Pervova Elizaveta | Portfolio 2023

Page 1

ELIZAVETA PERVOVA

AUGUST | 2023 SELECTED WORKS · SGASU · IUAV

I FABRICA ALTA

PLASTIQ

SUPERVISORS: RUSSO SALVATORE

IRARRAZAVAL DELPIANO SEBASTIAN SORBO EMANUELA FALL 2022

CO-AUTHORS: AYE CHANN MAUNG SELENA CABUK

HISTORICAL EVALUATION

CONSERVATIVE EVALUATION

CONSERVATION DESIGN PROCESS

II COIGNET ENTERPRIZE

III SISTER CHAPELS

IV CHIESA DELLE TERESE

THE RAMP BOX IN THE BOX

SUPERVISORS: PASTUSHENKO LEONID RYBACHEVA OLGA SLASTENIN PETR SPRING 2020

CO-AUTHOR: ALEKSEY MOSKOVSKII

TWO LIGHTS

SUPERVISOR AGOSTINO DE ROSA SPRING 2022

CO-AUTHOR: AYE CHANN MAUNG

SUPERVISORS: TRABUCCO DARIO SCARPA MASSIMILIANO MAGNI MARCO SPRING 2022

CO-AUTHOR: ALISA PLUSNINA

URBAN PLAN

CIRCULATION

APARTMENTS

SITE

THE LIGHT

ARCHITECTURE

EXHIBITION

PLASTIQ

INSTRUCTORS: RUSSO SALVATORE IRARRAZAVAL DELPIANO SEBASTIAN SORBO EMANUELA · FALL 2022

CO-AUTHORS: AYE CHANN MAUNG

SELENA CABUK

I · FABRICA ALTA
PROJECTS LIST: 01 · HISTORICAL EVALUATION 02 · CONSERVATIVE EVALUATION 03 · CONSERVATION DESIGN PROCESS

1817

On the site of Francesco Rossi building is the site of the old factory of the Rossi family.

1849 1862-64

Fransco Rossi building was built on the old factory foundation of the Rossi family.

1864 1865-68

Based on the design of 1861, the fabricca alta was built in the rage between 1962 through 1864 - in connection but two storeys higher than the existing 1849 Rossi building.

1866

1900s

Before 1963

Another wing in the south was already added to the building compound by 1864.

Largely modified from the original design, and through all the complications for the construction to be initiated, the East wing structures were implemented within the years 1865-68.

HERITAGE BUILDING DESIGNED BY AUGUSTE VIVROUX

The factory, designed by the Belgian architect Auguste Vivroux and according to Rossi “executed in the style of the Belgian and English ones” , was built in just nine months through the work of local workers and has truly remarkable dimensions: it is 80 meters long and 13.90 wide and has five floors in height, plus the attic. Inside, immense halls are divided into three spans by 125 cast iron columns ; it has 330 windows and 52 dormers. It develops within the Lanerossi area, orthogonally to the original headquarters of the woolen mill, which faces its main facade towards Via Pasubio.

From the outside, the factory is characterized by its reddish colour, given by the prevalent use of brick , and by the sloping roof. The many windows are slightly arched and have stone sills, stringcourses and notches that support the cornice. On the walls the heads of the iron beams, in the shape of peeled rosettes, also take on an ornamental motif. The execution of the work designed by Vivroux is attributed, on the basis of the artistic language adopted,, friend of the Belgian colleague and trusted architect of Alessandro Rossi.

In the early 1900s, the firestaircase made out cast-iron was added to the east facade of the Fabricca alta building.

By 1866, the new chimney tower was already built near the east wing. Before 1963, the Eastwing factories, and the south wing were already demolished. The use of the buildings changed significantly as the Lanerossi factories were moved away to new facilities.

HISTORICAL EVALUATION

ROOFING

RF. STRUCTURE: RAFTERS: TIMBER

TRUSS SUPPORT CLEAT BINDER BRACKET FOR BRACING

FLOORING: TARAZZO FLOORING

STRUCTURAL SYSTEM

CODE

SB1 SB2 SC1 SC2 SC3 SC4 SJ1 SJ2 SJ3 SJ4

BEAM: PRIMARY: TIMBER BEAM: TIE(SECONDARY): TIMBER

COLUMN: POST TO BEAR THE ROOF STRUCTURE: TIMBER

COLUMN: CAST-IRON FUTHER REINFORCED ON THE OUTSIDE WITH CONCRETE AND STEEL.

