TIME FRAME

ABPL90074: LANDSCAPE DETAIL DESIGN, SEMESTER 02 2021

TIME FRAME Ru LIu 1257246 TUTOR: Dr. Sidh Sintusingha

CONTENT • EXISTING CONDITION...............................3-4 • SITE ANALYSIS ...............................5-9 • PRECEDENTS ...............................10-12 • DESIGN CONCEPT ............................... 13 •DESIGN ITERATION ...............................14-16 •MATERIAL EXPLORATION.........................17-19 •STRUCTURE MODEL TEST.........................20-21 •PROCESS PIN UP ...............................22 •RANDERING ...............................23-24 •CONSTRUCTION DRAWINGS....................25-38 •REFERENCE

...............................39

SIDNEY MYER ASIA CENTRE As the name implies, the Sidney Myer Asia Centre houses the Asia Institute as well as other Asian Studies-related institutions. It houses classrooms as well as the Carrillo Gantner Theatre. Nation Fender Katsalidis created it. It is intended to meet the demands of both a university's teaching and exhibition space, as well as the executive offices of an education/business company, Asialink. The building will be placed on the University's main entry axis and will constitute the southern edge of a masterplanned principal entry plaza.

The general color scheme of the building is bright, with the exception of the Spirit Wall in the corners, which serves as a buffer between the Potter and the Alice Hoy Building on Monash Road.

• The splendid water feature at the entrance of the SMAC designed by FIona da Preu.

•The Spitit Wall in the north-eastern corner was designed

by Akio Makigawa

SIDNEY MYER ASIA CENTRE SITE SELECTION MATERIAL TRANSITIONS There are three ground materials stitched together around the corner (towards to the entrance of Unimelb along Monash Road).

Note: more information relate to materials refers to page 8.

Before COVID-19, this corner was a very busy junction because it is directly connected to one of the entrances to University of Melbourne Parkvill Campus. Pedestrians needs to pass through this corner towards to different places and stay here for a while waiting for traffic lights.

Images by Tianyi Liu

Vehicle Laneway

ASPHALT PATHWAY & LEVEL CHNAGE The pedestrian pathways basically use asphalt as the ground materials. There is a more obvious level change from east to west, a slow slope from north to south Note: more information relate to materials refers to page 8.

HOT DAYS

LEGEND Tram Station East of The Spirit Wall Pedestrian Pathway Waiting Areas 0

2

4

6

8(m)

1:200

Images by Tianyi Liu

STOP POINTS

Image from Google Images

These places are waiting areas, and carrying a large number of pedestrians almost every day espcially during teaching period, open days and other specific periods.

Trees are planted on both sides of Swanston Street to provide shade in hot days. However, there is no natural or artificial canopy for shading and rainwater collection in this corner. Considering the large pedestrian traffic over there, a canopy should be set up over here.

Image from Google Images

NIGHT

THE SPIRIT WALL Traffic Light

More information of the Spirit Wall refers to page 6.

Rubbish Bin Signage

Images by Tianyi Liu Bicycle Racks

SIDNEY MYER ASIA CENTRE Vision glass is the main material of the Sidney Myer Asia Centre, and its color scheme is more brigher than the surroundings.

Note: more information of the building refers to page 3.

Image from Google Street View

Image from Google Images Tram Station

There are no extra lights except on the main road. Plenty of pedestrians are still passing through this busy junction especially in winter. (Students and staff often leave work after get dark due to short sunshine duration in Winter.)

SITE ANALYSIS - SHADE FEBRUARY 1st.

APRIL 1st.

JUNE 21st.

OCTOBER 1st.

8AM

8AM

8AM

8AM

12PM

12PM

12PM

12PM

4PM

4PM

4PM

4PM

SITE ANALYSIS THE SPIRIT WALL Artist: Akio Makigawa Location: Melbourne, Australia Design and Construction Period: 1999 - 2001 Structure: Corten Steel Structure Photos from Tianyi Liu Monash Road

Spirit Wall is installed on the facade of the Sidney Myer Asia Centre and surrounded by Swanston Street and Monash Roads. This monumental sculpture adds to the artistic fabric of the neighborhood and serves as an important landmark at the entrance to the Parkvill campus. During the nonepodemic period, the junction carries a large number of pedestrians every day.

