pcf =45570lbs =45.57kips +86.445kips = 132.02kips R1, R3 = 3/8wl = 3/8 x 0.61 x 240 =54.9kips R2 = 5/4wl = 5/4*0.61*240 = 183kips LL: 12.67in x 240ft x 30pcf Mmax = 1/128wl2 = 1/128 x 0.61 x 240 x 240 =13303.5 = 13.3kips =274.5kips x ft 145.32kips Coverted Load:145.32kips/240ft 15ksi>=274.5/S = 0.61kips/ft End Arch 15ksi>=274.5 x 12/263=12.52ksi W12 x 40
24’-0”
2
2
the grain of structural grid
3
LONGITUDINAL Fmax = 3.76 11'-0"ELEVATION 24'-0"
Fmax = 3.70
24’-0”
24’-0”
L2
Total length of End beam: 480 ft. Tributary 24'-0" Area ofarea arch (W12x190): 55.8 in Volume: 480 ft. x 12 x 55.8 in calculated for thein = 321,408 total load onVolume= total386129.6 in Total Steel =223.45 ft linear member
L2 graphs
15ksi>=274.5/S 15ksi>=274.5 x 12/263=12.52ksi
24’-0”
Tributary area calculated for the total load on total linear member 120’-0”
Total length of End arches: 329.77 ft. Area of arch (W12x40): 11.8 in2 Volume: 329.77 ft. x 12 x 11.8 in2 = 46,695.4 in3
longitudinal Section Scale: 1’ = 1/16”
Arch W12 x 14 Depth: d= 11.91 in. Width: bf= 3.970 in. I (Axis x-x): 88.6 in4 240’-0”
24’-0”
Total length of Diagrid arches: 3612.18 ft. Area of arch (W12x14): 4.16 in2 Volume: 3612.18 ft. x 12 x 4.16 in2 = 18,026.12 in3
R1, R3 = 3/8wl = 3/8 x 0.61 x 240 =54.9kips R2 = 5/4wl = 5/4*0.61*240 = 183kips Mmax = 1/128wl2 = 1/128 x 0.61 x 240 x 240 =274.5kips x ft
= 386129.6 in3 =223.45 ft3
26'-0 41"
120’-0”
CARBON FOOTPRINT
DL: 55.8in^2 x 240ft x 490pcf =45570lbs =45.57kips +86.445kips = 132.02kips ---------------------------LL: 12.67in x 240ft x 30pcf =13303.5 = 13.3kips ---------------------------145.32kips Converted Load:145.32kips/240ft = 0.61kips/ft
24'-0"
L1
L2
24'-0"
linear member
24’-0”
120’-0”
L1
d beam: 480 ft. x190): 55.8 in2 12 x 55.8 in2 08 in3 24'-0"
24’-0”
2
overall calculations
nal Section
24’-0”
24’-0”
120’-0”
24’-0”
Total length of End arches: 329.77 ft. Area of arch (W12x40): 11.8 in2 Tributary area Volume: 329.77 ft. x 12 x 11.8 in2 calculated for the = 46,695.4 in3 total load on total Total length of End beam: 480 ft.
24’-0”
24’-0”
L1
24’-0”
24’-0”
120’-0”
1 Total length of Diagrid26'-0 arches: 3612.18 ft. 4" Area of arch (W12x14): 4.16 in2 240’-0” Volume: 3612.18 ft. x 12 x 4.16 in2 24’-0” 24’-0” 24’-0” 24’-0” = 18,026.12 in3
24’-0”
24’-0”
=45570lbs =45.57kips Total length of End 480 ft. 24’-0” 24’-0” +86.445kips = beam: 132.02kips ---------------------------Area of arch (W12x190): 55.8 in2 LL: 12.67in x 30pcf Volume: 480 ft. xx 240ft 12 x 55.8 in2 =13303.5 = 13.3kips = 321,408 in3 ---------------------------145.32kips Total Steel Volume= 386129.6 in3 Converted Load:145.32kips/240ft =223.45 ft3 = 0.61kips/ft concrete
Profile
Area of arch (W12x190): supports PLAN55.8 in ProfilE curvature Volume: 480 ft. x 12 Scale: x 55.8 in2 1’ = 1/32” directed R1, R3 =along 3/8wl = 3/8 x 0.61 x 240 =54.9kips = 321,408 in3 R2 5/4wl of = 5/4*0.61*240 = 183kips the= grain 2 Mmax = 1/128wl 3 structural grid = 1/128 x 0.61 x 240 x 240 End beam Total Steel Volume= 386129.63 in =274.5kips x ft =223.45 ft W12 x 190 15ksi>=274.5/S Depth: d= 14.38 in. 15ksi>=274.5P1:xCenter 12/263=12.52ksiP2: Quarter Width: bf= 12.670in. P3: End concrete supports I (Axis x-x): 1890 in4 directed along
d arches: 329.77 ft. x40): 11.8 in2 x 12 x 11.8 in2 3 5.4 16”in
P2: Quarte
24’-0”
DL: 55.8in^2 x 240ft x 490pcf =45570lbs =45.57kips +86.445kips = 132.02kips ---------------------------Curvature LL: 12.67in x 240ft x 30pcf + =13303.5 = 13.3kips ---------------------------145.32kips Converted Load:145.32kips/240ft OVERALL CALCULATIONS = 0.61kips/ft DL: 55.8in^2 x 240ft x
concrete supports directed along the grain of structural grid
CARBON FOOTPRINT
Volume: 329.77 ft. x 12 x 11.8 in DL: 55.8in^2 x 240ft = 46,695.4 in3 x 490pcf
24’-0”
120’-0”
P3: End
overall calculations
hs
24’-0”
PLAN
+
grid arches: 3612.18 ft. x14): 4.16 in2 t. x 12 x 4.16 in2 6.12 in3
24’-0”
24’-0”
120’-0”
TPRINT
24’-0”
240’-0”
concrete supports directed along 120’-0” the grain of structural grid
Total length of Diagrid arches: 3612.18 ft.