COLUMN: CAST-IRON COLUMN REINFORCED ON THE OUTSIDE WITH CONCRETE AND STEEL

COLUMN: LOAD-BEARING MASONRY BRACKETS: CAST-IRON BEAMS EXTENSION JOINTS

BRACKETS: CAST-IRON PRIMARY-BEAMS EXTENSION JOINTS CAST-IRON COLUMN DAMAGE-COVER DECORATIVE COLUMN-COVER

DESCRIPTION 0.3MX0.3M RECT. CROSS SECTION 0.3MX0.3M RECT. CROSS SECTION 0.3MX0.3M RECT. CROSS-SECTION CAST IRON 0.3M DIA. CIR. CROSS-SECTION: REINFORCEMENT: 0.6MX0.6M RECT. CROSS-SECTION CAST IRON 0.2M DIA. CIR. CROSS-SECTION: REINFORCEMENT: 0.3MX0.3M RECT. CROSS-SECTION 0.8MX0.6M RECT. CROSS-SECTION 0.6MX0.4M RECT. CROSS- SECTION 0.2MX0.24M SECTION EXTENSION JOINTS HEIGHT: 0.63M RECT. CROSS SECTION 1M DIA. CIRCULAR CROSS-SECTION DIMENSION SC1 SC2 SJ1 SJ3 SB1 SJ2 SB2 SC3 SC4 SJ4
SYSTEM
SYSTEM RC1 FC1 RC2 FC2 RS1 FJ1 RS2 RS3 RS4 RS5 RS6 RS7 RS8 RB1 RB2 RB3 FT1 FT2 CODE CODE COVERING:
GLASS
COVERING:
BROWN
FLOORING
TRANSCLUCENT ROOF TILES FOR LIGHT TO THE TERRACE: CRYSTAL
FLOORING: PLANK FLOORING: TIMBER
CLAY ROOF TILES IN REDDISH
COLOR.
BEAMS TO SUPPORT THE FLOORING: TIMBER RF. STRUCTURE:
TIMBER
STRUCTURE:
TIMBER RF. STRUCTURE:
CABLE STRUTS FOR BRACING
STRUCTURE: TIE BEAMS: TIMBER
CHORD BRACKET:
CHORD
FLOOR TRANSFER:
STAIRCASE DESCRIPTION DESCRIPTION0.1MX0.2M RECT. CROSS SECTION 0.1MX0.15M RECT. CROSS SECTION 0.25MX0.3M RECT. CROSS SECTION 0.015M DIA. CIR. CROSS-SECTION 0.25MX0.07M RECT. CROSS-SECTION: DOUBLE MEMBERS 0.32MX0.32M RECT. CROSS-SECTION 0.15MX0.15M RECT. CROSS-SECTION 0.08MX0.16M RECT. CROSS-SECTION RECT. CROSS-SECTION RECT. CROSS-SECTION RECT. CROSS-SECTION 0.025MX 0.075M RECT. CROSS SECTION STAIRCASE SYSTEM COMPOSED OF IRON CAST RAILINGS AND MARBLE FINISHED STAIR STEPS. CAST-IRON FIRE STAIRCASE ADDED IN THE 1900S. DIMENSION DIMENSION RC1 RC2 RS1 RS2 RS3 RS4 RB1 RB2 RS5 FC1 FJ1 FT1 M2 FT2 OW5 OL1 MO1 SB1 FC1 SC1 RS6 RS7 RS8 SB2 FJ1 MW2 OW1 OW2 OW3 OW4 OPENINGS OW1 OW2 OW3 OW4 OW5 OL1 CODE WINDOWS: TYPE 01 WINDOWS: TYPE 02 WINDOWS: TYPE 03 WINDOWS: TYPE 05 WINDOWS: TYPE 06 LINTEL: STONE DESCRIPTION 1.3MX1.9M CUSTOM-ARCHED, CAST-IRON FRAME 1.3MX2.5M CUSTOM-ARCHED, WOODEN FRAME 1.3MX2.2M CUSTOM-ARCHED, CASTRON FRAME 1.3MX2.7M CUSTOM-ARCHED, WOODEN FRAME THE STRUCTURAL SYSTEM IS MAINLY COMPOSED OF STEEL COMPONENTS AND VARIOUS SIZE OF REINFORCEMENTS STONE FRAME LINTEL SUPPORT AROUND WINDOW OPENINGS DIMENSION MASONRY MW1 MW2 MW3 MO1 CODE IRREGULAR COARSED MASONRY: BRICK MIXED WITH LOCAL STONES BASEMENT WALL: IRREGULAR COARSED MASONRY: BRICK MIXED WITH LOCAL STONES LOAD-BEARING STRUCTURAL WALL: SUPPORTING THE STAIRCASE. ONAMENTATION: CAST-IRON MOTIF WORKS ON EXTERNAL WALL DESCRIPTION THK: 0.5M ~ 0.65M THK: 1M THK: 0.25M ~0.3M DIMENSION HISTORICAL EVALUATION
JOISTS: FLOOR MEMBERS CONNECTING
PURLINS:
RF.
TOP CHORD:
CAST-IRON
RF.
RF. STRUCTURE: KING-POST RF. STRUCTURE: HORIZONTAL BINDER RF. STRUCTURE: RIDGE BOARD CLEAT: BINDER BRACKET FOR BRACING
FLOOR TRANSFER: MAIN STAIRCASE: RC
EMERGENCY
CONSERVATIVE EVALUATION
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

