Oskar Victor Portfolio

PORTFOLIO Oskar Victor Post Graduate 2023 Victoria University

Oskar Victor / Curriculum Vitae /

Job Experience:

Personal: Address: Phone: Email: Date of Birth: Nationality: Driver License:

29 Rintoul Street Newtown 021 0888 6657 oskaravictor@gmail. com 29/12/2000 New Zealander Full (manual)

Education: 2022-2023 MArch(Prof) (Master of Architecture) Victoria University of Wellington 2019-2021 BAS (Bachelor of Architecture Studies) Victoria University of Wellington 2015-2018 NCEA Levels 1, 2, 3 Christchurch Boys High School

Program Skill Set Revit: AutoCad: Houdini: Rhino: Grasshopper: Adobe: VRAY:

References: Please ask for any further references.

2015-2017 (High School Job)

2017-2019 (High School Job)

2020-2021 (Summer Job)

2021 (Summer Job)

Hang Up Event Management

Construction of stages and performance equipment for concerts, sports games, etc. Listening to superiors, preforming tasks, handling of expensive equipment , dealing with high amounts of pressure in a stressful work environment.

Kitchen Hand at The Fox and Ferret Riccarton

Daily prepping activities, ensuring time management to keep on time, cleaning kitchen, taking orders from superiors, taking initiative to complete jobs.

Assistant in painting for RA Victor Painters Summer work with my uncle. Charging out and tracking my own hours, hard strenuous work.

Texco Steel Liquidation

Helping with the cleanup of a large scale business, file management, selling and cleaning machine equipment.

2019, 2020, 2021 Qizzle, education supplies specialist (Summer Job)

2022-2023 (Summer Research Schoolarship)

Working as a inwards good manage, keeping track of goods coming into the warehouse, ensuring the correct amount of stock was present, using basic logical to solve problems, helping .

Victoria University Scholarship

Researching under Derek Kawiti. The research was asking to, ‘Harness Maori Customary Knowledge to Produce New High Value Materials From Nature.’ Using initiative to produce new design methods and tools to carve, mold and shape indigenous iron-sand into composite materials. Using unique tools such as CNC machines, 3D printers to create physical scale models.

2022 -23 Tutoring Experience: ARCI 312 (Architeture Design Capstone) Course Coordinator : Daniel K Brown Email : daniel.brown@vuw.ac.nz Phone Number : 021 235 9592

General Interests: // Skiing // Running // Music // Rugby // Food // Tennis // ARCHITECTURE

ARCI 311 (Architecture Design II) Course Coordinator : Derek Kawiti Email : derek.kawiti@vuw.ac.nz Phone Number : 022 131 7541

BLD222 (Structural Systems) Course Coordinator: Rick Hook Email : rick.hook@xtra.co.nz Phone Number : 027 440 4803

SARC 223 (Human Environmental Science) Course Coordinator : Nilesh Baski Email : nilesh.bakshi@vuw.ac.nz

ARCI222 (Structural Systems) Course Coordinator Guy Marriage Email : guy.marriage@vuw.ac.nz

M.I.I.Q.

ARCI411 (April / May 2022) Renders First Floor Plan Sections

Current Thesis Work ARCI591 (2023)

Existing Machine Typologies Concept Design

Preliminary Design Developed Design

Civic Square Design

ARCI412 (July - October 2023) Concept Physical models Final concept design elevations / renders / sections / plans Detailed drawings

Large section Partial building section Detailed area drawings Exploded axonometric drawings

Maoae Aso Nei

ARCI312 (August 2021) Development Ground Floor Plan Sections Interior Renders

Eco-Tower

SARC321 (April / May 2021)

Please request for any further work including current thesis documentation or full versions of projects.

Site Plan Core Plan Core Section Core Details Facade Plan / Elevation Facade Details

M.I.I.Q.

(MANAGED IMMIGRATION ISOLATION QUARANTINE STATION)

2022

This project constituted the culmination of a three-step endeavor. The objective was to conceive a ‘landmark’ structure for Wellington. The project’s brief was notably unrestrictive, affording me the latitude to engage in speculative design.

