P O R T F O L I O

P P T T LL

O O FF II

R R O O O O SOHEIL FAKHRI 2014 - 2022

C ONTENTS

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NEW PUBLIC HUB FOR MOSCOW THESIS PROJECT

The tall building is the most dominating symbol of the cities and the human-made wonder of the modern construction world that challenges gravity by reaching the clouds. It is, without any doubt, the manifestation of men’s relentless desire to build even higher .

Tall buildings are radically changing the urban landscape and cause the extraordinary density in small proportions of the land, but it seems impossible to avoid them at a time when the demand for land has been continuously increasing. In some cases, repetition of generic floors can maximize the profitability and density of a site, but some repetitive conditions can promote banality , disconnection, and ultimately fragmentation of the urban realm. Tall buildings raise a number of valid questions in our minds. The most interesting and fundamental question that is often asked might be: Why tall buildings?

This proposal for a new tall building in Moscow City addresses these concerns and seeks to answer the question by laying out arguments against and for tall buildings. Then, it provides a brief account of the historic and recent developments of tall buildings in Moscow by including their status during the historical and economical recession. The proposal also offers a new genre of a tall building in which connectivity and social identity are of high priority and importance. Also, In blending the line between public versus private space with the strategic and deliberate superimposition of a mixed program, The New Public Hub for Moscow can lay the groundwork for a future of high-density tall building which successfully brings with it a sense of neighborhood, connectivity , and vitality not only to the building itself but also for all the urban realm around.

WORK D ONE : Concept and overall design collaboration, all schematic drawings and diagrams, master plan design, presentation drawings such as plans, sections and elevations, collaboration in 3D modelling, assisting with structural design, building services design and building information modeling and the whole presentation.

CO-CREATORS & CREDITS : Politecnico di Milano [Team of 3 students], Feb. 2021 - July 2022, under the supervision of prof . Maria G. Folli.

N EW ART HUB FOR MOSCOW : IN MANIFESTO

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THE HEART OF MODERN MOSCOW

7

N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW EVOLUTION PRO CESS OF THE PROJECT

MASTERPLAN EVOLUTION PRO CESS

MASTERPLAN

URBAN ACCESSIBILITIES

METRO ROUTE CLOSE TO THE SITE

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VEHICLE & RIVER ACCESS

RAILWAY ROUTE & STATION

NEW PEDESTRIAN ACCESS MAP

FORM EVOLUTION PRO CESS

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N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW

FUNCTIONAL PRO GRAMMING

3D FUNCTIONAL PRO GRAMMING DIAGRAM PODIUM PODIUM

SOUTHERN TOWER

MAIN CANTEEN 30TH FLOOR - 33RD FLOOR TECHNICAL FLOOR 29TH FLOOR SOCIAL FACILITY CENTER 27TH FLOOR - 28TH FLOOR TERRACE GARDEN BAR 25TH FLOOR DIGITAL ART CENTER 23RD FLOOR - 24TH FLOOR TECHNICAL FLOOR 22ND FLOOR PUBLIC LIBRARY 19TH FLOOR - 21ST FLOOR SCULPTURE MUSEUM 16TH FLOOR - 18TH FLOOR TECHNICAL FLOOR 15TH FLOOR SMART CO-WORKING SPACE 13TH FLOOR - 14TH FLOOR TERRACE GARDEN BAR 11TH FLOOR MUSIC CENTER 9TH FLOOR - 10TH FLOOR TECHNICAL FLOOR 8TH FLOOR PUBLIC OFFICES 5TH FLOOR - 7TH FLOOR

ATRIUM MUSIC HALLS

NORTHERN TOWER

PODIUM

MULTIMEDIA CENTER 30TH FLOOR - 31ST FLOOR TECHNICAL FLOOR 29TH FLOOR CONFERENCE & MEETING CENTER 26TH FLOOR - 28TH FLOOR ART GALLERIES 23RD FLOOR - 25TH FLOOR TECHNICAL FLOOR 22ND FLOOR SMART START UP CENTER 19TH FLOOR - 21ST FLOOR TERRACE GARDEN BAR 16TH FLOOR TECHNICAL FLOOR 15TH FLOOR WORKSHOPS 11TH FLOOR - 14TH FLOOR MULTIFUNCTIONAL RECORDING STUDIO 9TH FLOOR - 10TH FLOOR TECHNICAL FLOOR 8TH FLOOR MINISTRY OF CULTURE 6TH FLOOR - 7TH FLOOR

PUBLIC PARKING LEVEL -1

TOWER MAIN CORES LEVEL -1 - 33RD FLOOR PODIUM MAIN CORES LEVEL -1 - 1ST FLOOR

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ATRIUM GROUND FLOOR - 31ST FLOOR MULTIFUNTIONAL MUSIC HALLS 9TH FLOOR -14TH FLOOR 23RD FLOOR - 28TH FLOOR MULTIFUNCTIONAL MARKET GROUND FLOOR - 1ST FLOOR