Spirit Wall was Akio Makigawa's last work during his lifetime and is defined as the sum of his sculptural career. The work coalesces the symbols often used by the artist. The pods and buds represent birth and growth, while water symbolizes life. The five simplified houses refer to the five continents of the world, while the ring is a symbol of the Eastern Paradise.

Extract elements from the Spirit Wall

Swanstone Street

SITE ANALYSIS - MOVEMENT

LEGEND

PETER HALL BUILDING

Study Area Bicycle Movements towards to Study Area Pedestrian Movements towards to Study Area

MOVEMENTS H O M E .T W O FRONT YARD

1. Pedestrain traffic from the east especially tram stop

2. Pedestrain traffic from the west (University entry)

Monash

Scale 1:250 @A3

Road

THE SPIR

IT WALL

3. Pedestrain traffic from the north

STUDY AREA

4. Pedestrain traffic from the South

Annually Pedestrian Count Average at Swanston Street and Monash Road in 2019

COMME RCIAL F RONTA & APAR GES TMENT

TOP

SWANST ON STRE E

0am 1am 2am 3am 4am 5am 6am 7am 8am 9am 10am 11am 12pm 1pm 2pm 3pm 4pm 5pm 6pm 7pm 8pm 9pm 10pm 11pm

TRAM S

SIDNEY MYER ASIA CENTRE

T

ET

Pedestrian count on weekdays Pedestrian count on weekends

SWANST ON STRE

1000 900 800 700 600 500 400 300 200 100 o

PARKING

SITE ANALYSIS - VISUAL CONE/VIEW PETER HALL BUILDING People coming out of the parking

Pedestrians from north

20°

20°

Students or Staffs from UOM

20°

Obstacles that affect the line of sight

THE SPIR

IT WALL

20°

Pedestrians waiting across the street Bicycle Laneway

20°

Cyclists and Drivers

Pathway

20° Passengers getting off the tram

20° SIDNEY MYER ASIA CENTRE Pedestrians from south or the building

Scale 1:250 @A3

The Sipirit Wall Facade

Laneway

Tram Stop Waiting Area

Laneway

SITE ANALYSIS - MATERIALS MATERIAL TRANSITIONS IN THE SELECTED SITE

Bluestone Bricks Paving

Visio Glasses Building Facade

Concrete Column

Asphalt Paving Yellow Bricks Paving

Rusted Corten Steel Facade

Steel Fence

Bluestone Bricks Yellow Bricks

Bluestone Stairs

Blue Stone Edge Asphalt Paving

Rusted Corten Steel Facade

Bluestone Bricks Asphalt Paving

COLOR SCHEME

The overall visual effects in this corner seems give pedestrian a sense of big contrast by combining cold color and warm color.

Images by Tianyi Liu

Concrete Column

PRECEDENT 01 FRAME SCULPTURE This large steel sculpture located at a large garden near Wetherby, and it was designed by Chris to act as the focal point in a very large open garden. The garden has fantastic open views across the North Yorkshire countryside and the Frame is designed to emphasise these views, creating a picture of the ever changing view from the main house. The gently raised landform crescent was formed to encompass the frame and semi-mature trees were planted within the garden.

Picture Frame by Richard Caink, on the Irwell Valley Sculpture Trail.

Photograph: Alamy. From: https://www.theguardian.com/travel/2021/apr/15/10best-places-outdoor-art-in-uk-chosen-by-readers

Modern garden with crisp paving and large sculptural piece

The sculpture in the winter snow

The long distance view through the Frame

Shadow and tall grasses

Frame Sculpture by Chris at Large Garden Wetherby. From: http://www.paperbark.co.uk/portfolio/gardenlandscaping-extensive-portfolio/frame-sculpture-at-large-garden-wetherby

Picture credits: Ashley Jackson. Source from: https://www.framingthelandscape. co.uk/spectacular-view-from-holme-moss/photo-of-frame-andy-leader/

