Worksample by Alexis Rosenthal

Alexis Rosenthal

Alexis Rosenthal 05/14/2017 Southern California Institute of Architecture B.ARCH Degree 2013-2018 1541 South Bedford Street Los Angeles, CA, USA 90035 Dreve de la meute, 22 1410 Waterloo, BELGIUM

Architecture is the equilibrium between art and science. In that sense it is, for me, the most pluridisciplinary field, an exercice in thoughtfully combining knowledge of all sorts in a symbiotic manner, in order to create various environments and experiences for the users and the viewers. Meant to provide shelter and comfort for its inhabitants, Architecture should also leave space for their creativity. In the best of cases, it should thrive to instigate social behaviour, emotions and civic acts on the users -or when the program is undefined -observing the resulting effects on people should, I think, be the architect’s duty.

US: +1 (310) 990 6061 BE: +32 475 61 38 79 alexisrosenthal@icloud.com Citizenships: American Belgian French

As Architecture exists since humans and animals have sought to build shelter in sometimes hostile environments, it is in a constant state of evolution. Today it encompasses a variety of aspects, from theories to discourses and evolving technologies to actual physicality that is present, occupied and experienced. It personally affects everyone everyday everywhere and is indispensable to human survival; hence, I think the attention and fascination that revolves around it is justified.

Education 2017 2013 - present 2012 2005 - 2013 1997 - 2005

Curriculum Vitae Frank Gehry Vertical Studio (SCI-Arc) Southern California Institute of Architecture U.C.L.A. Summer program Teen Arch’ Studio Lycee Francais Jean-Monnet South Sea School/ Ecole Saint-Paul

Los Angeles, CA USA Los Angeles, CA USA Los Angeles, CA USA Brussels, BELGIUM Papeete, Tahiti, FRENCH POLYNESIA

Experience and Extra-Curricular May-July 2015 Internship: SHSH Architecture+Scenograohy, Brussels, BELGIUM October 2012 Internship: ICEBERG Architecture Studio, Brussels, BELGIUM 2009 and 2013 Class representative and Student-union active member

Awards 2013 2014 2015 2016 2017

French Baccalaureate Highest Honnor SCI_Arc end of year exhibition (“Spring SCI_Arc end of year exhibition (“Spring SCI_Arc end of year exhibition (“Spring SCI_Arc end of year exhibition (“Spring

Show”) Show”) Show”) Show”)

selected selected selected selected

works works works works

Softwares Rhinoceros 3D

Autodesk Autocad

Adobe Illustator

Autodesk Revit

Adobe Indesign

V-ray Rendering

Adobe Photoshop

Keyshot

Autodesk Maya

Grasshopper

Sketch-up, Word, Power-point, Excel, Z-brush, Z-print FRENCH

ENGLISH

SPANISH

SITTING AT A DESK

2’-9” (84 cm)

Desk 2’-7” (79 cm)

Head 4’-6” (137 cm)

Curriculum Vitae

6’-1” (186 cm)

2’-6” (79 cm)

Studio (duo)

SCI_Arc Expansion

5’-10.5” (179 cm)

Studio (duo)

2’-9” (84 cm)

Hudson Yard High-Rise

Studio (duo)

Los Angeles Center for Architecture

Studio

5’ (152 cm)

Shadow Machine House

Studio

Shadow Machine House - Development

0’-11.25” (28cm)

POSITIONS

6’-5.6” (197 cm)

6’-3” (190 cm)

Group Project

Culinary School

Studio

Intership SHSH

Professional Experience

Gehry Partners: The Future of Prisons

Eli and Edythe Broad Museum

7’ (213 cm)

1’-11” (59 cm)

Studio

LYING DOWN

Group Project

Design Development

Group Project

Details Details Canopy

6’-1” (186 cm)

STANDING

1’-10” (55 cm)

1’-4” (41 cm)

LOUNGING

4’-10” (146 cm)

Elective

4’-10” (147 cm)

SCI_Arc Expansion Spring 2016 - Maxi Spina Educational 950 E. 3rd Street, Los Angeles, CA Collaboration: Karim Saleh This Studio Project began with a study of part-to-whole relationships. We were asked to propose series of pieces or a single piece that fit with another (or itself) in different manners. The focus was thereafter to start forming masses through the assemblie of the pieces, in our case three. The first piece consist of a standard cube, the second one has a truncated corner from the diagonal of the top face, the third is indented towards the diagonal of the cube. The rotation of each of the three pieces provided different connections, attachment and textures. By looking closely at the jointure and sewing lines of our assemblies we provided techniques of folding and turning that enabled us to atriculate our masses. Our four masses were stiched together also through the help the partsâ&#x20AC;&#x2122; rotations. As the building scale is very large the challenge was to bring light towards the center of the mass in order to naturally lit most of the educational program. We took a stance at reinforcing the stiching lines where different masses come together or a masse folds by rendering the sawtooth stitching as multi level light wells. We have also carved out one of the crease where two masse colided to create a large atrium arm that reaches the center of the mass and acts as the spine for the circulation of the building thereby becoming a socially activated space. In terms of materiality and building tectonics we created two systems of paneling which either contradict or accentuate the natural grain of the aggregation. The first systems is large GFRC strips that cover the entire building and defines differents grains depending on the faces on which its applied. Thereafter a second system of strips a third of the width of the first ones covers the folds of the mass which are oriented south and are though of as iontegrated photovoltaic surfaces. A similar idea was used to define apertures, going against or reinforcing the panels directions and piercing ling strips of glass.

Axonometric and top view Part-to-whole possible relationships

Axonometric view : Mass composition and grains

Current page: Up: Catalogue of parts for aggregation and possible assemblies Down: Isometric site view Opposite page: Up: Second floor plan Down: Longitudinal Section

Axonometric view : Ground floor, public vs studios

Axonometric view : First floor, studios vs educational

SCI_Arc Expansion N Plan B ( at 39’) 1/16” = 1’ B9 A1

C10

C11

C13

C12

B8 B7 B6 B5 B4 B3 B2 B1

A D1

A10

A11

A13

A12

A14

A15

A16

SK SK 1

25’

18’

AS 3034 | DESIG AS 3034 D AS 3034 | DES

SEAN JUSTIN SEAN JUSTIN SEAN JUSTIN RISHAB RISH RISHA

18’

INSTRUCTORS: S INSTRUCTORS: INSTRUCTORS:SCP PA CONSULTANTS: J CONSULTANTS: JA CONSULTANTS: M

30’

STUDIO 6.1

PHOTOVOLTIC PANEL

G 12’

P.V. FRAME

Steel Box Frame to Support P.V Cells )

STUDIO 6.2

(62" x 128”)G1 (Prefabricated Fiberglass Reinforced Concrete Panels)

GFRC PANEL

10.5’

16’

STUDIO 6.3

GALLERY 5.1

10.5’

6’

D 12’

14’

LOBBY 2.1

AUDITORIUM 1.1

C 6’

19’

75mm EXTRUDED ALUMINUM LOUVER BLADE Fixed at Center to Rotate. Operated by Electric Motor.

14’

PARKING 0.1

STEEL BOX FRAME

12’

Steel Frame to Support Operable Louver System )

PRIMARY GRAV. STRUCT

PARKING 0.2

Primary Gravitational support for the shell of the building )

12’

)

ROLLED STEEL

(Secondary Larteral Support Structure )

WATERPROOF MEMBRANE

Primary Moisture Barrier for Facade System ) )

THERMAL INSULATION

Primary Thermal Barrier )

GLAZING CASSETTS

Aluminum frame along the perimeter of each panel to secure mounting brackets ) and support the FRP )

RAILING CAP

(Protects Drywall )

W 18x32

(Primary Spans for Floor Plates )

#6 REBAR

(Renforces the Concrete Flooring )

FIRE SRINKLER

DRAWIN DRAW DRAW D

NO.

1 NO. 2 11 32 43 54 655 76 87 98

Atrium interior perspective view: circulation paths

Level 5

Level 4 Level 3

Level 2 Level 1 Level 0

Level -1

Interior elevation vertical circulation North Elevation (3rd Street) 1/16” = 1’

West Elevation 1/16” = 1’

Current page: Up: Central atrium and circulation drawings Center: West elevation Down: Model photograph (north elevation) Opposite page: Model photographs

SCI_Arc Expansion

Up: Details Design, materials and specs Left: Wall section callout. Down: Details Design, materials and specs Right: Environmental Strategies diagram: natural light and ventilation and heat purge

Solar

Facad Linea

2” X

Interio painte

Metal (4” x White 3/4”

Interior view: Studio spaces, slabs and columns, revelled wall structure

SKARR SKARR

GFRC PANELS BOLTED TO BRACE FRAME GFRC PANELS BOLTED TO BRACE FRAME

INSULATION

450mm x 150mm ROLLED STEEL BEAM

AS 3034 | DESIGN DEVELOPEMENT | FALL AS 3034 DESIGN DEVELOPMENT FALL 2016 2016 AS 3034 | DESIGN DEVELOPEMENT |2016 FALL [TEAM[TEAM 1] [TEAM 1] 1] SEAN SEAN JUSTIN - KARIM SALEH - RYANRYAN FARNAM JUSTIN FARNAM SEAN JUSTIN- KARIM - KARIMSALEH SALEH -- ANDREW SMITH RISHAB JAIN -JAIN ANDREW RISHAB JAIN- ANDREW - RYANSMITH FARNHAM RISHAB SMITH

GFRB WATER BARRIER MEMBRANE

INSTRUCTORS: SCOTT URIU INSTRUCTORS: SCOTT URIUURIU INSTRUCTORS: SCOTT PAVEL GETOV PAVEL GETOV PAVEL GETOV CONSULTANTS:JAMIE LYZUN CONSULTANTS: JAMIE LYZUN CONSULTANTS: JAMIE LYZUN MATTHEW MELNYK MATTHEW MELNYK MATTHEW MELNYK

3/4” GYPSUM BOARD

SOUTHERN CALIFORNIA INSTITUTE OF ARCHITECTURE

EDGE TRIM HEXAGONAL STEEL DECKING CONCRETE SLAB #8 REBAR O.C. PHOTOVOLTIC PANEL P.V. FRAME

Steel Box Frame to Support P.V Cells )

GFRC PANEL

(62" x 128”) (Prefabricated Fiberglass Reinforced Concrete Panels)

EXTRUDED ALUMINUM MULLION DOUBLE PANE GLASS

W 18 x 72 PERIMETER BEAM 75mm EXTRUDED ALUMINUM LOUVER BLADE Fixed at Center to Rotate. Operated by Electric Motor.

