architecture portfolio

ARCHITECTURE PORTFOLIO sara delgado llisto

Sara Delgado Llistó28.01.1989

Valencia-España+34 654 89 57 11sarallisto@gmail.com

ACADEMIC TRAINING-2007-2014 Architecture Faculty at Universidad Politécnica de Valencia.-2011-2012 Erasmus scholarship. Mendelove universite v Brne (Landscape) at Czech Republic.-2005-2007 A levels at L`Eliana high school.

PROMINENT PROJECTS-”Cullera: Urbanismo y Paisaje” Publisher: Universidad Politecnica de Valencia. 2010-2011 ISBN: 978-84-8363-944-3-Final project degree with score of 10

COURSES AND CONFERENCES-2014 Image postproduction Workshop with Adobe Photoshop at “EstudioAgraph” 25h Valencia (Spain)-2013 Introduction at BIM with Revit of Autodesk course. 40h Education permanent Centre.

-2010 International conferences “Materia y Forma V” 25h Education permanent Centre.

CONTESTS-“Playhouse” Architecture projects department of Universidad Politécnica de Valencia.

SOFTWARE SKILLS-Autocad. Advanced.-Revit. Basic.-3D Studio Max. Basic.-Sketchup. Medium.-Adobe Photoshop. Advanced. / InDesign. Advanced. / Illustrator. Basic.

LENGUAGES-Spanish. Mother tongue.-English. Medium-High level.-Postuguês. A2 level.

NOT ARCHITECTURAL PROFESSIONAL EXPERIENCE-Three trimesters as waitress.-Hostess and promoter for sailing products.-Support teacher at Mathematics, Physics, and Chemistry sciences.

BUILDING PROJECTS

Official protection housing in Valencia

secc A

secc B

South Elevation

The horizontal buildings are for low population density (GF +2). There are two dwellings, a simplex in the ground floor, and a duplex in first and second floor. Both have two bedrooms, and the bathroom and kitchen form a rigid core in the

center, separating four different spaces around it.

The vertical buildings are the high population density ones, having seven floors each (simplex + 2 duplex) upon a free ground floor which operates as an open parking floor. They are composed by two opposing pieces, with the vertical circulation in between.On the first floor is the simplex, formed by a module and a half. Just as before, the wet core goes in the center, so the rest of the dwelling is flexible. On the second, third and fourth floor there is a triplex, with two high ceilings and two terraces and which entrance is on the middle floor. It repeats on the last three floors.

Simplex LOW POPULATION DENSITY

HIGH POPULATION DENSITY

Duplex

Simplex GF

Triplex

BUILDING PROJECTS

Public library in Cabanyal

Cabanyal neighborhood, an endangered fisher district with a strong mediterranean essence.Planning a new facility, and creating high quality public and cultural urban space, aims to regenerate the area.The chosen equipment is an underground library, which follows the curves of the avenue and chamfers with a preexistence in the ground floor, acting as a hall. The study of the light is a strong key through the design process, creating a space where it has the main role enlightening the activities inside. For this reason, linear skylights are designed to lighten up the inner rooms not looking to the main facades.

secc B14

secc B

secc A

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BUILDING PROJECTS

Degree’s Final Project HUB in the former Macosa plot

181818

secc A

The entrance is on the north-west corner. From this point, you can either enter the Macosa building or the new Coworking building, through a footbridge which goes upstairs saving a one-level height until the entrance in the first floor. The walkway is enhanced by a thin water layer going under, with organic forms related to the ones inside the project.The exterior pavement is made from concrete, in situ, with a module of 1x1,5 m.

secc B

El gran espacio público que se genera entre ambos volúmenes al sur de la parcela se trata como una gran superficie con elemento verde tapizante con una leve pendiente que salva 1,5m. Sobre el elemento verde hay una serie de caminos de hormigón blanco que acaban al llegar a la plaza dura también de hormigón blanco previa al edificio de coworking que sirve como relación o hall exterior al espacio de trabajo.24

Algarrobo Almendro Árbol del amor

Jacaranda Olivo Plátano

It is used native flora from the region of Valencia, so obtaining the species becomes easy and cheap. Also, this way the maintenance is reduced and the growth is correct and healthy. The Twig bench, by Escofet, uses the slope of the ground.

North Elevation

The inner space of the Macosa industrial unit is treated with dark and warm colors, except the white in the ceilings. The pavement is designed with Ipé wood, which has a strong resistance in both interior and exteriors, giving continuity to the rooms until the terraces. The conference room is built with organic forms, using dark curved Pladur and a lattice of Ipé wood in the outside face and white Pladur in the inside, powering the lighting up.In contrast with the texture and colour from the floor, the ceilings are suspended pieces of acoustic Pladur. When it comes to the facades, the looks from the preexisting is kept, and the opposite one is a thin skin of glass with pre-drilled copper shadings.