PRECEDENT 02

M WOODS Entrance Revitalization

Location: Beijing, China Client: M WOODS Design Firm: Vector Architects Principal Architect: Gong Dong Site Architect: Dongping Sun Design Team: Dongping Sun, Yinxi Lu Structural Consultant: Lixin Ji Design Period: 01/2016 - 02/2016 Construction Period: 02/2016 - 03/2016 Structure: Steel Structure Photos credit: Xia Zhi

How we see the evolution of the city

Keep the original architectural appearance

The overlapping of new and old

All steps (design+construction) must be completed within 40 days

Limited Counterfeiting

A More Lively Condition Material Palette The design team chose "galvanized iron wire mesh" as the material of choice due to the critical condition. For one thing, it has the translucecy we were looking for and it has a "light" status. Secondly, it is a "self-supporting" tensile material, se the use of this material allows design team to eliminate the need for longitudinal keel construction, while the necessary transverse keel can be easily fixed to the original structure, thus reducing the cost and time of construction. In addition, the translucent quality of the metal mesh makes a hue difference to the north facade of the original building entrance. During the daytime it guides the sunlight and enlivens the north facade, which was originally covered in shadow.

M WOODS Entrance: The overlapping of new and old

A public space for passerby to rest and children to play

The starting point of the design is 'how we see the evolution of the city'. Over the past 20 years, China's urbanization has undergone a rapid process of development in which a large number of old houses, streets, neighborhoods, and even topography have been mercilessly erased and replaced with a "new look" of new planning and design. Today, more and more people are aware of the problems that this approach brings, as the spaces around us become more and more alien and uniform, and our emotions become more and more detached from the habitat we live in. The factory we are dealing with this time is not a heritage or heritage-protected building, but we believe that every era of architecture, even the most ordinary construction, is a very valuable part of the city, bearing the traces of time. Therefore, our strategy is not to change the original building, but to use a new layer of translucent material on top of it to create a superposition of the old and the new. This is to use the translucency of the new material to create a new state of the city together with the old building, rather than to create a new existence by demolishing and renovating the old building.

While experiencing the new, people can still feel the old behind it and read the historical information derived from the city step by step.

Glavanized Iron Wire Mesh

Weathering Steel

Laminated Bamboo Slate

Light; Flat mesh; Strong Corrosion resistance; Environmental protection and structure; Strong integrity; Tensile strength easy regeneration, good antiGood corrosion resistanc; pull and pressure resistance Easy to construct

Design Process and Details

The designer writes down a series of elements that he wants or might apply to the site, then makes a choice based on the site conditions.

Plan

Sketches

Sketching the perspective of the site and showing how the structure could be applied to the site and start considering the function of the site.

Elevation & Section

M Woods Entrance Revitalization, Vector Architecst, Gooood, Source from: https://www.gooood.cn/m-woods-entrance-revitalization-by-vector-architects.htm

Deciding on the final design concept, which is Urban Fusion.

Revitalizing the site by bringing together art, time and life.

Existing - After the project is completed

DESIGN CONCEPT The design concept is to deepen the sense of pedestrians passing by and looking at the site from all around through strong contrasts and to provoke deep thoughts about time and life, which echoing Makigawa's beliefs conveyed through the Spirit Wall.

INCREASE ATTENTION TO THE SPIRIT WALL

NON-SUBJECTIVE PERFORMANCE ART: "FRAME/ FREEZE INSTANTANEOU"

Images from Google Image

LIGHT AND SHADOW

PAUSE POINT / RESTING PLACE

DESIGN ITERATION

DESIGN ITERATION 1.

2.

3.

1.Concept Modelling in Rhino 2. Randering the Design 3. Physical Model in 1:20 However, Solutions that do not take into account the details of the construction usually result in a series of situations that do not meet expectations.

I modeling , randered the design projects and even finished the physical model as soon as I determined my final design expectations. However, the process is direectly from the design concept to the fianl outcome without any thinking and test that whether the design expectations can really be implemented into the site.

