Chang Liu Architecture Portfolio for UCL MArch Architecture ARB/RIBA Part2

P O R T F O L I O

A R C H I T E C T U R E

Application for MArch Architecture [TMHARCSING09] (ARB/RIBA PT2) Selected Works: 2018-2020

LIU CHANG Application ID Number: 21106482

LIU CHANG

Architectural Graduate

PROFILE / D.O.B 23/08/1996

NATIONALITY Chinese

CONTACT NUMBER +64 212205413

Hello!

EMAIL graceliu860@gmail.com

ADDRESS 40 The Terrace,Wellington Central, Wellington, 6011, New Zealand

I am Liu Chang.

I earned my bachelor degree in architectural studies at Victoria University of Wellington, graduated in December 2020. Through my studies, I learned how to be an innovator in science, construction, and architectural design.

The social contexts of architecture are ever-changing and I believe that young architects should have the courage to face and influence both local and global architectural challenges, which involve sustainability, the evolution of technology, and the changing needs of human inhabitation.

SKILLS / AUTODESK Revit AutoCAD MAYA ADOBE Illustrator Photoshop InDesign Premiere

MODELLING SketchUp Rhino Grasshopper Rendering and Others Vray Twinmotion Drawing and Model Making Laser Cutting 3D Printing

LANGUAGES

Mandarin

English

Native

Fluent

EDUCATION / 2012-2014

Senior Secondary School Certificate Xinjiang Bingtuan No.2 Middle School Urumqi, Xinjiang, China

2014-2016

Diploma in International Culinary Arts Cornell Institute of Business & Technology Auckland, New Zealand

2018-2020

Bachelor of Architectural Studies Major in Architecture Victoria University of Wellington Wellington, New Zealand

AWARDS / End of Year Exhibition (EOYE) Awards /2020 Awarded for their engagement with distance learning and their outstanding work during the exceptional circumstances of 2020.

Dean's List /2020 2020 Included on the Dean's List for academic excellence NZIA Architecture Student Membership /2020 SANNZ - Student Architecture Network New Zealand /2020

WORK EXPERIENCE / 2019

Architectural Assistant, Intern 05/11/2019-20/12/2019 Involved in schematic and design development stages for residential and commercial projects. Assisted in tendering process and documentation preparation. Produced submission drawings, technical drawings and visual presentations.

XPCC Surveying & Designing Institute (Group) Co. Ltd. +86-991-2358718 Urumqi, Xinjiang, China

REFERENCE / Dr Robin Skinner Senior Lecturer, Wellington School of Architecture +64 223916067 Robin.Skinner@vuw.ac.nz Dr Daniele Abreu e Lima Lecturer, Wellington School of Architecture +64 44636292 Daniele.AbreueLima@vuw.ac.nz Jihwan Jeon, Master of Architecture (prof) Teaching Assistant, Wellington School of Architecture +64 279223342 jjeon335@gmail.com

CONTENTS ARCHITECTURE DESIGN

01

02

01 Re-design of the Wellington Central Library 02 Centre for Creative Arts and Practices 03 Analogue "Computation" 04 Tectonic Parameters 05 "Hyper-responsive" Architecture

03

URBAN PLANNING 06 Masterplan CONSTRUCTION 07 Apartment Construction Drawings INTERNSHIP WORK 08 Xinjiang Vocational and Technical College No. 14 Student Apartment Construction Project Design

04

05

Wellington Central Library Exterior Render

SILENT WITNESS Re-design of the Wellington Central Library

ARCI 312 Architectural Design Integration Professor: Daniel Brown / Daniele Abreu E Lima Individual Work Library, as a silent witness of time, is regarded as a multifunctional space at the moment. The proposed design aims to challenge people's current thinking and raise aware ness of the relationship between tectonic architecture and human environment.

The Wellington Public Library is located at 65 Victoria Street, along the western edge of Wellington's Civic Square.

Wellington urban structure is characterised by the orthogonal grid.

"Low city" and "high city" form the Wellington city central. It hosts a wide range of political, recreational, cultural, and entertainment activities of local and national significance. Around the civic square, there are different building types and architectural styles.

Due to the essential location at the "high city", the following issues need to be considered:

Narrative

01 Tectonic: Machine

02 Time Past: Remembering

Present: Surveying

Present: Discovering

In this design, building forms are expected to represent different times, past, present and future. Function follows narrative:

_Urban grid and harbour grid _The views of the building _Circulation around the building _Consistency with the environment.

Site Analysis

Present: general books + magazines + cafe & restaurant + some reading rooms Past: archive + rare books + some reading rooms + silent spaces (elderly) Future: general books + computer rooms + children space + cafe

Form Concept

01 Big Move 02 Space Layout

03 Hight and Hierarchy 04 Angle of form and Floor

The layout of the building plan was decided by the urban grid and harbour grid. The location of entrances and accesses of building tried to solve the site issues.

The proposed building is comprised of the main body with two bays. One is facing Victoria street, the other is facing the harbour, which gives different views for 2 building sections.

Structure /

Plan / Ground Floor

Second Floor

1. Entrance 2. Information 3. Main Hall 4. Main Collection 5. Restaurant 6. Cafe 7. Shop 8. Exhibition 9. Children Space 10..Group Room

1. Main Collection 2. Children Space 3. Reading Room 4. Group Room 5. Office 6. Education

Mezzanine Floor

Ground Floor

Second Floor

The structure of the proposed building mainly uses shear walls system against lateral load (earthquake load, wind load).

Section 3 Section 1 Section 2

Roo f

The seismic gaps separate the whole building into three sec tions; thus, each section is tested to resist individually.