I incorporated narrative elements to imbue the project with deeper significance and to elevate the articulation of my architectural vision. The M.I.I.Q Centre, envisioned for completion in the year 2141, serves as a conduit for interplanetary travel, facilitating the movement of extraterrestrial species between planets.

X Y Z

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RE( CON )NOTATIONS CURRENT THESIS WORK

THE EDGE OF CHAOS 2023

Re(con)notations / The Edge of Chaos tackles New Zealand’s largest port by volume: the port of Tauranga. This thesis explores how an allegorical architectural project can cultivate a machine aesthetic to harmonize an industrial chaotic space of layered alternative typologies that can transform depending on shifts in the economic climate.

Re( con )notations

Layering will be used by investigating how alternative architectural typologies can harmoniously coexist. Typically, urban architecture expands outward; however, this thesis will treat the site like a palimpsest, allowing the layering of residential and commercial architecture to appear industrial. In order to achieve this, the architecture will be developed as an allegory to convey the contextual machine aesthetic around itself, additionally by embracing the vast area as an ever-changing dynamic zone. The architectural interventions can seamlessly adapt with relevance to the economic climate. Moving into or out of the industrial zone will provide more or less residential or commercial buildings.

“

Complex systems tend to locate themselves at a place we call ‘the edge of chaos.’ We imagine the edge of chaos as a place where there is enough innovation to keep a living system vibrant, and enough stability to keep it from collapsing into anarchy. It is a zone of conflict and upheaval, where the old and the new are constantly at war.

- Michael Crichton, “The Lost World”

EXISTING MACHINE TYPOLOGIES : Oil and petrolium imports

Y Fig. 2.5.1 “Oil and Petrolium Import” 2023 by Author

Forestry and Logging Exports

X

Container Shipping

Z Fig. 2.5.3 “Container Shipping Imports and Exports ” 2023 by Author

CONCEPT DESIGN : (re)PURPOSING MACHINES

Machine Typologies

Palimpsest

“

Preliminary Design

“Everywhere it is machines—real ones, not figurative ones: machines driving other machines, machines being driven by other machines, with all the necessary couplings and connections.” – 1

- Gilles Deleuze and Guattari Félix, Anti-Oedipus, “Capitalism and Schizophrenia”, 1977.

Didactic sentinels and guardians of the Taurnaga Port.

(re)IMAGINING MACHINES In previous reflections scale has been a large problem. With the port spanning five separate models in five different regions of the port. The aim of each of the five models is to replicate a process that occurs within the region or the fundamental site conditions. Therefore establishing a didactic architecture that allows users to learn about the micro scale of the port. And view the changes from section to section within the port.

This change is also shown within the architecture itself whereby as the building crosses the duality zone between one port typology to the next the buildings showcase several of the duality acts. Furthering the users perception and understanding of the port space.

Location A:

Location B:

Location C:

Location D:

Location E:

Each building additionally is framed by the one before and after it creating a link between the five buildings. Establishing a gateway of guardians and sentinels into the port of Tauranga.

DEVELOPED DESIGN : (re)PURPOSING MACHINES

(Re)purposed machines in the chipping container environment capable of inhabiting people.

CIVIC SQUARE DESIGN VERTICAL CLIMBING GYM 2022 The Civic Square redesign project afforded me the opportunity to re-imagine one of the earthquake-damaged structures within the vicinity. The project brief tasked me with the challenge of revitalizing Civic Square, transforming it into a vibrant and engaging space that had lost much of its vitality and activity.

My vision centered on the creation of a vertical recreation center, a concept wherein the architectural design harmonized with the human perception of time during various vertical exercise activities. As one ascended the building, the programs gradually escalated in complexity and intensity, thus altering one’s perception of time. The architectural layout encompassed zones for activities such as trampolining, rock climbing, bouldering, bungee jumping, and more.

A paramount aspect of the design was its commitment to sustainability.

Leveraging state-of-the-art green materials, advanced ventilation systems, and innovative design techniques, the project was conceived to minimize operational costs and ensure the building’s long-term viability, culminating in a sustainable outcome.