Then I was try to research some construction methods relevent to my design concept, but I do not quite understand because of the lack of relevant experience and professional knowledge. Therefore, I carried out a series of material test, and the test result also proves that the presentation of design concept and final outcome needs to be coordinated and perfected step by step through detailed design.

MATERIAL BOARD

Mirror Polished Stainless Steel In order to continue the characteristics of big contrast of the ground material, the use of mirror-polished stainless steel to compare with the existing weathering steel can form a strong visual effect and make the "new" and "old" coexist in a unified space.

Rusted Corten Steel Weathering steel is widely used in outdoor sculptures, furniture, etc. because of its resistance to rust and its distressed appearance, especially works that want to convey the concept of time. The weathering steel bench designed here is to act as a sort of elements extension of The Spirit Wall.

Image from Google Images

Recycled Timber Timber is widely used in street furniture because of its high comfort and strong naturalness. Benches made of wood have obvious advantages over steel seats in the sun, and are more comfortable

MATERIAL TEST - TOUR STAINLESS STEEL WORKSHOP

FURNITURE FACTORY

The studio is filled with a large number of stainless steel with different treatments

There are many ways to connect wood to each other, such as: nailing, mortise and tenon construction, special glue for wood products, etc. One of the strongest ways is mortise and tenon construction

Stainless steel that has been welded (spot welded) but not subsequently treated

Cutting of Stainless Steel

Welding Stainless Steel

Discuss with professionals how my design should be implemented

REFLECTIVITY

> >

304 Mirror Polished Stainless Steel - General

Some Samples of Stainless Steel

>

304 Mirror Polished Stainless Steel - Pink

>

304 Mirror Polished Stainless Steel - Black

> 304 Mirror Polished Stainless Steel Ripple

> 304 Polished Stainless Steel - Pink

304 Polished Stainless Steel - Black

LEVEL OF BLENDING

>

304 Mirror Polished Stainless Steel Ripple

>

304 Mirror Polished Stainless Steel - General

>

304 Mirror Polished Stainless Steel - Pink

>

304 Mirror Polished Stainless Steel - Black

>

304 Polished Stainless Steel General

Mirror reflection strength is directly proportional to the degree of blending, not yet found a high degree of reflection and less shaking material

>

304 Polished Stainless Steel - Pink

304 Polished Stainless Steel - Black

MATERIAL TEST - SKELETON

Physical Model Scale: 1:10

I chose to use wood instead of stainless steel pipe here because of the difficulty of using real stainless steel pipe to make the skeleton.

The structure without Skeleton is very easy to bend even if it is squeezed by hand

Tester Height: 1.67m Tester Weight: 52kg The structure with keel can easily bear the weight of an adult of 52kg or more.

REFINE DESIGN

BY DETAILS Pin up all the drawings (hand drawings, CAD drawings) on the wall and see if it works well, where still have potential or need to be accurate.

CONSTRUCTION DRAWINGS • CONTEXT PLAN • MASTER PLAN • FRAM DETAILS • FRAME TOP SKELETON • FRAME FOUNDATION • BENCH SETS •CORTEN STEEL-TIMBER BENCH •CORTEN CORNER BENCH •CORTEN LONG BENCH 01 •CORTEN LONG BENCH 02 • REMOVABLE STANDING TABLE • REMOVABLE SINGLE SEATS

SIDNEY MYER ASIA CENTRE

RING

3000

RUBBISH BIN

2420

3700

MIRROR POLISHED STAINLESS STEEL FRAME TOP 6550

02 015

4015

3334

2218

500

4583

BICYCLE RACK

REMOVE ORIGINAL RUBBISH BIN

TGSI TRAFFIC LIGHT

TRAFFIC LIGHT

BICYCLE LANE

CROSSWALK

CROSSWALK PROJECT TITLE

CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

'TIME FRAME' Master Plan

University of Melbourne

Ru Liu 1257246

DRAWING NO. MP-01 DATE July-October, 2021 SHEET 15

SCALE 1:45 @A3

3049

00 303

00 408

REMOVABLE STANDING TABLE

1900

FRAME

5

87

REMOVABLE SINGLE SEAT

00 409

2779

CORTEN STEEL BENCH SETS

A 406

B 015

CORTEN STEEL BENCH SETS

SUBJECT AND CODE

DRAWING NO.