P3: End
24’-0”
26'-0 41"
2 x 240ft x 490pcf Area of arch (W12x14): 4.16 in2 P1: Center P2: Quarter =45.57kips Volume: 3612.18 ft. x 12 x 4.16 in2 = 132.02kips = 18,026.12 in3 -----------Scale: 1’ = 1/32” 240ft x 30pcf Total length of End arches: 329.77 ft. 13.3kips ROOF PLAN Area of arch (W12x40): 11.8 in2 -----------2
S 12/263=12.52ksi
24’-0”
Scale: 1’ = 1/32”
overall calculations
P3: End
CARBON FOOTPRINT
= 3/8 x 0.61 x 240 =54.9kips /4*0.61*240 = 183kips 120’-0” wl2 = 1/128 x 0.61 x 240 x 240
24’-0”
120’-0”
P2: Quarter
oad:145.32kips/240ft
P1: Center
240’-0”
24’-0”
P2
34’-0”
120’-0”
calculations
PLAN
24’-0”
24’-0”
20’-0”
24’-0”
52’-0”
24’-0”
THE MERMAID YMCA Coney Island YMCA spring 2018 MIT | site: Coney Island, New York| prof. Jennifer Leung
+
+ Coney Island is a context of many dualities. It has maintained its reputation as place of escape through its beaches, amusement parks, and tourists. This image of Coney Island, however, is one that is temporal and often are forgotten the realities of this place as a neighborhood through lens of its communities and the locals. The urbanistic conditions occurring within Mermaid St. which lies north of the site and stretches east to the subway station. Throughout it are a variation of storefronts that serve as a reflection of these local communities in that they display programs such as spiritual centers, beauty salons, laundromats, home-run restaurant establishments and so on. All exist in order to accommodate the banal and daily rituals of the Coney Island residents. The Mermaid YMCA positions itself under two taxonomies in which combinations of typical Y program and “mermaid program” (as I have come to call them) are studied so that anomalies like “rock chapel” or “lift and learn” are created. The first is called 2 face and the second is called storefronts. Both catalogs were methods into understanding tools of relation between program that is ‘sacred’ vs that which is ‘profane’. The first understands the potential adjacencies through means of poche and utilizes the arch as a formal device that suggests orientation of the body and as well as scale. The second, I describe as a catalog of linetypes, in which the adjacencies then architecturally perform through various types display, circulation, and as well as edge conditions. Here the arch is also utilized as a threshold and in some instances perform as a place of inhabitation.
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// the mermaid ymca
+
+
TAXONOMY 1: 2 - FACE
TAXONOMY 2: STOREFRONT
Catalog
Catalog
Combinatory Section Studies
Combinatory Planar Studies
the mermaid ymca \\
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+
+
FLOOR PLAN 01
FLOOR PLAN 02
Porous Entries
Wet and Dry
FLOOR PLAN 01
FLOOR PLAN 02
// the mermaid ymca
1’=1/16”
8’
29
0’
L. Section 01
L. Section 02
T. Section 01
1’=1/16” 24’
56’
0’
8’
24’
56’
30
The elements of the catalog were used as 2 dimensional and 3 dimensional kit of parts in order to test how they could formally and spatially offer ideas of entry as well as ideas of how the perimeter of the building is treated when placed on the site. The formal organization of the building is separated into 2 large volumes, one where a combination of wet and learning program is used consisting mainly of pools and classrooms the second utilizes more dry and active exercise program like the basketball court, workout rooms, rockwall, and more. Both volumes use the edge to house these potential storefront conditions so that the common itineraries of the y operate much like a city hub or a market.