NO RT H

N ER

R WE TO SMART START-UP CENTER

MULTI FUNCTIONAL RECORDING STUDIO

FUNCTIONAL PRO GRAMMING IN BUBBLE DIAGRAM ART GALLERIES

WORKSHOPS

CONFERENCE & MEETING CENTER

TERRACE GARDEN BAR

THE ATR I UM MUSIC HALL TWO

NORTH CORE MULTIMEDIA CENTER

MEP

MEP TECHNICAL FLOOR

TERRACE GARDEN BAR

TOW ER

FOYERS BARS

MINISTRY OF CULTURE

SOUTHERN

BACKSTAGE SUPPORTING AREA

MUSIC HALLS

MINI BARS

THE

PO DI U

MUSIC HALL ONE

M

SO CIAL CONDENSER AS A SOLUTION FOR SHAPE, GEOMETRY & FUNCTIONS

SMART CO-WORKING SPACE

CORES PUBLIC LIBRARY BARS

MULTI FUNCTIONAL MARKETS

MAIN CANTEEN

SCULPTURE MUSEUM

ENTRANCE LOBBY

MUSIC CENTER

SOCIAL FACILITY CENTER OFFICES

BOOK STORE

MUSIC HALL FOYER

DIGITAL ART CENTER

SOUTH CORE

TERRACE GARDEN BAR

MEP

PARKING

TECHNICAL FLOOR

MEP

MULTIFUNTIONAL MUSIC HALLS MINISTRY OF CULTURE

MIDDLE-CLASS

SOCIETY & UPPER-CLASS

MULTIFUNTIONAL MUSIC HALLS

MULTIFUNTIONAL MUSIC HALLS

SOCIAL CONDENSER SOCIAL FACILITY CENTER

PUBLIC LIBRARIES

ELDERLY & YOUTH

MULTIFUNTIONAL MUSIC HALLS

LOWER-CLASS MULTIFUNTIONAL MARKETS

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N EW ART HUB FOR MOSCOW : IN A CLOSER VIEW OF THE PROJECT GROUND LEVEL PLAN

12

THE HEART OF MODERN MOSCOW

EXPLODED AXONOMETRIC VIEWS OF THE PODIUM LEVELS

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N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW

A CLOSER VIEW OF THE PROJECT

11TH FLOOR : TERRACE GARDEN BAR - MUSIC HALL - WORKSHOPS

10TH FLOOR : MUSIC CENTER - MUSIC HALL - MULTIFUNCTIONAL RECORDING STUDIOS

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9TH FLOOR : MUSIC CENTER - MUSIC HALL SUPPORTING AREA - MULTIFUNCTIONAL RECORDING STUDIOS

EXPLODED AXONOMETRIC VIEWS OF THE TOWER LEVELS

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N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW

3D VISUALIZATIONS

GROUND FLOOR : MULTIFUNCTIONAL MARKETS

11TH FLOOR : MUSIC HALL FOYER

6TH FLOOR : CENTRAL ATRIUM

10TH FLOOR : MUSIC HALL

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GROUND FLOOR : MULTIFUNCTIONAL MARKETS (THE BAR AREA)

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N EW ART HUB FOR MOSCOW : IN A CLOSER VIEW OF THE PROJECT

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THE HEART OF MODERN MOSCOW

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N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW SECTIONS OF THE COMPLEX IN URBAN CONTEXT

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N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW A CLOSER VIEW OF THE MULTIFUNCTIONAL MUSIC HALLS

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23

N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW FACADE DETAILS, INNOVATIVE MATERIALS & STRUCTURAL DESIGN

MATERIAL PALETTE OF FACADE

ALUMINUM PANELS

SPIDER GLASS GLAZING

ACOUSTIC CURVED GLASS

FACADE SYSTEM DESIGN The facade system is divided into two main parts: transparent and opaque.

The opaque part covers the front of the columns and shows the load path from the columns to the belt. As projecting the structural behavior in our design was the main goal, the opaque part covers the front of the columns and show the load path from the columns to the belt. We used the drywall system as the material for this part.

For the transparent part, there are three different types of glasses each representing a function and projects inside of the building to the exterior .

