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 awareď€ 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 secď€ 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 inspiraď€ 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 topograď€ 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 experiď€ 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