Sla b

Flo o

r Sl

ab

Third Floor

1. Storage Room 2. Office 3.Education

1. Cafe

She

Mezzanine Floor

First Floor

Fourth Floor

1. Main Collection 2. Children Space 3. Reading Room 4. Group Room 5. Cinema 6. Office 7. Elderly Space 8. Archives

1. Storage Room 2. Office

Third Floor

Sei

ar W all

smi

Ver t and ical el Bea eme nts ms Po

cG

ap

sts

Sei

smi

First Floor

Fourth Floor

Section

cG

ap

TECTONIC Tectonic architecture gives away how it is made by revealing all the parts of its construction. This project started with some interesting machines that symbolise our time and place identity.

The revolution and development of industry play similar roles as a library. In this design, some machine forms and elements are introduced to express the idea that the library is not only a memory of history but also a hope of present and future.

01

02

03

04

Exterior Redner

Interior Redner

Centre Exterior Render

CENTRE FOR CREATIVE ARTS AND PRACTICES

ARCI 312 Architectural Design Integration Professor: Daniel Brown / Daniele Abreu E Lima Individual Work The form concept draws inspira tion from its unique location and Wellington's dramatic. Shelly Bay is a good combining result of Wellington's unique harbour and waterfront geology and topogra phy. Building body is primarily clad in a shimmering glass skin around a soft flowing form. The building is separated into two bodies with different functions.

The main design concept is a celebration of the movement of water and unique topography.

Wellington, New Zealand

FORM DEVELOPMENT

Following road axes

02

Curved edge

04

Height hierarchy

03

Break down to two

05

Curved roof

06

SHELLY BAY / 41°17‘39.34’ S 174°49’17.78’ E /

01

Ground floor setback, “Floating” Harbour grid

STRUCTUR

SITE ANALYSIS

The structural concept is to be both aestheti cally and functionally pleasing by using the steel and concrete structure for the entire building. All the elements are considered to achieve structural requirements and architec tural concept.

The proposed centre is located in the Shelly Bay, Wel lington. According to the specific loc tion, the site is analysed by three aspects.

The centre is made up of two sections separated by one seismic gap, one section being designed to public purpose including auditorium, theatre, dance studios, the other being designed to private purpose including library, offices and other tutorial rooms. The structure element was strategically placed to perform sufficiently, as well as to suit the purpose of design.

_ Road axes _ Surrounding terrain _ Harbour grid By extending the road axes on both sides, they guide the building boundary and plan the entrance. Due to the steep terrain at the right side of the main road, it is ben eficial to provide access following the steep line, which means the building body can be separated to two block according to different functions. Harbour grid of Shelly Bay guides the form concept to use curve edge, which can emphasize the identification of the location.

Terrain Road Axes

Harbour grid

PLAN 02

02

06

02

03 06

01

02

03

02 06

03 03 03

04

03

05

03

03

FLOOR LAYOUT

01 Performance Block Roof 02 Staff Common Room 03 Staff Offices 04 Stairs and life 05 Toilet 06 Storage

03

06

02

SIXTH FLOOR

Vertical Circulation 06

06

06

06

06

06

06 03

06

01

02

03

02 06 06 03 03

02

03

04

03

03

03

05

06

03

05

03

03

10

10

10 10

10 10

07

04

10

07

08

09

02

08

09

01

08 08 08

05

04

03

05

06

08

08

08

08

08 08

04

07

02

09

07

08

09

08 08

07 08

05

04

06

05

08

08

08

08

04

08

1F Auditorium 2F, Library, Rehearsal Room Computer Room

Academic Block

GF Large Auditorium, Library, Entrance

07

SECTION

08 08

09

07

08

09

02

08

09

08

07

08 08 05

04

05

03

06 Dressing Room 07 Large Art Studio 08 Small Art Studio 09 Storage

04 08

01

2F Auditorium 3F, Art Studio, Dance Studio

THIRD FLOOR 01 Large Auditorium Roof Truss 02 Large Dance Studio 03 Small Dance Studio 04 Stairs and life 05 Toilet

08

09

03

3F Auditorium Roof, Art Studio, Dance Studio

Performance Block 08

01

03

4F Small Auditorium, Teaching Room

Outdoor-indoor Circulation

06 Dressing Room 07 Large Teaching Room 08 Tutorial Room, Postgrad Facilities 09 Storage 10 Small Teaching Room

04

08

03

Tutorial Room Post-grad Facilities

FOURTH FLOOR 01 Small Auditorium 02 Top Floor Crush Area 03 Small Dance Studio 04 Stairs and life 05 Toilet

08

09

07

03

5F

04 10 10

03

FIFTH FLOOR 01 Performance Block double high top floor 02 Tutorial Room 03 Post-grad Facilities 04 Stairs and life 05 Toilet 06 Storage

03

08

08

SECOND FLOOR 01 Large Auditorium 02 Large Dance Studio 03 Small Dance Studio 04 Stairs and life 05 Toilet

06 Dressing Room 07 Large Art Studio 08 Small Art Studio 09 Storage

04 11 07

FIRST FLOOR

10 04 06

01

02

02

02

09

08

01 Large Auditorium 02 Rehearsal Room 03 Auditorium Crew Room 04 Stairs and life 05 Toilet

02 06

04

03

05

04

05

10

01

08 06 03

11

15m

30m

GROUND FLOOR

04 09

5m

06 Control Room 07 Computer Room 08 Library 09 Library storage 10 Library stairs

11

07

02

0m

6F Staff Offices Storage Room

04

05

01 Large Auditorium 02 Crush Space 03 Cafe 04 Stairs and life 05 Toilet 06 Reception

07 Computer Room 08 Library 09 Library storage 10 Library stairs 11 Entrance

SHELLY BAY

/ 41°17‘39.34’ S 174°49’17.78’ E /

Interior Redner

All about Planning "Public" "Noise" "Performance" +

"Private" "Quiet" "Academic" The building is seperated to two blocks, Performance bloks and Academic bloks. The atrium is located in the middle connecting two blocks.