1. Curtain Wall 2. Spider System 3. Acoustic Glass

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CONCRETE CORE

CURTAIN WALL

Curtain wall system Producers: Kawneer Model: 7550

SPIDER SYSTEM ASSEMBLY

CURTAIN WALL

DRY WALL GLAZING

VERTICAL SUPPORT

HORIZONTAL SUPPORT

CURTAIN WALL & DRYWALL ASSEMBLY

ACOUSTIC GLASS SYSTEM ASSEMBLY, DESCRIPTION & INFORMATION - PRODUCER COMPANY : CRICURSA

25

N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW FACADE DETAILS, INNOVATIVE MATERIALS & STRUCTURAL DESIGN

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STRUCTURAL DESIGN PROCESS & EVOLUTION THE ATRIUM CORE CORE

STRUCTURAL BELT

225

STRUCTURAL BELT

75

100

AXONOMETRIC VIEW OF THE WHOLE STRUCTURE

STRUCTURAL ELEMENTS

CORES

LEVELS ON TOP OF THE STRUCTURAL BELTS LEVELS HANGING FROM THE STRUCTURAL BELTS

STRUCTURAL BELTS MUSIC HALLS

MARKET

27

N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW FACADE DETAILS, INNOVATIVE MATERIALS & STRUCTURAL DESIGN

EXPLODED AXONOMETRI

C VIEW OF THE TYPICA

L STRUCTURAL BELTS

A B

STRUCTURAL BELTS CONNECTIONS

B

A ELEVATIONS OF THE TYPICAL STRUCTURAL BELTS

28

BEAM LAYOUT TYPE 1 - WITHOUT AUDITORIUM

BEAM CONNECTIONS DETAILS

STEEL PRIMARY DOUBLE BEAM 2 x HEB 400 STEEL SECONDARY BEAM HEB 360

STEEL L-SHAPE PROFILE 120 mm x 120 mm

STEEL COLUMN HEB 500

STEEL L-SHAPE PROFILE 30 mm x 30 mm

BEAM LAYOUT TYPE 2 - WITH AUDITORIUM

STEEL SECONDARY BEAM HEB 360 STEEL PRIMARY DOUBLE BEAM 2 x HEB 400

STEEL PRIMARY DOUBLE BEAM 2 x HEB 400

STEEL COLUMN HEB 500

BEAM LAYOUT TYPE 3 - WITHOUT AUDITORIUM BALCONY

STEEL SECONDARY BEAM HEB 360

STEEL PLATE

STEEL L-SHAPE PROFILE 200 mm x 200 mm

STEEL PRIMARY DOUBLE BEAM 2 x HEB 400

midas Gen midas Gen POST-PROCESSOR DISPLACEMENT RESULTANT 1.37327e-02 1.24842e-02 1.12358e-02 9.98739e-03 8.73897e-03 7.49054e-03 6.24212e-03 4.99369e-03 3.74527e-03 2.49685e-03 1.24842e-03 0.00000e+00 SCALEFACTOR= 5.8419E+02

POST-PROCESSOR midas Gen DISPLACEMENT POST-PROCESSOR

RESULTANT DISPLACEMENT RESULTANT 1.37327e-02 1.37327e-02 1.24842e-02 1.24842e-02 1.12358e-02 1.12358e-02 9.98739e-03 9.98739e-03 8.73897e-03 8.73897e-03 7.49054e-03 7.49054e-03 6.24212e-03 6.24212e-03 4.99369e-03 4.99369e-03 3.74527e-03 3.74527e-03 2.49685e-03 1.24842e-03 2.49685e-03 0.00000e+00 1.24842e-03 SCALEFACTOR= 0.00000e+00 5.8419E+02

CB: SLS

CB: ULS SCALEFACTOR=

MAX : 3781 MIN : 127

MAX : 3781 5.8419E+02 MINSLS : 127 CB:

FILE: WITH BEAMS AROUND THE CORE 3_RESTORE_RESTORE UNIT: m DATE: 05/31/2022

MAX : 3781 UNIT: m MIN : 127 DATE: 05/31/2022

VIEW-DIRECTION X:-0.612 Y:-0.612 Z: 0.500

SLS CONDITION

FILE: WITH BEAMS AROUND THE CORE 3_RESTORE_RESTORE

VIEW-DIRECTION FILE: WITH BEAMS AROUND THE CORE 3_RESTORE_REST X:-0.612 UNIT: m Y:-0.612 DATE: 05/31/2022 Z: 0.500 VIEW-DIRECTION X:-0.612

Y:-0.612

ULS CONDITION

Z: 0.500

DISPLACMENT TEST RESULT OF PROJECT IN MIDAS SOFTWARE

29

N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW

BUILDING INFORMATION MODELING

BIM WORKFLOW

ONEDRIVE

COMMUNICATION & DATA SHARING

MICROSOFT TEAMS

ADOBE PHOTOSHOP TWINMOTION

DATA COLLECTION

DATA MAPPING ADOBE INDESIGN ADOBE ILLUSTRATOR

GOOGLE EARTH

GOOGLE MAPS

AUTOCAD

SKETCHING

SITE ANALYSIS

SKETCHING

CONCEPTUAL DESIGN

LOD 100

CONSTRUCTION PROCESS & SITE

AUTOCAD

ENERGY ANALYSIS & VERIFICATION

LOD 350

.DWG

VELUX 3D MODELLING LOD 200 .DXF

INTERIOR LIGHT ANALYSIS RADIATION & WIND ANALYSIS

.DWG PRELIMINARY MODELS

STRUCTURAL DESIGN

SKETCHUP

LADYBUG

LOD 300

REVIT

FACADE DEEPENING

LOD 400

GRASSHOPPER

RHINO 3D

STRUCTURAL DETAILS TEKLA STRUCTURES

SHADOW ANALYSIS FOR THE SITE OF PROJECT WHICH IS LOCATED IN THE WESTERN PART OF MOSCOW CITY NEIGHBOURING MIBC - PROVIDED BY LADYBUG SOFTWARE

