Duong Nguyen Portfolio 2020 by Duong Nguyen

A C R

2 0 2 0 2020

d ng u o uy ng en

ARCHITECTURAL DESIGN PORTFOLIO

MINDFUL MANIFESTATION: from EEG to Virtual Reality Name: Duong Nguyen Research Stream: Digital Architecture Research Alliance (DARA) Supervisors: Tane Moleta & Marc Aurel Schnabel

The research question is answered with the development of a brain-computer interface in virtual reality (BCI-VR). The interface consists of a 14-channel EMOTIV EEG headset, and the virtual reality experienced in the head-mounted display (HMD) HTC Vive Headset. EEG data were collected from the CortexUI cloud database, transferred to interact with design contents in Grasshopper, then experienced in VR through Unity.

Human

Thoughts

Vision

Rhinoceros

14-Channel EPOC+ Headset

HTC Vive Headset

Bake Geometries

This study has progressed as far as the design of architectural concepts through the interaction of pre-designed architectural forms with multiple design scenarios. The research outcome formulates a foreground as part of ongoing research in developing a means of designing architecture directly through the mind’s eye.

User Datagram Protocol (UDP)

Computer

overview

On the motivation of the current spirit of the age, increased interest in artificial intelligence and creativity, this research poses the question of “can we design architecture using brain activities?”.

Abstract

User Datagram Protocol (UDP) Websocket (WS)

CortexUI

Grasshopper

UnityVR

EEG Data Streaming

EEG Data Processing & Design Experiment

VR Experience

“I think therefore it is” is the ultimate goal. What follows would be a short excerpt of the project. More can be found through Victoria University of Wellington’s library resource, or published proceedings in CAADRIA 2019: Intelligent & Informed.

Diagram the research aim, creating a system through the interconnection of hardware and software to manipulate architectural forms

Methodology Diagram

1 : EEG Data Acquisition Methods

{

EEG

How the research was broken down can be separated into seven stages. Stage 1: Testing various methods to gain live EEG ddata Stage 2: Designing pre-existent forms Stage 3: Exploration of basic EEG interaction with geometrical concepts Stage 4: Combining developed EEG interactions with developed design forms Stage 5: Transferring Grasshopper geometries into Unity Stage 6: Incorporation of stage 4 & 5 together to create a fully functioning system. Stage 7: Enhanced System: additional capabilities for system inside of VR

}

{ } { } { } { } EEG

EEG & Design

Design & VR

{

EEG Design & VR

}

6 : Full System (EEG, Grasshopper & Unity)

Methodology Diagram demonstrating the design workflow

}

5 : Grasshopper to Unity & Design

EEG Design & VR +

7 : Enhanced System (Controller, Toggling between interactions)

methodology.

Design

{

overview

2 : Grasshopper Design Test

using using using using using using using

System; CortexAccess; System.Threading; System.Collections.Generic; System.IO; System.Collections; System.Text;

.pm (Performance Metrics)

using System.Net; using System.Net.Sockets;

software utilisation

namespace EEGLogger { class Program { const string Username = "duongy94"; const string Password = "Ilovelego"; const string LicenseId = "61f43c5d-52d5-4f94-9f18-6f4e7f6e22ca"; const int DebitNumber = 2; // default number of debit const string serverIP = "127.0.0.1"; static void Main(string[] args) { Console.WriteLine("EEG LOGGER"); Console.WriteLine("Please wear Headset with good signal!!!"); Process p = new Process(); // Register Event p.OnEEGDataReceived += OnEEGDataReceived; p.SessionCtr.OnSubcribeEEGOK += OnEEGDataReceived; Thread.Sleep(2000); //wait for querrying user login, query headset if (String.IsNullOrEmpty(p.GetUserLogin())) { p.Login(Username, Password); Thread.Sleep(1000); //wait for logining } // Show username login Console.WriteLine("Username :" + p.GetUserLogin()); if (p.AccessCtr.IsLogin) { // Send Authorize p.Authorize(LicenseId, DebitNumber); Thread.Sleep(5000); //wait for authorizing } if (!p.IsHeadsetConnected()) { p.QueryHeadset(); Thread.Sleep(10000); //wait for querying headset and create session } if (!p.IsCreateSession) { p.CreateSession(); Thread.Sleep(5000); } if (p.IsCreateSession) { // Subcribe EEG data p.SubcribeData("eeg"); Thread.Sleep(5000); } Console.WriteLine("Press Enter to exit"); while (Console.ReadKey().Key != ConsoleKey.Enter) { }

}

// Unsubcribe stream p.UnSubcribeData("eeg"); Thread.Sleep(3000); // Close Out Stream

CortexUI

emotivPRO

visual studio

excel

grasshopper

EEG Data Acquisition

public static void OnEEGDataReceived(object sender, ArrayList eegData) { Program sendEEGData = new Program(); //Console.WriteLine(eegData.Count); // to display how much information is within the arraylist. string eegDataSent = "";

}

foreach (var item in eegData) { eegDataSent += (item + ";"); } //Console.WriteLine(eegDataSent);// to display what is within eegData. sendEEGData.udpeegsender(eegDataSent);

public void udpeegsender(string eegDataInput) { UdpClient udpclient = new UdpClient(); try { }

}

byte[] eegdata = Encoding.UTF8.GetBytes(eegDataInput); udpclient.Send(eegdata, eegdata.Length, new IPEndPoint(IPAddress.Parse(serverIP), 100));

catch (Exception error) { Console.WriteLine(error.ToString()); }

EEGLogger Script Example

This section investigates the different choice in EEGs and the techniques used in acquiring EEG data, both statically and through real-time acquisition

Perfomance Metrics Data: data ranging from 0 to 1

Software & Hardware Considerations Virtual Reality Environment

EEG Acquisition & Processing Artificial Neural Network

32 Channel Emotiv EEG Flex Headset supported

Grasshopper Plugin

EEG Headsets tested for static and EEG live data acquisition

Of the three EEG headset tested, 14-Channel Emotiv EPOC EEG performed best, as the CortexUI cloud database did not recognise the EEG headsets.

Dodo

Diagram dissplaying the potential softwares as part of the design workflow

Static & Live Acquisition Methods

LunchBoxML

owl plugin

The original example C# script was modified to instead of its original functionalities of exporting a spreadsheet, the incoming EEG data stream information into Grasshopper via a User Datagram Protocol Connection (UDP). The C# scripts were built into an .exe file with dynamic link libraries (.dll), containing namespaces for the program to access and function.

Raw EEG Data

Live EEG Data Extraction Workflow (raw EEG Data)

EEG data acquisition

14 Channel Emotiv EPOC+ EEG Headset

EmotivPRO exports gathered information into spreadsheet

Excel converts .csv to .xlsx Static EEG Data Extraction Workflow

Grasshopper imports data using gHowl Plugin Raw EEG Data: data averaging at roughly 4000

CortexUI Registration Online for access information

Grasshopper imports data using gHowl Plugin at matching port number

capturing data.

Test importing tensorflow library into Grasshopper, but the library was not recognised.

OpenViBE 5 Channel Emotiv EEG Insight Headset

supported

tools & methods.

EmoEngine (part of the Community SDK)

emotivPRO

visual studio

excel

{

}

CortexUI

software utilisation

grasshopper

Design Experiment

From prior research into literature review and the creation of acquiring EEG data in real-time. This section explores several design concepts to which shall be later incorporated with EEG data.

Kaleidoscope

Image Spatialisation

colour overlaid on to grids from this original photograph Under the assumption, that this would be the postprocessing of images of EEG data is received

mesh design.

These design examples are initially created with the intention for the system's user to interact using the EEG headset. The video demonstrate how such interactions can take place. However, the design demonstrated itself to be overtly complex to be suitable for a live workflow as it requires too much computational processing.

Development of Image Spatialisation One

Development of Image Spatialisation Two

extrusion.

design experiment

scan QR code to see animation

Convolutional Neural Network (CNN)

These two examples are based on research surrounding artificial neural network (ANN), a sub-branch of Machine Learning (ML), and therefore, Artificial Intelligence (AI). The SOM algorithm iterates its three-dimensional grid over time towards a series of seed coordinates. The Convolutional Neural Network (CNN) is one which would be able to process imported images, however, this is only partially complete and shall require further developments. As of now, the brighter box colour values are moved vertically.

scan QR code to see animation

artificial neural networks.

87 59 ite ra tio n

72 58 ite ra tio n

53 54 ite ra tio n

21 26 ite ra tio n

13 37 ite ra tio n

52 0

original coordinates for the system to iterate towards (iteration 0)

ite ra tio n

design experiment

Self Organising Maps (SOM)

x (x, y, z)

orientation (x, y, z)

---

“ “

...

““

EEG & Design

““

(x, y, z)

scale

RGB colour (r, g ,b)

... ---

position

From the series test design ideas, this section unveils further steps to the system is further developed by incorporating learnt research in acquiring EEG data together to interact with these design concepts.

1. filterless 2. series filter 3. absolute & damping values

Live EEG Data

scan QR code to see animation

formerly: Convolutional Neural Network (CNN)

Glitch Box Design Developments

interactive design +.

The glitch box design example takes forward from the CNN design experiment and attempt to move the boxes in a vertical fashion using EEG data. The design iteration from 1 to 3 are continual refinements of this process, fine-tuning and allowing greater design interaction through the use of EEG.

Glitch Box

this design iteration takes a step further from the glitch box experiment and instead of moving the geometries vertically, they are scaled instead. The following three examples are three different design variations as how detected brain activities are used to change architecture.

reversed list pattern

scale application on CNN algorithm

Scale Box Design Iterations

concentric pattern

Live EEG Data

scan QR code to see animation

interactive design +.

Box Scaling

software utilisation

{

}

Incorporating Virtual Reality This section combines what has been discussed to create a fully-connecting system, this means that detected brain activities through EEG is possible in designing architectural forms inside a Virtual Reality environment.

POSITION

COLOUR

SCALE

UPWARD ORIENTATION FORWARD ORIENTATION

< < < < <

}

x,y,z; x,y,z; x,y,z; x,y,z;

r,g,b; r,g,b; r,g,b; r,g,b; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z;

> > > > >

UNITY USER DATAGRAM PROTOCOL (UDP)

[] [] [] 1. 2. 3.

[ ] [] ARRAY

MERGED GRASSHOPPER DATA LIST

x,y,z; x,y,z; x,y,z; r,g,b; r,g,b; r,g,b; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z;

ARRAY

x,y,z; x,y,z; x,y,z; r,g,b; r,g,b; r,g,b; x,y,z; x,y,z;

x,y,z; x,y,z;

x,y,z;

SEPARATING LIST INTO SEPARATE ITEMS WHERE THE SEMICOLON IS

GHOWL COMPONENT

1. 2. 3.

Grasshopper to Unity UDP Data Transferrence Method z position (x, y, z)

scale (x, y, z)

RGB colour (r, g ,b)

Parameters of changes of boxes that are affected by changes inside Grasshopper

orientation (x, y, z)

UNITY

WEBSOCKET SERVER 101010100101101 001010101010101 010101010100101 101010100001011

101010100101101 001010101010101 010101010100101 101010100001011

bytes

MESH INSIDE GRASSHOPPER

y y g y

z z b z

There were two different methods of transferring geometrical content from Grasshopper into Unity are created. UDP method and Mesh Streaming. The UDP method is used as it does not require great amount of computational processing. However, this method is limited in terms of form, only basic geometries such are cubes can be sent to be visualised in Unity, unlike the Mesh Streaming method. The two methods use different types of network connections, User Datagram Protocol and Websocket respectively, where the former is simpler in comparison to the latter.

GRASSHOPPER

mesh

x x r

http://127.0.0.1:8080 activation through the computerâ&#x20AC;&#x2122;s console

bytes

MESH SENT TO VIRTUAL REALITY

mesh

Grasshopper to Unity.