Auditorium

Exterior Redner

Dance Studio

Library

CORONAVIRUS ANALOGUE ‘COMPUTATION’ ARCI 311 Architecture Design II Professor: Derek Kawiti Individual Work

EXPLORATION OF FORMAL VARIATION WHICH VIRUSES GROW AND REPLI CATE IN THE DIFFERENT STAGES OF INFECTION PROCESS

OR

VA R I A B L E T E S T I N G a n d M AT E R I A L I N T E R A C T I O N

Expanding form is the main material applying on polystyrene balls or into small glass bottle. The aim of the analogue com putation is to explore the formal variation of coronaviruses when they grow and replicate in the different conditions.

Variables are selected from the real virus infection cycle of coronavirus.

Materials list for 6 series: 1.Expanding Form 2.Polystyrene Balls 3.Small Glass Bottle 4.Clear Bubble 5.Colour Bubble

05

03 B E H AV I O U S AND T E C T O N I C PA R A M E T E R S

04

01

02

03

04

05

PHYSICAL MODEL Coronaviruses can be transmitted from person to person. There are three main ways of transmission of new coronaviruses: droplet transmission, contact transmission and aerosol transmission. Because the new coronavirus has a certain incubation period, it is also infectious during the incubation period. Some virus carriers do not know it, but they already have the ability to infect.

06

01

Coronavirus need a lots of requirements to spread and infect through human body. In this project, analogue computation focuses on 6 specific conditions.

02

They are as follows: 1. Time 2. Distance 3. Space 4. Temperature 5. Humidity 6. Movement

CONTEXTUAL HYBRIDITY ARCI 311 Architecture Design II Professor: Derek Kawiti Individual Work

Due to the specific location of Moa Point and virus characteristics, site analysis focuses on dynamic aspects.

Temperature, wind and rainwater are main influences for virus growth.

The purpose of site analysis is to exam how much the site affects biotype growth. The final result will be provided for a parameter for final concept model.

MOA POINT / 41°20‘14.80’ S 174°48’38.41’ E /

Site Analysis AN AL YS IS

Site analysis aspects are selected according to special location and virus characteristics from previous phase.

They are: 02.1 Solar Radiation Spot 02.2 Wind Intensity and Direction 02.3 Rainwater Runoff 02.4 Soil Corrosion

01

02

03

04

AR

EA

NE

TW

MO AP

OR

K

OIN

N

N N

N

T

RENDER_MOA POINT

RENDER_MOA POINT

Final Model Integration Plan

Pathway of water runoff provide a great choice for model location. The final model involves two iterations. They show how growth moves through water way and build a large scale model by other forces

Methodology: MAYA_MASH_Curve_Dynamics_Fields_Trails Process: _Set MASH network _Use wind curve as network distribute _Add Dynamics _Add different fields located in radiation spot place _Control the frame to show growth Biotype Variable:

Final Model

Temperature change during growth process

Site Variable: Solar radiation spot, Wind map Radial

Elevation

Turbulence

Vortex

MOA POINT 2020 SCENARIO: VIRAL PANDEMIC Test 1

IF 2020 CAN RESTART, WHAT DO YOU WANT TO CNANGE? VIRAL PANDEMIC IS THE SCENATIO EVERYONE IS FACING AROUND THE WORLD. GOVERNMENT PLACED HEALTH, SCIENCE AND LEADERSHIP AT THE FOREFRONT. AT THIS SITUATION, THE FOLLOWING FUNCTIONS FOR LAB ARE: -Isolated building to stop transmission -Testing lab for new residents -Isolation space for infected person -Community centre and living area -Primary control centre

Test 2

/ LING /

Test 3

零

LAB 0

"Hyper-responsive" Architecture

CLIENTS: Methodology: MAYA_MASH_Signal_Curl Noise_Trails

-Human (infected or not) -Lab medical personnel -Lab manager

Methodology: Rhino_Weaverbird

ARCI 311 Architecture Design II Professor: Derek Kawiti Individual Work

Methodology: Rhino_Weaverbird

Test 4

Methodology: Rhino_MetaBall Height: 120 Count: 22

04.1

Height: 140 Count: 25

04.2

Height: 180 Count: 28

04.3

Height: 200 Count: 32

04.4

Controll the construct domain, height and count number

Test 5

Methodology: MAYA_MASH_Curve_Dynamics_Fields_Vortex_ Trails Frame: 40

05.1

Frame: 60

05.2

Frame: 80

05.3

Frame: 100

05.4

Controll the frame

Self defence system: Located far from city area, building is equipped with self defence system to against extreme condition.

Viral filtering system: Viral filtering system covers whole building to stop virus transmission through air.

100m

01

94m

02

Isolation area: Isolation area is just below resident living area. This helps to protect existing residents.

Vertical transport: Besides vertical lift, there are several vertical transport pipes in the building. They help to keep social distance and save labour.

84m

03

74m

Testing for everyone: Testing centre is located on the ground floor, anyone who want to move in must be tested.

New living system: To continue a nomal humman community.