60mm x 150mm ROLLED STEEL BEAM

970 E. 3RD ST. LOS ANGELES, CA, 90013

C CHANNEL STEEL STUD FRAME 175mm x 150mm ROLLED STEEL BEAM

)

W 10 x 48 BEAM

STEEL BOX FRAME

SPRAY ON FIRE RETARDENT FOAM

Steel Frame to Support Operable Louver System )

PRIMARY GRAV. STRUCT

Primary Gravitational support for the shell of the building )

ROLLED STEEL

(Secondary Larteral Support Structure )

Metal

WATERPROOF MEMBRANE

Primary Moisture Barrier for Facade System )

DRAWING REVISIONS DRAWING REVISIONS DRAWING REVISIONS

3/4” GYPSUM BOARD C CHANNEL STEEL STUD FRAME

)

EDGE TRIM RAILING CAP

(Protects Drywall )

W 18x32

THERMAL INSULATION

Primary Thermal Barrier )

GLAZING CASSETTS

HEXAGONAL STEEL DECKING

Aluminum frame along the perimeter of each panel to secure mounting brackets ) and support the FRP )

CONCRETE SLAB #8 REBAR O.C.

(Primary Spans for Floor Plates )

NO. NO. 1 11 2 2 3 3 4 4 5 55 6 6

7 8 9

#6 REBAR

(Renforces the Concrete Flooring )

DESCRIPTION DESCRIPTION DESCRIPTION Revised Revised Revised

DATE DATE DATE

00.00.00 10.10.16 00.00.00 00.00.00 00.00.00 10.17.16 00.00.00 00.00.00 10.24.16 00.00.00 00.00.00 10.31.16 00.00.00 00.00.00 11.7.16 00.00.00 00.00.00 11.14.16 00.00.00 00.00.00 11.21.16 00.00.00 00.00.00 11.28.16 00.00.00 00.00.00 12.5.16

Revised Revised Revised

7 8 9

Revised Revised Revised

FIRE SRINKLER

(Primary piping for fire supression system )

Finish Waffle False board

SCI-ARC SCI-A RC SCI-ARC

W 14x28

(Secondary Support for Floor Spans )

WALLSHEET SECTIONS NAME

RECTANGULAR HVAC DUCT

Wall Sections

(Ductwork for Heating and Cooling. Exposed to Below )

PROFILED METAL DECKING

(Exposed to Below. Formwork for Concrete Floors )

ALUMINUM STUD

W 10 x 48 BEAM

PROJECT NUMBER: PROJECT NUMBER: PROJECT NUMBER: DATE:DATE: DATE: DRAWN BY: BY: DRAWN DRAWN BY: CHECKED BY: BY: CHECKED CHECKED BY:

SPRAY ON FIRE RETARDENT FOAM

(Framing for Railings )

FINISHED CONCRETE FLOOR

(Polished Concrete Flooring for Typical Slabs )

1 1 10.16.2016 12.5.2016 10.16.2016 YOURAndrew NAMENAME Smith YOUR ... ...

Single

A A4.0 8A 1 8 OF 10 12 OF 12 24 1 OF

SHEETSHEET NUMBER: NUMBER: SHEET NUMBER: SCALE: SCALE: SCALE:

1/8” =1/8” 1’ = 1’

Exterior view: Louvers system and cladding exploded

A 17 A 25

Aluminum Louvers Primary Gravity Structure

Photovolt Waterproof Membrane

A 25

Glass Fibe Concrete

Secondary Lateral Support Strutcure

75mm EXTRUDED ALUMINUM LOUVER BLADE Fixed at Center to Rotate. Operated by Electric Motor.

)

STEEL BOX FRAME

Steel Frame to Support Operable Louver System )

PRIMARY GRAV. STRUCT

Primary Gravitational support for the shell of the building )

ROLLED STEEL

(Secondary Larteral Support Structure )

WATERPROOF MEMBRANE

Primary Moisture Barrier for Facade System )

W 18x32 Primary Interior Beam W 14x28 SecondaryRAILING CAP Interior Beam

(Protects Drywall )

W 18x32

A 5.4

(Primary Spans for Floor Plates )

Rectangular HVAC Duct

#6 REBAR

(Renforces the Concrete Flooring )

FIRE SRINKLER Reinforcement Bar (

system )

Aluminum Stud

W 14x28

(Secondary Support for Floor Spans )

RECTANGULAR HVAC DUCT

Finished Concrete Floor

(Ductwork for Heating and Cooling. Exposed to Below )

PROFILED METAL DECKING

(Exposed to Below. Formwork for Concrete Floors )

ALUMINUM STUD (Framing for Railings )

FINISHED CONCRETE FLOOR

(Polished Concrete Flooring for Typical Slabs )

SCI_Arc Expansion

r Panel: photovoltaic cell

Facade cladding: Fiber cement panels Linear patten: recangular engraving

de cladding: Fiber cement panels ar patten: recangular engraving

Curtain wall metallic mullions panels attachment

Photovoltaic cells

X 10” Stainless steel I beam framing Protective casing glass

or ceiling and wall finish: plastered and ed gypsum boards

l frame mullion structure x 4” section) e coated aluminium louvers thick

Photovoltaic cell support frame Curtain wall metallic frame Facade cladding: Fiber cement panels Linear patten: recangular engraving Metallic space frame

Curtain wall metallic mullions panels attachment

llic space frame

BASIS Insulation 1cm no vent single… 19 Insulation: roof+walls 12 cm + Double…0 nat vent day and night cooling starts 25

107

internal laods optmized

addedthermal mass

113 53

nat vent night only 28

62 70

Studio 3rd floor Original configuration Right (South): 2472sqft, 383sqft = 229m2, 35m2 Left(North): 3187sqft, 570sqft = 296m2, 53m2 Floor: 3950sqft = 366m2 Top: 852sqft, 120sft = 79m2, 11m2 Front(West) : 1546sqft = 143m2 Back(East): 861sqft = 80m2 Cumulative opening area: 11+53+35=99m2 (88 at bottom, 11 on roof) Volume 1751 m3 Cooling: 20C 24/7 Humdity/Deshu 9/1 ASHRAE standard Heating: May through September Supply Air flow 1.2 Insulation = 1cm(1.34kW/h) Single Glassing k=5.8 g=0.86

58 58

1025

43 1025

30 38 1025 0

100

200

Double glazing + Argon

Insulation

Double glazing + Argon

Thermal mass

Variant 1 : Insulated Insulation = 12cm (0.33kW/h) Glassing: 2HPG Argon k=1.4 g=0.59

300

Heating

Cooling

A/C Heating

A/C Cool + Dehum

Curtain wall metallic frame

h tilling 3’ x 5’ e pourred concret slab e ceilling: plastered and painted gypsum ds

Variant 2 : Naturally ventilated 0.5 max air change ratio of leakeage Night and day purges

Variant 4 : Optimized internal loads Lights from 13 kw/h to 7 kW/h LEDs From 11:00PM to 8:00AM only a quarter of the computer run (6/24) From 11:00PM to 8:00AM + week endonly a quarter of the people are there

Infitration and mechanic air extrator

Variant 3 : Only night purge

NIGHT / DAY

Watts fluorescent lights

Total computers day

Computers off at night

Watts saved/fixture

Computers on at night

LED lights

Variant 5 : Added thermal mass in exterior walls concrete construction

East

South

2” X 10” Stainless steel I beam framing

e glazing manually operable window

North

22%

West

Enlarged view: Slab structure, Glazing and louvers system, steel framing system and exploded wall structure

22% of roof is glazing: unusable Walkable falt roof srf are not counted

31%

31% OF USABLE ROOF SURFACE 12465 sqft = 1158 smq 1158 m2 x 302Kwh/m2/a = 349 700 Kwh/a

Simulated studio space

SKARR Typical Facade Panel Assembly (Interior View)

SKARR

INSTRUCTORS: URIUURIU INSTRUCTORS:SCOTT SCOTT PAVEL GETOV PAVEL GETOV CONSULTANTS: JAMIE LYZUN CONSULTANTS: JAMIE LYZUN MATTHEW MELNYK MATTHEW MELNYK Natural ventilation, stack effect and fresh air flow

AS 3034 DESIGNDEVELOPEMENT DEVELOPMENT FALL 2016 2016 AS 3034 | DESIGN | FALL [TEAM [TEAM 1] 1] SEAN JUSTIN RYAN FARNAM SEAN JUSTIN- KARIM - KARIMSALEH SALEH -- ANDREW SMITH RISHAB JAIN- ANDREW - RYAN FARNHAM RISHAB JAIN SMITH INSTRUCTORS: URIUURIU INSTRUCTORS:SCOTT SCOTT PAVEL GETOV PAVEL GETOV MATTHEW MELNYK MATTHEW MELNYK

PHOTOVOLTIC PANEL P.V. FRAME

A 5.3

er Reinforced Panel

PHOTOVOLTIC PANEL P.V. FRAME

Steel Box Frame to Support P.V Cells )

GFRC PANEL

(62" x 128”) (Prefabricated Fiberglass Reinforced Concrete Panels)

Steel Box Frame to Support P.V Cells )

GFRC PANEL

(62" x 128”) (Prefabricated Fiberglass Reinforced Concrete Panels)

Glazing

970 E. 3RD ST. LOS ANGELES, CA, 90013

SOUTHERN CALIFORNIA INSTITUTE OF ARCHITECTURE

taic Panel

Typical Facade Panel Assembly (Exterior View)

W 18x32 Secondary Interior Beam

75mm EXTRUDED ALUMINUM LOUVER BLADE Fixed at Center to Rotate. Operated by Electric Motor.

Photovoltaic Panel P.V. Panel Frame GFRC Panel

)

Daylight penetration and solar gain diagram

GFRC Panel Frame

STEEL BOX FRAME

Steel Frame to Support Operable Louver System )

PRIMARY GRAV. STRUCT

Primary Gravitational support for the shell of the building )

970 E. 3RD ST. LOS ANGELES, CA, 90013

SOUTHERN CALIFORNIA INSTITUTE OF ARCHITECTURE

CONSULTANTS: JAMIE LYZUN CONSULTANTS: JAMIE LYZUN

W 18x32 Primary Interior Beam

Waterproof Membrane

ROLLED STEEL

(Secondary Larteral Support Structure )

WATERPROOF MEMBRANE

Primary Moisture Barrier for Facade System ) )

THERMAL INSULATION

Primary Thermal Barrier )

GLAZING CASSETTS

Aluminum frame along the perimeter of each panel to

RAILING CAP

(Protects Drywall )

A 5.5 )

THERMAL INSULATION

Primary Thermal Barrier )

GLAZING CASSETTS

Aluminum frame along the perimeter of each panel to secure mounting brackets ) and support the FRP )

secure mounting brackets ) and support the FRP )

W 18x32

(Primary Spans for Floor Plates )

DRAWINGREVISIONS REVISIONS DRAWING NO. 11 2 3 4 55 6

DESCRIPTION DESCRIPTION Revised Revised Revised

7 8 9

Revised

DATE DATE 10.10.16 00.00.00

00.00.00 10.17.16 00.00.00 10.24.16 00.00.00 10.31.16 00.00.00 11.7.16 00.00.00 11.14.16 00.00.00 11.21.16 00.00.00 11.28.16 00.00.00 12.5.16

Revised Revised Revised Revised Revised

#6 REBAR

(Renforces the Concrete Flooring ) (

Revised Revised Revised

Hot air rising at top of volume, Floor cooling keeping fresh invironment at human heights Sun radiating through glazing

Internal loads of atrium producing heat

Exterior entrance facing north, Volume shadow bringing fresh air

PROFILED METAL DECKING

(Exposed to Below. Formwork for Concrete Floors )

PROJECT PROJECTNUMBER: NUMBER: DATE: DATE:

(Framing for Railings )

1 12.5.2016 10.16.2016

DRAWN DRAWN BY: BY: CHECKED CHECKEDBY: BY:

YOUR NAME ...