The project unfolded across four distinct phases: site analysis, design drivers, concept design, and developed design, each contributing to the realization of this transformative endeavor.

INITIAL CONCEPTUAL PHYSICAL MODELS

FINAL CONCEPT DESIGN

North East Contextual Elevation

1:1200 @A3

North Contextual Elevation

1:1200 @A3

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MAOAE ASO NEI WELLINGTON FALE MALAE 2021

The Maeoae Aso Nei project marked my inaugural venture into the integration of structure, design and program. The overarching objective was to conceive a cultural center, specifically a Fale Malae, intended to serve as a communal hub for all Pacific communities. The designated location for this Fale Malae was within the picturesque confines of Frank Kitts Park in Wellington.

In crafting my design, I drew inspiration from the narrative of Pacific explorers, a source that enriched the project with a sense of historical and cultural context. This narrative served as a guiding force, informing the intricate and fluid design of the Fale Malae, thus imbuing it with a deeper layer of meaning and significance.

8.7832° S, 124.5085° W 710,000,000 km3

Polynesian Way-finders

Exploring the Contrast Between Tradition and Modernity, and the Interplay Between Them As noted by archaeologist Atholl Anderson, the double spritsail emerged as the most probable sailing rig employed by the Polynesian voyagers who arrived Speculative in New drawing Zealand during the 13th century. These canoes were primarily propelled by specifically through the use of oars.

Traditional vs thehuman modern and effort, the space between them. traveling how we now vscarries ealy 1200 centry This traditional mode ofmove travel profound historical significance and can serve asMassing, a source ofpeople inspiration for600 contemporary design concepts. It how many fit inside a space people etc offers a unique opportunity to bridge the gap between the past and the moving, the lines back like the moari with when the mountain is moved the river is left behind, therefore when present, allowing a meaningful reconnection of these distinct eras. the linesfor are moved here it creates a trail or entrance.

Merging Origin Concepts With Contemporary Elements Leveraging the Graceful Motion of Pacific Explorers for Contemporary Design Harnessing the inherent fluidity of movement associated with Pacific explorers provides a compelling foundation for contemporary design. This concept serves as a metaphorical bridge, concealing the islands that were once the ancestral homelands of Pasifika people before the arrival of European colonizers.

Traditional vs Modern

Diagnosing the “uamea” - Samoan Ore Through the utilization of video analysis, the intricate motions involved in rotating the Uamea can be dissected and examined. This analysis serves as a valuable resource for the generation of captivating architectural shapes, both in terms of plan and elevation.

These forms can then be refined and extended to yield a fluid and contemporary architectural design, mirroring the rhythmic repetition inherent in the act of rowing. The resultant plan and elevation configurations, when positioned in their respective orientations, can be seamlessly incorporated into a facade treatment, serving as a unifying element that encapsulates the essence of fluidity.

Side View

0

Top View

10

20

30

40

50

Uamea Rotation in Elevation Centermeters

60

0

10

20

30

40

Uamea Rotation in Plan

50

60

ix

x

vii

vi

vi

v

viii

xii iv

xiii iii

xiv ii xv

i

0m

10

20

Maoae Aso Nei : Ground Floor Plan Secondary fire stairwell

i

Primary stairwell

vii

Unisex public toilets

xiii

Storage room

ii

Large lifts

viii

Three leasable public spaces - for shops etc

xiv

Main atrium space

iii

Unisex cafe toilets

ix

Canoe storage space

xv

Open break out space

iv

Small coffee shop

x

Closed breakout space

v

Public seating area

xi

Main entrance

vi

Alternative entrance

xii

11.2m

7.6m

4.0m

6000mm

6000mm

6000mm

6000mm

6000mm

Section Aa

9000mm

0m

20

10

11.2m

7.6m

4.0m

6000mm

6000mm

6000mm

6000mm

6000mm

9000mm

Section Bb

0m

20

10

11.2m

7.6m

4.0m

6000mm

Section Cc

6000mm

6000mm

6000mm

6000mm

9000mm

0m

10

20

Internal Render #1

Internal Render #2

Internal Render #3

TOKYO ECO - TOWER CORE AND FACADE DESIGN

This two-part project was meticulously crafted to impart the essential skills of designing the structural core and facades within larger buildings. ECO-Tower stands as an exemplar of sustainable wooden architecture nestled in the vibrant heart of Tokyo. This innovative structure seamlessly blends the functionalities of residential apartments, office spaces, and ground-level retail stores.