04

78m

05

72m

09

62m

10

54m

SECTION

46m

01 Master controll room level 2 02 Master controll room level 1 03 Secondary community centre 04 Living area 05 Living area 06 Living area 07 Living area 08 Living area 09 Main community centre level 2 10 Main community centre level 1

06

68m 07 62m 08

11 Double Floor Filter System 12

40m 13 16

34m

14

28m 15

22m

17

18

12m 6m 0m

19

11 Living area 12 Living area 13 Living area 14 Living area 15 Living area 16 Isolation area ICU 17 Isolation area level 2 18 Isolation area level 1 19 Testing centre

LAB ZERO

LAB COMPONENTS

01 MAIN BUILDING BODY High-rise with different functional floors

02 SECONDARY BODY Functional community centre with virus filtering system

03 VERTICAL STRUCTURE Vertical lift, resources transport

04 BUILDING EXTERNAL COVER Virus filtering system

05 GROWING EXTERNAL STRUCTURE Self defence system for extreme weather conditions

Interior Render

Commercial building

Commerical & Residential building

Hard landscape Public carpark Soft landscape Soft landscape Commercial building Commercial building

06

Commerical & Residential building

Masterplan SARC 315 Urban Design Theory and Practice Professor: Chris Mcdonald Individual Work

Commerical & Residential building Commercial building

3D spatial layout

Green open space oriented complex (commercial & residential) Urban development of Taranaki site aims to diverse urban experi ence for different users. Central green open space is predominant for pedestrian and vehicle circulation, which contributes a cohesive framework for centre city integration. Pedestrian and vehicle routes layouts enhance connection with three borders roads, while they lead to a welcoming public space at the city centre. A weave of interior and exterior spaces, defined by the angle of the main grid and building elements setbacks, gives positive visual connections.

Underground and public surface parks release the parking issues, also bring more opportunities for social functions at the site. Height gradient and urban form keep consistency with existing Te Aro ground structure.

Green open space oriented complex

Building height gradient

Entrance

Entrance

Entrance

Key design strategies

Building height gradient

KEY DESIGN STRATEGIES “BIG MOVES“: 2D

Jes

sie

Ebo

Jes

sie

High

Cross site link

The primary link connects Taranaki St and Ebor St, the secondary link connects Jessie St and primary link. This combination helps to create a positive network among three border roads.

They contribute a more accessible site, meanwhile, they help to divide the whole site.

Middle

Gradient of building height

According to the surrounding building heights, the height gradient of the complex is becoming lower from north to south, east to west. This practice helps to keep consistency with the existing building form pattern, also it helps to create a hierarchy of space.

Commerical & Residential Commercial zone Spatial definition

The commercial only zone is located close to the primary road, which leads to more commercial profits. Commercial & Residential zone includes ground floor retails and upper floors residential. The open zone is located in the middle of the site, which establishes a green open space oriented complex.

St

Vehicle

Pedestrian and vehicle circulation

There are two main entrances for the site from Taranaki St, one entrance from Ebor St and one from Jessie St. People can drive through the site to any one of the three border roads. Pedestrian circulates the green open space and middle small commercial area.

nak i St Ebo

Ebo

r St

Jes

sie

St

Open zone

Pedestrian

Tar a

nak i St sie

sie

06

r St

Jes

Jes

Low

Tar a

nak i St Tar a

Ebo

r St

St

05

04

Ebo

r St

St

Cross-site link

Tar a

nak i St Tar a

nak i St Tar a

Ebo

r St

Important link network

03

nak i St

02

01

Active edges

Building front

Respond to the edges

St

Building back

Setbacks of higher components of buildings. The red circle shows the location of the active edges. The middle small commercial buildings have a great visual conanection with green open space at the site.

r St

Jes

sie

Hard landscape Open green space Open space network

St

Landscape grid

Green open space is located in the middle of the site, which contributes to a green open space oriented complex. Car parking just in the north of the vahicle network. It is the public car parking for everyone, and of course, private car parking is near commercial buildings.

MASTER PLAN

REPRESENTATIVE SECTIONS 01 4m

Commercial Commercial Commercial Commercial Commercial

3.2m Residential

Commercial

4m 4.2m

4.2m

Retail

Commercial Retail

Retail

01

Retail

12m

4m

10m

2.5m

8m

6m

m

Sec

tion

10m

02 Sec

tion

1 02 3.2m

8 10

Residential

9

4m

Residential Commercial

9

11

Residential

9 tion

8

2

03

Residential

7 9

Commercial

Residential

10

Sec

Commercial

4m

8

Commercial

Commercial

12

12

4.2m

Commercial

Retail

6 4.2m Retail

Retail

3 5m

12m

12m

3m

20m

6m

10m

18m

12

03

4 12 5

Legends 1. Commercial building, 2-floors retail, 6-floors commercial office, 1-floor underground car park 2. Commercial building, 2-floors retail, 4-floors commercial office, part of top floor roof garden 3. Mixed-use building, 1-floors retail, 2-floors commercial office, 2-floors double-aspect apartment 4. Mixed-use building, 1-floors retail, 2-floors commercial office, 2-floors double-aspect apartment 5. Mixed-use building, 3-floors commercial office, 2-floors double aspect apartment 6. Mixed-use building, 1-floors retail, 2-floors commercial office, 5-floors single-aspect apartment, 2-floors underground car park 7. Soft landscape, central green open space, centre park 8. Soft landscape, street landscape, street tree 9. Hard landscape, surface public car park 10. Hard landscape, paths, activity ground 11. Concrete drive way, cycles, motor vehicles Pedestrain to site 12. Concrete pedestrians, service access Vehicle route to site

Commercial

4.2m Retail

25m

Retail

3m

Retail

15m

6m

Section There are two primary building types at the site, commercial only and mixed-use buildings. Commercial buildings mainly involve ground and first floor retail, and upper floor commercial offices. Mixed-use buildings constitute smaller retail and commercial space, and upper floor apartment. Apartment types are single-aspect apartment and double-aspect apartment. Higher building elements setback to achieve consistency with urban form.