A1 A5.3

Cooling floorplates diagram: stack effect

SHEET SHEET NUMBER: NUMBER: SCALE: SCALE: 1 12.5.2016 10.16.2016

YOUR NAME ...

1/8” = 1’

Exterior atrium fresh at bottom due to shading

SHEET NAME

Typical Facade Panel Assembly

(Polished Concrete Flooring for Typical Slabs )

12 OF 12 24 1 OF

Mechanically aided ventilation. Stack ventilation with extracting fan to remove hot rising air at the top of a volume

Staircase enabling hot air to rise and circulate

SCI-A RC SCI-ARC

system )

FINISHED CONCRETE FLOOR

A1 A5.1 SHEET SHEET NUMBER: NUMBER: SCALE: SCALE:

7 8 9

DATE DATE 10.10.16 00.00.00 00.00.00 10.17.16 00.00.00 10.24.16 00.00.00 10.31.16 00.00.00 11.7.16 00.00.00 11.14.16 00.00.00 11.21.16 00.00.00 11.28.16 00.00.00 12.5.16

Revised Revised Revised

W 14x28

(Ductwork for Heating and Cooling. Exposed to Below )

3D Enclosure Chunk PROJECT PROJECTNUMBER: NUMBER: DATE: DATE: DRAWN DRAWN BY: BY: CHECKED CHECKEDBY: BY:

DESCRIPTION DESCRIPTION Revised Revised Revised

FIRE SRINKLER

(Secondary Support for Floor Spans )

RECTANGULAR HVAC DUCT

ALUMINUM STUD

SCI-A RC SCI-ARC SHEET NAME

DRAWINGREVISIONS REVISIONS DRAWING NO. 11 2 3 4 55 6

14 OF 12 24 1 OF 1/8” = 1’

Water cooling imbedded in finish slab to absord heat gain through solar radiation before it dissipates in the room

Hudson Yard High-Rise Fall 2015 - Alexis Rochas Office Tower/ Mixed Use 10 Hudson Yard, Manhattan, NY Collaboration: Rishab Jain This studio corresponds to the first project produced in partnership with another student. It focuses on a tall building form and examines particular impacts of the building envelope and its material and geometrical determinations. It also puts an emphasis on part-to-whole relationship. The syllabus reads as follow: “By studying the specificities of the Tall Building envelope students will be exposed to the tight dependency existing between serial determinations –of both geometric and material order- of the outermost surface, and the spaces it encloses, its surroundings and its iconographic performance in today’s metropolis.” We are meant to articulate a proposal that fulfills the different performative criteria of the contemporary High-rise while questioning its presumed vertical organizations. Our midterm proposal focuses on skin rustication and porosity. We are looking at part-to-whole organization using grasshopper scripts. The parts baked from the scripts are run through a process of operations (mainly contouring and extruding) to make their original appearances disappear and achieve apertures and a higher level of articulation. Our massing studies enabled us to develop a clear understanding of vertical rhythm and stacking methods. It also helped us define the modules that were to be serially repeated throughout the verticality of the structure. The project is located at the corner of 10 and 31st avenue in the Hudson Yards neighborhood of Manhattan, NY. Our final revision looks at dealing with the site and the highline in an efficient manner. The podium of the tower houses retail spaces and engulfs the Highline. It also serves as the Highline’s entry point to the Hudson Yard Masterplan main public plaza. Furthermore the skin of the vertical organization has been developed in a two to three layer envelope that reaches true porosity. The mass now reads more massive and solid at the top of the tower and appears to lighten up as it goes down (gradient and stratas effect). It gives a floating appearance to the otherwise fairly rigid structure. Each cells of the skin is pushed in or out of the building at different degree creating highly articulated shadows. Current page: Up: Model photograph. Right: Catalogue of massing models (corrugated cardboard contour models and plastic 3D printed models). Opposite page: Analysis of St Mary Axe, Foster+Partners

Hudson Yard High-Rise

Ground/entrance floorplan / Typical office floorplan

Core footprint / Core and collums organization / Inhabitable trays setup

Different tray/finger furniture layout

Glass pannel and diagrid module

10 5

Floorplate rotation diagram and axonometric view

Complete array of skin module

Unfolded four elevations

Current page: Up: Unfolded four elevations Down: Model Photograph

Hudson Yard High-Rise

Massing Studies

Plan C (741’) 1’-0” = 1/16th”

One module

Exploded module

One inter-column module

One storey/one facade elevation and plan cut

Up: Massing models catalogue. Middle: Part-to-whole relationship; Interior elevation of one storey, Right Up: Parto-to-whole diagram and compositonal studies; Typical floorplan Far-Down: Three relevant plans revealing core step Right: Top view of the canopy.

Interior axonometric

Exterior axonometric

Two facades part axonometric

Current page: Right: Model photographs Down: Context rendering Opposite page: Left: Section-elevation Right: Wormâ&#x20AC;&#x2122;s eye view model photograph; context rendering

Hudson Yard High-Rise

Section elevation at 30/60 angle 1’-0” = 1/16th”

C (L 49)

B (L 35)

A (L 14)

Canopy (L 6)

Los Angeles Center for Architecture Spring 2014 - Bryony Roberts Community/ Cultural Los Angeles, CA The Los Angeles Center for Architecture (LACA) is an archive center meant to store and showcase all types of architectural artifacts and works of local Architects. It is a cultural building open to the public located in downtown Los Angeles. The archives are a rather private program as the given brief mentioned that visitors are allowed to consult them by appointment only. The other spaces are composed by the following: Exhibition Galleries, research and study spaces, cafe and bookstore and a large lecture hall. The design process began with a precedent study, here, Schinkel’s Altes museum. The plan of the building was recreated through a system of calibrated and annotated regulating grids. A specific geometric area was chosen. The defined footprint was to be transformed into a 3 dimensional figure using primitive geometries only. The resulting (“mother”) figure then went through a series of transformations and iterations creating a family of objects. The final version was organized in space with its predecessors using frames (made of square section lattices) to define the spatial position of a figure to another. The setup was then repeated and aggregated in 3D to create a field condition. A cut in that field was to be the basic morphology used to design the LACA form and plans. The design of the building is influenced by Richard Serra’s Band sculpture of the L.A.C.M.A. museum. The Geometry is aimed to guide the users in a certain path to experience LACA in the “right” order or direction. It also looks at void spaces and ceiling height variations to create moments of release.

Los Angeles Center for Architecture

Right: Overlaping the two transformed figures with original mother figure to reveal differences. Right-Down: Model of sample cut through the field of object and frames. Down: Mother Figure : designed from a footprint area defined on the Altes Museumâ&#x20AC;&#x2122;s plan. Only primitive geometry, mainly cones were used to give the footprint 3-Dimensionality. The resultant figure was transformed several times producing iterations. Far-Down: Retained frame with inserted figure.

Opposite page: Up: Plan construction lines and regulating grids Middle: Model Photograph of retained two figures Far-Down: Three wooden frames propositions to position and organize figures from one another in space.

Current page: Up: Drawing of a cut through the field organization of frames and objects. Down: Void drawing Opposite page: Left: Process diagram of the method used to obtain the footprint of the LACA (Los Angeles Center for Architecture) building from the field of frames. Right: Floor plans Down: Sections; model photograph

Los Angeles Center for Architecture

2 1

Floor plan 2

Section A

Section B

1. Lobby 2. Exhibition Gallery 3. Archives 4. Lecture hall 5. Cafes 6. Bookshop 7. W.C. 8. Kitchen 9. Storage 10. Office

Street entrance

1. Lobby 2. Exhibition Gallery 3. Archives 4. Lecture hall 5. Cafes 6. Bookshop 7. W.C. 8. Kitchen 9. Storage 10. Office

Floor plan 1

Shadow Machine House Fall 2016 - Dwayne Oyler Residential 555 N. Vista Chino, Palm Spring, CA Outdoor terrace

This residential project is located in Palm Springs, California. The emphasis has been to develop a thesis from precedent researches in order to answer the site and brief. After looking closely at the Hanselmann House by Michael Graves I have extracted two of the implied diagrams, the idea of a solid inhabited cube that is reproduced as a void. The compositional and layering effect on the facade and the processional attributes achieved by the replica is what I found interesting. I carried away quite literally the idea of the two volumes. As our site is in the desert, the idea is also to add functionality to the open object; the volumized space becomes a porous shadow machine. The light filtering attributes of the latter participate in maintaining the solid’s environment closer to the human comfort zone. Formally the two cubes are rotated in two and three dimensions to respond to site constraints and opportunities. The ambition is to build the transition between the two objects by designing the enclosure of the solid and the boundaries of the porous. Apertures of the porous object are derived from solar angles and site view studies: areas that would benefit from sunlight at varying hours of the day are curated and projections at defined angles are perforation tools. Shapes and patterns gradients are projected back on the ground and walls by the further layering of the unaffected faces of the porous volume.

Plastered wall handrail

Glass 3/8th” Elevated platform Metal handrail Plastered wall handrail Metal stilts Implication of 2nd cube Handrail variation

Digital Model: This model combines all the different elements related to the facade layering and represented in alternate ways in the physical model, the section and the plans.

Page 4 Digital/Physical Model Images

Alexis Rosenthal Assignment 1 Precedent Research

Page 10 Collage 1 - atmosphere rendering

R G S

Direct access to Chino Drive from highway 555 W Chino av, Palm Springs, CA LP Setbacks

35% buildable area 12 000 sqf

Cleared view towards mountain

Less urbanized area, nature limit West to east urbanization gradient

R Urbanized area west of site: retail, commercial, hotels, restaurants...