A notable feature of this architectural marvel is the expansive open thoroughfare that gracefully intersects between Tsukiji Street and Akashicho Street. This strategic design element not only enhances foot traffic for the ground-level retail establishments but also offers direct accessibility to elevators and staircases, ensuring seamless connectivity and convenience for all occupants and visitors alike.

Applications used : Site plan

0

Scale 1:1000

I

2

3

4

5

6

10

20

7

30

8

9

A

B

C

Primary core D

Secondary core E UP

DN

DW

F P01 A101

G

Split Core Design - 890m^2 building footprint Scale 1:200

50

P02 B104

10

11

2021

B112

Isometric View

TB160 - PW160mm mullion seismic thermally broken double glazed fasade Bottom sill 300x300cm glulam post 40mm Double glazing windows 120mm thermosash matte alumiminum mullions

6cm Steel bottom plate Post steel connection joint

250mm CLT flooring

25mm black acoustic ceiling tiles attached directly to CLT floor 25mm large steel I beam 300x100mm secondary glulam beam 260x130mm steel hollow section beam sprayed matte 70mm treated Wooden shadding fins 50mm Matte Steel diagonal louvre mullion Matte Strip cladding Reider Sales GmbH alluminium front panel

ECO -132 Tokyo Tower Project Overview: SARC321 P3 (fasade) General Commercial floor fasade

132 Akashicho, Chuo City, Tokyo

Drawing Details Drawing name:

Scale:

Isometric Detail

NA @A3

Drawn by:

Date:

Oskar Victor 300504031

3/10/21

Drawing no.

B112

B113

Perspective render

4000

4000 1770

1103

130 166 600

Panelled composite aluminium Veneer NZFD 60 slidding fire door

Bremworth - Siren Dio carpet flooring

437

300

1355

1565 761

404

90x45 timber frame construction. Covered with 13mm fyreline GIB board

130

594

Glulam column wrapped with back board and alaska tiles

779

130

1485

Panelled Veneer NZFD 60 hung fire door

DISABLED WC ELECTRICAL CUPBOARD

2193

1803

Panelled composite aluminium Veneer NZFD 60 double slidding fire door

1258

600

130

512

136 300

800

45 342

1220

730

130

5837

1000x1000 mm disabled fisher and paykel shower

95

1103

500mm x 500mm Heritage white antislip floor tiles

Adessp Elevate wall basin 400 x 250mm

940

130 236

90x45 timber frame construction. Covered wit 15mm back board and fin with grey alaska matt 250x250mm tiles

Nouveau Rumba back to wall toilet 380mm x 640mm

CLEANERS CUPBOARD

COLD WATER

WC SOIL STACK

130

HOT WATER

1300

Storage shelf unit for cleaning supplies

Panelled composite aluminium Veneer NZFD 60 slidding fire door

600

1110

600

20mm bathroom KerMac K-Moda Blade Systempartition walls

130

4000

MENS WC

GF EXHAUST

TOILER EXHAUST

WC SOIL STACK

350

TOILET EXHAUST

300

770

700

GF EXHAUST

Bremworth Siren Dio carpet flooring

1500

Panelled Veneer NZFD 60 hung fire door

HVAC RISER EXHAUST

Br Si flo

Panelled Veneer NZFD 60 hung fire door

HVAC RISER SUPPLY

COM

130

4000

1630

Bremworth Siren Dio carpet flooring

600

700

1098

600

2000 210

130

810

2113

3003

300 80

130

2000

810

2937

130

3827

13048

794

700

Openspace office area covered in Bremworth - Siren Dio carpet dark grey flooring

500

KITCHE EXTRAC

130

4000

WET RISER

500

2510

1000

STAIRCASE PRESSURISAT

A101 Primary Core Typical Floor Plan 610 500 130

688

Material Key

4000

S01 B05/6

2300

300

300 x 300mm structural glulam column. Kept bare for the most part in some cases will need to be wrapped for water/fire protection.