THE REUSE OF FABRICCA ALTA

The philosophy of design in re-using this Schio heritage lies in the concept of fabric and wool, very familiar signatures of fluidity. The purpose to use it as a high-fashion industry push further of our idea to connect the design to a fluid fabric.

As observed in the building, we admired the significance of the frame structure, that was ahead of its time and timeless stuructural beauty that conveys from a cable-braced roof truss system.

While maintaining and taking importance the orginal integrity of stuctural elements and most part of soaring high, mixed cobble stone masonry wall, we desided to keep one part of the bigger piece off from its home building but to replace with far-newer foreign element, a wall of fabric.

CONSERVATION DESIGN PROCESS
CONSERVATION DESIGN PROCESS

SPATIAL FLEXIBILITY IN A ROOM OF HERITAGE

Rooms are united or divisible with curtains, and new walls added to it are light-weight higher isulation walls, hightening the structural capacity of centuries old building.

THE MIDDLE ATRIUM

In the middle of the building is the atrium filled with natural light penerated from the transclucent ethylene plastice wall, that is blown like a curtain out of the window.

From the lobby is a grand staircase, a monument by itself, with all the directions of trajectories and vision angles, curated to offer a vibrant creative environment.

CONSERVATION DESIGN PROCESS
CONSERVATION DESIGN PROCESS

II · COIGNETE ENTERPRISE

THE RAMP

INSTRUCTORS: PASTUSHENKO LEONID RYBACHEVA OLGA SLASTENIN PETR · SPRING 2020

CO-AUTHOR: ALEKSEY MOSKOVSKII

PROJECTS LIST: 01 · URBAN PLAN 02 · CIRCULATION 03 · APARTMENTS
URBAN PLAN
The project was created for the international competition Saint Gobain. One of the primary limiting elements that ultimately dictated the growth vector was the initial area that was provided, which was situated close to the railroad lines and the highway. Designing a residential complex together with the facilities people need for a decent life: a kindergarten, parking, and stores—was important for the project.
CIRCULATION
CIRCULATION

On this territory, we have located several low-rise buildings, which present different types of apartment layouts from studios to flats for families of 5-6 people. In the south of the site, we raised all the buildings above the ground to give more space for courtyards, playgrounds and greenery. Along the railroad, we arranged the buildings in such a way that the blind part of the facade was turned towards the railroad, and the balconies were turned towards the green courtyards. In order to create good noise isolation, we have provided parking under the park that runs along the entire complex located to the west and also a large number of trees to absorb polluted air. One of the main solutions in general is a pedestrian bridge connecting the nearest areas and our quarter, since before that people did not have the opportunity to get to neighboring areas directly because of the highway and railway. Now this area is finally connected to the rest of the neighborhood and people have easy access to everything through to the designed ramp.

APARTMENTS
APARTMENTS

Here on the west part of the site we have located numerous premium class apartments as you can see on the plans. There are 7 free standing buildings with the duplex apartments inside which have their own entrannce, paking in front of the house and also inside. In addition to all of this, each owner has his own small garden in front of the complex and the attic. These houses are located close to the railroad tracks, but by raising the skyline higher then usual and crating a park on the side of blank facades facing the railway tracks, we have created an absolutely comfortable living environment for a person - with a minimum of noise and pollution.

APARTMENTS
APARTMENTS

TWO LIGHTS

III · SISTER CHAPELS INSTRUCTOR: AGOSTINO DE ROSA SPRING 2022 CO-AUTHOR: AYE CHANN MAUNG PROJECTS LIST: 01 · SITE 02 · THE LIGHT

The new project directory as concerned to the course was to build a chain of chapels analogous to the historic ones, but with a purpose to mystrify the beauty of light, with references mainly given to James Turell, a prominent name in the architectures of light.

In 1604 the architect Giuseppe Bernascone , known as “il Mancino”, was summoned to design the various chapels and the scenographic route along the slopes of the mountain: he was the true artistic director of the construction of the entire devotional complex. In this way, in 1604, the Fabbrica del Ss. Rosario was started under the auspices of Cardinal Federigo Borromeo and his delegate for the sacred mountain, the archpriest Alessandro Mazenta .