UDP Method

} }

Mesh Streaming

INFORMATION USED TO RECREATE BOX INFORMATION IN UNITY

GRASSHOPPER

{ {

Virtual Reality

UDP Method & Mesh Streaming

DESIGN TWO

DESIGN THREE

Self Organising Map (SOM)

Glitch Box

Box Scaling + Colour Change

2,2,2,2 with grid lines SOM network utilised

(design scaled down to 104 boxes for VR)

both scale and colour changing

User Moving

DESIGN ONE

User Sitting Still

dark blue

pink

EEG Headset Unattached

Virtual Reality

pink

Demonstration of different design scenarios incorporated to the full incorporated system, with different human interaction to generate a range of design results in combination with the baking functionalities

From the development of both UDP and Mesh Streaming connections. A system of interacting with architectural forms inside Virtual Reality is is established. Certain adaptations from the previous design iterations were made such as the reduction in the number of boxes in Glitch Box Design Scenario Two to create a smooth design experience. Further additions to the system, the “baking geometries", and the design “toggling” all executed through WebSocket connection.

}

GRASSHOPPER

WebSocket

UNITY

http://127.0.0.1:8070 Diagram displaying the backflow of data from Unity to Grasshopper, indicated through the backflow via a WebSocket port connection.

Trigger (ghBakeGeometries) baking the geometry from Grasshopper to Rhino

Grip (ghCycleDesign) toggling between interaction

VR Controller with indicators of assigned functionalities for a series of buttons

virtual reality enhancements.

Virtual Reality Enhancements

This diagram demonstrate the the full connection between the software in order to acquire EEG data, its processing, and finally, its navigation within the virtual

Bake Geometries

reality environment. The system is fragile and operate from the range between 30 to 300 seconds before crashing, which require its reinitialisation.

sending message to toggle between which channel EEg data should send

VR Controller Websocket Design Toggle

Websocket client

WebSocket (WS)

8070

string eegDataSent = ""; foreach (var item in eegData) { eegDataSent += (item + ";"); } //Console.WriteLine(eegDataSent);// to display what is within

eegData. }

user datagram Protocol (UDP)

sendEEGData.udpeegsender(eegDataSent);

public void udpeegsender(string eegDataInput) { UdpClient udpclient = new UdpClient(); try {

byte[] eegdata = Encoding.UTF8.GetBytes(eegDataInput); udpclient.Send(eegdata, eegdata.Length, new IPEndPoint(IPAddress.Parse(serverIP), 100)); }

Self Organising Map (SOM)

Glitch Box

Scale Box

Kaleidoscope

Virtual reality (VR) Controller

UdP Sender user datagram Protocol (UDP)

1 2 3

WebSocket (WS) Mesh-Streaming

8080

Websocket client

CortexUI

Grasshopper

Diagram demonstrating the various technical stages in processing EEG data for this design purposes throughout the scripted BCI system.

}

catch (Exception error) { Console.WriteLine(error.ToString()); }

Design Geometries

Design Data Extraction

127.0.0.1

public static void OnEEGDataReceived(object sender, ArrayList eegData) { Program sendEEGData = new Program(); //Console.WriteLine(eegData.Count); // to display how many items are within each iteration of the arraylist.

Udp Receiver

127.0.0.1

EEG Receiving & Streaming

EEG Design Data Filter

}

Virtual Reality

Rhino

Unity

fully incorporated system.

Final Connected System

Virtual Reality Experience Here, within these image sequences is the demonstration of the capabilities of the system in its ability to hold more than one design scenarios to which the user can utilise EEG to interact with architectural forms.

Virtual Reality

scan QR code to see animation

Grasshopper Demonstration

VR Experience

Successive screenshots of user using the BCI within a VR environment

VR Experience

Grasshopper Demonstration

VR Experience

fully incorporated system.

continued...

Design Tool Outcome

Design Scenario One Self Organising Map (SOM)

Virtual Reality

Scale + Colour Box

Design Scenario Two Glitch Box

Image displaying the design outcome in Rhino after successive use of the VR controller triggers to bake geometries from Grasshopper to Rhino.

to be continued...

fully incorporated system.

This image display an example of what the created system could do in terms of designing architecture through the manipulation of architectural forms using brain activities.

E H C S I G ! ! O S L U O I B TILISM I G I D

Look up in the sky! It’s a Bird! It’s a Plane!

ARCI412 ARCHITECTURAL DESIGN INTEGRATION

No! It’s a Flying Train Station!!!!

a flying train station... why?

... the project also deals with issues related to the idea of movement...

... As a tourist, one is constantly on the move. Where movement also derives from starting from a location and ending up in another. When a station to which is supposedly stable and demarcates a point of arrival on a journey, the relation is twisted when the station is on the move and offer a platform to which provides movement itself. What is then a train station?

CELLULAR CONSTRUCTION SYSTEM

Phase 1: Preliminary Design

CELLULAR FOR MULTIPLICITY AND ABILITY TO MULTIPLY AND DISCONNECTION FROM DAMAGE CAUSED BY THE OTHER PARTS

TRAIN INTEGRATION

PARASITIC INTEGRATION

the project begins with brief conceptualisation of various users groups within the design environment.

LED EXTERIOR PANELS

GROWING

INFORMATION DISPLAY. FACADE AS INTERFACE AND COMMUNICATIVE INTERACTION WITH ARCHITECTURE

LUNG SACS TRAIN STATION EXTENSION WI-FI BURROWING (DECENTRALISED NERVOUS SYSTEM)

CANALS & TUNNELS

AIR PRESSURE AS TRANSPORTATION

NIC A G R O

TIO A R G E T

Phase 2: Concept Design

choice for modelling materials + using materials to develop the concept.

Pre-photogrammetry

Interchangably dependent air system: as one space is inflated the other is deflated, given the controlled amount of air pressure in each of the spaces.

The project is heavily focused on the use of unconventional materials. A selection of materials is sought to be used as part of the design project: PETE Plastic PTFE Plastic ETFE Plastic Foam Helium Air Liquid The research would of course look towards newer more daring and potential materials such as spider silk, carbon fibres for future design potentialities.

the project follows a series of deational modelling - model-making to generate design concepts. the model begins with pre-photogrammetry phase using clear plastics. The following qualities are created and found through the process of model-making using the provided materials. 1. Material Crispiness 2. Strength gained through folds 3. Semi-inflatable & extremely flexible materials 4. Overlapping connection Flows & Movements Balloons as energy storage exhaler and inhibitor Green indicates openings where air can exchange and flow Pink Elastic Membrane for elasticity and movement Design with concept of in-air and out-air natural as well as mechanical ventilation An architecture without the concept of up or down/top or bottom? Without any disruption to the functionality of the design?

Phase 2: Concept Design

further modelling explorations

further material explorations

varying thicknesses within material. Uneven distribution of air pressure. extraneous space allows for redistribution of air within membrane

colour taped model fire burnt

water filled tested Green: Ventilation paths Yellow: Surfaces pink: elastic connections

1066 Photos ... Generically generated model (periphery model was used as a rough guide). Although, not pasted up on top

Previous model to be wrapped in coloured tape to allow content to be photogrammetris-able

These concepts can be abstracted and reassembled and collaged within a different softwares through BIM concepts Digital SLR Camera = more complicated

Phase 2: Concept Design WORKFLOW DIAGRAM PNEUMATIC STRUCTURES INFLATABLE MODEL ANALOGUE SKETCHING ANALOGUE MODELLING

FAMILY MASSING EXPORT (EARLY STAGE) REVIT (TECHNICAL RESOLUTION & CONVENTIONAL CONSTRUCTION DRAWINGS)

CAD Drawing

FOAM?

FLACCID — TURGID

VIRTUAL REALITY (VR)

GOOGLE TILTBRUSH

SOFT — HARD ELASTIC — INELASTIC INFLATABLE — DEFLATABLE

UNITYVR

AFTER EFFECTS (MOTION GRAPHICS) PRESENTATION PRODUCTION (INDESIGN)

FUZOR GRASSHOPPER/KANGAROO

MAYA (ANIMATION)

+ LUNCHBOX

(TOOL FOR PRELIMINARY SYSTEMATIC ANALYSIS) (KARAMBA) FOR STRUCTURAL ANALYSIS

...Eventually...?

Render? (Photo + Video Exports)

grasshopper Kangaroo/script .fbx exports

RHINO

RUBBER CARDBOARD MASKING TAPE LOW ADHESIVE MASKING TAPE BOOK REPARATION TAPE BALLOONS WATER BALLOONS ELONGATED BALLOONS

RED = MILESTONE 3 CYAN = POST-EDIT

s rt po ex

Exports .obj

BLACK = MILESTONE 2

MODELLING MATERIAL

x .fb

PHOTOGRAMMETRY (REMAKE) le a c S Model

BLACK = MILESTONE 1

UNITY (IMMERSIVE EXPERIENCE)

C# Coding

concept Model for Inflatable Pods as carriers

views of concept design redrawing from google tiltbrush & imported into rhino

Phase 2: Concept Design Photogrammetrc Explorations

model 1:

model 2:

model 3:

Train Station Node Design

model 4:

model 5:

ORIGINAL original GEOMETRIES geometries (UNCROPPED/ (uncropped/ UNCLEANED) uncleaned)

= from four angles

extracted parts in model

(100 meshes)

(200 meshes)

(1000 meshes)

98% decimation

photogrammetrising the initial model & followed through the combination of these scanned geometries inside Rhino.

Imported geometries inside rhino

Phase 3; Developed Design

further addition of designed contents are developed in google tiltbrush, and one can experience through a virtual reality experience.

Smaller teal pneumatic members, spiralling to mimic local maori patterns. Furthermore, functioning as air supply to the mountable inflatable pods. wind would enter through and charge the building as it possesses air turbines to self-sustain and power the building.

Neon lights brushes, representation for placements of OLED screens where the surface can be used as architecture to communicate with the site.

Scan QR Code for a video experience of the design

a view from below

Phase 3; Developed Design

Interior space: small teal tentacles, acting as inflated interiors for people to interact with.

air sac modules, representation of pods where users would insert to its end to have it inflated. purple brushstrokes represent larger access point into the pods with teal tendrils to provide energy and inflating the pods.

the photogrammeterised model is combined with the tiltbrush model to formulate a more complete design.

tested dashed-lines Drawing technique to VR Space as a method of designing a concept, performing as both furnitures and interior decors as part of the building

tubes to capture the air movement as air power.

a view to which wind is captured and used as energy throughout the building

Attachment area with inspiration from tentacles, the next step in robotic developments in possessing flexibility over the mechanical qualities

The geometries were then transferred into unity for a virtual reality experience. the position of the train station is determined through a voting mechanism that places its position in a equidistant position above 3 locations within the Wellington city site location: 1. The CITy CBD 2. The airport 3. the railway station

Note: Each Grid Divisionsection is 1000x1000mmthrough for Visual Scale

part of the building. The dashed line Hatch Key: Stainless Steel Aramid Fibre highlighted part indicates the area for futher investigations Construction System has taken into account +-

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

Stainless Steel

Aramid Fibre

PVC Fabric

Rubber

Injected Mold Polycarbonate

Aluminium

Hydrogel Fabric Membrane

Polyurethrane Plastic

A-102-1-1

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

ARCI421 Project 3 Construction Drawing Train Station Design Director: Katherine

Stainless Steel Drawing Case with Mirror Satin Finish

Valve for Backflow Prevention (to be by service Airborne consulted Wind Turbine Area engineer)

Building within Project. e.g. 'A' indicate this building is located near the train station

Safety Pin to be designed and prevent harpoon anchor from 28 2 4 6 8 10 12 14 16 18 20 22 24 26 30 As the project proves itself to be rather launching off pre-emptively or in difficult to be technically solved in all of accidental release of aspects. The best case approach forward is to technically solve just one particular pressurised gas of Custom-made the building itself. Stainless Steel Barrel with Satin Finish

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

This construction project seeks to design a highly experimental 'train station' that utilises unconventional building materials, structural and constructions system/materials. These include pneumatic system, and air/plastic as construction main construction materials instead of conventional steel, timber or concrete (in a sense, these are heavy materials, and having less of these would reduce the amount of helium or power needed to continually keep the building afloat. It would also use cables for joineries in various parts throughout the building. It shall floats through the usage of helium as means of gravity-resistance and floating through the urban terrain of Wellington City. The building shall use tension cables as means of bounding/itself or the ability to move away through the urban terrain.