300mm glulam share wall finished with 20x20 mm cedar wooden wall slats in lobby area

1130

Glulam shear wall wrapped with back board and alaska tiles

Schindler 3300EU 15 persons commercial elevator (1600 x1600)mm

Dyson Airblade hand dryer

610

WOMENS WC

th a nished

North

ECO -132 Tokyo Tower

1130

All lifts to be finished in a compsite steel wooden walls. With aluminum hand rails, Tilted with grey marbel flooring, that wraps up into the skirthing of the lift.

Schindler 3300EU 15 persons commercial elevator (1600 x1600)mm

550

Project Overview: SARC321 P2 (core) General Commercial core layout

290

300

132 Akashicho, Chuo City, Tokyo

Schindler 3300EU 15 persons residential elevator (1600 x1600)mm

ELECTRICAL CUPBOARD

Drawing name:

1130

1500

Drawing Details

LIFT LOBBY AREA

remworth iren Dio carpet ooring

Scale:

Office Core Plan

1:50 @A3

Drawn by:

Date:

Oskar Victor 300504031

15/09/21

Drawing no.

610

A101

1000

MMS ROOM

1130

DATA RISER

1000

Schindler 3300EU 15 persons residential elevator (1600 x1600)mm

D02 B109

Panelled Veneer NZFD 60 hung fire door

1000

UP

95140100

D02 B110

894

300

Panelled Veneer NZFD 60 hung fire door

278

630

DATA RISER

E TION

1000

1383

Aluminium railing and handrial

FIRE STAIRWELL

DN

EN CT

8

135mm light timber 45 x 90mm studs frame. Constructed with double sided 13mm fyreline GIB board. Additionally two layers of 15mm accostic insulation layers inbetween.

600

1100

Glulam 300mm shearwall. Lift lobby area finished with 20x20mm cedar wooden slats

Exposed polished Glulam flooring with visable steel steel conection points

4000

300

90x45 timber frame construction.

Covered with 13mm fyreline GIB board, finished with 20x20 mm cedar wooden wall slats

130

280x1000 mm Laminated wooden staircase with steel bracket and connection joints

F

DW

Light grey lino kitchen flooring

800

KITCHENETTE

280

500 2583

1400 921 130

300

2300 2807

300 1360

5232

130 130

A3 sheet size

Sevices key Hanging LED Downlight

Recessed LED Downlight

Intake Vent

Extract Vent

Fire Sprinkler

Fire CO2 Supression

North

ECO -132 Tokyo Tower Project Overview: SARC321 P2 (core)

250mm CLT floor

Office Floor 4 17000mm

Office Floor 4 17000mm

General Commercial core layout

132 Akashicho, Chuo City, Tokyo

16730mm 16730mm

960

25mm black acoustic ceiling tiles attached directly to CLT floor

300x100mm glulam timber beam

300x100mm secondary glulam beam

300x300mm glulam timber post

Drawing name:

Circlular suspended light pendulant - to be designed later

500x500mm suspended ceiling panels Aluminium bottom holding the steel wire to the ceiling tiles 135mm patrician wall, double noise supression layer

1900

60x60mm wooden hand rail Oak wooden 60x280mm run Recessed antislip 20mm tread 30x135mm steel safey barrior

50mm cedar wooden suspended ceiling finish

1:50 @A3

Date:

Oskar Victor 300504031

2830

20mm bathroom KerMac K-Moda Blade System door 220 mm single hinge door

15/09/21

Drawing no.