The greatest fervor of activity, during the seventeenth century, was obviously recorded around the chapels of the Sacro Monte. Here the artistic quality of Giuseppe Bernascone , known as “il Mancino” is appreciated first of all in his ability to represent the prayer of the Rosary “in the form of a monument”, harmoniously merging architectural structures and the landscape. This “scenographic” attitude of his - which also earned him his involvement in the construction site of the Sacro Monte di Locarno– is revealed in the double attention to how the spectator should perceive from a distance the winding of the chapels and triumphal arches along the layout of the wide cobbled street, and how the pilgrim should enjoy, from some chapels, the panorama towards the plain and the Varese lake. It is no coincidence that there are some chapels, around which runs a portico which invites the visitor to admire the surrounding landscape.

SITE
HISTORICAL CHAIN OF CHAPELS THE NEW CHAPEL PATH
SITE
The site is chosen as to form an alignment with the chapel, the bell tower in the village seen beyond the valley, and the winter solistice sun that will come out of the mountain at 8:03 on December21. The entrance is right on the side of the hiking path, leading underground with two circular paths, one to the left being ramped way, and the opposite side with stair way. Both of the way leads to a hidden door set right outside the domed hidden chamber underground. Visitors gets down to the hidden chamber throught the two circilar paths, Ramp to the left, and the stairway to the right.
THE LIGHT

Domed chamber underground, adorned with the lumia exhibtion that projects the universe-like lightings underground is then leads to the vestibule through a tunnel where the beauty of natural light will come about in Cross-shaped.

The philosophy behind the design was to represent light at its most potentiality both artificially and naturally. To achieve it the building is submerged on the slope of the hill. One part of the build is built underground while the other come out to the levitating view looking down to the valley through a tunnel built across under the hiking path. Representing organic nature and the pure geometry, one absorb the similarity of flower petals and the other formed to be a dome.

Also, the presence onf “hiddeness”, promotes the human curiosity and when it was led to the underground, instead of the visible part of the structure, shakes up the excitement and offers interesting experience of travel.

The monumental status was given to the last leg of the buiding with is shaping acquiring the flower petals. Not only representing the nature, but also diffusing the natural light in to a symbolical cross-manner illumination.

ISOMETRIC SECTIONS

THEORY AND HISTORY OF REPRESENTATIONAL METHODS

THE LIGHT
OF NATURE
AS IF IT WERE BORN OUT
ELIZAVETA PERVOVA, AYE CHANN MAUNG CHAPEL DESIGN PROPOSAL FOR BELVEDERE, MONTE TRE CROCI, VARESE 2022 JUNE, SECONDO SEMESTRE - MA ARCHITECTURE Vestibule Tunnel footpath Lumia Dome

LUMIA

As the visitor arrive at the hidden chamber it is introduced under the dome, a overwhelming installationg of LUMIA, a light installation with colorful array of lights.

The installation of lumia is as simple as it can be done b y spolighting on a crooked thin sheets of film-like materials, that are roating slowing on a turntable. The playful color refelections on the wall of the dome, in the darkness resemble as grand as to the lights of universe.

Lumia is a form of art that uses light; originally associated with music but was later associated with painting. The term was coined by a twentieth-century artist, Thomas Wilfred.[1] In the early twentieth century, artists began to promote colors and light together in their works. Wilfred worked towards establishing lumia as a new form of art, but the medium has yet to achieve popular recognition.

THE LIGHT
VI · CHIESA DELLE TERESE SUPERVISORS: TRABUCCO DARIO SCARPA MASSIMILIANO MAGNI MARCO · SPRING 2022 CO-AUTHOR: ALISA PLUSNINA PROJECTS LIST: 01 · ARCHITECTURE 02 · EXHIBITION
BOX IN THE BOX

At his project we were given a space inside the church which is not currently active, but which has retained all the elements of the inerior. The aim of the project was to create an exhibition space where could be placed permanent and temporary exhibits. We had at our disposal not only the space on the floor, but also the entire empty volume that the church gives, we decided to use it all

ARCHITECTURE

We have created a structure that is attached to the floor of the church without destroying it. The design is a volume of a parallelepiped, where only supporting pillars are placed on the ground floor, then there is a space glazed around the perimeter, which allows you to create an exhibition on all sides of the floor, and all this ends with an open space where visitors can come as close as possible to the walls of the church and examine all interior details at arm’s length.

ARCHITECTURE
EXHIBITION
EXHIBITION
ELIZAVETA
+7 927 29 444 00 +39 38989 49 147 perwowa.liza@gmail.com
PERVOVA

Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.