Houses, buildings Highway Streets Property limits Paths of arrival

Less urbanized, nature limit Houses in direct sight Site Pevailing winds Retail/ lodging

Urbanized area, retail + commercial spaces

Alexis Rosenthal Assignment 2 Parti study

Page 12 General neighborhood site plan

Semi clear view towards neigborhood

Idea of accessing the site only coming from North-East (town)

Experience site diagonally Arrive from “town” (North East) and proceed to South West corner towards opened landscape/sunset view

Cleared view towards mountain

Current page:

Semi clear view towards neigborhood

Up: Compiled model of Graves Hanselmann House; mood collage Down: Site analysis, Parti/massing proposal

Lot Setbacks Houses Houses obstrucating view Houses obstrucating view Pool Semi cleared views

Opposite page: Up: Diagrams of sun analysis at different times of day Down: Site analysis and massing strategies, Sunpath diagram analysis Right: Exploded axonometric; steps diagrams

Fully cleared views Main traffic access

Alexis Rosenthal Assignment 2 Parti study

Houses surrounding

Page 13 Plan generic, non-massing specific information

Shadow Machine House

Covered area reached by sunlight

June 21st Solstice : 9AM

June 21st Solstice : 12PM

Cool area = Western faces

Shadow are practically verticaloverhang needs to be over lunch area

Sunlight slighty reaches into covered space from east Overhang very efficient

June 21st Solstice : 3PM Cool area = Eastern faces Sunlight reaches deep into patio from west Overhang least efficient

Covered area = shaded area

June 21st Solstice = worst case scenario Covered area reached by sunlight Volumization of shadow Prohected shadow on ground Sun arc

Conclusion: The overhanged mass must be pushed west more than east to create an area equally shaded in the morning and in the afternoon. In terms of apertures, they should be limited on the western face to contain heat gains. Private programs (bedrooms) will remain cool by being located in the north street side part of the house

Alexis Rosenthal Assignment 2 Parti study

Page 18 Comparative study of sunlight hours on summer solstice

Towards unbuilt area

Predominant unobstructed view towards mountain

15 ‘obstruction = <5’at property line Volumized slice of obstruction is insignificant

Highly exposed faces

A ,C

24’ height limit no

Occupiable area

W 55

Chi

av,

Pal

ings Spr

Exploration of spatial positioning of mass: 2 masses positioned at extremities of site with a third masss that stratles as a bridge between the two others. This was done in order to provide a quiet, partly protected and shaded patio, yet maintaining the openings towards views

Towards Alexis Rosenthal Assignment 2 Parti study

Retail and commercial area

Towards Freeway

Page 14 Axonometric view - Building heights, views, Sun path

Strucutural Louvers letting half the amount of light the standard rectangular panels do

Positioning light filtering mesh panels spatially within the second implied cube to create a shadow machine and the pre-requisite conditions for a comfortable liveable environment inside the first cube

Alexis Rosenthal Assignment 1 Precedent Research

Extracting the two implied cubes in the hanselmann house

Projecting volumetrically using sun angles

Page 9 Cube transformation 3 + 4

One of the volume is to be altered

Repositioning the second cube spatially for it to encapsulate the idea of light penetration filtering

Second spatial move to adpat to light direction and create an interstitial space

Altering the second volume only a frame implies its volume which is to be populated with light filtering elements

Up: Sections Down: West, South and East elevations

Current page:

Up: Top floorplan Down: Ground floorplan

Opposite page:

6 Below -13’

2 - Living Room 3 - Outdoor Living Room 5 - Bedrooms 6 - Entrance 7 - Driveway

1’-0”= 1/16th” 4 - Rooftop

Plan1 B- Kitchen

Above +4’

1 2 3 4 5 6 7

Kitchen Living Room Outdoor Living Room Rooftop Bedrooms Entrance Driveway

Shadow Machine House

36’

4 3

5 5

Section A

Section B

1’-0”= 1/8th”

1 2 3 4 5 6 7

West Elevation

South Elevation

East Elevation

Kitchen Living Room Outdoor Living Room Rooftop Bedrooms Entrance Driveway

1 A-2.1

A M A K

A-3.1 1

AMAK Studio 8'

- 0"

- 11

8' -

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

7' -

11 "

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

7' -

11 "

10 "

8' -

11 "

7' -

- 1"

- 0"

8' -

10 " 11 "

7' -

A-2.2

2y Dx

6" Retrofit Adjustable Led Light

No.

Description

Date

11 "

A-3.4

0 1/ 2"

House for Zizek 555 West Vista Chino Palm Springs California 92262

1 A-3.3

RCP First Floor Ax

Project Number Issue Date Author Checker

Project number Date Drawn by Checked by

Level 1.5 3/16" = 1'-0"

A-4.1

Scale

3/16" = 1'-0"

A-3.1

A M A K

5â&#x20AC;?

AMAK Studio

70'

- 9"

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

B '-

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

16 39'

Room

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

Master Bedroom

8' -

1 A- 6.2

Room

6 1/ 8"

23' - 7"

4y 10

23' - 9 "

Ex 12 6

7 R @ 0' - 6"

4 3

1 A- 2.4

12' - 2"

A-3.4 2 A-2.2

10 R @ 0' - 6 "17

15 14

Living Room

Kitchen / Dinning Room

13' - 8 "

No.

Description

Date

12 R @ 0' - 6 " 12 11 10

20' - 1

10' - 1"

7 6 5 4

1 A- 6.2

3 2 1

19' - 1 "

D 22'

-7

24' - 7 "

House for Zizek

555 West Vista Chino Palm Springs California 92262

16' - 5 "

21' - 7"

POOL 6

First Floor Ax

Project Number Issue Date Author Checker

Project number Date Drawn by Checked by 16' - 4 "

1 Level 1.5 3/16" = 1'-0"

16' - 4 "

16' - 4"

A-1.1

16' - 4"

2 A-2.1

Scale

3/16" = 1'-0"

2 A-2.2

Ex AMAK Studio

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

0" 62' - 739'5/16"

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626 1 A-2.3

Plan Level 3 19/32"

17' 41'- -6"4

Current page: Up: Reflected Ceiling Plan and Ground Plan Down: Longitudinal Section

Level 3.5 - 0" 44' - 0 20' 3/32"

Catwalk 16' - 6" 40' - 4 19/32"

2 A-2.3

4 4 A-2.3

Level 2.5 11' - 6" 34' - 6 19/32" Level 2 9' - 0" 32' - 9 19/32"

3 A-2.3

No. 1 2 3 4

Description Pre midterm desk crit Midterm Pinup Desk Crit Pre Final desk crit

Date 02/27/20 03/06/20 03/27/20 04/03/20

4 2 Open

Plan Level 1.5 0' - 0"- 9 31/32" 23'

4 A-6.3

Waterproofing Membrane

Opposite page:

Level 1 -2' - 0" 20' - 1 5/32"

Up: Wall Sections and Wall Type Detail Call-outs Left: Wall and Floors Entities Jointure Details Right: Kitchen Interior Elevetaions adn Staircase Details Down: South West Elevation; Double Layer Wire Mesh Attachment Detail

House for Zizek 555 West Vista Chino Palm Springs California 92262

Longitudinal Section

Project number Date Drawn by Checked by

000 01/16/201 Alexis, Karim, Andreina, Mit Pavel Getov, David Allan Ro

Shadow Machine House - Development

12 A- 5.3

AMAK Studio Licensed Architects, California

Primary I Beam Mesh structural Frames In between Mesh Void

Gutter

Finish

A- 5.1

Concrete Slab

6 A- 5.2

Aperture Frame

Concrete Slab

12 A- 5.3

3” Steel Square Tube

13 A- 5.3

Level 2.5

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

10 A- 5.3

Holding Bolts

Level 3 Plan 2

Holding Bolts

Head Plate Holding Bolts

Catwalk

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

10 x 48 I beam

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

Metal Mesh Panels/Sheet

Bent Steel Clip

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

Radiant Cooling

3” Steel Square Tube

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

9 A- 5.3

Level 3.5

CONSULTANTS:

Finish

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

10 x 48 I beam

A- 5.1

AMAK Studio Licensed Architects, California

Cast-In Concrete

CONSULTANTS:

Pre-cast Concrete

Radiant Cooling

A- 5.1

Glass Space Frame

Finish Radiant Cooling

Panels Gap Joint

Concrete Slab

Level 2.5

A- 5.1

10 x 48 I beam

Perimeter Member

7 A- 5.2

Steel Angle Support Level 2 One Layer Gyp. BD. In Between Mesh Layers Void

Head

No. 1 2 3 4

8 A- 5.2

Glass Floor

4” Metal Stud

Description Pre midterm desk crit Midterm Pinup Desk Crit Pre Final desk crit

Gypsum board finish

Date 02/27/2017 03/06/2017 03/27/2017 04/03/2017

No. 1 2 3 4

Description Pre midterm desk crit Midterm Pinup Desk Crit Pre Final desk crit

Date 02/27/2017 03/06/2017 03/27/2017 04/03/2017

Glass 1” Panels 10x48 I-Beam

Glass 1” Panels

Supporting Structure

Insulation

4” Metal Stud Plan

Wall Finish

Gypsum board finish

Glass 1” Panels

Gypsum board ﬁnish 10x48 I-Beam

Sill

Holding Down Bolts

Level 1

Finish

Anchor Plates

Radiant Cooling

Holding Down Bolts

Anchor Plates

10 x 48 I beam

Level 3.5

Radiant Cooling Concrete Slab

Radiant Cooling

House for Zizek

Concrete Slab

House for Zizek

11 A- 5.3

Concrete Slab Level 1.5

Finish

11 A- 5.3

Finish

Level 1

555 West Vista Chino Palm Springs California 92262

Wall Sections Types Partial Sections/ Wall Sections 1

Double Layer Mesh Sheets/Panels 1/4" = 1'-0"

Partial Section - Floor to Ceiling

1/2" = 1'-0"

Project number

1" = 1'-0"

Date

Drawn by Checked by

01/16/2017 Alexis, Karim, Andreina, Mitch Pavel Getov, David Allan Ross

A-2.3 Scale: NTS

0002 01/16/2017 Alexis, Karim, Andreina, Partial Section - Curtain Wall Mitch meets Concrete Structure Pavel Getov, David Allan Ross

Project number

0002 Interior Wall - Cast inplace Concrete

Date

Interior Wall - Glass Wall

Drawn by Checked 3 by

1" = 1'-0"

A-2.6

1/2" = 1'-0"

Partial Section - Glass Wall to Glass Ceiling

1/2" = 1'-0" N/A

Scale: NTS

N/A

AMAK Studio

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

AMAK Studio Licensed Architects, California 5' - 3 5/8"

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

2' - 11 7/16"

CONSULTANTS:

2' - 9 5/16"

A-6.2

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

Insulation Horizontal Spacer Mullion

Level 1.5 23' - 9 31/32"

3' - 0"

Concrete Slab

7' - 0"

Kitchen 3 Elevation 2

6' - 0"

Finish Radiant Cooling

1' - 11 17/32"

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 1 (760) 329-2626 A-2.2 A-6.2

Kitc Ele hen vat

Steel Flange

ion

Kitchen Elevation 1 1/2" = 1'-0"

No.

Description

Date

8' - 0"

6' - 0"

Hanger Wire

7' - 0"

8' - 5 1/2"

0' - 10"

Cast In Place Concrete

10 x 48 I beam 8' - 0"

Level 1.5 23' - 9 31/32"

2' - 0 3/4"

Glass

--Bx

House for Zizek

Kitchen Elevation 2 1/2" = 1'-0"

555 West Vista Chino Palm Springs California 92262

Dropped Ceiling

Panels/Mesh Jointure

Corner Connector

Project Number Issue Date Author Checker

Project number Date Drawn by

3/4" = 1'-0"

Checked by

A-6.2 Scale

Description Date ADA handrail extension 12" Pre midterm desk crit 02/27/2017 03/06/2017 Midterm Pinup 03/27/2017 Desk Crit Pre Final desk crit 04/03/2017

1/2" = 1'-0"

AMAK Studio Licensed Architects, California

Landing Maximum of 13th steps ﬂight

CONSULTANTS:

Handrail bar spacing does not need to comply with ADA as there is glass behind.