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DATE

DRAWING TITLE

DESIGNER

PROJECT TITLE

'TIME FRAME' Design Plan

CLIENT

University of Melbourne

Ru Liu 1257246

July-October, 2021 SHEET

SCALE 1:25 @A3

Chemical Polishing 304 Grade Stainless Steel.

Refer to Engineer.

Step 6: Frame Top Finish

600x600x2mm 304 Grade Stainless Steel.

Refer to Engineer.

Step 5: Welding 2mm Polished Stainless Steel. Refer to Engineer

600x600x2mm 304 Grade Stainless Steel.

Refer to Engineer.

50x50x50mm Stainless Steel Tube.

Refer to Engineer.

Step 4: Welding 45° Stainless Steel Tube. Refer to Engineer °

90

50x50x50mm Stainless Steel Tube.

Refer to Engineer.

50

Step 3: Welding Vertical Supports Stainless Steel Tube 600

0

50x50x50mm Stainless Steel Tube.

Refer to Engineer.

500

6550x50x50mm Stainless Steel Tube.

Refer to Engineer.

50

Step 2: Welding Structure 6550

Step 2: Materials Preparation

01 303 PROJECT TITLE

CLIENT

'TIME FRAME'-The Spirit Wall

'TIME FRAME' Frame Top Process

SUBJECT AND CODE ABPL 90074 Landscape Detail Design DESIGNER

DRAWING TITLE University of Melbourne

FRAME TOP WELDING PROCESS

Ru Liu 1257246

1:50@A3 DRAWING NO. No.4 DATE July-October, 2021 SHEET 03

SCALE 1:50 @A3

45°

10mm Thick Mirror Polished Stainless Steel.

Refer to Engineer Welding Skeleton. Refer to Engineer

M30 Anchor Bolts x8, Refer to Engineer Steel Base Plate. Refer to Engineer.

Grout. Refer to Engineer.

Ground

Anchor Rod. Refer to Engineer

Damage Threads. Refer to Engineer.

Anchor Nut. Refer to Engineer.

Concrete Footing.

Refer to Engineer.

02 304

FRAME UNDERGROUND SUPPORT 1:15@A3

PROJECT TITLE

CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

'TIME FRAME' Frame Side Section

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.15 DATE July-October, 2021 SHEET

04

SCALE 1:15 @A3

0

0

90

60

15 408

12 408

0

90

160

11 408

° 145 900

350

01 406

1200

Bench Corner

Corten Steel Long Bench 01

470

Corten Steel-Timber Bench

06 407

Coten Steel Long Bench 02

470

400

600

14 409

06 407

01 406

1200

PROJECT TITLE

350

CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

CORTEN STEEL BENCH SET

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.6 DATE July-October, 2021 SHEET 05

SCALE 1:20 @A3

30-35mm of size 6mm A2 Stainless Steel Coach Bolt. Refer to engineer.

R2 0

75 x 400 x 60mm Recycled Timber. Refer to Engineer.

35mm of size 7mm 'Hot mix asphalt' wearing course, type N'

10mm thick ASTM A242 Corten Steel, Type 1.

Refer to Engineer.

65mm of size 14mm 'Hot mix asphalt' base course, type N Compacted crushed rock 02 406

FRONT VIEW SECTION 1:20@A3

CORTEN STEEL-TIMBER BENCH PLAN

600 560

20mm Wide 10mm Thick ASTM A242 Corten Steel, Tpye 1 for connect another steel plate. Refer to Engineer.

1:20@A3

35mm of size 7mm 'Hot mix asphalt' wearing course, type N'

470

0

600

Stainless Steel Wedge Anchors. Refer to Engineer.

300x300x700mm C2O Concrete Footing x2. Refer to Engineer 35mm of size 7mm 'Hot mix asphalt' wearing course, type N' 65mm of size 14mm 'Hot mix asphalt' base course, type N Compacted crushed rock

03 406

LEFT SIDE SECTION 1:20@A3

Stainless Steel Wedge Anchors. Refer to Engineer.