30

December 15:00

September 15:00

June 15:00

March 15:00

December 15:00

September 15:00

June 15:00

March 15:00

DAYLIGHT RECEIVED IN DIFFERENT SEASONS IN ISO COUNTOUR (15:00 / SUNNY DAY) THE AUDITORIUM - PROVIDED BY VELUX DAYLIGHT VISUALIZER

DAYLIGHT RECEIVED IN DIFFERENT SEASONS IN ISO COUNTOUR (15:00 / SUNNY DAY) TYPICAL FLOORS - PROVIDED BY VELUX DAYLIGHT VISUALIZER

ACTIVE HOUSE RADAR - INTEGRATION OF COMFORT, ENERGY AND ENVIRONMENT IN THE DESIGN PROCESS OF THE PROJECT - CONSIDERED AND APPLIED FOR FOYERS

TWO FIGURES REPRESENTING THE BEAM TO COLUMN CONNECTION DETAILS OF THE PROJECT - PROVIDED BY TEKLA STRUCTURES SOFTWARE

PROJECT CONSTRUCTION PROCESS PROVIDED BY SYNCHRO SOFTWARE

31

N EW ART HUB FOR MOSCOW : IN

THE HEART OF MODERN MOSCOW

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ATRIUM VOID

START UP SPACE AND OFFICES

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PUBLIC LIBRARY

ATRIUM VOID

START UP SPACE AND OFFICES

BLACK WATER RAIN WATER GREY WATER SPEED REDUCER

SEPTIC TANK

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DRAINAGE SYSTEM SHOWN ON THE WHOLE SECTION

33

JANATA TOWER : THE EYE OF MUMBAI

PROPOSAL FOR 2020 INTERNATIONAL SKY -HIVE COMPETITION Janata tower , is a 43 level office and public function centered tower which is located in Mumbai, India. The site of the project is located in a high potential neighbourhood of Mumbai with proximity to Mithi river , Maharashtra nature park and Dharavi district. These 3 major points are one of the key concepts in the triangular shape of the building. The goal of the project is to create a tower that acts as a catalyzer for innovation, sustainable development and also as an infrastructure representative for the area.

The tower is designed to be a vertical city that will pave the way and lay the foundation for the sustainable development of both present and future settlements.

In terms of spaces, the lower and the last floors are mainly dedicated to public functions because of having easy access besides their unique spatial experience opportunity for a wide range of external visitors.

The podium of the complex is a widely designed plaza below the ground level to host the traditional and local celebrations.

Besides, it functions as a temporary market for the area. Many of the Indian architectural elements and objects have been taken under consideration in designing the plaza. The tower has been also lifted up to emphasize more on the visualisation in the ground floor and to maximize the transparency in the eye levels.

WORK D ONE : Concept and overall design collaboration, assisting with schematic drawings and diagrams, master plan design, presentation drawings such as plans, sections and elevations, daylight analysis, sustainability and water management, assisting with rendering and post-production and the whole presentation.

CO-CREATORS & CREDITS : Politecnico di Milano [Team of 7 students], Feb. 2020 - June 2020, under the supervision of prof . MG. Folli.

J ANATA TOWER : THE MANIFESTO

36

EYE OF MUMBAI

37

J ANATA TOWER : THE

EYE OF MUMBAI BASE STUDIES & ANALYSIS

FORM EVOLUTION PRO CESS

MASTERPLAN

SITE ENERGY ANALYSIS - PROVIDED BY LADYBUG

MAIN CONCEPTS & IDEAS JANATA TOWER

38

TOTAL RADIATION (KWH/M 2 ) 1 JAN. 10:00 - 31 DEC. 18:00

WIND ROSE (M/S)

1 JAN. 10:00 - 31 DEC. 18:00

RADIATION ANALYSIS (KWH/M 2 ) 1 JAN. 10:00 - 31 DEC. 18:00

39

J ANATA TOWER : THE

EYE OF MUMBAI A CLOSER VIEW OF THE PROJECT

THE PLAZA 1. The bridge 2. The main entrance 3. Reception desk 4. Greenery in central area 5. Light bamboo structure as semi-open ceiling 6. Connection from - 6.50 To 0.00

THE GROUND LEVEL 1. Entrance to - 4.50 2. Market 3. Vast area for ceremonies & celebrations 4. Greenery 5. Water 6. Pathway & the interactive wall 7. Open space gallery under the building 8. Access from - 6.50 To 0.00

40

TOWER SECTION

41

J ANATA TOWER : THE

EYE OF MUMBAI SLA OFFICES BLO CK CLOSE-UP

TOWER AXONOMETRY

42

JAN. 13:30

FALSE COLOR

ISO CONTOUR

RAW RENDER

ISO CONTOUR

RAW RENDER

ISO CONTOUR

RAW RENDER

ISO CONTOUR

RAW RENDER

SEPT. 13:30

FALSE COLOR

MAY 13:30

FALSE COLOR

DEC. 13:30

FALSE COLOR

SLA OFFICES BLOCK

MONTHLY DAYLIGHT RECEIVED (13:30 / OVERCAST DAY ) SLA OFFICES - PROVIDED BY VELUX DAYLIGHT VISUALIZER

FACADE MATERIAL & DETAILS The economy of the construction process was taken into consideration through the selection of local materials like bamboo and the forecasting of its maintenance during the time.