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

No. 1 2 3 4

4/10/2017 1:54:16 PM

Interior Detail Kitchen

12 11 10 9

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

8 7

Handrail height

3/4" = 1'-0"

6'-0"

38"

Primary/Mesh Structure Jointure

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

5'-0 1/2" 2"

Riser

A-2.1

Glass Floor

Handrail diameter

Perimeter Member Metal Stud

11"

Tread

Landing

Tread

Acoustical Sealant

Stair Tread Call-out ADA Compliant

1/2" = 1'-0"

Stairs Plan 1/8" = 1'-0"

Cont.20 GA Metal Runner chanel

No. 1 2 3 4

Supporting Structure Steel Angle Support

Catwalk 16’ - 6”

Date 02/27/2017 03/06/2017 03/27/2017 04/03/2017

Landing Maximum of 13th steps ﬂight

555 West Vista Chino Palm Springs California 92262 Level 2.5

One Layer Gyp. BD. Wall Finish Insulation

11’ - 6”

14 13

9'-7 1/4"

9 8

Exterior Details

7 6 5

Panels/Mesh Corner Finish

Project number

3/4" = 1'-0"

Date Drawn by Checked by

Landing

Riser

House for Zizek

1'-0" Full tread

555 West Vista Chino Palm Springs California 92262

6 5 4

Handrail bar spacing does not need to comply with ADA as there is glass behind.

Stair Frontal elevation 0002 3 1/8" = 1'-0" 01/16/2017 Alexis, Karim, Andreina, Mitch Pavel Getov, David Allan Ross

A-5.2

12 11 10 9 8 7

1 A- 6.3

Level 1 02’ - 00”

12 11 10

Level 1.5 04’ - 00” (Plan1)

Description Pre midterm desk crit Midterm Pinup Desk Crit Pre Final desk crit

Level 3.5 20’ - 00”

House for Zizek

Stairs Interior Enlarged Plan and Elevation

Section Through Stair

Project number

1/8" = 1'-0"

Date Drawn by Checked by

0002 01/16/2017 Alexis, Karim, Andreina, Mitch Pavel Getov, David Allan Ross

A-6.3 Scale: NTS

N/A

Scale: NTS

AMAK Studio

W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com Ex

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424 2

A-2.2

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

Site Plan 62' - 6 19/32"

AMAK Studio Licensed Architects, California CONSULTANTS: W-T Structural Engineering 2145 E Tahquitz Canyon Way, Suite 4-112 Palm Springs, CA 92262 (760) 285-3033 jeff.gutowsky@wtengineering.com

Bent Metal Clip In-Between Mesh Layers Void

Secondary Steel Panel Frame

Bent Metal Clip In-between Panels Gap Screw Maintaining Mesh In Place On Frame

Level 3 41' - 4 19/32"

Mesh Sheet

Bent Metal Clip

Level 3.5 44' - 0 3/32"

Secondary Steel Panel Frame

In-Between Mesh Layers Enclosure

No.

Description

LOR Geo Technical Group 19438 Ruppert Street Palm Springs, CA 92262 (760) 329-2626

Date

Mesh Sheet

Catwalk 40' - 4 19/32"

Mesh Sheet

Amir Engineering and Surveying Inc 160 N Luring Drive Palm Springs, CA 92262 (760) 318-7424

Secondary Steel Panel Frame

Level 4 48' - 8 19/32"

Steel I beam Primary Structure

Bent Metal Clip

Level 2.5 34' - 6 19/32" Level 2 32' - 9 19/32"

Primary/Mesh Structure Jointure 3/4" = 1'-0"

Panels/Mesh Jointure 3/4" = 1'-0"

Panels/Mesh Corner Finish

Level 1.5 23' - 9 31/32"

3/4" = 1'-0" House for Zizek

Level 1 20' - 1 5/32"

555 West Vista Chino Palm Springs California 92262

Drawn by Checked by

West 1/4" = 1'-0"

Project Number Issue Date Author Checker

A-3.4

Scale

1/4" = 1'-0"

10/04/2017 00:59:30

Facade West Project number Date

Aperture - Void Enclosure 3/4" = 1'-0"

No. 1 2 3 4

Description Pre midterm desk crit Midterm Pinup Desk Crit Pre Final desk crit

Date 02/27/2017 03/06/2017 03/27/2017 04/03/2017

Culinary School Spring 2015 - Mira Henry Educational/ Mixed-use 917 S. Main Street, Los Angeles The 2B studio is the program studio of the bachelor cursus. The assignment is a culinary school located at the corner of Olympic Blvd. and Main Street in downtown Los Angeles. Research on particular types of experimental or traditional cuisines replaced the precedent study. I was assigned â&#x20AC;&#x153;Italian cuisine before the Renaissanceâ&#x20AC;?. At first, the brief is to be developed into a personal program list manipulated according to an ideology. The argument and concept of the school are to be fully elaborated and imagined by the students. The formal part of the project is achieved through the manipulation of simple micro-morphology volumes such as L shapes, bars and doughnuts in the 3D bounding box of the site. This form is then worked and modified to fit and morph to the program it is meant to house. The goal of the exercise is to propose a programmatic response that is suited to a concept and provide a form that best puts it to life. I analyzed the neighborhood in terms of stacking and repartition of program types in the buildings and proposed a reshuffling and rethinking of those in my project.

L Shape Bar/Totem Rotate Hinge L shape Bar/ Totem Rotate Hinge

L Shape and bar Slab and Totem Stack/Burrow Lenghten L shape and bar Slab and Donut Stack/ Burrow Lengthen

L Shape Slab and Donut Inlay Rotate/ overlap L shape Slab and Donut Inlay Rotate/ overlap

Test Kitchens (96000CFT)

Circulation (30000CFT) Museum (Greenhouse) Test Kitchens (96,000 CFT)

Food storage (10000CFT) Exhibition space (6000CFT) Lobby (4500 CFT)

Labs and Fabrication (24,000 CFT) Science, sensory and food styling Auditorium (XXX CFT)

Seminar rooms (15,000 CFT)

Auditorium (40,000 CFT)

Mixing Lounge (Field)

Student lounge & lockers (20,000 CFT) Administration (10,000 CFT) Lobby (4500 CFT)

Student lounge & lockers (20000 CFT) Library (15000 CFT) Computer lab (4000CFT)

Library (15,000 CFT)

Pasture

Restaurant (36000CFT) Restrooms (8000CFT)

Market (25,000 CFT)

Labs and Fabrication (24000CFT) Television production studio (12000CFT) Dining hall / Cafe (36,000 CFT) Television production studio (12,000 CFT) Exhibition space (6000 CFT) Computer lab (4000 CFT) Food storage (10,000 CFT) Restrooms (8000 CFT) Building facilities storage (3000 CFT)

Circulation (30,000 CFT) Total buiding interior (335,500 CFT)

Given Program

Current page: Up: Four of the five macro morphologies created from the ruled manipulation of the four micro-morphologies Right: Circulation diagrams and main volumes. Down: Program reshuffling and adjacencies Opposite page: Up: Site analysis Right: Four floorplans

The Barn

Private

Seminar rooms (15000CFT) Building facilities storage (3000 CFT) Administration (10000 CFT)

Public Market (25000 CFT) Total buiding interior (358500 CFT)

Program Distribution by Type and Volume

Culinary School

Main St

Ace Hotel

Olympic Blvd

Plan 4

SCALE 1’-0” = 1/8” A A

Retail Cultural Food Educational Parking Lodging Offices

Plan 3

SCALE 1’-0” = 1/8”

www.symbioticfoodlab.edu

A A

“About Us” - The school focuses on the exploration of ingredient marriages and believes that fine food has endless possibilities. By carefully analyzing classic traditional dishes and constantly testing we aim to discover gustative outcomes. - Our mission is to teach the classic cuisines of the world in the most rigorous manner in order to explore new paths. Revisiting, rediscovering and inventing is at the basis of our project. All propositions and visions are welcome. By offering programs that are strongly background oriented but leave a large part to creativity, we instigate interrogatory behavior and avant-garde cooking. We strive to shape the chefs, food stylers, and recipe developers of tomorrow. - Food symbiosis can be achieved through reimagining the manner of serving or eating a recipe. More importantly it is the modification of recipes and cooking methods. The heart of our educational approach is to question and study every facet of the culinary field. - With one of the smallest student-to-teacher ratio of America we encourage student teacher interaction.

Plan 2

SCALE 1’-0” = 1/8”

“The Place” - Located in Downtown Los Angeles, the most cosmopolitan city in its essence, The Lab regroups Chef-Instructors from top institutions of the world. - The campus believes in “seeing is learning” all the different kitchen studios and labs are opened to one another and transparent to let any kind of investigation process and unexpected result emerge. Setting the studios in an open and public museum space (all programs mixed) steers the students to their future professional conditions.

Main

street

The flow from the entrance of the campus to the highest level of the building sets a real path leading through the kitchen studios, media lounge, auditorium and on to the top floor restaurant. -Students in the “Arts de la table” section contribute to create catering moods and entertaining decor in the kitchen studios and the restaurant. Here also new methods are encouraged.

Plan 1

SCALE 1’-0” = 1/8” A

Olympic boulevard

Current page: Left: Longitudinal and cross section Down: Model photographs Opposite page: Up: Rendered unfolded section-elevation. Showing the use of the â&#x20AC;&#x153;inhabitable mullionsâ&#x20AC;? (Storage/Desk/ BookStacks/CookingCounter/Lounging) of the glass surfaces and the activity of the school. Down: Process models and final sectional model. rculation model and proposal of openings/ solid versus transparent and diagrid.

Culinary School

SHSH Internship Summer 2015, Brussels BELGIUM Retail Avenue de la Toison d’Or, 33, IXELLES BELGIUM Client : private Design : SHSH Coordination/technical : R.O.S.A.M. Artist : Jean-Marie Prandi (Counter intervention) Photography : Frederic Raevens SAMOURAI RAMEN Toison d’Or is a renovation and interior design intervention in the center of Brussels, Belgium. The small elevated space is the new house of the third of the prestigious main “Le Samourai” restaurant in the city. The challenge here was to adapt a popular Japanese cuisine concept to north western Europe standards. The Toison D’Or retail avenue, the entrance garden, the terrace and the indoor restaurant were the four spaces to put in relation yet achieving different characteristic atmospheres in each of them. The restaurant revolves around a central main kitchen from which a roof hanged lattice scenography develops. The lattices engulf the space around the bar and evoque japanese noodles or lamps. The round open bar encloses the counters on which the last steps the Ramen broth are performed; therefore providing a visual experience for the clients.

Right: Reflected ceiling plan, understanding the landing position of each latices on the perimeter of the room. Restaurant floorplan Latice detail drawing with specs Section for understanding height from street level. Down: Built photographs

I was part of the design team of this project along with Alvaro Oria (Intern), Shin Bogdan Hagiwara and Shizuka Hariu (Founders of SHSH).