Initial deployment of station is located next to the current Wellington Railway Station

33 31

100

160

210

600

27 25 23

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

100

attachment area to move and change, with the ability to grab objects change in air pressure in certain compartments of the tubules themselves.

Scale:

1 : 200

Attachment Plan View (Level 7)

7 5

17000

Sheet:

structural analytical diagrams & annotations

Refer to Sheet 102-1-1 for 1:50 Scaled Drawing

Attachment Plan View (Level 3)

A100-0

38000 Level 26

Level 24 34000 Level 22

Level 16 26000 Level 14 24000

71 Â°

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Level 10 20000

18000 Level 6 16000

14000 Level 2 12000 This view demonstrate the preliminary structural framing. this has changed thorughout the project and requires updating

Level 0 10000

Steel Barrel 100mm Extension

1 : 100

Victoria University of Wellington

22000

Level 4

A102-1-1

100

Plan Diagram 1 (Level 12)

Level 8

Section (NS) - Building

ARCI421 Construction Drawings

28000

13000

Project:

Injection Molded Clear Polycarbonate

2525

K M O Q S U W Y AA CC EE GG II KKMMOOQQ SS UUWW

Overview

Level 28

A103-1-1

100

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

125

44000

Client:

Level 34

30000

New Zealand Government

46000

Plan Diagram 2 (Level 18)

Client:

455

32000

Victoria University of Wellington

Level 36

36000

15 70 15

730 ARCI421 Construction Drawings

48000

42000

Project:

Level 38

Focused Area: Attachment Section

50000

Level 20

A C E G

Level 32

A102-1-2

Focused Area of Investigation: Attachment Section

Plan Diagram 4 (Level 40)

Â° 60

Plan Diagram (Level 12) - 1:200

Rubber Filling

Hydrogel Fabric Membrane

40000

In addition, whilst the project overall seeks towards the creation of a full-fledged working building, the consequence of temporal restrictions means that this project shall produce a prototype and the drawings shall include annotations as well as previous construction building iterations, demonstrating the developmental process of the building design/construction. A key area, the 'attachment area' (referring to the area where structural tension cables are deployed) shall undergo intense investigations, acting as a prototype. The aim is to have a buildable attachment with working concept before moving on to dealing issues regarding humidity, insulation, etc...

1000

PVC Fabric

Plan Diagram 3 (Level 30)

Attachment Section: Use for access main space of building. It is also used for stablising the building to specific locations within the urban environment.

155

(To be completed)

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Aluminium

100

Hatch Key:

Injected Mold Polycarbonate

5mm Tolerance. Angles to the nearest degree

Phase 3; Detailed Design + Integrated Technologies

(To be completed)

200

Note: Each Grid Division is 1000x1000mm for Visual Scale

New Zealand Composite Suppliers Aramid Custom-Made Tension Cable. To be tied to structural members

New Zealand Government

Issue Date:

20/09/2017

Drawn By:

Aero surface c fer

Duong Nguyen

Client:

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Project:

100

Project:

Issue Date:

10 0

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

20 20 40

20 3

15 15

20 20 40

21 0

67 0

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

3605

Level 1 11000

115

Satin Finish Stainless Steel Drawing Case

Level 1 80 45 11000 20 55 20

30 20

5 20

15 15

Performance TBC and electrical e

1:5

Refer to Sheet A102-1-2 for Main Drawing

Client:

New Zealand Government

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

Scale:

1:5

Attachment - Walkway Long Section Details

Sheet:

A102-1-6

U V W X Y Z AA BB CC A102-1-6 Detail of pneumatic staircase encompasses the attachment area. design , Air Exhaust Ducts enable the user to Duong theNguyen main area through Attachment - Harpoon Cross Section Detail Victoria Universityas of Wellington Attachment Plan View to ascend/descend New Zealand Government 20/09/2017 Client:

Attachment P 11

15 75

10 0

New Zealand Government

Level 43

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

1 : 50 View Attachment Plan (Level 3)

Duong Nguyen

21 0

Issue Date:

Client:

20/09/2017

Duong Nguyen

Drawn By:

Issue Date:

(Level 7)

Scale:

1:5

Attachment - Walkway Long Section Details

Drawn By:

Scale:

1 : 50

Sheet:

1:5

surface is intended to be smooth as so people can slide 0 down attachment surface for faster building exit.

Drawn By:

50 20

105

detail of 14000 60 20/09/2017

TBC

Variable Depth should structural pneumatic beam be varied throughout

12000

10 0

20 0

45 Galvanised Custom-Made Stainless

45 PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC by Structural 80 Engineer.

Variable Depth should structural pneumatic beam be varied throughout

Fabric Ductwork as Detail - Attachment - Long 2 Walkway 22 Detail - Attachment - Long Structural Beam 2 Walkway 21 (Deflatable/Inflatable)

Galvanised Stainless Steel Plates to Holster Pneumatic Air Suppliers. Attached to each Polycarbonate Panel and not on in between the 10mm gap

140

100

15 15

Ductwork as Structural Beam. Helium Filled. TBC by Structural Engineer.

13000 Galvanised Stainless Steel Plates to Holster Pneumatic Air Suppliers. Attached to each Polycarbonate Panel and not on in between the 10mm gap

PVC-Coated Aramide-Fibre Ductwork as Structural Beam

15 0 PVC-Coated Aramide-Fibre

265

Attachment Plan View (Level 3)

connection protrusion

Level 2

13000

Satin 30 Finish Stainless Steel Drawing Case

A102-1-2

25 45

125

301 00

120

30 New Zealand Composite Aramid Fibre Tension Cables

30 35

100

150

20 15

Bulge to Satin Finish Stainless cover up Steel Drawing Case

100

6210

35 15

20 26

New Zealand Composite Aramid Fibre Tension Cables

100

27 10

10 30

100

100 75 15 50

100

10010

70 10 1 5

A102-0-0

Victoria University of Wellington

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

ARCI421 Construction Drawings

215

5 Attachment Plan View 10 (Level 3)

Level 5

Victoria University of Wellington

Steel Nuts, Bolts and Washes as dimensioned

through Polycarbonate Layer and Locked through a Belay System

15000

Air Supply Ducts 25

4625 Temion Cables Relay Back

115

265

38 5

100

15100

A102-1-2

100 0 21

Custom-Made30 FESTO Polyurethrane 10 15 Plastic Tubing for transferring30 20 air. TBC by manufacturer compressed 10 30

0 15

120

185

100

67 0

ARCI421 Construction Drawings

Project:

Attachment Plan View 3) 2 (Level 1 : 50

High Pressure Pneumatic Tubes

Scale:

13000

Attachment - Long Section & Plans

49° Project:

80 50

FESTO Polycarbonate Platform to Plastic be Tubing. Air Suppliers. Connected to each by Manufacturer Level 2 other by weaving of 30 12000 tension Cables

15 0

0 769

1 : 50 odynamic Geometry with e area to magnetise when Supplywith In (for come toAir contact section drawing highlighting the details inflation and providing rromagnetic platforms of each of the drawing overall support) Victoria University of Wellington ARCI421 Construction Drawings New Zealand Government

160

0 20

Section - Attachment - Long

100

0 10

New Zealand Composites: Custom Made Aramid Fibre Cables at 75mm diameter

Ferromagnetic Platforms

Goretex Fibre Sheets is a Solution in regards to humidity. Yet plastic are prone to moulding

Detail Attachment Anchoring Building - Refer to sheet A102-1-4

Tube Fittings to be installed

5 45 0

1 A102-1-2

For all Cross Section View - refer to sheet A102-1-2

2 A102-1-2

23 - Long Detail - Attachment 1 Staircase PVC-Coated 1:5 Aramide-Fibre 3 Detail Attachment Cross Detail - Attachment - Long - 22 Ductwork as A102-0-0 Structural Beam (Cable Gun) 1 1 Staircase 1:5 1:5

10000

A102-1-6

Tube Fittings to be installed

Structural Nodes

A102-1-2

0 10

Level 0

0 22 205

11000

A102-1-2

Structural Nodes

10 15

A102-1-2

A102-1-2 40

91 0

2°

Level 1

27 2 26

A102-1-2

Polycarbonate Platform to be Connected to each other by weaving of tension Cables Custom-Made Polyethylene

2525

15 70 15

Clear Inject Molded Polycarbonate @ 100mm Thickness

35 5 1 15

19°

5 New Zealand Composite Custom 75 25 35 Made Aramid Fibre Tension 15 Cables 91 0

PVC-Coated Glass Fibre Fabric Membranes @ 10mm Thickness. Custom-Seamed cut using digital fabrication process for accuracy

150mm Diameter Custom-Made Polyethylene Tube for Structural Beam Air Supply

25°

12000

4 A102-1-2

Level 2

27°

A102-1-4

Detail Attachment Staircase - Refer to sheet A102-1-6

215

Attachment Plan View (Level 3) 2 13000

2525

New Zealand Composite: Aramid 30 5mm Thick PA-GF Hydrogel Custom-Made Tension Cable @ Composite. TBC by Structural Engineer 29 25mm diameter

A102-1-4

14000

Gap 100for tolerance as well as allowance 450 for movement 10 against lateral loads (can possibly be greater to enhance experience) 10

100

Level 4

14000

A102-0-0 1

19°

14000

100

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

Gap for tolerance as well as allowance for movement against lateral loads (can possibly be greater to enhance experience)

Inject Molded Clear Polycarbonate Panels @ 100mm thickness

250

Inject Molded Clear Polycarbonate Panels Level 4 @ 100mm thickness

PVC-Coated Glass Fibre Fabric Membranes @ 10mm Thickness. Custom-Seamed cut using digital fabrication process for accuracy

385

28 A102-1-2

4200

150

Detail Attachment Walkway - Refer to sheet A102-1-6

25°

Level 4

A102-1-2

Triple Seam using Spider Silk Threads

Satin Finished CustomMade Stainless Steel Barrel

215

15000

Stainless Steel Satin Mirror Finish Harpoon Anchor Barrel

Level 5

A102-1-2

° 48

A102-1-6

Custom-Made FESTO Polyurethrane Plastic Tubing for transferring compressed air. TBC by manufacturer

A102-1-2

° 52

Pneumatic Steps at variable height according 385 to placement along the area

0 10

Custom-Made FESTO Polyurethrane Plastic Tubing for transferring compressed air. TBC by manufacturer

16000

° 59

For all Cross Section View - refer to sheet A102-1-2

Level 6

Detail Attachment Cable Anchor - Refer to sheet A102-1-4

Pneumatic Steps at variable height according to placement along the area

20 20 30

Attachment Plan View (Level 7)

40 50 150

18000

32 31

A102-1-2

Level 8

Multiple distribution networks for back up

17000 150mm Diameter Polyurethrane Air Supply Tubing

A102-1-2

PVC Fabric Ductwork as Structural Beam (serialed into pods for specific pod inflation/deflation. In this way, the 'attachment area' can be manipulated to move accordingly

200mm Diameter Pneumatic Staircase Air Supplier

Level 9

Multiple distribution 5 networks for 55 back up4

Refer to Sheet A102-1-5 for Detailed Harpoon Plan View

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC 1 and Service by Structural A102-1-5 Engineer. To be Detailed

Support

115

Level 10

0 21

86°

Pneumatic Staircase (upper and lowest points to be resolved for functionality and code compliance)

A102-1-2

19000

Hydrogel Membrane. Similar throughout all pods

equilateral triangular plate cuts

A102-1-2

Plastic Film membrane throughout to allow for lighting and sheltering around the attachment

Separation within Polycarbonate Membrane allowing for movements

Aerogel can be an alternative, high performance use of construction materials as to normal batt/fibre/foam thermal insulators

21000

10 5 51Cable Tension 1 5 1

33 50 5

Level 11

20000

Injection Moulded Clear Polycarbonate Membrane at consistent 100mm thickness

Clear Injected Mold Polycarbonate Panels @ 100mm thickness

Section Attachment Tetrahedral Chrome Finished Stainless Steel produced Cross Harpoon Anchor 1 through welding of rounded off 1 : 50 22000

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

Refer to Sheet W A102-1-1 for Main Drawing 28 Refer to Sheet A102-1-1 for Main Drawing