ATTRACTION POINT ON THE SOUTHERN CORNER WITH MINIMUM DISTANCE OF BAMBOO STICKS

EXTERIOR FACADE

NORTHERN CORNER WITH THE MAXIMUM DISTANCE OF BAMBOO STICKS

INTENSIVE GREEN SLAB

43

J ANATA TOWER : THE

EYE OF MUMBAI SUSTAINABILITY & STRUCTURE

SUSTAINABILITY The building is shaped to optimize the energy consumption through the subtraction of volumes where the solar radiation is stronger (For example through massive and cold voids where the greenery and bamboo can act as protection and mitigation from sun and wind.)

GUTTERS ON THE EACH FLOOR WITH WATER ABSORBING MATERIALS (SODIUM POLY-ACRYLATE) MEP FLOOR EMERGENCY OVERFLOW TO THE STORM SEWER PIPES

RECYCLED CONCRETE / PLASTIC / GLASS / METAL

RAINWATER COLLECTION AND USE RESULTING IN 35% OF WATER SAVING

OVERFLOW TO THE CISTERN

CERTIFICATED BAMBOO USING

MEP FLOOR

FLUSHING AND INTERIOR LANDSCAPE IRRIGATION

MEP FLOOR

STORM SEWER LANDSCAPE DRAINAGE CISTERN

ACTIVE HOUSE RADAR - INTEGRATION OF COMFORT, ENERGY AND ENVIRONMENT IN THE DESIGN PROCESS OF THE JANATA TOWER PROJECT - CONSIDERED AND APPLIED FOR SLA OFFICES BLOCK

LANDSCAPE IRRIGATION

WATER MANAGEMENT PROPOSAL

STRUCTURE The structure of the tower is consisting of three main concrete cores and steel columns as vertical load-supporting structural elements, a combination of primary and secondary beams, and concrete slabs as horizontal load-bearing structural elements.

The section of the columns is bigger on the lower floors (from the plaza to 21.50 Meters) due to the huge amount of loads. These columns are consisting of four i sections which are combined together and covered by a round fireproof covering.

SLA OFFICES SECTION

44

ED BY AN AUTODESK EDUCATIONAL PRODUCT 15

13 ,8 13 ,8

9 COMPOUND BEAM

SLAB (METAL DECK WITH CONCRETE)

CONCRETE CORE

14

,7

BEAMS SEEN IN VOID

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4

12,9

7,4

12,9

51,7

BEAM LAYOUT

CE

PRIMARYBEAM-HE BEAM - HE 650 X 407 PRIMARY 650x407 SECONDARYBEAM-IPE BEAM - IPE SECONDARY 270270

SECONDARY BEAMS (IPE 270) PRODUCED BY AN AUTODESK EDUCATIONAL

PRIMARY BEAMS (HE 650 X 343)

CANTILEVERED SLABS

SLAB WITH DIFFERENT VOID CONFIGURATIONS

CANTILEVERED BEAMS (IPE 270)

COLUMN (HD 400 X 509)

SLA OFFICES PLAN

COLUMNS 4 X HD 400 X 509 + ASTM A 500 (20 X 20 X 0.75)

45

SHENZHEN OPERA HOUSE : FOR PRESENT & FUTURE

PROPOSAL FOR 2020/21 SHENZHEN OPERA HOUSE DESIGN COMPETITION As an important showcase of China’s reform and opening up, Shenzhen is a vibrant, creative and modern coastal city . Boasting the core engine of Guangdong - Hong Kong - Macao greater bay area (GBA), it is envisioned to be a global benchmark that excels in competition, innovation and influence by the middle of this century .

Referencing the layout of leading international cities, Shenzhen launched the construction plan of “ten major cultural facilities in the new era”. Shenzhen opera house (the project), the most important one among them, is expected to bring quality cultural life to the citizens as a world-class palace of art, a new international platform for cultural exchanges in GBA, a new cultural landmark of Shenzhen, and a quality coastal art parlour for the public.

The masses are sculptured to resemble traditional Chinese boats.

Fragmenting the building – the 4 main halls are allocated according to the 4 main interest points in the site (the mountain, the park, the bridge, and the sea) creating a courtyard in the middle, reminiscent of traditional Chinese architecture.

The fragmented pieces are more easily integrated with the landscape and provide different types of public spaces. Changes in height and scale are to determine hierarchy and harmony within the complex. In order to connect these four main masses, a podium has been considered based on the concept of water sleeves in traditional Chinese dance.