Gehry Partners: The Future of Prisons (CURRENT) Spring 2017 - Frank Gehry, Craig Owens, Gavin Langley Community 999 East Cesar E. Chavez Avenue, Los Angeles, CA In the idea that prisoners have a greater chance to successfully reintegrate society when they are least segregated from it during their sentence: the goal of this design is to blend the institution into the existing urban setting by imitating characteristics of the adjacent neighborhoods. Moving away from the current overly-planned megastructure model has been key to provide a setting that would let inmates feel part of the urban life of the area. Providing sport, retail and educational facilities shared with the local population is also a central concept for this proposal. As our site is naturally bounded by the LA River, train tracks and a freeway, all existing roads are kept and upgraded to ensure flawless connectivity. Mission becomes a highly activated street featuring parking, vegetation, pedestrian and bicycle facilitated access. The housing blocks are mostly organized along the three streets and define a central space where most of the communal programs are concentrated. The western side of this open space-along the river- is thought of as a university campus and surrounded by educational and leisure programs. The eastern end houses retail shops and restaurants in the way of a plaza. The shared housing of inmates and staff is dense at the center and progressively diminishes in scale to adopt residential characteristics towards the extremities of the site. The community programs infiltrate the residential quarters: Sport courts are spread out, a Hospital and Gym complex are located at both ends of Mission Street to attract local residents. The layout and scale of buildings is thought of to render the exchange between the institution and the neighborhoods smooth

Left: Site analysis and existing Californian Prison connectivity analysis Up: Site connectivity and neighborhood building scale sampling Down: Site plan of Institure proposal Right: Site model research process

The Future of Prison 02-26-2017

LA River

Site Local Connectivity

Echo Park Dodger Stadium

San Bernardino Freeway

Korea Town

Downtown

Arts District

Alysso Village

Boyle Heights

East Los Angeles

0’-1” = 2000’-0” Legend Los Angeles River Site Area = 36 acres Highways Roads Crossing Site Proposed Buildings Within Walking Distance From Site

South Central

Train Tracks Green Space

Neighborhood Scalar Borrowing

The Future of Prison 02-26-2017

A B

L.A. River C

Library Auditorium

Clinic Pharmacy

E. Ce

sar

E. Ch

avez

Aven ue

Retail Restaurant

ay w

ee Fr

di ar

Gym

N. Miss

ion Road

A 0’-1” = 80’-0” Legend Residence Program (*Detainees+Visitors) Staff Residence Program Community Program Public Interface Program Health Clinic Administration Offices Indoor Recreation Program Outdoor Recreation Program

A B

0’-1” = 100’-0” Legend

Residence Program (*Detainees+Visitors) Staff Residence Program Community Program

A C

Public Interface Program Health Clinic Administration Offices Indoor Recreation Program Outdoor Recreation Program

Current page: Up: Selected Chunk enlarged to 1/16th scale Left: Master Plan Evolution and Plan of Selected Area Right: Model Photographs, Wooden Massing Model and Proposal Detailed Model

Opposite page: Up: Side View of Final Proposal Model Down: Detail Photographs of Final Model Down: Sections Through Selected Area and Detailed Plan of Typical Housing Building

1’-00” = 1/16th” Legend Residence Program (*Detainees+Visitors) Staff Residence Program Community Program Public Interface Program Health Clinic Administration Offices Indoor Recreation Program Outdoor Recreation Program

Gehry Partners The Future of Prisons

Typical Housing Building Third Level Plan 1’- 00” = 1/16”

Housing type A 1’- 00” = 1/8th”

Typical Housing Building Second Level Plan 1’- 00” = 1/16”

Housing type B 1’- 00” = 1/8th”

Typical Housing Building Ground Level Plan 1’- 00” = 1/16”

Housing type C 1’- 00” = 1/8th”

Gym

Workshop

Classrooms

Workshop

Restaurant

Retail Workshop

Art Studio

Workshop

Library

Section A 1’ - 00” = 1/16th”

Gym

Residence

Residence Workshops

Staff

Restaurant Classroom

Residence

Section B 1’ - 00” = 1/16th”

0’-1” = 80’-0” Legend Residence Program (*Detainees+Visitors) Staff Residence Program Community Program Public Interface Program

Staff

Residence

Staff

Art Studios

Health Clinic Administration Offices

Residence

Indoor Recreation Program

Residence Residence

Staff

Outdoor Recreation Program

Staff

Section C 1’ - 00” = 1/16th”

Eli and Edythe Broad Museum Spring 2016 - Ramiro Diaz-Granados/ Maxi Spina Educational Michigan State University, MI, USA Collaboration: Andreina Pepe, Rishab Jain, Sarasvati Segura

Corrugated Aluminum Panel Ceiling finish board would hang on channels with flush access panels Ceiling Beam 12”x24” (Structural Steel) Prefabricated assembled with classic cross joinery Pierced/hallowed at regular interval for weight gain Structural aluminuim Studs 1.5 inch thick

This team project consisted in rebuilding Hadid’s Broad museum at Michigan State University to study and understand construction layering: primary and secondary structure, insulation, fireproofing and waterproofing, exterior panels’ attachment, aperture construction and jointure. After researching and rebuilding a model of the museum we were meant to propose additional feasible exterior material proposals. Zaha Hadid’s Michigan University’s Broad museum was designed following circulation path lines of the University of Michigan. The façade’s louver orientation reflects most of the directions of travel on the prescribed site and allow for angled glimpses of views inside the galleries, primarily in the areas in which the glazing is revealed under the cladding. These series of transformations aim to subdivide the stainless steel extruded louvers into smaller, cellular components. To achieve this, the existing louver grain was maintained but superimposed with a new directionality. Indeed by keeping the original facade then overlapping and orienting a second set of louvers on top of it, we created moments of intersection which subdivided the original longitudinal pieces. These intersections create various resulting figures producing shadow effects along the overlaps. The orientation of these grains and shading form new aperture opportunities and, according to their manipulation, can result in a gradient effect. By keeping the original sets of extrusions, we maintained the primary design intent (which was to echo the site’s apparent directions) and added a second layer of complexity at the intersection moments.

Stainless Steel cladded steel bar support Self-adhesive ice and water shield layer on 2/4” plywood substrate

Spray Polyurethane insulation (SPF), R value = 6.9/in spray-applied plastic that can form a continuous insulation and air sealing barrier on walls, roofs, around corners, and on all contoured surfaces Stainless Steel Portals Stainless Steel 316 Grade 2mm thick, “Angelhair” finish back-cut and folded (no stiffeners).

Stainless Steel 316 Grade 2mm thick.

Exploded Detail

Structural Studs 2x1Ceiling beam Corrugated Panel Steel Beams

14. Ceiling Beam 12”x24” (Structural Steel) Prefabricated assembled with classic cross joinery Pierced/hallowed at regular intervla for wight gain

Glass: 6+8, 6, 6mm glass, 12mm air space between layers, ca 52mm/2” overall depth. Steel support for glazing

Stainless Steel cladded steel bar support (also structural support).

Hand Rail -steel Concrete Floor Plates Triple low-iron glazing

14. Ceiling Beam 6”x12” (Structural Steel)

Glass: 6+8, 6, 6mm glass, 12mm air space between layers, ca 52mm/2” overall 15. Corrugated galvanised depth. Iron Panel- CGI (hot dip galvanised mild steel, cold Laminated glazing at all rolled to produce linear surfaces with 1.52mm PVB corrugated pattern). foil, Low E coating.

Stainless Steel 316 Grade 2mm Prefabricated assembled with thick, “Angelhair” classic crossfinish joineryback-cut and folded (no stiffeners). By: A Zahner Co (Kansas city,MO) 6. Spray Polyurethane insulation (SPF), R value = 6.9/in spray-applied plastic that can form a continuous insulation and air sealing barrier on walls, roofs, around corners, and on all contoured surfaces Two-component closed-cell foam Two-component closed-cell foam

False drop ceilling, suspended surface with applied plaster coating, painted white.

Weather Barrier: Self-adhesive ice and water shield layer on 3/4” plywood (4’x8’)

Section

1. Steel Beams Structural Steel) Prefabricated assembled factory engineered custom “joint box” GLAZING: Argon filled triple low-iron glazing on steel support Toggle fixings at intermediate/internal to IGU. Black silicon filled joints between IGU’s on vertical glazing and inward sloping surfaces, pressure caps at outward sloping glass Glass: 6+8, 6, 6mm glass, 12mm air space between layers, ca 52mm/2” overall depth. Laminated glazing at all surfaces with 1.52mm PVB foil, Low E coating.

5. Insulation steel support steel studs

11.Stainless Steel 316 Grade 2mm thick, “Angelhair” finish back-cut and folded (no stiffeners). By: A Zahner Co (Kansas city,MO)

1. Steel Beams Structural Steel) Prefabricated assembled factory engineered custom “joint box”

7. Aluminum Mullions Prefabricated metal extrusions mullions assembled off site. Glazing paused on site.

Current page: 11.Stainless Steel 316 Grade 2mm thick, “Angelhair” finish back-cut and folded (no stiffeners). By: A Zahner Co (Kansas city,MO)

Up: Exploded chunk: material layers and assembly Down: Worm’s eye interior chunk view plus material and construction specs

10’

Oposite page: 5’

Left: Cut through typical moments of the building exterior shell: opaque envelope and aperture. Right: New skin panelisation proposal with assembly methods Down: Three of six alternate panelisation proposal.

10’

5’ 1’ 1’

Eli and Edythe Broad Museum

Detail 1

15. Corrugated galvanised Iron Panel- CGI (hot dip galvanised mild steel, cold rolled to produce linear corrugated pattern).

11.Stainless Steel 316 Grade 2mm thick, “Angelhair” finish back-cut and folded (no stiffeners). By: A Zahner Co (Kansas city,MO)

False drop ceilling, suspended surface with applied plaster coating, painted white.

Stainless Steel cladded steel bar support (also structural support).

Weather Barrier: Self-adhesive ice and water shield layer on 3/4” plywood (4’x8’)

Super-Structure 1. Steel Beams 2. Structural Studs 3. Concrete Wall 4. Weather Barrier Self-adhesive ice and water shield layer on ¾” plywood substrate 5. Insulation steel support 6. Polyurethane spray insulation foam, R value = 6.9/in 7. Aluminum Mullions 8. Triple low-iron glazing on steel support 9. 6mm Glass 10. Inverted roof on metal membrane deck with fiber cement 11. Stainless Steel Portals 12. Stainless Steel 316 Grade 2mm thick. “Angel Hair Finish” 13. Interior FInish 14. Ceiling Beam 12”x24” 15. Corrugated Aluminum Panel 16. Hand Rail 17. Concrete Floor Plates

A new layer of 2”x4” aluminum studs, attached orthogonally to the original insulation structure. At moments where the skin does not touch the studs, various lengths of aluminum stems are attached to the new facade studs along a 2.5’x2.5’ grid and welded to the stainless steel skin to provide additional points for support.