CUBIERTAC1-Sumidero exterior con filtroC2-Canalón transitable acero galvanizadaC3-Costillas de aceroC4-Chapa de cobre con junta lazada de 12mmC5-capa separadora de polietilenoC6-Capa impermeable bituminosaC7-Tablero contrachapado 13mmC8-Aislante lana mineral 200mmC9-Subestructura metálicaC10-Barrera de vaporC11-Chapa gracada de acero galvanizado 70mmC12-Panel de yeso laminado acústico 12,5mmC13-Perfil en U acero galvanizadoC14-Construcción de perfiles tipo muro cortina

FACHADAF1-Perfil en U 46x46mmF2-Muro cortina contratapa vertical continuaF3-Vidrio fijo doble 8mm

SUELOS1-Pavimento de madera IPÉS2-Rastrel de maderaS3-Lámina separadoraS4-Lámina bituminosaS5-DesagüeS6-Solera de 20cmS7-Hormigón de limpiezaS8-Terreno naturalS9-Pavimento de madera IPÉS10-Rastrel de maderaS11-Pedestal de acero galvanizado

detail 1

Detail 1 Elevation

Plano de estructura: Cubierta E: 1/400

Tipo de acero Designación Límite elásticoAcero estructural S275 fyk = 275 N/mm2

CARACTERÍSTICAS DE LOS MATERIALES

TIPO DE FORJADO: ESTRUCTURA LIGERA ESPACIALCanto viga = 2 m

Diagonal = 90.4 mm

Cordón superior = 165.9 mm

Cordón inferior = 273.12 mm

Pilar = 500.10 mm

Cargas permanentes

Cargas variables

G1 Peso propio vigas espaciales 0,28 KN/m2

G2 Peso propio cubierta 0,94 KN/m2

G3 Peso propio de instalaciones 0,25KN/m2

G4 Peso propio falso techo 0,25KN/m2

Q1 Sobrecarga de uso (mantenimiento) 0,4 KN/m2

Q2 Sobrecarga de nieve 0,2 KN/m2

Q3 Sobrecarga de viento 0,2 KN/m2

Total permanentes 1,72 KN/m2

ESTIMACIÓN DE CARGAS

Total variables 0,8 KN/m2

COEFICIENTES DE SEGURIDADCoeficientes para las acciones (γ)