01 RENDERS

01

02

03

07

Apartment Construction Drawings SARC321 Construction Professor: Guy Marriage Individual Work

Building Exterior

Builing Interior KEY

Material and System

1

Combined internal structural system of a rigid frame arranged on a planar grid in conjunction with shear walls. Precast concrete columns and beams interlock with each other. Double Tee system is used for apartment.

2

3

4

5

6

7

Reinforced Contrete Interior Wall

Construction System: Combined internal structur al system of a rigid frame arranged on a planar grid in conjunction with shear walls. Precast NOTES concrete columns and beams interlock with each ALL UNITS IN MM SARC321_Construction_2020_Assignment1_Structural Framewor other. Double Tee system is used for 150mm Precast Reinforced Concrete Floor Slab Curtain walls are all movable glazing panels apartment.

Reinforced Contrete Shear Wall

16600 1200

1700

700

1500

2990

2200

700

1500 2200

700

1500 2200

Core

700

1500

700

1500

2200

350350

2200

1500

500

2200

2500

Reinforced Concrete Column 300mm*300mm, supporting precast primary beams and double tee beam system.

300

450 280

300

A

3 m²

Storage Room

Stairs

5 m²

6 m²

268

Entrance

11 m²

4 m²

6960

Kitchen

Room

Bathroom 2 m² Bathroom 2 m²

13 m²

938

Servier Entrance Room

160mm Reinforced Concrete Interior Wall with polished finish on all sides of wall

860

300

11053

99 m²

Lift

2883

11900

Foyer

5 m²

200mm Reinforced Concrete Shear Wall with polished finish on all sides of wall (Core Wall)

Core: Staircase

INDEX

A100 A101 A102 A103 A104 Main Entrance A105 A106 A107 A108 Core: Lift A109

2200

2200

2200

2200

2200

2200

COVER SHEET GROUND FLOOR PLAN GROUND FLOOR PLAN RCP COLUMN TO PILE FOUNDATION DETAIL POST & BEAM CONNECTION DETAIL 1 APARTMENT FLOOR PLAN APARTMENT FLOOR PLAN RCP POST & BEAM CONNECTION DETAIL 2 SHEAR WALL TO FLOOR SLAB DETAIL PARAPET CONNECTION

320mm Reinforced Concrete Seoul_Group H Shear Wall with polished finish on all sides of wallMembers (Core Wall) Team

BIM MODEL

ChangSlab Liu Exterior Floor

Simone Zoellner Jianming Wu

B Tutor

267 450

1103

1 m²

Outdoor Parking

Storage Room

13 m²

3317

Meeting Room

14400

5080

1085

300mm Reinforced Concrete Shear Wall with polished finish on all sides of wall

Surrounding Building

Main Material: Reinforced Concrete Facade: Exterior Curtain Wall

Ji Jeon

2200

15700

Facede: Exterior Curtain Wall

STRUCTURE PLAN Ground Floor Plan

0

5

10 m

6

HAVC RISER SUPPLY

-/60/60 FRR

COMMS ROOM

-/60/60sm Fire Rated Door

ELECTRICAL CUPBOARD WITH DB

955

10

7

11

6

12

5

13

4

14

3

15

2

16

1

17

154

18

1 A105

2018

1 1 1 1 1 1 1 2 2 1 1

Not in core area: WC riser 480*480 Toilet soil stack 900*300 Toilet exhaust 900*300

3 2 2

Precast Concrete Fire Stairs Exteiror Aluminium Facade

1

DOWN

A109

955

2510 1470

1

Lift 2000*1100 Electrical riser 1500*800 Date riser 1000*500 Comms room 3240*1870 Fire sprinkler 500*500 Wet riser 500*500 Staircase pessurisation riser 1000*500 Kitchenette risers 500*500 HVAC 1500*1200 Ground floor retail shop riser 600*600 Carpark extract 600*600

Aluminiun Railing

2 3 A109

2030

-/60/60sm Fire Rated Door with Steel Finish 860*1980

2344

8

WALL FILL LEGEND

200mm Reinforced Concrete wall (refer to engineer specification）

Reinforced Concrete Wall with Fire-rated Boundary

A107

GF & CP exhaust to exit on the GF

light timber frame construction with 1 layer 13mm GIB fyreline and acoustic insulation on the both sides.

CP EXHAUST

SCHINDLER 3000 LIFT 2000*1100

2745

GF EXHAUST

-/60/60 FRR

STRUCTURE SYSTEM Concrete Rigid Frame Construction with Precast Double Tee System

320mm Reinforced Concrete Shear Wall

HAVC RISER EXHAUST

KITCHEN STRUCTURE PLANEXTRACT

Note:

320 718

2018

200 2510

Core walls are extended for services, one of the apartment bacolny is changed for core use. (refer Assignment 1)

Apartment Balcony Steel Braced Frame with Curtain Glass Facade

1848

TOILET SOIL STACK

UP

-/60/60 FRR

TOILET EXTRACT

-/60/60sm Fire Rated Door with Steel Finish 860*1980

900

KITCHEN ETTE

900

929

WASTE WATER

146

HOT WATER

955

COLD WATER

11900

480 480

480

9

-/60/60sm Fire Rated Door with Steel Finish 820*1980

2760

Apartment Cutting line

480

200mm Reinforced Concrete Shear Wall with Polished Finish on all sides of wall and Fire boundary

STAIRCASE PRESSURISATION

FIRE STAIRS EXIT TO GF

DATA RISER

KITCHEN ETTE

900

KEY: Risers & Measurements

-/60/60 FRR

KITCHEN EXTRACT

9772

900

Refer to Architecture Apartment Plan Grid1 to Grid4

A

5270

846

FIRE SPRINKLER

2540

TOILET SOIL STACK

300

TOILET EXTRACT

300

WET RISER

11620

All interior walls to be 120mm light timber frame construction with 1 layer 13mm GIB fyreline and acoustic insulation on the both sides.