Tinted in the mass single sheet glass panels; brown, taupe color 10’

10’

5’

1’

Stainless Steel cladded steel bar support (also structural support).

1’

5’

STRUCTURAL DETAIL 1: The first of three louver conditions is shown, in which there is only one pleat grain. Stainless steel louvers are peeled away to reveal the attachment stems behind.

10’

11.Stainless Steel 316 Grade 2mm thick, “Angelhair” finish back-cut and folded (no stiffeners). By: A Zahner Co (Kansas city,MO)

10’

5’

1’ 10’

5’

1’ 10’

GLAZING: Argon filled triple low-iron glazing on steel support Toggle fixings at intermediate/internal to IGU. Black silicon filled joints between IGU’s on vertical glazing and inward sloping surfaces, pressure caps at outward sloping glass Glass: 6+8, 6, 6mm glass, 12mm air space between layers, ca 52mm/2” overall depth. Laminated glazing at all surfaces with 1.52mm PVB foil, Low E coating.

STRUCTURAL DETAIL 2: Two pleat grains are shown intersecting. The dominant grain remains complete while the subordinate grain is split. The attachment stems are shown behind.

STRUCTURAL DETAIL 3: Two faces are removed from the stainless steel cell. The new apertures open to the same direction as the window louvers. The aperture has a 0.75” stainless steel frame, attached to the 2”x4” aluminum studs. Glazing is embedded within the aperture, attached via a silicon joint and a welded aluminum frame.

Transformation 02/06 The cross-grain extends over four out of seven facade regions distinctly, and one more region subtly. The grain be less grid-like.

Transformation 03/06 The cross-grain regions, through the layering of louver widths and patterns, further subdivide the facade regions. The window and entry areas remain pure, but accidental.

Transformation 06/06 In this transformation, the original directionality of the louvers are exxaggerated though maintained. The facade panelization is cellulized only in three out of seven regions, making the transformation more eco nomical.

Design Development Fall 2016 - Scott Uriu/ Pavel Getov Educational 950 E. 3rd Street, Los Angeles, CA Collaboration: Andreina Pepe, Arthur Gueiros, Isabela de Sousa, Sarasvati Segura Original Design: Sarasvati Segura

FRP APERTURE WITH GRAY LACQUERED FINISH

2” GFRC PANELS WITH 2” HONEYCOMB BACKING

2” GFRC PANELS WITH 2” HONEYCOMB BACKING 2’ SPACE FRAME COMPRISED OF 3”- AND 2.5”-DIAM. STEEL RODS 5”-DIAM. SPHERICAL JOINTS

5/8” GYPSUM BOARD WITH INTERIOR DRYWALL FINISH FRAMING COMPONENTS WITHIN

LOW-E DOUBLE-PANED GLASS

The Design Development of this SCI-Arc expansion proposal by Sarasvati Segura comprised researching the most adequate choices of structure, materials and construction method- it also encompassed drawing and designing all layers of the buildings elements (cores, slabs, exterior shell, apertures).Also part of the project was to provide a parking structure, ADA accessibility, fire hazard and Egress compliance. The chosen structural strategy chosen was a combination of cores and truss with space frame system attached to large curved peripheral bracing I beams (to avoid columns everywhere possible). A large one story truss was designed to support the mass cantilevering above the entrance and attached to the two adjacent cores; STEEL FRAMING:the bracing STRUCTURAL SYSTEMframe DEFINITIONS and space support the other masses shells andBEAM:plates. POST AND The panels were designed as white GFRC and the apertures as custom piece GFRP held by an inner metal frame. The slab are composed TRUSS SYSTEMS: of I beams, caping peripheral member and wafel + finish slab. The cores and access are ADA and Egress SPACE FRAME: compliant. Some environmental simulation were run to place aperture so as to diminish heat gain and downsize HVAC design. Smoke evacGRID-SHELL: uation simulation and sprinklers placement were calculated; beam fireproofing was studied.

METAL DECKING

ALUMINUM MULLION

W18X76 I-BEAM COLD-FORMED STEEL LATERAL STRUCTURE

5/8” GYPSUM BOARD WITH INTERIOR DRYWALL FINISH FRAMING COMPONENTS WITHIN

2” CONCRETE SLAB WITH POLISHED FINISH

METAL DECKING

1/2” GYPSUM CEILING PANEL

2” CONCRETE SLAB WITH POLISHED FINISH

3”-DIAM. STEEL RODS

PRIMARY GRAVITATIONAL SYSTEM LOADS ARE TRANSFERRED FROM HORIZONTAL BEAMS DOWN THROUGH POSTS WOULD REQUIRE FIRE PROOFING (STEEL)

2’ FLOOR SLABS W18X76 STEEL I-BEAMS

PRIMARY LATERAL SYSTEM USEFUL FOR CANTILEVERS AND BRIDGES THE CROSS FRAMING PROVIDES A STRONG LATERAL AND VERTICAL RESISTANCE

EMBEDDED PRIMARY STRUCTURE: W24X76 STEEL I-BEAMS WITH STRUCTURAL CAPS

TERTIARY ENVELOPE SYSTEM ITS VALUE LIES IN ITS SEPARATION FROM PRIMARY STRUCTURE, ONLY RESPONSIBLE FOR STRUCTURING THE ENVELOPE

A LIGHT-WEIGHT FACADE SYSTEM USEFUL FOR BREAKING DOWN LARGER FACADES INTO SMALLER PORTIONS

TERTIARY ENVELOPE STRUCTURE: SPACE FRAME & FINISHED FLOOR SLABS

CONCRETE CORE TRUSS BRIDGING SYSTEM FOR CANTILEVERED VOLUME ATTACHES TO CONCRETE CORES

CONCRETE FRAMING: POST AND BEAM:

AS WITH A STEEL POST/BEAM SYSTEM, THIS PROVIDES RESISTANCE AGAINST GRAVITY. BECAUSE CONCRETE DROOPS, THE SPANS BETWEEN POSTS ARE SMALLER

FLAT PLATE:

BECAUSE THE COLUMNS DO NOT HAVE EXTRA SUPPORT, THIS CAN ONLY BE USED IF THERE ISN’T AS STRONG OF A LOAD BEARING ONTO THE COLUMNS. (NO MOMENT RESISTANCE)

CONCRETE POST & BEAM SYSTEM

PRIMARY GRAVITATIONAL & SEISMIC STRUCTURE CONCRETE CORES CONCRETE POST & BEAM SYSTEM STEEL TRUSS BRIDGING SYSTEM I-BEAMS ATTACH TO CONCRETE CORES

ATERAL FORCE RESISTING YSTEMS: MOMENT FRAME:

RESISTS WIND AND SEISMIC FORCES BY BENDING WHEN PRESSURE IS EXERTED

Current page:

2’ FLOOR SLABS W18X76 STEEL I-BEAMS W24X76 STEEL I-BEAMS EMBEDDED PRIMARY STRUCTURE: W24X76 STEEL I-BEAMS WITH STRUCTURAL CAPS

Up: Representative sample chunk with material specifications BRACEDdiagram: FRAME: Down: Structural cores, trusses and parking, bracing and space frame. RESISTS WIND AND SEISMIC FORCES WITH FLEXIBLE JOINTS

Oposite page: Top: Four relevant chunks- material assemblies, CONCRETE SHEAR WALL: building and attachment strategies. Right: Three typical structural moments evacuation; Down: Egress analysis; Smoke evacuation analysis and sprinklers RCP; HVAC and AHU network layout; Typical electrical plan RESISTS GRAVITY AND SHEAR FORCES. ATTACHES DIRECTLY TO FOUNDATION, PROVIDING EXTRA SUPPORT FOR PRIMARY STRUCTURAL SYSTEMS.

W24X76 STEEL RIBS ARE RECEIVED BY GARAGE BEAMS PRIMARY LATERAL STRUCTURE: W18X76 FLOOR PLATE BEAMS W24X76 I-BEAM RIBS WITH STRUCTURAL CAPS & HOLLOW MEMBERS

USEFUL FOR REINFORCING OTHER STRUCTURES

Design Development

1. 2” GFRC PANELS 2. 2” HONEYCOMB BACKING WITH WATERPROOFING LAMINATE 3. CLADDING RAIL SYSTEM WITH 3”X1.5” C-CHANNEL STEEL FRAMING COMPONENTS 1/4”-THICK Z-CLIPS, BOLTED 4. 3” BAT INSULATION EMBEDDED WITHIN CLADDING RAIL SYSTEM 5. 2’ SPACE FRAME WITH 3”-DIAM. PRIMARY STEEL RODS 2.5”-DIAM. SECONDARY STEEL RODS 5” SPHERICAL STEEL JOINTS, WELDED 6. 3“-DIAM. BRACING RING FOR CAPTURING APERTURE 7. 5/8” GYPSUM SHEATHING 8. 2”X1.5” C-CHANNEL STEEL FRAMING COMPONENTS 9. 7/8” HAT CHANNELS STEEL FRAMING COMPONENTS 10. 1/4” SOUND DEADENING BOARD WITH 5/8” GYPSUM SHEATHING AND INTERIOR DRYWALL FINISH 11. 1/4” FRP APERTURE 12. 2”X1” STEEL TUBE CAGE FRAME 13. 2” POLISHED CONCRETE FINISH 14. METAL DECKING 15. W24X76 I-BEAM COLD-FORMED STEEL 16. 24X24 HOLLOW MEMBER COLD-FORMED STEEL 17. SUSPENSION WIRES FOR DROPPED CEILING 18. 5/8” GYPSUM CEILING PANEL 19. W24X76 WIDE FLANGE WITH STRUCTURAL CAPS 20. PARAPET 21. GUTTER 22. 2” DRAIN PIPE 23. ALUMINUM MULLION 24. LOW-E DOUBLE-PANED GLASS

5 4 4

14 15

24”X24” HOLLOW MEMBER

LEGEND

19 5

1 14 17 2 18

1 2

STEEL PLATE WITH BOLTS

ALUMINUM

LOW-E DOUBLE-PANE

W24X76 WIDE FLANGE COLD-FORMED STEEL LATERAL STRUCTURE W24X76 I-BEAM WITH STRUCTURAL CAPS COLD-FORMED STEEL GRAVITY STRUCTURE

5/8” GYPSUM BOA INTERIOR DRYWA FRAMING COMPONENT

2” CONCR WITH POLISHE

SUSPENSIO FOR DROPPE

W24X76 WIDE FLANGE WITH STRUCTURAL CAPS COLD-FORMED STEEL PRIMARY STRUCTURE

1/2” GYPSUM CEILIN

STEEL PLATE WITH BOLTS

W24X76 I-BEAM COLD-FORMED STEEL LATERAL STRUCTURE

METAL 4

W24X7 COLD-FORM LATERAL ST

11 5

W18X76 I-BEAM COLD-FORMED STEEL LATERAL STRUCTURE 24”X24” HOLLOW MEMBER

24”X24” HOLLOW

21 10 22

1 2

2’ SPACE FRAME COMP 3”- AND 2.5”-DIAM. STE 5”-DIAM. SPHERICA

16 5

6 1

2” CONCRETE SLAB WITH POLISHED FINISH

23 3 2

24” CONCRE 18” CONCR

W24X76 I-BEAM COLD-FORMED STEEL LATERAL STRUCTURE

24 8

METAL DECKING SUSPENSION WIRES FOR DROPPED CEILING 1/2” GYPSUM CEILING PANEL W18X76 I-BEAM COLD-FORMED STEEL LATERAL STRUCTURE