On the other side of the road, in the northern side, a suppor ting building has been designed in which the lower levels serves the opera house, and the upper levels are dedicated to residential suits for actors, visitors and some of the staff .

WORK D ONE : Concept and overall design collaboration, assisting with schematic drawings and diagrams, master plan design, 50% collaboration in presentation drawings such as plans and sections, participation in building services design and building information modeling, assisting with rendering and post-production and the whole presentation.

CO-CREATORS & CREDITS : Politecnico di Milano [Team of 6 students], Sep. 2020 - Jan. 2021, under the supervision of prof . MG. Folli.

S HENZHEN OPERA HOUSE : FOR MANIFESTO

48

PRESENT & FUTURE

49

S HENZHEN OPERA HOUSE : FOR

PRESENT & FUTURE

BASE STUDIES & ANALYSIS

MASTERPLAN

50

ST CE

HE COMPLEXES OT WA LK AB

ONNECTIONS DC AN

UN RO

ENT R

ION PATHS LAT CU R CI

UND ER G

VEH I CL

E

1. MAIN OPERA HALL 2. SMALL OPERA HALL 3. MULTIFUNCTIONAL THEATRE 4. CONCERT HALL 5. PODIUM 6. CENTRAL COURTYARD 7. UNDERGROUND ENTRANCE 8. CANOPY 9. VIEWING DECK 10. ON-WATER STAGE 11. DOCUMENTRY MUSEUM 12. ART PARLOR 13. MAIN OFFICES 14. WORKSHOPS 15. RESIDENTIAL COMPLEX 16. UNDERGROUND CORRIDOR 17. SERVICE BUILDING ENTRANCE

LE

RO

OFS

CONTAINER

X

CONTENT

51

S HENZHEN OPERA HOUSE : FOR A CLOSER VIEW OF THE PROJECT

GROUND FLO OR PLAN

52

PRESENT & FUTURE

MAIN OPERA HALL 12:00

16:00

8:00

12:00

16:00

8:00

12:00

16:00

8:00

12:00

16:00

LEVEL 14.7M SERVICES AUDITORIUM SKY RESTAURANT PANORAMIC TERRACES

1ST FLO OR LEVEL 3.7M BARS SERVICES AUDITORIUM PANORAMIC TERRACES

21ST DEC.

2ND FLO OR

21ST SEPT.

21ST JUNE

21ST MAR.

8:00

PERSPECTIVE DAYLIGHT FACTOR ANALYSIS FOR MAIN OPERA HALL DURING DIFFERENT SEASONS AND TIMES - PROVIDED BY VELUX DAYLIGHT VISUALIZER

GROUND FLO OR LEVEL -2.8M FOYER SECURITY ARCHIVES AUDITORIUM GREEN RO OM ADMINISTRATION STAGE DROP-OFF PANORAMIC TERRACES

UNDERGROUND FLO OR

STAGE EMERGENCY PUBLIC SERVICE ARTISTS

CIRC. CIRC. CIRC. CIRC. CIRC.

LEVEL -9.3M MEP BACKSTAGE WAREHOUSES STAFF RO OMS ORCHESTRA PIT STORAGE RO OMS CONTROL RO OMS DRESSING RO OMS REHEARSAL RO OMS COSTUME WORKSHOPS MANUFACTURING RO OM

SECTION OF THE COMPLEX

53

S HENZHEN OPERA HOUSE : FOR

PRESENT & FUTURE

FACADE, DETAILS & MATERIALS

STRUCTURE

ALUMINUM CLADDING

WIND OW PROFILES, GLASSES, & AIR DAMPERS

EXPLODED AXONOMETRY OF FACADE

FACADE CLOSE-UP

WALL SECTION

THE FACADE OF THE NORTHERN TOWER IS CONSISTING OF TWO PARTS: 1.THE PERFORATED ALUMINUM BLINDS EITHER OPEN OR CLOSED. 2.THE MAIN DIAGRID STRUC TURE IS ALSO VISIBLE.

DETAIL 1.1

54

DETAIL 1.1

55

S HENZHEN OPERA HOUSE : FOR

PRESENT & FUTURE

FACADE, DETAILS & MATERIALS

FACADE EVOLUTION PRO CESS

CONNECTION DETAIL IN 3D

FACADE CLOSE-UP

SPIDER FIXING STS THREADED WHASHER (HOLDS THE GLASS) TELESCOPIC SHAFT PURLIN (HOLDS CERAMIC SHADES)

FACADE IN 3D LAMINATED GLASS

ST52 STEEL ST37 STEEL

SI-N CERAMICS THE DIMENSIONS OF THE STRUCTURAL ELEMENTS VARY BASED ON THEIR POSITION ON THE FACADE. IN THIS SELECTED AREA THE LENGTH OF THE LEGS OF TRIANGLES ARE AROUND 2.4M & THE BASES ARE 2.3M.