A102

2500x900mm Panelled Veneer NZFD 60 hung fire door

WC SOIL STACK RISER

20mm bathroom KerMac K-Moda Blade Systempartition walls continue to the ceiling

Scale:

Office Core Reflected Ceiling Plan

Drawn by:

135mm Partician wall with 90x45mm studs double sided13mm Fyreline Gib board

Glulam shear wall wrapped with back board and alaska tiles

60mm Oak wooden stariwell landing

Electrical Cupboard

Data Riser

Data Riser

Nouveau Rumba back to wall toilet 380mm x 640mm 50mm cedar wooden cladding wall finish 300mm CLT sharewall

1900

Central singular 120mm steel rectangular hollow section steel stringer, holding the elevated landing.

Central sinular 120mm steel rectangular hollow section steel stringer, holding each indirvidual stair in place.

400mm bathroom wooden base with steel door handle

Small staff kitchen area Suspended lighiting in fire stariwell

500x500 mm heritage white antislip floor tiles

Office Floor 3 13000mm

Drawing Details

300mm CLT sharewall

10mm rectangluar hollow section steel beam, bolting each clt floor level to two connecting clt sharewalls

Plastic lino kitchen flooring finish

Office Floor 3 13000mm

250mm CLT floor

12730mm 12730mm

Recessed bathroom roof space for waste water, toilet drainageand HVAC intake/exhaust 10mm rectangluar hollow section steel beam, bolting each clt floor level to two connecting clt sharewalls

1100mm steel wire connecting the suspened ceiling tiles to the floor above

Section 01 A105 long Scale 1:50

A3 sheet size

01 - Fire stairwell / clt sharewall to beams A107 Detail Plan 1:20 Comms room

100x300mm secondary clt beam

Anti-slip rubber layer

Connection bolts to be specified by engineerv 300mm CLT sharewall

300

Welded steel plate connection primary / secondary beams to sharewall

135mm wall junction point

Primary clt beams Fireproof sealant layer

90x45mm standard stud bracing primary beam Open void for stairwell pressurisation vents 10mm double sound insulation layer 13mm fyreline GIB board

10mm alluminium storage box for sistmas presureizacion kit

Bradford fireseal Insulation 230mm leakage air blower vent

Rubber fire proof seal

290mm aluminium leakage air vent riser 10mmAluminium door Wooden oak stairwell landing space

350

Openspace office area covered in Bremworth Siren Dio carpet dark grey flooring

Office Floor 3 13000mm

Lower level ceiling

300mm CLT sharewall

90x45mm standard stud bracing primary beam

10mm rectangluar hollow section steel beam, bolting each clt floor level to two connecting clt sharewalls 10mm steel back plate nailed to glulam share walls

250mm clt floor

No clt floor - for the stariwell area

12750mm

Connection bolts to be specified by engineer 10mm Steel bracket specified by engineer Secondary 300x100mm glulam beam

100x300 primary glulam beams

Open void for stairwell pressurisation vents 10mm double sound insulation layer 13mm fyreline GIB board

250mm pressurisation fan

Bradford fireseal Insulation Rubber fire proof seal

250

A108

Detail 01 - Fire stairwell / clt sharewall to beams Section 1:20

Stairwell area

M 20 x 1.5mm Powersupply monitor connection

290mm aluminium leakage air vent riser

BOXPRES KIT 1 - control box Pressure connection

480

A3 sheet size

02 - Exposed stairwell detail A110 Detail Section 1:20

02 - Exposed stairwell detail A109 Detail Section 1:20

54x27mm Curved cedar wooden hand rail

Black 25mm steel safety barrior Black 25mm steel balustrade

1120

54x27mm Curved cedar wooden hand rail Black 25mm steel safety barrior

3mm black steel bracket screwed to wooden stairs / landing welded to balustrade 50mm wooden oak landing

50mm wooden oak individual stair

Welded steel landing connection, screwed to landed

14900mm Thrid level staircase landing

50mm wooden oak landing

100x100mm single hollow steel staircase stringer 5mm antislip rubber grove layer

190

190

3mm steel bottom top plate, pre welded and screwed to each individual stair

130mm pre-welded steel stringer staircase riser

5mm antislip rubber grove layer 50

32mm wooden oak individual stair

130mm pre-welded steel stringer staircase riser

3mm steel bottom top plate, pre welded and screwed to each individual stair

100x100mm single hollow steel staircase stringer

300mm CLT sharewall

100

290

100 960

A3 sheet size

03 - Suspended parametric ceiling in lobby A111 Detail Section 1:20 Polished CLT floor finish