300mm*300mm Precast Reinforced Concrete Colummn (refer to engineers specification)

A103 A104

2200

-/60/60 FRR

1611

2200

7

1

4700

1757

5

300

4

-/60/60 FRR

3

3240

2

-/60/60 FRR

1

ALL UNITS IN MM (MILLIMETERS)

B

N

TYPICAL APARTMENT FLOOR CORE PLAN Status:

Project:

Drawing: Wohnregal Apartments and Ateliers

Apartment Core Floor Plan

Drawn By: Chang Liu 300438979

Date:

01/09/2020

B

A -/60/60sm Pacific Door SPSI-FR with steeel finish

-/60/60sm Pacific Door SPSI-FR with steeel finish Fire Sprinkler

Smoke Detector

Exit Sign

200mm Reinforced Concrete Shear Wall with Polished Finish on all sides of wall and Fire boundary

Precast Concrete Fire Stairs

Fire Sprinkler Aluminiun Railing

360mm*200mm Precast Concrete Beam

Level 4

Level 4

9300

9300 200mm Reinforced Concrete Shear Wall with Polished Finish on all sides of wall and Fire boundary

Ceiling Plan

Ceiling Plan

8780

200mm Reinforced Concrete Shear Wall with Polished Finish on all sides of wall and Fire boundary

8780

1

200mm Reinforced Concrete Shear Wall with Polished Finish on all sides of wall and Fire boundary

300mm*300mm Precast Reinforced Concrete Colummn (refer to engineers specification)

LIFT WELL Steel Braced Frame with Curtain Glass Facade

3 A109

Level 3 Mid Level

Wet riser

DRAWING CONTINUED ON PAGE A104

DRAWING CONTINUED ON PAGE A103

400mm*300mm Precast Reinforced Concrete Primary Beam

Staircase pessurisation riser

A106

2000mm*270mm Precast Reinforced Concrete Double Tee Beams

7750

Steel Braced Frame with Curtain Glass Facade Stairs Support Stringer - 50mm Fire Sprinkler

820mm*1980mm Internal Door

150mm Precast Concrete Floor slab with 13mm Carpet and Fire boundary

2 A109

150mm Precast Concrete Floor slab with 13mm Carpet and Fire boundary

Level 3

6200

Exposed Concrete Flooring

A108

Ceiling Plan

Ceiling Plan

8780

8780

Project:

Drawing: Wohnregal Apartments and Ateliers

Address:

4

5

6

7

Notes A characteristic feature of WICTEC 50SG structural glazing curtain wall is the flush design with slim silicone joints between the glass panes.

System width: Internal aluminium profiles 50mm External silicone joint 23mm

5

1 : 200

Address:

1 : 20

Berlin, Germany

240

200

Date:

01/09/2020

Sheet No:

A104

108 100 75

Level 4

370

1 A102

9300 Louvretec motorised 200mm maxi louvre spiral pivot on super elam street passive frame Fixed bracket mounting to building with 4 bolts

2000mm*270mm Precast Reinforced Concrete Double Tee Beams

Feltex Residential Carpets AMESBURY 017048 3600mm width 13mm thickness

Drawn By: Chang Liu 300438979 Project No. SARC321_Construction Assignment 2

Section Part Two

B

300mm*300mm Precast Reinforced Concrete Colummn with intumescent paint finish(refer to engineers specification)

Typical Apartment Plan

Drawing:

Drawn Scale:

300

4

B

A103

Ideal for shade, shelter, adjustable privacy - the wide spanning capabilities and elegant lines cover a wide range of installation options.

3

TYPICAL APARTMENT FLOOR CORE SECTION Wohnregal Apartments and Ateliers

200mm maxi louvre Spiral pivot in Super elam Street Structural Frame with SubFrame vertical panel - motorised vertical blades

WICTEC 50SG Structural glazing curtain wall

A

Project:

Assignment 2 Document

63 200

3

Status:

01/09/2020

400

2

Date:

Seoul_Group H Sheet No:

1 : 20

Berlin, Germany

1

Drawn By: Chang Liu 300438979 Project No. SARC321_Construction Assignment 2

Section Part One

Drawn Scale:

360

Assignment 2 Document

160

Status:

Seoul_Group H

1

Level 3

1

6200

Sealant and closed cell backer rod with weep holes to allow for hrad flashing drainage

400mm*300mm Precast Reinforced Concrete Primary Beam

Exterior air seal Interior air seal

Apartment Interior Timber still panel over WICTEC 50SG sill to form perimeter trunking for data and cables

300mm*300mm Precast Reinforced Concrete Colummn with intumescent paint finish(refer to engineers specification)