0 10

A102-0-0

0 Clear Injected Mold 15Polycarbonate Panels @ 40 100mm thickness 70

75 15 50

0 10

Plan Diagram 1 (Level 12)

Protection from discolouring shall be required. Additional tensile membranes should be added. Although, these should be controllable, as membranes are purposefully there to allow lighting through

185

38 5

20 0

150

100

Building within Project. e.g. 'A' indicate this building is located near the train station

Structural Node 36

e.g. '1' is partic

A-102-1-1

Polyurethrane Plastic

Indicat

A-102-1-1

Indicate the iteration this drawing has been done e.g. '1' isIndicate the Sheet Number of Area within the Building Building within from Project. iteration 1 of the prototype exploration process and that Particular View e.g. '102' indicate this is the e.g. 'A' indicate this building is its associated details e.g. '1' is sheet number 1 of this 'Attachment' area of the building located near the train station particular part of the drawing

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

20 0

Rubber

Hydrogel Fabric Membrane

Aluminium

A102-1-2

150

Hydrogel Fabric Membrane Rubber

Ferromagnetic Platforms

3624

Aluminium PVC Fabric

Injected Mold Polycarbonate

67 0

Injected Mold Aramid Fibre Polycarbonate

A102-1-2

PVC Fabric

Ferromagnetic Platforms

A102-0-0

Aramid Fibre

(To be completed)

Drawing Case with Mirror Satin Finish

3 3

Stainless Steel

Building within Project. e.g. 'A' indicate this building is located near the train station

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

67 0

Hatch Key:

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

Hatch Key: (To be completed)

Construction System has taken into account +Note: Each Grid Division is 1000x1000mm Scale 5mm Tolerance. Angles tofor theVisual nearest degree

A-102-1-1 Injected Mold Polycarbonate

located near the train station

Note: Each Grid Division is 1000x1000mm for Visual Scale

Aramid Fibre

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

Aluminium

Indicate the iteration this dr from iteration 1 of the proto its associa

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Fabric HydrogelPVCMembrane toRubber Lap Hydrogel Fabric AluminiumOver Pressurised Air Supplier Polyurethrane Plastic Membrane

Stainless Steel

(To beBuilding within Project. completed) e.g. 'A' indicate this building is

Phase13000 3; Detailed Design + Integrated Technologies Stainless Steel Injected Mold Polycarbonate

Hatch Key:

Level 0 Deployable HydrogelSystem Fabrichas taken into account +Construction Polyurethrane Plastic 5mmMembrane Tolerance. Angles to the nearest degree Tension Cables 10000

PVC Rubber Note: EachFabric Grid Division is 1000x1000mm for Visual Scale

150

Aramid Fibre

10 0

Stainless Steel

(To be completed)

6510

Hatch Key:

20 15

Attachment Plan View Deployable Construction System has taken into account +(Level 5mm Tolerance. Angles to the nearest degree 3) Tension Cables Note: Each Grid Division is 1000x1000mm for Visual Scale

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

11000

hen they are deployed

Sheet:

A102-1-1

60°

Sheet:

Tetrahedr Finished St

Note: Each Grid Division is 1000x1000mm for Visual Scale

Phase 3; Detailed Design + Integrated Technologies

Hatch Key:

Stainless Steel

(To be completed)

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree Thick PA-GF Hydrogel Composite.

Injected Mold Polycarbonate

5mm Note: Each Grid Note: Division Each Grid is 1000x1000mm Division is 1000x1000mm for Visual Scale for Visual Scale TBC bySteel Structural Engineer Hatch Key: Hatch Key: Stainless Stainless Steel Aramid FibreAramid Fibre Note: Each Grid Division is 1000x1000mm for Visual Scale Hatch Key: Stainless Steel Aramid Fibre PVC Fabric (To be (To be

14000

Pneumatic Tubes

311000 A102-0-0

Level 0 10000

13000

Level 2

12000

120

Level 1

11000

Level 0

10000

200

550

Level 4

Bulge 550 to cover up connection protrusion 3

A102-0-0

13000

10 0 15 10 0

Level 2 12000 A102-0-0 Level 1

15 0

Level 0 10000

265 125 Section Section - Attachment Section - Attachment -- Attachment Victoria University of Wellington Cross -3Common Cross Common Walkway Construction Drawings -Walkway 3 ARCI421 - Common 1 : 50Walkway 1 : 50 3 Cross 1 : 50

15000

High Pressure Pneumatic Level 4 Tubes

Project:

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

13000

Level 2

12000

45 12000

Level 1

Level 0 10000

14000

13000

11000

Client:

1 : 50

Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

Issue Date:

Drawn By:

20 40

115

20 20 40

Lev

10 0 15 15

40 to Sheet A102-1-2 Refer 20 for 4Main Drawing 0

10000

Duong Nguyen

Level 0

Scale:

0 20

105 Scale:

1:5

21 0

Satin Finish Stainless Steel Drawing Case

A102-1-2 A102-1-2 A102-1-2

Scale: Attachment - Cross Attachment Sections - Cross Sections 1 : 50Attachment 1- Cross : 50 Sections Sheet:

Sheet:

80 45 55

11000

Satin Finish Stainless Steel Drawing Case

Level 4

14000

Section100 Section - Attachment 265 Section - Attachment -- Attachment

-4Staircase Cross - Staircase 4 Cross Cross - Staircase New Government 1 : 50 1 : 50 20/09/2017 4 Zealand

Level 5

105

21 0

15 16000

25015000

Level 6

16000

20 20 40

Attachment - Harpoon Cross Section Detail

35 Sheet:

100

15 0

17000

11000

140

18000

15 15

Section -- Attachment Section - Attachment Section - Attachment Cross -2Near Cross Entrance - Near Entrance 2 Entrance 02 Cross - Near 1 : 50 1 : 50 1 1 : 50 2

Attachment Plan View Attachment Plan View (Level 3) (Level 3)

550

Level 6

High Pressure Pneumatic Tubes

Attachment Plan View (Level 3)

Level 8

10 0

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

17000 100

Level 5

15000

High Pressure Pneumatic Tubes

265

250

14000

13000

18000

Level 5

250

75 High Pressure

Attachment Plan View Attachment Plan View (Level 7) (Level 7)

Galvanised Custom-Made Stainless Level 6 Steel Nuts, Bolts and Washes as 16000 dimensioned

5 10

High Pressure Pneumatic Tubes

17000

Level 8

15 15

High Pressure 20 Pressure Pneumatic Tubes Level 4 4 55 HighLevel 20 Pneumatic Tubes

120

Bulge to cover up connection protrusion

20 20 40

15000 115

125

55 13

265

Pneumatic Staircase Air Suppliers

Temion Cables Relay Back through Polycarbonate Layer and Locked through a Belay System

Level 5 45

19000

Attachment Plan View (Level 7)

35 15

19000

Level30 8

Level 9 30

Level 9

18000

100

20000

215

Level 10

A102-0-0

Level 10

Attachment Plan V 115 (Leve

80 115

20 0

10000

Pneumatic Staircase

21000

215

A102-0-0

120

75 10000

3 A102-0-0

Attachment Plan View Attachment Plan View (Level 3) (Level 3)

Level 1 3

Level 0

High Pressure Pneumatic Tubes

12000

11000

Level 0

Level 5 0 8 15000

13000 Detail - Attachment - Cross (Cable Gun) 1 1:5 Level 2

160

Pneumatic Staircase

0 15

Pneumatic Staircase Air Suppliers

Air Suppliers

High Pressure Pneumatic Tubes

120

Pneumatic Staircase

15 15

Level 11

21000

21 0

Level 6

20000

5300

10 0

Level 1

0 21

Temion Cables Relay Back 5 through Polycarbonate Layer and 10 Locked a Belay System Victoriathrough University Victoria ofUniversity Wellington of Wellington ARCI421 Drawings Construction Project: Victoria Client: New Zealand Client: New Issue Date: 20/09/2017 Issue Date: 20/09/2017 Drawn By: Duong Drawn By: Duong Nguyen 45Project: ARCI421 Government Zealand Government UniversityDrawings of Wellington Nguyen 115 Construction ARCI421 Construction Drawings Issue Date: 20/09/2017 Drawn By: Duong Nguyen 139 Vivian Street, Te Aro,139 Wellington, VivianClient: Street, 6011,Te New Aro, Zealand Wellington, 6011, New Zealand Scale: New Zealand Government 1 : 50 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Project:

50 100

Pneumatic Tubes

17000

A102-0-0

LevelHigh 1 Pressure

70 80

16000 Pneumatic Staircase 16000

A102-0-0

12000

Level 6

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC by Manufacturer

22000

Level 11

Level 9

0 20

High Pressure Pneumatic Tubes

20 20 17000 40

0 10

10000

160

High Pressure Pneumatic Tubes

Level 2

12000

11000

Attachment Plan View (Level 3)

5300

Level 0

14000

13000

Level 2

Level 4

Level 8 25 18000

High Pressure Pneumatic Tubes

0 15

High Pressure

Level 1 Pneumatic Tubes 11000

High Pressure Pneumatic Tubes

Level 2 12000

High Pressure Pneumatic Tubes

15000

Air Exhaust Ducts

Level 5

13000

15 16000 70 15

14000

13000

Fabric Ductwork as Structural Beam (Deflatable/Inflatable)

0 10

22000

Level 10

15 70 15

180

180 Clear Inject Molded Polycarbonate @ 100mm Thickness

23000

Custom-Made FESTO Polyurethrane

22000

95 21000

35 5180 1 15

4 Attachment Plan View Attachment Plan View 50 (Level 7) (Level 7)

Level 6

Attachment Plan View Attachment Plan View (Level 3) (Level 3)

Structural Beam Cells from Fabric Ductwork

Air Exhaust (used to quickly Air Exhaust (used to quickly deflate the beam, rendering deflate the beam, rendering access parts flexed) access parts flexed)

High Pressure Pneumatic Tubes

20 0 2

Air Exhaust (used to quickly deflate the beam, rendering access parts flexed)

Attachment Plan View (Level 3)

14000

3605

Air Exhaust Ducts

15 19000

Structural Beam Cells from Fabric Ductwork

Level 4Air Exhaust DuctsLevel 4

Level 4 14000

High Pressure Pneumatic Tubes

19000

95 18000

0 10

Structural Beam Cells from Fabric Ductwork

inflation and providing overall support)

15000 High Pressure Pneumatic Tubes

3605

Air Supply Ducts

15000

1 Level 9

Level 8

High Pressure Pneumatic Air Supply In (for Tubes

Fabric Ductwork as Structural Beam Level 5(Deflatable/Inflatable)

Level 9

Air Supply In (for inflation and providing overall support)

W V Polycarbonate Fabric Ductwork as Structural Beam Level 5 (Deflatable/Inflatable) @ 100mm Thickness Level 5 15000

20000

0 769

Air Supply In (for inflation and providing overall support)

Y ZX Y W XV W Clear V Inject Molded

0 10

Air Supply Ducts

New Zealand Composite Custom (Level 7) Made Aramid Fibre Tension 17000 Cables 3605

0 769

18000 Attachment Plan View

Air Supply Ducts

20000

Level 8

0 769

A102-0-0

Level 10

A102-0-0

Level 11

20 A102-0-0

Level 10

19000

15 3

High Pressure Pneumatic Tubes

Level 9

Composite. TBC by Structural Engineer

21000

20000

Section -- Attachment Section - Attachment Section - Attachment -1Harpoon Cross -Anchor Harpoon Anchor 1 Cross - Harpoon Anchor 5mm Thick PA-GF Hydrogel 5mm Thick PA-GF Hydrogel 1 : 50 1 : 50 1 Cross 5mm Thick PA-GF Hydrogel 1 : 50 Composite. TBC by Structural Composite. Engineer TBC by Structural Engineer

21000

Structural Node

Level 11

A102-0-0

Level 13

23000

transferring1 Plan DiagramPlastic 1 Tubing PlanforDiagram compressed (Level 12) air. TBC by manufacturer (Level 12)