CONNECTION DETAIL IN 2D INTERIOR

EXO SKELETON

EACH TRIANGLE IS COV ERED BY FOUR PIECES OF G L A S S T H AT A R E H E L D

BY THE SPIDER FIXINGS.

SPIDER FIXING LAMINATED GLASS TELESCOPIC SHAFT

THESE SPIDER FIXINGS ARE PLACED ON THE CORNERS & THE MIDDLE OF THE TRIANGLE SEGMENTS.

PURLIN

THERE ARE TELESCOPIC SHAFTS THAT HOLD ALL THE FACADE ELEMENTS ON THE STRUCTURE.

CERAMIC SHADES

EXTERIOR

INTERIOR DAYLIGHT ANALYSIS WITH APPLYING CERAMIC LOUVRES 3000 MM LEVEL

8000 MM LEVEL

16000 MM LEVEL

24000 MM LEVEL

SUN

HO

UR

AN

A S LY

IS

- LA

3000 MM LEVEL

8000 MM LEVEL

16000 MM LEVEL

24000 MM LEVEL

REAL PLAN RENDER DAYLIGHT ANALYSIS FOR SMALL OPERA HALL - WITH AND WITHOUT CERAMIC LOUVRES IN THE FACADE - PROVIDED BY VELUX DAYLIGHT VISUALIZER

56

DY B U G

INTERIOR DAYLIGHT ANALYSIS WITHOUT APPLYING CERAMIC LOUVRES

MULTIFUNCTIONAL THEATRE HALL FLO OR PLANS & EXPLODED AXONOMETRIC VIEW

3RD FLO OR

LEVEL 13.8M MEP EQUIP MENT RO OM

2ND FLO OR LEVEL 8.8M SERVICES SKY RESTAURANT REHEARSAL RO OMS

1ST FLO OR LEVEL 3.8M BAR SERVICES AUDITORIUM GREEN RO OM DRESSING RO OM ADMINISTRATION BLACKBOX THEATER PANORAMIC TERRACES

GROUND FLO OR LEVEL -2.8M FOYER SERVICES VIP AREA SECURITY GIFT SHOP CLOAKRO OM AUDITORIUM ADMINISTRATION CONFERENCE RO OM

UNDERGROUND

STAGE EMERGENCY PUBLIC SERVICE ARTISTS

CIRC. CIRC. CIRC. CIRC. CIRC.

LEVEL -7.8M MEP BACKSTAGE WAREHOUSE STAFF RO OM GREEN RO OM DRESSING RO OM CONTROL RO OM STAGE DROP-OFF

57

S HENZHEN OPERA HOUSE : FOR

PRESENT & FUTURE

BUILDING SERVICES DESIGN

COMFORT CONDITIONS Spaces that present equivalent functions have been identified with the same code and grouped in the same category (A,B,C...)

This identification is helpful to determine the number of AHU required given that the spaces identified by the same code have the same climatic needs and therefore can use the same AHU for air renewal.

For each category the number of rooms is identified and the values in the table correspond to the sum of their area (A), and volume (V).

The parameter I (crowding index) is given in the italian standart UNI 10339. The usage (W) , in number , was calculated approximately by multiplying the density/crowding index by the surface area BUILDING SERVICES DESIGN For the auditorium the number of seats was (A) of each space. considered.

CONFORT CONDITIONS Spaces that present equivalent functions have been identified with the same code and grouped in the same category (A,B,C...)This identification is helpful to determine the number of AHU required given that the spaces identified by the same code have the same climatic needs and therefore can use the same AHU for air renewal.

For each category the number of rooms is identified and the values in the table correspond to the sum of their area (A), and volume (V).

The parameter I (crowding index) is given in the italian standart UNI 10339. The usage (W) , in number, was calculated approximately by multiplying the density/crowding index by the surface area (A) of each space. For the auditorium the number of seats was considered.

MULTIFUNCTIONAL THEATER QUANTITATIVE ANALYSIS MULTIFUNCTIONAL THEATHER | QUANTITATIVE ANALYSIS Code

Quan�ty (#)

A (m²)

I (pp/m²)

W(#)

V (m³)

Tint,i (°C)

Te(°C)

Tavg,e(°C)

A

Foyer / Void

ROOM

2

967,5

1,5

800

22252,5

16

15

23

Ui (%)

Ue (%)

Qot (m³/s per person) 5,5 x 10-³

B

Auditorium

1

607,19

1,5

733

10322,23

20

15

23

12,5 x 10-³

C

Black box

1

156,58

1,5

200

1487,51

20

15

23

5,5 x 10-³

D

Commercial / Store

1

62,23

0,1

10

280,035

20

15

23

E

Bar/ Restaurant

2

191,46

0,6

110

861,57

20

15

23

11 x 10-³ 10 x 10-³

F

WC

27

335,93

//

50

1007,79

24

15

23

Ext. (1,5 vol/h)