the mermaid ymca \\
EXTERIOR PERSPECTIVE
// the mermaid ymca
31
LONGITUDINAL SECTION
Upon entering the building you can enter into the lobby with a view of the basketball court. Generally both entrances prompt for users of the y to circulate to the center, in between the two volumes are the locker rooms with one large unisex locker room joining the structures in the below ground.
the mermaid ymca \\
32
// ithe mermaid ymca
33
INTERIOR POOL PERSPECTIVE
Upstairs is the large space where lap pool and family pool lie with these other storefronts in view. I think what was important in understanding the organization between y program and this mermaid program was so that the y offered many itineraries, thus becoming like this city hub. It was important to understand that the users were not restricted to one limited experience of a y, but for that of many potentials.
34
Upon entering the building you can enter into the lobby with a view of the basketball court. Generally both entrances prompt for users of the y to circulate to the center, in between the two volumes are the locker rooms with one large unisex locker room joining the structures in the below ground. Then you can enter strait into the basket ball court and into the exercise rooms or you can go upstairs into the weight room and rock wall that is open to below with the spiritual chapel in the center. Then along the edges are these storefront rooms which could be bargain stores, laundromats, optometry clinics.
the mermaid ymca \\
INTERIOR GYM PERSPECTIVE
RESUMÉ
+
EDUCATION
+ MIT School of Architecture + Planning
LYNCED TORRES
2017- graduating 2021
Cambridge, MA 830/335.7702
+ Texas Tech University
+
ORGANIZATIONS
+ + + + + + +
+
+
AIAS / the American Institute of Architeure Students (2015) Knights of Architecture (2014-2016) Hispanic Students Society (2014-2016) Golden Key International Honor Society (2015-2016) Tau Sigma Delta Honor Society (2016) position: Secretary National Society of Collegiate Scholars (2014-2016) Student Grade Appeals Committee (2016)
SKILLS
+ + + + + + + +
// resumé
[Lubbock, TX]
2013- 2016 ( Magna Cum Laude ) Cumulative GPA: 3.835
lyncedt@mit.edu
35
[Cambridge, MA]
Autodesk: AutoCAD, Revit Adobe: Illustrator, Photoshop, InDesign, Premiere, Flash Rhinoceros Vray Sketchup Grasshopper Physical Modeling Welding
PUBLISHED WORK
+ Architecture & Culture No. 424 publication
SUMMER STUDY ABROAD / SeoulSTUDIO / 2016 -Student Studen Abroad Project [adaptive stimuli] was published under Korean magazine: Architecture & Culture No. 424 September issue (pg. 164) -Interview: Questionnaire of experience as well as views of the SeoulSTUDIO, Seoul as the urban city, and architecture published along with the project proposals.
+
AWARDS
+ + + + + + + +
+
Dean’s List (2013-2015) President’s List (2014-2015) Mike Moss Endowment (2013-2014) Presidential Scholarship (2013-2016) Summer Study Abroad Scholarship (2016) Buran Calvert AIA Scholarship (2015-2016) AP Scholar with Honors (2013) CROP: (2015-16) several works including an entire project were selected for the publication that showcased the best student work produced in the Texas Tech University College of Architecture
WORK EXPERIENCE
+ Graphics Assistant of TTU CoA: (2016) - Designs for any publication, advertisement, or exhibition that is required by the College of Architecture at Texas Tech - Designed the Texas Tech CoA Speculations Lectures Poster in efforts to rework the image of the college.
+ Design, Environment, and Society Teacher’s Assistant : (2016) Teacher’s Assistant in charge of reinforcing the lessons and projects enforced and offers assistance and guidance to first year architecture students in their first architecture course.
+ Student Intern: (2016) Worked under Professor and Architect Peter Raab under the Austin Design Collaborative Firm. Necessary drawings and models are done to show to prospective and current clients.
+ GENSLER DALLAS architectural intern: (summer 2017) Worked under the Lifestyle Flex Studio completing documents, site plans, diagrams, and graphic presentations.
+ Kennedy Violich Architecture (KVA) intern: (summer 2018) resumé \\
Worked on designing and fabricating a modular felt wall panel system that promote the growth of vegetation for the firm’s Global Flora project at the Wellesley College.
36
+
+
ARCHITECTURE PORTFOLIO LYNCED TORRES 2017\2018
+
+