Structural Node

Level 11

A102-0-0

20 20

Level 10

20 40 11 Level 50

High 40 Pressure Pneumatic Tubes 35

High Pressure Pneumatic Tubes

Level 13

Over Pressurised Air Supplier

450

Satin Finished CustomA102-0-0 Made Stainless Steel Barrel

15 0

0 FESTO Custom-Made 10 1 Polyethylene 80 5 15 5 50 15 TBC 2525 Plastic Tubing. Air Suppliers. 5 by Manufacturer

10 0

2525

250

Custom-Made FESTO Polyurethrane Level 13 70 23000 Plastic Tubing for transferring Plan Diagram 1 (Level 12) 20 compressed air. TBC by manufacturer

10 1 5

140

0 10

20 0

Y W

Triple Seam using Spider Silk Threads

4 5 Satin Finished Custom20 Hydrogel Membrane to Lap Hydrogel Membrane 0to Lap Level 0Deployable Level 0 2 Hydrogel Membrane to Lap Made Stainless OverSteel Pressurised Barrel Air Supplier Over Pressurised Air Supplier Tension Cables 10000 10000

AA Y

2070

BB Z

10000

Deployable Tension Cables

11000

BB Z

Level 0

11000

0 21

Deployable TensionDeployable Cables Tension Cables

Level 1

15 1AA Y

Deployable Tension Cables

11000

Level 1

A102-0-0

Deployable Tension Cables

Level 1

2165

0 10

12000

2165

A102-0-0

CC AA

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC by Structural and Service Engineer. To be Detailed

A102-0-0

Arrangement of HarpoonArrangement Stabliser of Harpoon Stabliser Arrangement of Harpoon StabliserLaunchers to allow humanLaunchers entry to allow human entry 2165 Launchers to allow human entry when they are deployed when they are deployed when they are deployed

12000

20 0

12000

Level 2

A102-1-7

100

1 A102-1-7

Distances in between 40 structural nodes structural through nodes through CC BB structural nodes through70 10 0 the use of hydrogel the use of hydrogel 8 515 the use of hydrogel 151 5 0 5membranes are membranes varied are varied membranes are 5varied 50

1 A102-1-7

0 15

2525

250 Distances in Distances between in between 15

Refer to Sheet A102-1-8 for Harpoon Cross Section Detail

450

0 10

Refer to Sheet A102-1-8 for Refer to Sheet A102-1-8 for Deployable Harpoon Cross Section Detail Harpoon Cross Section Detail Tension Cables

2525

Aramide-Fibre XV W V Ductwork as Structural Deployable Deployable Tension Cables Tension Cables Beam. Helium Filled. TBC Attachment Plan View Attachment Plan View Attachment Plan View (Level 3) (Level 3) (Level 3) by Structural and Service13000 13000 13000 Engineer. To be DetailedLevel 2 Level 2

Y PVC-Coated ZX Y W V

7190

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

A102-0-0

7190

A102-0-0

10 0

A102-0-0

Indicate the th e.g. '1' is sheet particular pa

A-102-1-1

its associated details

7190

Building within Project. e.g. 'A' indicate this building is located near the train station

pneumatic tubes as well as ducts are what simultaneously maintains the structure of the "attachment" area.

15 5 1 15

from iteration 1 of the prototype exploration process itsand associated details

Injected MoldInjected Mold Aluminium Polycarbonate Polycarbonate

Triple Seam using Spider Silk Threads

Hydrogel Fabric Aluminium Polyurethrane the iteration this Indicate drawing the has iteration been done thise.g. drawing '1' is has been done e.g. '1'Plastic is Area within the Building Area withinIndicate the Building Membrane Indicate the iteration this drawingfrom has been done e.g. '1' is from iteration iteration exploration 1 of the process prototype and exploration process and Area within the Building e.g. '102' indicate this is the e.g. '102' indicate this is the1 of the prototype

e.g. '102' indicate this is the

completed)

Injected Mold Polycarbonate

Rubber

'Attachment' area of the building its associated details PVC Fabric PVC Fabric Rubber Rubber 'Attachment' area of the building 'Attachment' area of the building Rubber Indicate the Sheet Number Indicate of the Sheet Number of Building within Project. Building within Project. Indicate the Sheet Number of that Particular View that Particular View Hydrogel Fabric Hydrogel Fabric Building within Project. A-102-1-1 A-102-1-1 e.g. 'A' indicate this building e.g.is'A' indicate this building is that Particular View e.g. '1' is sheet number 1 e.g. Hydrogel Fabric of this '1' is sheet number 1 of this Aluminium Aluminium Polyurethrane Polyurethrane Plastic Plastic A-102-1-1 e.g. 'A' indicate this building is located near the train station located near the train station e.g. '1' is sheet number 1 of this Polyurethrane Plastic particular part of the drawing particular part of the drawing Membrane Membrane located near the train station particular part of the drawing Membrane

0 10

2070

0 15

completed)

PVC Fabric

ConstructionConstruction System has taken System into has account taken into +- account (To be +Construction System has taken into account +completed) 5mm Tolerance. 5mmAngles Tolerance. to theAngles nearest todegree the nearest degree 5mm Tolerance. Angles to the nearest degree

Aramid Fibre

Indicate the iteration this drawing from iteration 1 of the prototype its associated d

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

20A1

40000

Note: Each Grid Division is 1000x1000mm for Visual Scale

Phase 3; Detailed Design + Integrated Technologies

Hydrogel Fabric Membrane

36000 45 5

20 50

30 100

Issue Date:

20/09/2017

Drawn By:

10 0

20 20 40

100

21 0

20 20 40

28000

80 115

Satin Finish Stainless Steel Drawing Case

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

Level 16

Large Bolt + Nuts + Wash Connection to connect to Inject Molded Polycarbonate Sheets

Hydrogel Composite are joined by lapping over each other with triple seams

Level 2

26000 12000

Horizontal Clasper

Refer to Sheet A102-1-2 for Main Drawing

Pin Joint to allow Flexibility in Movement

Duong Nguyen

Level 14

24000

35 15 15 40 20 40 50 2020 40 35

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

Victoria 80 5 50University 5 210 of Wellington85 20

30 20

100

Client:

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

150 115

New Zealand Government 20

10 15 25

10 25

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

Scale:

1:5

Plan Diagram 1 (Level 12) Attachment - Harpoon Cross Section Detail A102-1Sheet:

22000

Exploded Axonometric 1 Structural Node Assembly

Scale:

1:5

Attachment - Structural Nodes System

30000

20 105

5 10

Long Section

Plan Diagram 2 (Level 18)

55 13000

15 15

15 0

Level 20

140

10 0

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

75 Temion Cables Relay Back through Polycarbonate Layer and Locked through a Belay System

Vertical Clasper

265

15 connection protrusion

65 125

32000

Attachment Plan View 115 (Level 3)

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

120

21 0

75 50

Hydrogel Composite. TBC by Structural Engineer

20 15 75

50 100

New Zealand Government

265

Detail - Attachment Node Connection 2 Structural 1:5 Client:

10 0

100

215

Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

20 115

200

10 40 10

65 50

45 15

100

30 20

20 20 175 30

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Level 22

20 0

20 40

15 50

75 10

20 30 5

160 210

670

Victoria University of Wellington

120

5mm Thick Composite. 25 Bulge to PA-GF Hydrogel 40 coverTBC up by Structural Engineer 45

0 15

0 20

ARCI421 Construction Drawings

5 Detail - 10Attachment - Cross 50 45 Gun) 1 (Cable 5mm Thick PA-GF 1:5

40 70 ARCI421 Construction Drawings

Large bolt to allow strength as much as fixing to main polycarbonate panels. Also, one singular bolt to allow for rotational tolerance. TBC by Structural Engineer

Project:

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

Exploded Axonometric 1 Structural Node Assembly

160

Vertical and Horizonal Membrane Claspers are identical to one another.

Project:

15 7045

80 20

15 15 40 20 40 50 2020 40 35 30

100

15 15

0 21

Horizontal Clasper

545

10 0

15 70 15

10 20 10

5mm Thick PA-GF5 Hydrogel 50by Structural Composite. TBC 5 Engineer

Cables

20 85 20 40

20 40 20 50

100

90 Custom 6New 25Composite 5 Zealand Made 70 80 Aramid 5 50Fibre 5 Tension 210

15 30

150

15 45

115

20 15 5

0 10

115

Taper Pin, to be inserted

0 10

15 40 20 40 50

40 25 0

Large Bolt + Nuts + Wash Connection to connect to Inject Molded Polycarbonate Sheets

Clear Inject Molded Polycarbonate @ 100mm Thickness

35 5 1 15

200

65 75

20 40

Cross Section

215

Satin Finished CustomMade Stainless Steel Barrel

70 10 1 5

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC by Manufacturer

Custom-Made FESTO Polyurethrane

15 0

2525

All are elements are customPlastic Tubing for transferring made using stainless to compressed air. TBCsteel by manufacturer prevent rusting and chrome finish for aesthetical purposes

115 40 20 40 15

450

160

20 20

Plan View

0 10

2525

250

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC by Structural and Service 20To be Detailed Engineer.

3 15 1 15 40 20 40 10

20 40

Triple Seam using Spider Silk Threads

40 20

20 0

0 21

515 151

75 20 115

Knuckle Pin Joint

34000

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

0 25

40 75

0 10

215

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

0 15

PA-GF Hydrogel Composite Fabric Sheets are variable and adjusted according to the extension demands required by the design of the building

Level 24

160

10 20

Materials/construction: A majority of these members shall be constructed through the use of chrome finished stainless steel. These members shall be custom produced through the creation of pre-cast mold. Steel to be consulted and manufactured by Fletchers Construction Ltd.

Vertical Clasper

All are elements are custommade using stainless steel to prevent rusting and chrome finish for aesthetical purposes

Level 26

10 20

0 10 10 4

Structure: Structural system to be confirmed by structural engineers. They act as a node within a hexagonal geometrically driven structure, where the other nodes would be identical

Injected Mold Polycarbonate

details of steel node, which would encompasses around the structure, the net is connected from node to node through recently researched hydrogel fibres.

Stainless Steel

(To be completed)

38000

Indicate the Sheet Number that Particular Vie e.g. '1' is sheet number 1 of th particular part of the drawi

A-102-1-1

Hatch Key:

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

Building within Project. e.g. 'A' indicate this building is located near the train station

65 20

Rubber

0 20

Polyurethrane Plastic

Aluminium

Building within Project. e.g. 'A' indicate this building is located near the train station

PVC Fabric

Hydrogel Fabric Aluminium Note: Each Grid Division is 1000x1000mm Polyurethrane Plastic for Visual Scale Membrane

210

Injected Mold Polycarbonate

Aramid Fibre

Injected Mold Polycarbonate

Stainless Steel

(To be completed)

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree PVC Fabric Rubber

Aramid Fibre

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

160

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

Hatch Key:

Stainless Steel

(To be completed)

250

Note: Each Grid Division is 1000x1000mm for Visual Scale

Hatch Key:

Level 28

Indicate the iteration this drawing has been done from iteration 1 of the prototype exploration pro its associated details

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Sheet:

A102-1-3

Project:

ARCI421 Construction Drawings

Victoria University of Wellington 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Level 10 Client:

New Zealand Government

200002 Issue Date:

Level 2

A102-0-0

12000

160 25

20/09/2017

Duong Nguyen11000

Scale:

1:5

45 30 70 65 70 30

730

980

65 70 45

140

75 40 65

Sheet:

PVC Fabric

15 15

10 10 20

65 1075 65

45 15

250

Hydrogel Fabri Membrane

455

60 °

115

65 75 40

200

65 10 40 10

250

20 20

115

65 75 65

5mm Thick PA-GF Hydrogel Composite @ Variable Length

75 25

Sheet:

A102-1-4

ARCI421 Construction Drawings

10 65

Detail - Attachment - Plan (Cable to Attachment) 1 Unreleased 1:5 Project:

Attachm

Custom-Made Combination of Polyurethrane Tubing/Metallic Woven Duct for transferring jet of compressed air at extremely high pressure. TBC by Service Engineer

80 20

Custom-Made Combination of Polyurethrane Tubing/Metallic Woven Duct for transferring jet of compressed air at extremely high pressure. TBC by Service Engineer

105 25

Satin Finish Stainless Steel Drawing Case

Additional Protrusion to Cover Up Bolt Connection

40 30

100

New Zealand 50 Composites: 20 Aramid Fabric 20 Tension Cables4 0 Under Slack

105

High Pressure Pneumatic Tubes

High Pres Pneumatic Tu

21 0

Clear Injection Mould Polycarbonate @ 50mm Thickness

Additional Protrusion to Cover Up Bolt Connection

830

100

15 15

265

Tension the Pr three stru

20 2

2525

Level 1 11000

10 0

2525 30 25

15 0

Clear Injection Molded Polycarbonate @ 100mm Thickness

15 50

10 0

65 120

420

Stainless St Drawing C with Satin F

35 15

Refer to Sheet A102-1-1 for Main Drawing

30 50 30

Attachment - Projectile Tension Cable Section

5 Attachm 50

25 75

115

200

20 10

100 65 65

125

Pneumatic Tubes Drawn By:

250

10 40 10

65 65

40 10 115

1000

115

Issue Date:

South of Magnet

New Zealand Government

215

Bulge to Clear Mould coverInjection up Polycarbonate @ connection 50mm Thickness protrusion

Direction of current to go out of the page

60°

115

10 1 5 10 65

(To be completed)

Tetrahedral Chrome Finish Stainless Steel

265

5 10

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC by Manufacturer

Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

Temion Cables Relay Back Direction of the through Polycarbonate Magnetic Flux DensityLayer and (direction from North Locked through a Belayto System

2525

115

15 0

These view demonstrate the 10 Hatch the Key: Stainless Steel Aramid Fibre0 construction of harpoon Attachment - Projectile Tension Cable Plan A102-1-5 3605launcher Injected Mold it has Aluminium 5mm Tolerance. Angles to the nearest degree before and after Polycarbonate been launched forward.