Peso propio = 1,35 Sobre carga uso = 1,5

Coeficientes de simultaneidad Ψ0 Ψ1 Ψ1

Sobrecarga de uso para mantenimiento 0 0 0

Nieve para altitudes < 1000 m 0,5 0,2 0

Viento 0,6 0,5 0

cota 8 m

Viga espacial Cubierta Deck + Correas

Tutores: Juan Blat Fermí Sala Irene Civera

Sara Delgado Llistó PFC taller1 2014

vivero de empresas - MACOSAMemoria justificativa - técnica / Construcción

Plano de estructura: Forjado planta primera E: 1/400

Tipo de hormigón Designación Resistencia característicaHormigón losa estructural

Hormigón muros

Hormigón capa de compresión

Hormigón base pasarela

HA-30/B/20/IIa

fck = 30N/mm2

Tipo de acero Designación Límite elásticoAcero para armar B500S fyk = 500 N/mm2

Malla electrosoldada B500T fyk = 500 N/mm2

Acero estructural S275 fyk = 275 N/mm2

TIPO DE FORJADO: FORJADO UNIDIRECCIONALCanto tota = 46 cm

Forjado colaborante, h = 10 cm

Canto capa compresión, h = 4 cm

Viga: IPE 240

Correa: UPN 240

Cargas permanentes

Cargas variables

G1 Peso propio del forjado mixto 2,9 KN/m2

G2 Tabiquería 1 KN/m2

G4 Peso propio suelo técnico 1 KN/m2

Q1 Sobrecarga de uso (mesas/sillas) 3 KN/m2

COEFICIENTES SEGURIDAD

cota 2,5 m

Viga IPE 240

Correa IPE 360

Zuncho perimetral hormigón

Muro estructural Losa estructural

Detalle A 1/50

Armadura negativos4 ǿ 8 cada 1m

IPE 360correa

IPE 360viga

Detalle B 1/20

Junta dilatación

Roof structure

1Floor structure

34343434

Diagonal = 90.4 mm

Pilar = 500.10 mm

Cargas permanentes

Cargas variables

Viento 0,6 0,5 0

cota 8 m

Hormigón muros

HA-30/B/20/IIa

fck = 30N/mm2

Viga: IPE 240

Correa: UPN 240

Cargas permanentes

Cargas variables

cota 2,5 m

Viga IPE 240

Correa IPE 360

Detalle A 1/50

IPE 360correa

IPE 360viga

Detalle B 1/20

Junta dilatación

Diagonal = 90.4 mm

Pilar = 500.10 mm

Cargas permanentes

Cargas variables

Viento 0,6 0,5 0

cota 8 m

Diagonal = 90.4 mm

Pilar = 500.10 mm

Cargas permanentes

Cargas variables

Viento 0,6 0,5 0

cota 8 m

Diagonal = 90.4 mm

Pilar = 500.10 mm

Cargas permanentes

Cargas variables

Viento 0,6 0,5 0

cota 8 m

Diagonal = 90.4 mm

Pilar = 500.10 mm

Cargas permanentes

Cargas variables

Viento 0,6 0,5 0

cota 8 m

Diagonal = 90.4 mm

Pilar = 500.10 mm

Cargas permanentes

Cargas variables

Viento 0,6 0,5 0

cota 8 m

Hormigón muros

HA-30/B/20/IIa

fck = 30N/mm2

Viga: IPE 240

Correa: UPN 240

Cargas permanentes

Cargas variables

cota 2,5 m

Viga IPE 240

Correa IPE 360

Detalle A 1/50

IPE 360correa

IPE 360viga

Detalle B 1/20

Junta dilatación

Hormigón muros

HA-30/B/20/IIa

fck = 30N/mm2

Viga: IPE 240

Correa: UPN 240

Cargas permanentes

Cargas variables

cota 2,5 m

Viga IPE 240

Correa IPE 360

Detalle A 1/50

IPE 360correa

IPE 360viga

Detalle B 1/20

Junta dilatación

Hormigón muros

HA-30/B/20/IIa

fck = 30N/mm2

Viga: IPE 240

Correa: UPN 240

Cargas permanentes

Cargas variables

cota 2,5 m

Viga IPE 240

Correa IPE 360

Detalle A 1/50

IPE 360correa

IPE 360viga

Detalle B 1/20

Junta dilatación

Hormigón muros

HA-30/B/20/IIa

fck = 30N/mm2

Viga: IPE 240

Correa: UPN 240

Cargas permanentes

Cargas variables

cota 2,5 m

Viga IPE 240

Correa IPE 360

Detalle A 1/50

IPE 360correa

IPE 360viga

Detalle B 1/20

Junta dilatación

Hormigón muros

HA-30/B/20/IIa

fck = 30N/mm2

Viga: IPE 240

Correa: UPN 240

Cargas permanentes

Cargas variables

cota 2,5 m

Viga IPE 240

Correa IPE 360

Detalle A 1/50

IPE 360correa

IPE 360viga

Detalle B 1/20

Junta dilatación

LANDSCAPE ARCHITECTURE

Reestructuring the border of the Júcar

404040

The project is developed on both sides of the river, on its way through the town of Cullera, just before its mouth to the Mediterranean Sea. Nowadays, the path on the north side has only 1.5 meters wide and, in some points, even less due to the use of fishing equipment. The aim is to broaden this area, turning it into a place which could be useful and enjoyable, enhancing the relation with the water.

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secc A

detail 1

On the north border, the project gains space moving the parking spots to a distant new lots. It also widens the street erasing the central traffic island and taking advantage from the empty and deteriorated spaces located in the building belts. Those spaces are transformed into squares linked to the riverside, where the street becomes a promenade. The south border contain the berth docks and the facilities for fishing and stocking. The empty urban spaces are completed by dense green areas, with the vegetation distributed randomly as in a forest.

secc B

secc A

CONTESTS

playhouse

Wood structure base 80 x 60 cm Inner space make it with sand bags

The purpose of the contest was to design a children playroom. Children imagine places where grown-up cannot enter, creating so their hiding place away from the indiscreet glances, playing secretly. A bare exterior, straight and with cold materials, contains an inner space where curves, colors and textures are the principal actor. All of that is supposed to be solved with recycled materials and as cheap as possible, since the first prize was to be built.

Multicoloured sky with foam rubber swimmingpool noodles

secc A

OTHER PROJECTS PHOTOMONTAGES

workshop Photoshop-proyecto final de carrera Marta Gallega-

OIL PAINTINGS

Sara Delgado Llistó+34 654 89 57 11sarallisto@gmail.com

SEE YOU SOON

architecture portfolio

middle floor

free ground floor

open parking floor

high population density

h valencia spain

high ceilings

high quality public

mediumhigh level

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