SOUTH EGRESS 4- STUDIO CLASSROOMS (GROUP B) A = 1200 sqf F = 40 sqf/pers 0 = 30 WIDTH OF EGRESS: 5’ 2’’

FIRE LIFE SAFETY: BUILDING TYPE IIA (1HR PROTTECTED STEEL)

WEST EGRESS 4- STUDIO CLASSROOMS (GROUP B) A = 2020 sqf F = 40 sqf/pers 0 = 51 WIDTH OF EGRESS: 5’

3- STUDIO CLASSROOMS (GROUP B) A = 3200 sqf F = 40 sqf/pers 0 = 80 WIDTH OF EGRESS: 5’ 2’’

3- STUDIO CLASSROOMS (GROUP B) A = 2500 sqf F = 40 sqf/pers 0 = 63 WIDTH OF EGRESS: 5’

2- STUDIO CLASSROOMS (GROUP B) A = 3200 sqf F = 40 sqf/pers 0 = 80 WIDTH OF EGRESS: 5’ 2’’

A-1 AUDITORIUM

ATRIUM

1- OFFICES/GALLERY (GROUP A3B) A = 1920 sqf F = 100 sqf/pers 0 = 20 WIDTH OF EGRESS: 5’

PATH OF TRAVEL TO EXISTING SCI_ARC

AUDITORIUM (GROUP A3B) 320 SEATS F = 7 sqf/pers 0 = 320 WIDTH OF EGRESS: 6’ 2’’ (North) 5’ 2’’ (South)

EMERGENCY STANDBY SYSTEM: SMOKE CONTROL SYSTEM: TO POWER CONTROL SYSTEM ATRIUM IS KEPT SMOKE FREE AND CAN BE USED FOR EGRESS

A-3 - LIBRARY

2- STUDIO CLASSROOMS (GROUP B) A = 3200 sqf F = 40 sqf/pers 0 = 80 WIDTH OF EGRESS: 5’

1- STUDIO CLASSROOMS (GROUP B) A = 2400 sqf F = 40 sqf/pers 0 = 60 WIDTH OF EGRESS: 5’ 2’’

SPRINKLER SYSTEM: INSTALLED THROUGHOUT

B - STUDIO

A-3 - FABRICATION SHOP

MECHANICAL

NORTH EGRESS 2- STUDIO CLASSROOMS (GROUP B) A = 1200 sqf F = 40 sqf/pers 0 = 30 WIDTH OF EGRESS: 6’ 2” PATH OF TRAVEL TO PUBLIC WAY

EAST EGRESS 2- STUDIO CLASSROOMS (GROUP B) A = 1350 sqf F = 40 sqf/pers 0 = 34 WIDTH OF EGRESS: 4’ 8’’

1- STUDIO CLASSROOMS (GROUP B) A = 1000 sqf F = 40 sqf/pers 0 = 25 WIDTH OF EGRESS: 6’ 2”

4 EMERGENCY EXIT NORTH

EMERGENCY EXIT WEST 5

1- OFFICES/GALLERY (GROUP A3B) A = 2000 sqf F = 100 sqf/pers 0 = 20 WIDTH OF EGRESS: 4’ 8’’

EMERGENCY EXIT SOUTH 8

PATH OF TRAVEL TO PUBLIC WAY

EGRESS AND OCCUPANCY LOAD

FLOOR NUMBER

2- OFFICES/GALLERY (GROUP A3B) A = 1920 sqf F = 100 sqf/pers 0 = 20 WIDTH OF EGRESS: 5’

PROGRAM + OCCUPANCY GROUP FLOOR AREA (OCCUPIABLE) sqf OCCUPANT LOAD FACTOR srf/pers NUMBER OF OCCUPANTS WIDTH OF STAIRS

BRACED SPRINKLER PIPE CORRUGATED STAINLESS HOSE FLEXIBLE FOR SEISMIC PURPOSES 9

ATTACHMENT TO CEILING FRAMING

N W

FIRE SPRINKLER PLAN

E S

SPRINKLER HEAD 0

5’

10’

40’

20’

AIR COOLED CHILLER (CONDENSER) PUMP ROOF

COOLING COIL CONTROLLED INTERIOR SPACE A

INTAKE

DIFFUSER 1

RETURN DUCT

SUPPLY DUCT

OUTSIDE AIR VENTILATION GROUND 2

PUMP AIR HANDLING UNIT

HEATING COIL

FUEL BOILER 3

HVAC DIAGRAM: SEVERAL AHU COUPLED WITH A SINGLE ROOF CHILLER AND UNDERGROUND BOILER

EXIT SIGN NORTH

AIR DIFFUSER AIR INTAKE

EXIT SIGN WEST 5

AIR COOLED CHILLER ON ROOF (COMPRESSOR, CONDENSOR, EVAPORATOR) AUDITORIUM

AHU 3 SOUTH MASS AHU 2 WEST MASS AUDITORIUM

CONCRETE CORE

EXIT SIGN SOUTH 8

HVAC SUPPLY DUCT

FLUORESCENT TUBE

RETURN DUCT

SURFACE FLUORESCENT LIGHT CELING MOUNTED LUMINAIRE

WALL MOUNTED LUMINAIRE

BOILER AIR HANDLING UNIT (AHU 1) FAN AND COIL

SWITCH 2-WAY DIMMER SWITCH EMERGENCY LIGHTS

HVAC NETWORK

ELECTRICAL PLAN

FIRE ALARM BELL

E S

FIRE ALARM SOUNDER

5’

10’

20’

40’

MOVEMENT SENSORS (CEILING LIGHTS)

ADA BATHROOMS

SECOND FLOOR ADA CIRCULATION ADA BATHROOMS ELEVATOR SHAFT 3 ELEVATOR SHAFT 2

FIRST FLOOR ADA CIRCULATION

ACCESSIBLE PATH OF TRAVEL FROM EXISITING SCI_ARC ADA ACCESS FROM PARKING 2 TO UNDERGROUNG GARAGE

ADA ACCESS FROM PARKING 3 ELEVATOR SHAFT 1

25’

PATH OF TRAVEL ADA ACCESS FROM PARKING 1

10’

21’

ADA PARKING SPACE

ACCESSIBLE PATH OF TRAVEL FROM PUBLIC WAY

ADA ACCESSIBILITY

60” R=30”

60”

WIDTH: 60”

R=30”

R=30” AREA OF REFUGE

DOOR: 72”

ADA BATHROOM STALL ACCESS

ADA BATHROOM STALL CLEARANCE

ADA CORE FIRE REFUGE

ADA ELEVATOR CLEARANCE

2” GFRC PANELS

2” HONEYCOMB PANEL BACKING WATERPROOF MEMBRANE 1/4” FRP APERTURE WITH GLOSSY WHITE FINISH Z-CLIP ATTACHMENT 3” BAT INSULATION EMBEDDED WITHIN RAIL SYSTEM 3”X1.5” C-CHANNEL STEEL CLADDING RAIL SYSTEM HIGH-EFFICIENCY GLAZING WITHIN CONCEALED ALUMINUM MULLION 3”-DIAM. STEEL ROD RING SYSTEM WITHIN SPACE FRAME 2”x1” STEEL TUBE CAGE STRUCTURE 5/8” SHEATHING 2”X1.5” C-CHANNEL STEEL STUDS 2’ O.C.

Current page:

1/4” SOUND DEADENING BOARD 7/8” HAT CHANNEL STEEL FRAMING COMPONENT

Up: ADA accessibility: parking, egress, elevator, bathrooms. Down: Typical outer shell chunk with exploded aperture call out

5/8” GYPSUM BOARD WITH DRYWALL FINISH 1/4” FRP APERTURE WITH GLOSSY WHITE FINISH

Oposite page: Up: Longitudinal Section Down: Corresponding elevation (north)

Design Development

96’

54’

40’

18’

4’

N W

0’

5’

10’

20’

40’

SECTION CUT

96’

54’

40’

18’

4’

Details Details Canopy Fall 2016 - Dwayne Oyler Community Jorn Utzon Unbuilt Museum Proposal Collaboration: Andreina Pepe, Borna KhallilNassab This detail is a hybrid of a louver/ mullion and a glass canopy structure which is meant to cover an elevated outdoor walkway planned in the Jorn Utzon Museum. We were interested in developing further the curves already present in the museum proposed scheme. To achieve a lighter and less dense aspect than the overall project we opted for a wireframe structure that compliments the glass panels and the existing wall. The concrete wall inflects and deflects to receive the pipes in a more fluid manner. The glass panels are hold in place from top and bottom by the wrapping of the structure. Atop the wall the wireframe lightly hovers before disappearing in the back. Behind, the structure is grounded into the wall (the base in our model). The canopy is made from hollowed 5/8th’’ (1//2 scale) stainless tubes that were bent three dimensionally using a dye. The latter were assembled and welded together through a sub structure of full smaller radius stainless rods. For modeling purposes we have welded the primary structure to a metal plate screwed down at the back of the base.

1/64” METAL STUD BETWEEN THE STEEL 1/4” DIAMETER STEEL TUBING TYPICAL C-SHAPED MULLION TO SUPPORT GLASS 1/8” METAL SHEET WELDED TO THE 1/4” TUBES 1/2” DIAMETER RUBBER SIRCLES TO PREVENT THE GLASS FROM MOVING

1/64” METAL STUD BETWEEN THE STEEL

PERFORATED CONCRETE WALL 1/2’” MODEL WALL MADE OUT OF FOAM AND PLASTIC 3D PRINTS

4 LAYERS 0.5” MDF (1/2 MODEL) PLY WOOD SUPPORT BRAKETS

FRONT ELEVATION LOUVER

1/4” DIAMETER STEEL TUBING TYPICAL PERFORATED CONCRETE WALL C-SHAPED MULLION TO SUPPORT GLASS 1/2” GLASS 1/64” METAL STUD BETWEEN THE STEEL 1/2” DIAMETER RUBBER SIRCLES TO PREVENT THE GLASS FROM MOVING 1/8” METAL SHEET WELDED TO THE 1/4” TUBES

1/4” TUBE WELDED TO METAL SHEET FOR SUPPORT PLY WOOD SUPPORT BRAKETS 4 LAYERS 0.5” MDF (1/2 MODEL) 1/8” METAL SHEET INDENTED TO THE MDF

Current page: Up: Frontal elevation Down: Section through wall

SECTION THROUGH LOUVER

Oposite page: Model Photographs.

Details Details Canopy

alexisrosenthal@icloud.com