455

0 20

100

Cable Attached to Nodes using Prunsik Knot

Plastic Tubing for transferring Note: Each Grid Division is 1000x1000mm for Visual Scale compressed air. TBC by manufacturer Drawn By: Scale: 20/09/2017 1:5 ConstructionDuong SystemNguyen has taken into account +-

160 Copper Wires under Plastic Insulation 30 Cladding

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Client:

Issue Date:

Elements held together by electromagnetic forces

Direction of current to go into the page

13000

15 70 15

Air Exhaust Ducts

0 15

Tetrahedral Chrome Finished Stainless Steel

120

0 21

100

5mm Thick PA-GF Hydrogel Composite @ Variable Length

115

Attachment Plan View (Level 3) Maximise the number 20of copper wire turn to maximise strength of magnet

access parts flexed) Victoria University of Wellington

ARCI421 Construction Drawings

125

215

4505

75 65

20 0

14000 40

80 5

20 20

252 5

Aramid Fabric Tension Fibre Cables in Tension

Level 44

15 30

Protection covering to be 40 designed and confirmed 20 by Electrical Engineer 0

12000

100

Level 2

Level 2 Long section of harpoon launcher, launched through pneumatic air pressure. harpoon ending 12000 Detail - Attachment - Long to be attached ferromagnetic platforms, where to Building Detail - Attachment - Cross 2 Cable 1:5 Air Exhaust (used to quickly Gun) attachment and detachment is of ease. 1 (Cable 1:5 High Pressure Level 1 deflate the beam, rendering Project:

75 40

0 10

Structural Beam Cells from Fabric Ductwork

15000 Ferromagnet

New Zealand Composite Custom Made Aramid Fibre Tension Cables

to Attachment 1 Cable 1:5

35 5 1 15

Air Supply In (for inflation and providing support) Detail -overall Attachment - Long -

400

Detail - Attachment - Plan (Cable to Attachment) Custom-Made FESTO Polyurethrane 2 Launched 1:5

49°

Level 5

High Pressure Pneumatic Tubes

125

115

60°

° 71

A102-1-2

Nuts, Bolts and Wash are preferrably standardised and New Zealand sourced. Change in dimension of bolts shall require redesign. Otherwise, custom produce bolts as dimensioned

250

0 10

1:5 Cross Section View Refer to Sheet A102-1-2

50 30 25

252525

Victoria University of Wellington Client: ARCI421Finished ConstructionCustomDrawings New Zealand Government Satin 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand 20 Made Stainless Steel Barrel

Fabric Ductwork as Structural Beam Clear Inject Molded Polycarbonate (Deflatable/Inflatable) @ 100mm Thickness 345

50 100

50 30 25 30 50

600

A belaying system is under way to ensure there are no slacks within the system from the point the anchor was launched to its magnetic platform destination.

75 25

440

15 70 15

155

20 20

25 160

100 50 30 25 30 50

100

20 210

100

30 100

W 10 50 10

° 60

25 30 50

and electrical engineer

160

Performance TBC by structural Air Supply Ducts

High Pressure Pneumatic Tube (preferably an elastic material). However, as discussed with the service engineer, steel may need to be used in order for such a high amount of air pressure (MPa level) to be transferred to launch the harpoon anchor. Currently specified as Custom-Made 200mm Polyurethrane Plastic Tubing. Metal Fabrics using Titanium Woven Fabric should also be considered for its strength.

Injection Molded Clear Polycarbonate

100

0 769

5mm Thick PA-GF Hydrogel Composite @ Variable Length

Detail - Attachment - Plan (Cable to Attachment) 1 Unreleased 1:5 Project:

Aerodynamic Geometry with 50when surface area to magnetise 0 with 2 come to contact 20 ferromagnetic 0 platforms

Steel Barrel 100mm Extension

Custom-Made Combination of Polyurethrane Tubing/Metallic Woven Duct for transferring jet of compressed air at extremely high pressure. TBC by Service Engineer

Triple Seam using2 Level Spider Silk Threads 12000

PVC-Coated Aramide-Fibre Ductwork as Structural New Zealand Composite: Aramid Beam. Helium Filled. TBC Custom-Made Tension Cable @ 25mm diameterby Structural and Service Engineer. To be Detailed

100

125

730

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

0 10

2525

71 °5

0 10

515 151

115

600 A102-0-0

0 21

115

80 Tetrahedral Chrome Finished 5 Stainless Steel produced 0 through welding5of rounded off 5 equilateral triangular plate cuts

Rubber Filling

1000

Stainless Steel Drawing Case with Mirror Satin Finish

° 60

10 50 10

1 A102-1-2

455

105

0 15

5mm Thick PA-GF Hydrogel Composite. 100 TBC by Structural Engineer

13000

Safety Pin to be designed and prevent harpoon anchor from launching off pre-emptively or in case of accidental release of pressurised gas

Additional Protrusion to Cover Up Bolt Connection

Attachment Plan View (Level 3)

Custom-made Stainless Steel Barrel with Satin Finish

0 10

Stainless Steel Drawing Case with Mirror Satin Finish

Additional Protrusion to Cover Up Bolt Connection

Chrome Finish Stainless Steel Harpoon Barrel

115

Section - Attachment - Harpoon Anchor 1 Cross 1 : 50

200

Valve for Backflow Prevention (to be consulted by service engineer)

New Zealand Composite Suppliers Aramid Custom-Made Tension Cable. To be tied to structural members

680

Otherwise, an alternative air should be used instead.

PVC Coated Aramide-Fibre Fabric Ductwork with Engineered Porosity as Structural Beam. Helium Filled

100

10 20 10

New Zealand Composites: Aramid Fabric Tension Cables Under Slack

830

Refer to Sheet A102-1-1 Structural Node for Main Drawing

As helium is not abundant. Helium Filled. Although this may improve structural

performance, it would be wasteful as engineered layers are constantly allowing helium A102-0-0 to escape into the atmosphere. Advising a sealed membrane for such a solution.

Clear Injection Mould Polycarbonate @ 50mm Thickness

100

Clear Injection Mould Polycarbonate @ 50mm Thickness

49°

Structural Node. At the end of building. No central bolt installed

15 70 15

130

25 30 25

150

Clear Injection Molded Polycarbonate @ 100mm Thickness

High Pressure Pneumatic Tubes

105

10 0

105

60 °

Clear Injection Molded Polycarbonate @ 100mm Thickness

200

2525

° 60

420

Stainless Steel Drawing Case with Satin Finish

Refer to Sheet A102-1-1 for Main Drawing

Tetrahedral Chrome Finish Stainless Steel

Building within Project. e.g. 'A' indicate this building is located near the train station

200

10000

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

Polyurethrane Plastic

Hydrogel Membrane to Lap Over Pressurised Air Supplier

Building within Project. e.g. 'A' indicate this building is located near the train station

Polyurethrane Plastic

Deployable Tension Cables

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing 60°

A-102-1-1

e.g. 'A' indicate this building is located near the train station

Polyurethrane Plastic

Hydrogel Fabric Membrane

Area within the Building e.g. '102' indicate this is the Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and 'Attachment' area of the buildin its associated details

Hydrogel Fabric Membrane Level 0

Aluminium

Hydrogel Fabric Membrane

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Injected Mold Polycarbonate

Deployable Tension Cables

Injected Mold Building within Project. Polycarbonate

Rubber

Rubber Rubber

PVC Fabric

Aluminium

100

(To be completed)

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

PVC Fabric

PVC Fabric Aramid Fibre

Note: Each Grid Division is 1000x1000mm for Visual Scale Hatch Key: Stainless Steel Indicate the iteration this drawing has been done e.g. '1' is Area within the Building (To be Construction System has taken into account +completed) Injected from iteration 1 of the prototype exploration process and Mold e.g. '102' indicate this is the 5mm Tolerance. Angles to the nearest degree Polycarbonate its associated details 'Attachment' area of the building

Hatch Key:

(To be completed)

Aramid Fibre

Phase 3; Detailed Design + Integrated Technologies

11000

Construction System has takenAramid into account +Stainless Steel Fibre 5mm Tolerance. Angles to the nearest degree

Stainless Steel

200

Hatch Key:

100

Note: Each Grid Division is 1000x1000mm for Visual Scale Level 1

Note: Each Grid Division is 1000x1000mm for Visual Scale

2165

455

2070

Arrangement of Harpoon Stabliser Launchers to allow human entry when they are deployed

membranes

Detail - Attachm (Cable to Attach 2 Launched 1:5

Victoria University of Wellington 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Client:

New Zealand Government

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

Refer to Sheet A1 for Main Draw

Hydrogel Fabric Membrane

Aluminium

Level 13

Phase 3; Detailed Design + Integrated Technologies

23000 Polyurethrane Plastic

22000

Level 11

21000

115

250

10 0

Level 2

Hatch Key:

12000

(To be completed)

Detail - Attachment - Cross Gun) 1 (Cable 1:5 Stainless Steel Injected Mold Polycarbonate

20 20 40

200

PVC Fabric

Aluminium

Hydrogel Fabric Membrane

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Rubber 3 A102-0-0 Plastic Polyurethrane

Building within Project. e.g. 'A' indicate this building is located near the train station

105

Level 4

Satin Finish Stainless Steel Drawing Case

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

A-102-1-1

20 20 40

20 20

35 20

80 115

45 55

20 20

Level 2 12000

13000

550

Attachment Plan View (Level 3)

Aramid Fibre

Level 2

12000

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

Level 1

11000

11000 Victoria University of Wellington

15 15

21 0

13000

55 13000

15 0

14000

15000

20 0

High Pressure Pneumatic Tubes

5 10

10 0

Level 5

100

265

125

Attachment Plan View 115 (Level 3)

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

265

Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

Temion Cables Relay Back through Polycarbonate Layer and Locked through a Belay System

16000

120

21 0

15 15

65 215

55 100

0 21

80 45

120

0 15

0 20

14000

High Pressure Pneumatic Tubes

Level 4

Bulge to cover up connection protrusion

Level 6

160

15000

Level 5

20 20

New Zealand Composite Custom Made Aramid Fibre Tension Cables

0 10

17000

Pneumatic Staircase Air Suppliers

15 15

16000

0 10

Attachment Plan View 25 (Level 7)

15 70 15

Clear Inject Molded Polycarbonate @ 100mm Thickness

35 5 1 15

10 1 5

10 0

Level 6

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC by Manufacturer

18000

10 0

Satin Finished CustomMade Stainless Steel Barrel

15 0

2525

Level 8

20 20

450

Custom-Made FESTO Polyurethrane Plastic Tubing for transferring compressed air. TBC by manufacturer