G

Prep. Kitchen

4

108,92

0,6

60

326,76

20

15

23

H

Dressing Rooms

7

227,13

0,3

70

681,39

20

15

23

50

70

Ext. (1,5 vol/h)

ROOM Foyer / Void

N. of AHU (#) 1

ROOM

1

Auditorium

1

Rehearsal Rooms

1

Black box

1

Offices

1 1

Commercial / Store

1

Circula�on / Communal

Bar/ Restaurant

1

Warehouses

WC

1

Services / Mechanical

Prep. Kitchen

1

TOTAL

1 1 12

6 x 10-³

I

Rehearsal Rooms

6

207,5

0,3

60

933,75

20

15

23

6 x 10-³

J

Offices

10

361,4

0,12

40

1626,3

20

15

23

11 x 10-³

K

Circula�on / Communal

25

948,83

0,2

200

4269,735

20

15

23

9 x 10-³

L

Warehouses

2

195,77

//

50

880,965

16

15

23

7 x 10-³

M

Services / Mechanical

7

687,75

//

50

3094,875

16

15

23

7 x 10-³

T i = D E SI GN I N T E R N A L T E MP E R AT UR E FOR W I NT E R Te = CR I T I CA L E XT E R N A L/ OUT D O OR T E MP E R AT U RE Teinternal = AV E Rtemperature A GE E XT Efor R Nwinter; A L/ OUT DUi= O OR T E MP E R AT U RE Ti = design internal humidity Te= critical temperature Ue = external humidity Uiexternal/outdoor = I N T E R N A L HUMI DITY Te= average external/outdoor temperature Ue = E XT E R N A L H UMI D I T Y

HVAC | ALL AIR SYSTEM

HYDROPNEUMATIC WATER SUPPLY SYSTEM

Air conditioning systems are classified based on the fluid media used in the thermal distribution system.

We’ve opted for an All Air Systm as they offer a better potential for energy conservation; can provide simultaneously heating and cooling and noise in the conditioned space can be minimized by locating the power plan isolated. All Air systems are also better suited for buildings such as ours where we require individual and close control of multiple zones.

The pressure tank system creates water pressure by using compressed air to bear down on the water. Because of this pressure, when a valve is opened water is pushed out of the tank through the pipes. When the water in the pressures tank drops below the required amount, a pressure switch is activated turning on the pump. The pump then refills the pressure tank. The combination of the pressure tank, pressure switch and the pump is what allows water to flow through the building.

Because the tank acts as a reservoir, it allows water to be drawn from the tank without the pump cycling on and off each time the water is turned on. This ultimately protects and prolongs the lifespan of the pump. Pressure tanks also reduce instances of water hammer as they reduce air in the pipes and control the pressure of the water. Moreover, the system can work without a gravity tank.

MULTIFUNCTIONAL THEATER SEWAGE SYSTEM WC TRAP

DRAIN

COLD WATER OUTLET COLD WATER GATE VALVE HOT WATER GATE VALVE COLD WATER COMPRESSION VALVE HOT WATER COMPRESSION VALVE COLD/HOT WATER VERTICAL PIPES COLD WATER HOT WATER MAIN DRAINAGE PIPE VENTILATION SECONDARY DRAINAGE DRAIN

58

N. of AHU (#)

Dressing Rooms

CONNECTION TO OUTSIDE (ROOF GRIDS)

OPEN TO OUTSIDE

OPEN TO OUTSIDE

TO INSPECTION BOX

TO INSPECTION BOX CONNECTION TO OUTSIDE

SANITARY WATER SUPPLY CENTRAL 1. COLD WATER MAIN SUPPLY LINE 2. WATER RESEVOIR 3. PUMP 4. PRESSURE TANK 5. SUPPLY LINE TO VERTICAL COLUMNS 6. WATER HEATER 7. HOT WATER STORAGE TANK

BATHROOM DRAINAGE VERTICAL VENTILATION STACK KITCHEN/GREASE DRAINAGE DRAIN

VERTICAL COLUMN/PIPE HORIZONTAL BRANCH SUPPLY LINE + CONNECTORS VERTICAL COLUMN/PIPE (SANITARY HOT WATER) HORIZONTAL BRANCH SUPPLY LINE + CONNECTORS (SANITARY HOT WATER)

59

OTHER PROJECTS

BACHELOR PROJECTS FROM 2014 TO 2018 WORK D ONE : All of the project levels from concepts and ideas to plans, 3D modelling, renders and overall presentation.

O THER PROJECTS : A

BRIEF OVERVIEW

CULTURAL CENTER

WITH THE CONCEPT OF ALLIANCE

ELEMENTARY SCHO OL

WITH INCREASING SO CIAL INTERACTIONS APPROACH

62

VILLA

FOR A DESIGNER FRIEND

ARK RESIDENTIAL COMPLEX

WITH SO CIAL SUSTAINABILITY APPROACH

63

MISCELLANEOUS PHOTO GRAPHY

A brief overview of my photography experience.

M ISCELLANEOUS : PHOTO GRAPHY 500px.com/expectedsoheil

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