Indecative bolts, to be specified by engineer

Office Floor 3 13000mm

250

10mm rectangluar hollow section steel beam, bolting each clt floor level to two connecting clt sharewalls

250mm CLT floor

10mm steel back plate nailed to glulam share walls

40mm aluminium bracket, nailed to CLT floor

Elevator shaft Elevator aluminium door

Steel wire to aluminium tube connection point

500x500mm cedar wooden ceiling finish 500x500mm cedar wooden wall finish wrapping around lift door entrance 0.05mm steel wire suspending parametric lobby area ceiling 280mm hollow aluminium tube keeping wooden elements together

D03

B112/3

12120mm Suspendedparametric ceiling bottom

150

A112

Detail 03 - Suspended parametric ceiling in lobby Section 1:2

50 300

03 - Suspended parametric ceiling in lobby A113 Detail Plan 1:2

250 CLT floor 0.05mm upper aluminuim bracket section 0.05mm lower aluminuim bracket section Indecative screws, connection aluminium bracket to floor above Roof space for service (lights, HVAC, etc) 0.05 wire hook

Physical slidding lock connection mount point 0.05mm steel wire suspending parametric lobby area ceiling 0.06mm hole to thread attatching wire hook through 150x0.05mm aluminum top connection point

Anti-slip rubber seleant layer 0.05 mm aluminium brakcet notch

500x500mm cedar wooden parametric ceiling peice

280mm hollow aluminium tube keeping wooden elements together

140 200 280

500x500mm cedar wooden parametric ceiling peice 200x0.05mm top aluminium connection point 0.06mm hole to thread attatching wire hook through

200mm plate inserted inside hollow tube 280mm hollow aluminium tube keeping wooden elements together 140mm Gap to place connection point inside

240

200

140 280

A3 sheet size

B103

250x130mm steel hollow section beam sprayed matte

Elevation E01 Scale 1:50

Matte strip cladding Reider Sales GmbH alluminium front panel

Office Floor 4 17000mm

16730mm

920 920 1870 Office Floor 3 13000mm

12730mm 70mm treated Wooden shadding fins 500mm Matte Steel diagonal louvre mullion

A3 sheet size

B104

TB160 - PW160mm mullion seismic thermally broken double glazed

Fasade Plan P01

Scale 1:50

D01 B106

S01 B05

250mm CLT floor - polished finish

Open plan office space

300

90x120mm thermosash matte alumiminum mullions 300x300cm glulam post

160 90

TB160 - PW160mm mullion seismic thermally broken double glazed 40mm Double glazing windows 2.5x10cm antislip outer steel grate

630 130

10mm steel rotation tube connection 70mm treated Wooden shadding fins 130x250mm steel hollow section beam sprayed matte 50mm Matte Steel diagonal louvre mullion

90

1000

D02 B107

4000

North

ECO -132 Tokyo Tower Project Overview: SARC321 P3 (fasade) General Commercial Floor Fasade

132 Akashicho, Chuo City, Tokyo

Drawing Details Drawing name:

Scale:

Plan

1:20 @A3

Drawn by:

Date:

Oskar Victor 300504031

3/10/21

Drawing no.