7190

Pneumatic Staircase

45 20

2525

250

100

18000

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC by Structural and Service Engineer. To be Detailed

0 10

115

0 21

Level 8

515 151

19000

80 50

Level 9

Triple Seam using Spider Silk Threads

0 10

40 70

19000

20000

5300

0 15

Level 10

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

180

Level 9

17000

140

20000

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

cross section of Harpoon launcher: Additional automated mechanical reels to be inserted in future editions

Level 10

Building within Project. e.g. 'A' indicate this building is located near the train station

Plan Diagram 1 (Level 12)

A102-0-0

ment Plan View (Level 3)

ual Scale

Injected Mold Polycarbonate 3

ment Plan View (Level 7)

sure ubes

(To be completed)

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

s are varied

Refer to Sheet A102-1-2 for Main Drawing

ABSTRACT: The research project takes inspiration through the extrapolation of future developments of technologies to read human minds. While it is necessary to construct a narrative for the game, conventional approach to game design the result is such that narratives within games are usually linear, while the current trend should be more should be open and allow for self exploration, rather than the system to limit the user, confine or restrict the user. The user would be able to - through the open-ended interaction inside the environment generate one's own meaning through the interaction with the arranged objects The game design, its site, can be metaphorically transcribed to a design which unfolds inside the mind. Within such an environment, abstract concepts can exist, or the rules within such a system do not necessarily have to obey regulations in real-life, such as everyday physics. At a later stage, investigates the relationship using EEG as an input device to interact with the objects inside the environment itself, further enhancing the intention of to which the game environment intends. The project is divided into two phases, where phase 1 concerns with the development of the designed environment. this environmnent is reflective of the human ability to design. Phase 2 centralises on the development of in-game mechanics to which user can interact with the design environment.

ARCI411 Architectural Design Research

â&#x20AC;&#x153;Between the Unreal Real and the Real Realâ&#x20AC;? mindspace

Research Concept Diagram: The diagram demonstrates the concepts to which are explored within this research. The relationship between these binary terminologies: roles, and design related issues.

Game Environment Drawing: 1. 3D Gravity Bending World 2. Watching. Events Throughout 3. Frames of Time 4. Coloured Crystals. Measuring. Knowledge. 5. Fragmentary Worlds

concept sketch of the designed environment, people inside EEG devices cross-sharing imaginary worlds

concept sketch of design environment with incorporated aesthetics Test Skybox Variations:

drawing of people with EEG headsets, a formal study of technology

An example with James Turrell's painting used as skybox. The resultant effect is a deep sombre blu-ish environment - perhaps suitable for pensive contemplation, and the feeling of being indoor

Game Environment: players can walk through certain objects, see certain objects from a certain angle, objects are to possess reflective materials, which would blend and merge to the surrounding environment, and objects to hold paintings, proliferating the subjectivities of viewpoints with differing orientation.

Instruction Panels: these figures provide the basis for providing the user information about the mechanics within the environment. These panels remain ambiguous and open for interpretation, perhaps the criticism is that they are elements to which do not necessarily blend into to the designed environment. This is accurate, whilst at the same time, they stand out as for the user to read it in a different way perhaps.

Number orders move from left to right: These panels highlighted the key interactions that are created for the user. ..........

1. Constructing Environment: A trail renderer of a painting is added to the user within the scene. This is ideally activated after a certain period of time. 2. The Right Way Up: The player can look backward view the world upside down. Movements through such interesting camera angles shall be unintuitive. Another prompt to suggest the interpretative nature of the world. 3. Subjective Environment: When having discovered an instruction panel, after pressing a specified assigned keyboard input, display camera are switched from first person perspective to plan view & spinning, from the side and etc. 4. Teleportation: The user once having fallen out from the arena, shall be teleported back to the environment, falling from high above into the instruction panel to explain what has just happen to the user. 5. Overall Scene: This scene highlights the general overview of the environment. 6. Opening Sequnce: Demarcation a point to which the player shall start from. Starting from within an invisible container, where surrounding the person are instructions as to how to navigate within this environment. Basic movements, jumping and running ("a", "s", "d", "w", "space bar", & "left shift"). 7. Invisible Terrain: Invisible objects are created where the user can jump and ascend and access to other areas within the environment itself. This is found through being unable to pass further into other arenas within the design environment. 8. You & I: When having discovered an instruction panel, which reveals that upon inputing certain key, the user , but also a camera that looks back on the person. 9. Open Narrative: The user in the environment is exposed to a range of phenomena, ideally, the player would come to understand of these tools and use it to construct their own architecture and meaning.

ARCI411 Multi board design

Mental Commands: Mental command is a process where an eight second segment user's detected brain activities are taken to emulate with a certain interaction to a box within the software. The following commands are possible: push, pull, disappear, etc. Whenever the EEG detects brain activities similar to such recorded segment, the augmented command to that particular pattern of brain activity is then activated, the box would then get pushed, pulled, disappeared, etc. The augmentation process or training process includes "neutral" command, which correlates to no signals sent into the system.

EEG Headset: Emotiv Insight: Consists of 5 electrodes. These are then used to detect brain wave signals, alpha, beta and gamma waves. They are required to be in contact with hair removal to conduct electricity. When being charged, the headset would disconnect itself from detecting brain waves.

main control panel

mental command menu

Facial Commands: The software also claims to detect a range of facial expressions, these include: smile, frown and surprise. Although certain facial expressions can be trained. Trained commands would reportedly improve the accuracy of the device itself. The sensitivity of each facial changes can be calibrated. Gyroscopy: Detection due to inertial forces (change in velocity of the device. i.e. the faster one moves the headset, the more the mouse moves in game. Tilting of the head â&#x20AC;&#x201C; controls the mouse movement (this has been tested with the game to control mouse rotation. This has not worked yet.

gyroscopy

facial commands

Game Input Reflection: The device in itself is highly interpretative, and requires great amount of mastery in order for the person to intentionally transmit as much as sustain specific brain activities to control elements within the game. Only certain aspects within the game environment is primed for interaction through EEG. The mental processes are a result with the device being tested on subjects who use these devices. Results and experience withthe device indicate that there is a requirement for concentration. There is also the question if one or more commands can be input into the device. Whether both mental commands, both facial expressions, or one of each can be implemented synchronously.

Theoretically speaking, whilst it is possible to augment two mental command keys, to utilise both of these simultaneously would not be possible.

Emokey: EmoKey is used to translate these commands, facial and mental into a certain keyboard/mouse input. These inputs can be a series of command, opening up even further potentialities in terms of game incorporations. performance data

emokey: data inserts

The Epistemograph The diagram conceptualises how the various, also including all imagined possible scenarios to which could happen, involving the player's mindset as part of the design process in self-generating meaning and narrative through game mechanics and available elements inside the environment. Categorisation of Possible Game Input Mechanics: Keyboard/Mouse: Single Keys Hold Buttons Combinations of Buttons Sensitivity Timing

EEG Headset: Single Keys Hold Buttons Combinations of Buttons Sensitivity Timing

Psycho-Behaviouriograph: diagram to allocate, anticipate and design intended events inside the environment and how it would unfold with all intended actions, thoughts and emotions through the expeirence that has been exposed to the user.

Urban Sketch (environmental navigation) Leaving itself to focus on mapping just the specific user’s storyline, as all other storylines are to complex for one person to imagine alone. Also, there will not be enough space to generate. Triggering at those events. Events equate in this map when the person has traversed through a certain collider for the UI to display core messages. spawning area will start at any location inside level 1, close to the zone’s periphery

Upon passing through each location: the speed, range of vision & viewable objects can be increasingly seen

Level 1

Level 2 Level 3

Level 1 to 4 is a process from simplicity towards complexity. Each passing . This is of course suggested to incorporate with the EEG Headset. At the moment, it is for a “frown” facial command to send an input. The circular divisions are proportionalised in order to adjust for the low speed in level 1, and incrementally increased at level 4. Also, progressively, the design-environment is supposed to include buildings, then nature, then strange elements at the centre. The player without clear given directions with their limited scopes of vision and abilities, are thus drifted through space to construct their own narrative. Players are randomly spawned at level 1, where the environment is filled with more familiar designed environments. This is where the mechanics are simplest and that the process of easing into a visually complex world is executed. The game environment's aesthetics shall appear increasingly unfamiliar to the user into the strange content that is initially presented to the user in the first place. Strangest being th designed environment in phase 1, and Least strange to what the user . The changes between these aesthetics, should be smoothed out as to avoid stark changes.

Level 4

Upon passing through each location: the speed, range of vision & viewable objects can be increasingly seen

Mental Image to be a photo taken of someone’s facial expression at a certain time. This would work well with a camera attached to a monitor, whilst the bigger monitor to be used for playing: • WebcamTexture • PhotoCapture

Event change (more difficult)

Entering each of these coloured indicated zone shall provide a a message revealed on the graphic user interface (GUI) as to prompt and tease out the user to prime the player’s mindset in being able to understand the underlying intention of the design, for the user to question and able to construct the player’s own meaning, form and architecture through game environment and its interaction provided by the system’s designer.

Game mechanics include: 1. Toggling (Boolean associated): 2. Hold for Toggling (Float associated): 3. Hold for increase Value (Float associated): Level 1

normal

Level 2

Level 3

Level 4

strange

Level Level 2 3

Level 1

normal

SARC482 Introduction to Robotics ABB Robot IRB6700 200kg 2600mm

project 1: drawing with lights

Series 3: Multi-three Dimensional Lines

Project 1 focused on the question of drawing using LED lights. The project utilised a Canon DSLR camera mounted on a tripod to take a an image with a manually operated shutter speed capture control. The result is as one would see on the images

Series 1: Singular Lines Iteration 1.1: What's Up?

Iteration 3.1: Floating Network

Series 2: Multiple Lines Intended Image with Continuous Colour Normal-Mapping Background

Discrete Colour: Transformed from Continuous Colour

Iteration 3.2: Multicolour Pulsation

Iteration 1.2: Suave Multicoloured Neon The co-ordinates of the image as well as brightness value of the image were used to colour code the image taking from the principal of normal mapping. • x values (horizontal) -> red (0 to 255) • y values (vertical) -> green (0 to 255) • brightness of images (depth) -> blue (128 to 255) • (blue from 0 to 255 is very unappealing) These continuous values were then converted value if they are above or below 128,128,192 RGB values

Iteration 1.3: Holographic Suave Rainbow Neons Iteration 2.1 Vertical Lines

Iteration 2.2 Projection Cross-Hatching

Iteration 2.3 Normal Colour Mapping

Iteration 3.3: Focused Colour Pulsation

Iteration 1.0.0.? (axonometric view) 300mm + extra mm distance from TCP to wires around the robot arm

45x90mm H8 Treated Timber Sawn into 150mm Long Segments

Test Environment Stack of Material Not to ScaleVariable stack height, number of

project 2: brick walls Tool Centre Point (TCP) Length: ~385.25mm

45x90mm H8 Treated Timber Sawn into 150mm Long Segments

30mm

Test Environment Not to Scale

Centre of Mass

H = 45mm Centre of Rotation

Iteration 1.0.0.? (top view)

Gravitational Force

150mm

Iteration 1.0.0.? (axonometric view)

L = 150mm

150mm

W = 90mm

Iteration 1.0.0.? (side view)

Iteration 2.2: Stack and Unstack

Iteration 2.1.0.4 (axonometric

300mm + extra mm distance from TCP to wires around the robot arm

Iteration 2.2.0.4 v.1 and v.2 (axonometric view)

45x90mm H8 Treated Timber Sawn into 150mm Long Segments

Stack of Material Variable stack height, number of stacks in both the x and y direction Iteration 1.0.0.? (top view) and spacing distance in between

H = 45mm

Having been able to construct such a wall. The aim of this iteration was to construct and then deconstruct a wall back into its original stack using the robot hands.