300

2170

338

115

75 100 105 175 80

A105

WICTEC 50SG botton still

Feltex Residential Carpets AMESBURY 017048 3600mm width 13mm thickness

Flashing and drip edge to meet waterproofing requirements

150mm Precast Concrete Floor slab

Grid/Mullions

188

188

188

188

1100

188

188

188

188

188

188

188

188

1100

188

188 1100

188

188

188

188

370 188

188

188

142

249

Level 3

6200

1100

4400

Structural Bay

A106

Louvretec motorised 200mm maxi louvre spiral pivot on super elam street drive frame 200 63

203

1 layer Waterproofing

Louvretech 200mm maxi sun louvre with timber finish

Apartment Exterior

1 : 20

Timber still panel over WICTEC 50SG sill

30

Super elam street structural sub-frame

2

30*15mm timber framing studs 13mm GIB standard finish to apartment interior

1 20 0

Louvers

WICTEC 50SG middle transom in anodised finish WICTEC 50SG 4 sided unitised curtain glass system, with double glazed laminated glass in clear

WICTEC 50SG mullion in anodised finish

100

Facade Plan

2774

B

WICTEC 50SG 4 sided unitised curtain glass system, with double glazed laminated glass in clear 50

Fixed bracket mounting to building with 4 bolts

Louvretec motorised 200mm maxi louvre spiral pivot on super elam street structural frame

Super elam street structural sub-frame Louvretech 200mm maxi sun louvre with timber finish 2160

WICTEC 50SG botton still

300

WICTEC 50SG head meeting concrete up stand with flashing tape

200mm Precast Reinforced Concrete external wall (refer to engineers specification)

FACADE PLAN Status:

Project:

Drawing:

Drawn By: Chang Liu

FACADE SECTION Date:

07/10/2020

Status:

Project:

Drawing:

Drawn By: Chang Liu

Date:

07/10/2020

DETAIL DRAWINGS 3 Pile Cap - One Pile

Rebar (refer to SE typically)

Rebar (refer to SE typically)

Stirrups (refer to SE typically)

Stirrups (refer to SE typically) 300

Raft Slab

Raft Slab

Pile Cap - One Pile

Pile Cap - One Pile

3

3

600

600mm Diameter Pile

600

600

300

600

600

Reinforced Concrete Column 300mm*300mm

3

Pile Cap - One Pile

Foundation Top

B

30 0

-30

The main bars are bentat both ends

227

480

Protection Board

Water Proofing Material

600

-30 The main bars are bentat both ends 227

Protection Board

Water Proofing Material

600mm Diameter Pile

120

Column to Piles Foundation Plan Column to Piles Foundation Plan 1

2

1 : 10

1 : 10

1 : 10

150

200

50

200

50

Level 2

3100

3100

Bearing Pad between Primary Beam and Secondary Beam

Bearing Pad between Primary Beam and Secondary Beam

348

B

400mm*300mm Precast Reinforced Concrete Primary Beam

Post & Beams Plan 1 : 10

POST&BEAM PLAN

1

Rebar (refer to SE typically) Post & Beams Plan

1 : 10

A103

Date:

Chang Liu 300438979

28/07/2020

Project No.

Sheet No:

A103

SARC321_Construction Assignment 1

Reinforced Concrete Column 300mm*300mm

Reinforced Concrete Column 300mm*300mm

Clip angle welded to anchor plate + AnchorClip boltangle welded to anchor plate + Anchor bolt

Level 2

Rebar (refer to SE typically)

300

Drawn By:

300

Precast Reinforced Concrete Double Tee Beam, 2200mm Spacing

Rebar (refer to SE typically)

B

300 348

Date:

Chang Liu

28/07/2020 4 Foundation Column 300438979to Pile Detail Project No. Sheet No:

Drawn Scale: SARC321_Construction 1 Assignment : 10 1

Berlin, Stressed WiresGermany (refer to SE typically) 1 : 10

398

40

300 40

300 400mm*300mm Precast Reinforced Concrete Primary Beam

Address: Drawn Scale:

Precast Reinforced Concrete Double Tee Beam, 2200mm Spacing

200 Rebar (refer to SE & typically) Post Beam

2

Stirrups (refer to SE typically)

Stirrups (refer 1 : to 10SE typically)

Reinforced Concrete Column 300mm*300mm

Reinforced Concrete Column 300mm*300mm

152

200

50

120mm Thick Solid Block Wall

152

398

Drawing:Drawn By:

4 Column to Pile Foundation Detail

300

3

300

150

50

Ground

50

200

50

50

200

50 68

---

Ground

120

250

---

300

50

200

-

600

50mm Sand Blinding

150mm Precast Reinforced Concrete Floor Slab and Ateliers Wohnregal Apartments

Berlin, Germany Stressed Wires (refer to SE typically)

3

-

1

Assignment 1 Address: Document

Stressed Wires (refer to SE typically)

200

120

50mm Sand Blinding

Project: Drawing:

200

Stressed Wires (refer to SE typically)

Assignment H 1 Seoul_Group Precast ReinforcedDocument Concrete Double Tee Beam

150mm Precast Reinforced Floorand Slab WohnregalConcrete Apartments Ateliers

200

Precast Reinforced Concrete Double Tee Beam

300

COLUMN TO PILES FOUNDATION SECTION Project: Status:

300

Seoul_Group H

300

Column to Piles Foundation Section Column to Piles Foundation Section 120mm Thick Solid Block Wall 2

COLUMN TO PILES FOUNDATION PLAN Status:

120

600

50 68

1 : 10

300

200

1

50

600mm Diameter Pile

50

150

600

Foundation Top

B

250

30 0

Ground Floor Plan 0

150

---

Ground Floor Plan 0

20 100 30

300

---

300

480

Reinforced Concrete 300 Column 300mm*300mm

300

Reinforced Concrete Column 300mm*300mm

20 100 30

600

600mm Diameter Pile

Reinforced Concrete Column 300mm*300mm

Section

2

300

200

Post & Beam Section 1 : 10

POST&BEAM SECTION

200

300

200

400mm*300mm Precast Reinforced Concrete Primary Beam

400mm*300mm Precast Reinforced Concrete Primary Beam

Anchor Plate (refer to SE typically)

Anchor Plate (refer to SE typically)

Anchor Bolt (refer to SE typically)

Anchor Bolt (refer to SE typically)

WICTEC 50SG vertical mullion in anodised finish

DETAIL DRAWINGS

WICTEC 50SG Structural glazing curtain wall Double glazing

WICTEC 50SG botton still

Timber still panel over WICTEC 50SG sill 30*15mm timber framing top stud 13mm GIB standard finish to apartment interior Flashing and drip edge to meet waterproofing requirements 35*10mm timber framing stud Feltex Residential Carpets AMESBURY 017048 3600mm width 13mm thickness

Louvretech 200mm maxi sun louvre with timber finish

150mm Precast Concrete Floor slab

Louvretec motorised 200mm maxi louvre spiral pivot on super elam street structural frame

Smoke seal urthethane sealant along full length of floor slab Fixed bracket mounting to building with 4 bolts

20mm ROCKWOOL SP120 Firestop slab insulation to prevent fire spread between floors along full length of floor slab

B

1

Status:

A102

60mm timber still panel over WICTEC 50SG sill to form perimeter trunking for data and cables

FACADE DETAIL 3D CUTAWAY

200mm Precast Reinforced Concrete external wall (refer to engineers specification)

35*20mm timber framing stud

Seoul_Group H

Project:

5

Drawing: Wohnregal Apartments and Ateliers

Assignment 3 Document

Feltex Residential Carpets AMESBURY 017048 3600mm width 13mm thickness

Drawn By: 6 6 Chang Liu 300438979 130 105 20 Project No. SARC321_Construction Assignment 3

Detail 2 3D Cutaway

267

Drawn Scale:

Address: Berlin, Germany

Date:

07/10/2020

Sheet No:

A107

Insulating glazing unit Super elam street structural sub-frame

Timber still panel over WICTEC 50SG sill

Louvretech 200mm maxi sun louvre with timber finish

WICTEC 50SG botton still 50 80

30*15mm timber framing stud

WICTEC 50SG vertical mullion in anodised finish

Preset glazing gaskets with vulcanized corners

20 0

Super elam street structural sub-frame

230

Waterproofing layer

Fixed bracket mounting to building with 4 bolts (refer to engineers specification)

150mm Precast Concrete Floor slab

150

100 75

0° 45.0

30

6200 142

211

Level 3

63

100

225 185 10

75

52

Louvretec motorised 200mm maxi louvre spiral pivot on super elam street structural frame

63

Louvers spacing

Flashing and drip edge to meet waterproofing requirements

Louver botton connecting with drive frame

72

23

105

6

Motor

Fixed bracket mounting to building with 4 bolts (refer to engineers specification)

Feltex Residential Carpets AMESBURY 017048 3600mm width 13mm thickness 100

100

Pressure plate

300mm*300mm Precast Reinforced Concrete Colummn with intumescent paint finish(refer to engineers specification)

460

6 20 6

50

Gap between glazing system and louvers

188

slim silicone joints

13mm GIB standard finish to apartment interior

Snap cap Pressure plate

188

10

50

130

slim silicone joints

188

30

35*10mm timber framing stud 10

Preset glazing gaskets with vulcanized corners

Insulating glazing unit

WICTEC 50SG botton still

75

Louvretec motorised 200mm maxi louvre spiral pivot on super elam street drive frame Motor 200mm Precast Reinforced Concrete external wall (refer to engineers specification)

Smoke seal urthethane sealant along full length of floor slab

Louvretech 200mm maxi sun louvre with timber finish

FACADE DETAIL PLAN

20mm ROCKWOOL SP120 Firestop slab insulation to prevent fire spread between floors along full length of floor slab 35*20mm timber framing stud

200

FACADE DETAIL SECTION

08

Xinjiang Vocational and Technical College No. 14 student apartment construction project design Internship Group Work Dec. 2019 Xinjiang Corps Survey and Design Institute (Group) Co., Ltd. Participate in initial design concept drawings, construction detail drawings, renders and tendering documents. The following drawings are mainly designed and drawn by myself.

Location of the case

Design area of this case

Urumqi City Center Urumqi

Project Location

College Master Plan

DESIGN A

Axis intersection Site grid

Site Grid

Traffic Flow

Green landscape Pond Relationship axis

DESIGN A CONSTRUCTION DRAWINGS Apartment Room

Ground Floor Plan

Comms room

First Floor Plan

Landscape Analysis Traffic

Fire lanes Pedestrian route

Construction material storage yard Tower crane operating range

Construction site analysis

Risers

Second to Seventh Floor Plan

Roof Plan

DESIGN B

Axis intersection Site grid

Site Grid

Traffic Flow

Green landscape Pond Relationship axis

DESIGN B CONSTRUCTION DRAWINGS Apartment Room

Ground Floor Plan

Comms room

Landscape Analysis Traffic

Fire lanes Pedestrian route

Construction material storage yard Tower crane operating range

Construction site analysis

Risers

First Floor to Seventh Floor Plan

Roof Plan

DESIGN A RENDERS

DESIGN B RENDERS

01

02

01

03

02

03

LANDSCAPE RENDERS 01

02

03