A3 sheet size

B104

Fasade Section S01

B106

Scale 1:50

Scale 1:10

D04 B109

.5mm Aluminium front cover Waterproof underlay .5mm Aluminium top cover 6cm Steel bottom plate Post steel connection joint

130 250

Office Floor 4 17000mm

Curtain Wall Detail Plan D01

300x100 Primary beam

25mm black acoustic ceiling tiles attached directly to CLT floor

300

16730mm

300x100 Secondary beam

300

B105

25mm large steel I beam Secondary beam steel bolted connection to primary beam

ISO B112

Specified by engineer

300x100mm secondary glulam beam

300x300 Solumn

500mm Matte Steel diagonal louvre mullion 70mm treated Wooden shadding fins

120

120mm thermosash matte alumiminum mullions 40mm Double glazing windows

D05 B110

Bottom aluminium sill

35

Matte Strip cladding Reider Sales GmbH alluminium front panel

60x40mm mullions Mullion connection point Double glazing windows Window brace middle Foam selant water proof layer Window connection .5mm Aluminium front cover

10mm steel rotation tube connection 300x300cm glulam post 22 90

B107

Steel Hollow Beam Plan Detail D02 Scale 1:10

Office Floor 3 13000mm

Project Overview:

Steel bottom plate

PW1000 top connection 2.5x10cm antislip outer steel grate

D01 B106

D04 B109

B108

ECO -132 Tokyo Tower

500mm Matte Steel diagonal louvre mullion

12730mm

A3 sheet size

Louvre connection Bolt specified by engineer

250

PW1000 bottom connection

Steel grate connection bolt specified by engineer 100

260x130mm steel hollow section beam sprayed matte

85

25mm large steel I beam 2.5x10cm antislip outer steel grate

210

2830

TB160 - PW160mm mullion seismic thermally broken double glazed

130

630

90 160

300

SARC321 P3 (fasade) General Commercial Floor Fasade

132 Akashicho, Chuo City, Tokyo

260x130mm steel hollow section beam sprayed matte

D03 B108

Drawing Details Drawing name:

Scale:

Section / Details

1:20/1:5 @A3

Drawn by:

Date:

Oskar Victor 300504031

Hypothetical electrical cable tray 300x100mm primary glulam beam

3/10/21

Drawing no.

B105-107

Wall Detail Section D04 B109 Curtain Scale 1:10

Steel Hollow beam Section Detail D03 Scale 1:10

40mm Double glazing windows Top steel brace connection Size specified by engineer

60x40mm mullions Steel plate bolt

Size specified by engineer

Steel connection base Size specified by engineer

50mm Matte Steel diagonal louvre mullion

Office Floor 3 13000mm

120mm aluminum Bottom window pane connection point .5mm Aluminium front flashing

Office Floor 4 17000mm

.5mm Aluminium top flashing 140mm Steel colomn connection

D02 B107

Size specified by engineer

Waterproofing seal layer

2.5x10cm antislip outer steel grate

25mm large steel I beam

25mm large steel I beam

12730mm

260x130mm steel hollow section beam sprayed matte

ALuminium front brace

Steel bottom plate

Bottom steel brace connection Size specified by engineer

16730mm

Connection Bolt

25mm black acoustic ceiling tiles attached directly to CLT floor

specified by engineer

100 210

300x75mm secondary steel glulam beam connection Matte Strip cladding Reider Sales GmbH alluminium front panel 300x100mm secondary glulam beam 300x100mm primary glulam beam Secondary beam steel bolted connection to primary beam

B110

Rotating Fin Joint Section Detail D05 Scale 1:5

Rotation pivot point

B111

Rotating Fin Joint Section Plan D06 Scale 1:5

70mm treated Wooden shadding fins Rotation pivot point

70mm treated Wooden shadding fins

D06 B111

Steel fin bolt connection

50mm Matte Steel diagonal louvre mullion Steel bottom plate

ECO -132 Tokyo Tower Project Overview:

50mm Matte Steel diagonal louvre mullion

SARC321 P3 (fasade) General Commercial Floor Fasade

Connection Bolt

132 Akashicho, Chuo City, Tokyo

specified by engineer

260x130mm steel hollow section beam sprayed matte

Office Floor 3 13000mm

D05 B110

Steel fin bolt connection

Drawing Details

Connection Bolt

Drawing name:

specifived by engineer

A3 sheet size

35

35

50

50

130

130

Scale:

Details

1:2/1:5 @A3

Drawn by:

Date:

Oskar Victor 300504031

3/10/21

Drawing no.

B108-111

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