Continuation of Dave’s Wall Definition

Karishma’s Linear Array Definition

L = 150mm

30mm

W = 90mm

3D Printed Plastic Material

Ground surface is not flat. These are measured points with Z-coordinates at locations are lower than other areas (3-5 mm differences)

If distance “x” is to exceed 75mm or 1/2L in any of both direction , the timber block shall “topple” x

Centre of Mass2.1.0.4 (front view) Iteration

Centre of Rotation

150mm

Iteration 1.0.0.? (axonometric view)

12.5mm 50mm

Continuation of Dave’s Wall Definition

2. Brick Wall Status (e.g. rotation, position)

Split List

Slight Curve in Wall Karishma’s Linear Array Definition

Gap Greater than 30mm

29 28

8 3

Iteration 2.2.0.4 v.2 (Side View)

Blocks moved for stability

Gap Greater than 30mm

Toppling Moments are increased as more bricks are added

Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

2000mm from Origin

Iteration 2.3.0.9 (axonometric view)

Iteration 2.1.0.4 (top view)

Test Environment Not to Scale

Centre of Rotation about the corner of the base of second level

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

Centres of Mass of Blocks at Different Stack Level

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

Iteration 2.2.0.4 v.1 (Side View) 30

37.5mm

Iteration 2.2.0.4 v.1 and v.2 (axonometric view)

Gravitational Force

Iteration 2.1.0.4 (axonometric

2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Iteration 2.2.0.4 v.1 (Front View)

Iteration 2.1.0.4 (side view)

Max span of 1330mm for Aluminium Gripper

Centre of Rotation

Gravitational Force

2000mm from Origin

Iteration 1.0.0.? (front view)

Slider to Open and Close Grip

Centre of Mass

If distance “x” is to exceed 75mm or 1/2L in any of both direction , the timber block shall “topple”

Iteration 2.1: Rotated Ends

3. Gripper (e.g. rotation, location, action)

Iteration 1.0.0.? (side view) “x” is to exceed 75mm or 1/2L in any of W = 90mm If distance

both direction , the timber block shall “topple”

Ground surface is not flat. These are measured points with Z-coordinates at locations are lower than other areas (3-5 mm differences)

Project 2 was a group project with the purpose of building a brick wall composed of wooden blocks. The addition of the 'gripper' tool was introduced, along with questions of the calibration of the bricks' positioning, sequences, approaches in picking up the blocks, amount of grip in picking Max span of 1330mm for Aluminium Gripper the blocks, structural integrity in the blocks' constructions and troubleshooting problems.

5mm

L = 150mm

Iteration 1.0.0.? (front view)

Slider to Open and Close Grip

Tool Centre Point (TCP) Length: ~385.25mm

H = 45mm

stacks in both the x and y direction and spacing distance in between

5mm

3D Printed Plastic Material

1. Material Location (e.g. rotation, position)

2000mm from Origin

25 21

7 2

Iteration 1.0.0.? (side view)

Iteration 1.0.0.? (front view)

Iteration 2.1.0.4 (front view)

4. Environment (e.g. obstructions, ground plane)

This iteration involved the construction of a Iteration 2.2.0.4 v.1 (Side View) slightly curved wall with the end of the bricks rotated. This requires the identification of specific bricks that were picked up to be placed in a different orientation to the other parts 25

Iteration 1.0.0.? (top view)

50mm

Split List

20 17

15 Gap Greater

13 9

Iteration 2.2.0.4 v.2 (Side View)

14 10

Toppling Moments are increased as more bricks are added

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

Slight Curve in Wall

Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

Iteration 2.1.0.4 (top view)

Centre of Rotation about the corner of the base of second level

12 8

Iteration 2.2.0.4 v.3 and v.4

Centres of Mass of Blocks at Different Stack Level

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

Iteration 2.3.0.9 (front view)

12.5mm

37.5mm

Gap Greater

2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Stack and Unstack into Other Things Iteration 2.2.0.4 Selective Choice of Itemsv.1 from(Front Stacks View)

Iteration 2.1.0.4 (side view)

25 21

50mm 35mm

65mm 20mm

20mm

Iteration 2.3.0.9 (side view)

Centre of Rotation

Max span of 1330mm for Aluminium Gripper

Gravitational Force 150mm

Continuation of Dave’s Wall Definition

Iteration 1.0.0.? (axonometric view)

Karishma’s Linear Array Definition

2000mm from Origin Iteration 2.1.0.4 (front view)

Iteration 2.3: Cantilevering Blocks

Iteration 1.0.0.? (side view)

Iteration 1.0.0.? (front view)

37.5mm

12.5mm 50mm

The sequence of constructing this wall required a different approach as the other were not possible. Furthermore, the blocks experienced a slightSplitvariation from Iteration 1.0.0.?methods (top view) List Slight were Curve in Wall generated as 'gravity' was taken into account. the computational simulation that Therefore, the original stacking and unstacking methods were not possible. 20

19 17

13 9

50mm 35mm

29 28

25 21

Stack and Unstack into Other Things Selective Choice of Items from Stacks

Iteration 2.2.0.4 v.3 and v.4 Iteration 2.2.0.4 v.1 and v.2 (axonometric view)

Iteration 2.3.0.9 (axonometric view)

20mm

"The result was a battle between humans and scripted humans intelligence, to which humans were purposefully lost to the wits of his own intentionality."

Blocks moved for stability

Karishma’s Linear Array Definition

65mm 20mm

Iteration 3: Play Jenga with the Robot Arm Project 3 was the culmination of all learning processes brought together. This group project was the exploration of all the interaction between human and robots playing Jenga together. Of course, this was a scripted dialogue where the game, and the specific bricks taken apart were planned. There was the question for the procedure to work, specific blocks were sanded off as to not cause the tower to fail. The performance/game was broadcasted live through a wifi connection through installed security cameras into a lecture theatre.

Iteration 2.3.0.9 (side view)

Iteration 2.2.0.4 v.2 (Side View)

Gap Greater than 30mm

Toppling Moments are increased as more bricks are added

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

6 Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

Iteration 2.1.0.4 (top view)

Centre of Rotation about the corner of the base of second level

Iteration 2.3.0.9 (front view)

Centres of Mass of Blocks at Different Stack Level

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

Iteration 2.2.0.4 v.1 (Side View) 30

Gap Greater than 30mm

2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Iteration 2.2.0.4 v.1 (Front View)

Iteration 2.1.0.4 (side view)

project 3: playing Jenga Blocks moved for stability

Iteration 2.2.0.4 v.3 and v.4 (top view) 2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Iteration 2.2.0.4 v.1 (Front View)

Iteration 2.1.0.4 (side view) 25

12.5mm 50mm

Centre of Rotation about the corner of the base of second level

50mm 35mm

65mm 20mm

Iteration 2.2.0.4 v.2 (Side View)

20 17

10 5

21 1

24 17

Centre of Mass of top four blocks

6 21mm

Iteration 2.2.0.4 v.4 (front view) Estimated Centre of Mass: Treating Pyramid as triangle and gaining the centre of mass from the centroid of the triangle

8 3

9 4

Iteration 2.2.0.4 v.4 (side view)

11 6

Iteration 2.2.0.4 v.3 and v.4

7 2

23 16

8 3

22 15

Iteration 2.2.0.4 v.3 (side view)

9 4

11 6

21 14

Split List

20mm

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

Iteration 2.2.0.4 v.3 (front view)

Toppling Moments are increased as more bricks are added

Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

blue: blocks to be removed by human player pink: block where human player makes mistake red: blocks to be removed by the robot arm

21mm

Iteration 2.3.0.9 (side view)

Centres of Mass of Blocks at Different Stack Level

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

Iteration 2.3.0.9 (front view)

37.5mm

Iteration 2.2.0.4 v.1 (Side View)

7 2

Estimated Centre of Mass of top four blocks (for first constructed pyramid)

21 1

“d” distance from centre of rotation

RESORT FANTASIA COURSE: SARC383/483 Advanced Digital Design DATE: 21/12/2017 TUTOR: Derek Kawiti & Shaneel Kumar

Process Description The project begins with a series of formal explorations using Maya as tools for geometric explorations of the design. Each series of explorations are done through a series of design techniques available from Maya. Landscapes are the main driving theme of this design, as much as the appropriation of the design to the pre-existing elements on-site. Detailed ornamented columns are wooden and could be purposefully used for local Maori Arts and Crafts presence through the use of traditional carving methodologies. Certain themes and typologies were then used and implemented into the preliminary concept design.

Map Keys/Legend. Resort Fantasia Beach Pavilion Mount Crawford Shelly Bay Observation Point Render Viewpoint

Design Description The design is of a beach resort created with the idea of putting the site on the map. The project aims to provide a direct connection between Shelly Bay and Mount Crawford; initially conceived at the observation point as part of the site visit. This would provide provisions for more development on top of the old Crawford Prison. The design would bypass the long ravenous pathways swerving natively to the siteâ&#x20AC;&#x2122;s topography. Ramps are created, providing direct access on foot to the beach from the resort. Moreover, reconnecting the would-be common journey from the airport to the city centre. The design is sustainably oriented, with integrated green space living/functioning within the resort area and recuperate for the loss of greeneries due to the projectâ&#x20AC;&#x2122;s developments.

Point Halswell (Lighthouse)

N W

E S

Massey Memorial

Dense Green Area

WELLINGTON OVERALL MINIMAP

Rocky Area

Mahanga Bay

Dense Green Area Commercial/ Retail Area

Light Green Area

Fort Ballance

Old Mt. Crawford Prison

4. Shelly Bay

Harbour

Mount Crawford

Rocky Area

3. 1.

Light Green Area

Sandy Area

Scorching Bay

Light Green Area Residential Area Residential Area

DESIGN ITERATIONS/PROCESS

Observation Point (12/12/2017)

MASTER PLAN

Rocky Area

design concept

the ultimate flexible design

200mm

s e l du g o m sin e c du a sp orte s i x fle nsp rone d tra

le b m ble e s s gea ds a f an e l e e s ch g n d erin n a iff d o t

m m 0

o t s e l u ble d o m sem as into n? o m e a r o D

assembled design concept

integration with site: osaka dream island

to n e g c i s a p de s d her e s u furt c fo p o l e v de

osaka dream island

nt e em r. c pla bou d e har t a gr the e t in ith w be ic in n ca ecif mate s ule re sp nt cli d mo mo ffere e th re & o di he ce t w y an rdan co ac

X d T I - ar o pic erbo th o m

: 1 p ng

li e b t s ssem rame s a

f ent e r co pon m co

: uter 2 p p

om rd e c t s ing boa e

h er c m a a h t t r t f a mo re ly b o & c ssem a

module construction concept explodometric part one: assembling core frame

ITX ard o o pic erb th o m

els n pa m D LE 12m

: 3

nt p e te hm ral

s attac riphe

s e e p of fram

lar m o t s .5m n re : 2 a m sp lass m n 5 a tr ic g s: s a a t l l g vo al r ctu u str

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n ing e e t s chm add a l cl e t t a na m r fra e t ex to

: t l su ed

t e l e r omp bled c

le u d

m o e s as ace m sp i x fle

module construction concept explodometric part two: assembling exterior layers

miscellaneous E-Bike Hire Permanent Art Studio

Vegetable Rooftop Garden

Mechanical Tempest

Cafe

Opening Skylight of Theatre

Ramps

Theatre Space

Technical Drawing: ARCI212 P4 Newtown HUB: Cross Section Drawing Copic Sketch Markers with Mechanical Pencil on A1 160GSM Paper

Bicycle Storage

Observational drawing: a visual journal through Tibet, China & India: Mixed media, watercolour, watercolour pencils, pencils on gummed 12x 150x150mm papers & 1x 300x300mm papers

Mixed Technical & Freehand Drawing: ARCI212 Infill House Design Perspective Drawing: A space of dialectical thematised concepts: Carand'ache Watercolour Pencils with Windsor & Newton Watercolour

Analogous & Digital Drawing: A birthday card: brush drawing & photoshop colouring

Freehand Painting: ARCI212 Newtown HUB Sketch: Conceptual Painting: Watercolour on A3 Moleskine Sketchbook Paper

Photography: Christchurch Greyfriars Church Garden, London, UK

Photography: Civic Centre, Southampton, UK

Photography: Christchurch Greyfriars Church Garden, London, UK