300x300x700mm C2O Concrete Footing x2. Refer to Engineer.

Compacted crushed rock

04 406

RIGHT SIDE SECTION 1:20@A3

30-35mm of size 6mm A2 Stainless Steel Coach Bolt.

Refer to Engineer.

35mm of size 7mm 'Hot mix asphalt' wearing course, type N'

R2

0

400

260

R2

Steel-to-Steel Self-Drilling Screws.

Refer to Engineer.

100

65mm of size 14mm 'Hot mix asphalt' base course, type N

600x470x10mm ASTM A242 Corten Steel, Type 1. Refer to Engineer.

0

R2

50

01 406

300x300x700mm C2O Concrete Footing x2. Refer to Engineer.

60

200

0

R2

470

900 1200

Stainless Steel Wedge Anchors. Refer to Engineer.

259 60

75 x 400 x 60mm Recycled Timber. Refer to Engineer

30-35mm of size 6mm A2 Stainless Steel Coach Bolt.

Refer to Engineer.

400

600

0

10mm thick ASTM A242 Corten Steel, Type 1. Refer to Engineer.

470

R2

470

75

10mm thick ASTM A242 Corten Steel, Type 1.

Refer to Engineer.

Stainless Steel Wedge Anchors. Refer to Engineer.

65mm of size 14mm 'Hot mix asphalt' base course, type N

300x300x700mm C2O Concrete Footing x2. Refer to Engineer.

Compacted crushed rock

05 406

75 x 400 x 60mm Recycled Timber. Refer to Engineer

CUT SECTION 1:15@A3

PROJECT TITLE

CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

Corten Steel-Timber Bench Details

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.7 DATE July-October, 2021 SHEET 06

SCALE @A3

10mm thick ASTM A242 Corten Steel, Type 1.

Refer to Engineer.

160

658

CORTEN STEEL CORNER BENCH PLAN 1:15@A3

Place directly on the ground

470

35mm of size 7mm 'Hot mix asphalt' wearing course, type N' 65mm of size 14mm 'Hot mix asphalt' base course, type N

Steel-to-Steel Self-Drilling Screws.

Refer to Engineer.

353 06 407

667

0

10mm thick ASTM A242 Corten Steel, Type 1.

Refer to Engineer.

628 573

600

317

R2

10mm thick ASTM A242 Corten Steel, Type 1. Refer to Engineer.

07 407

Compacted crushed rock

CORTEN STEEL CORNER BENCH ELEVATION

08 407

1:15@A3

FRONT VIEW 1:15@A3

Steel-to-Steel Self-Drilling Screws.

Refer to Engineer.

674 305

10mm thick ASTM A242 Corten Steel, Type 1. Refer to Engineer.

10mm thick ASTM A242 Corten Steel, Type 1. Refer to Engineer.

629

Place directly on the ground

470

470

Place directly on the ground 35mm of size 7mm 'Hot mix asphalt' wearing course, type N' 65mm of size 14mm 'Hot mix asphalt' base course, type N

35mm of size 7mm 'Hot mix asphalt' wearing course, type N' 65mm of size 14mm 'Hot mix asphalt' base course, type N

Compacted crushed rock 09 407

BACK VIEW ELEVATION 1:15@A3

Compacted crushed rock 10 407

MIDDLE CUT SECTION

PROJECT TITLE

1:15@A3

CLIENT

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design DESIGNER

DRAWING TITLE Bench Corner Details

SUBJECT AND CODE

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.8 DATE July-October, 2021 SHEET 07

SCALE 1:15 @A3

50

0

600

R2

Stainless Steel Wedge Anchors. Refer to Engineer.

580x100x10mm Corten Steel Plate for connect undergroud.

Refer to Engineer.

470

20mm Wide 10mm Thick ASTM A242 Corten Steel, Tpye 1 for connect another steel plate.

Refer to Engineer.

35mm of size 7mm 'Hot mix asphalt' wearing course, type N'

600

20

R

900

10mm thick ASTM A242 Corten Steel, Type 1. Refer to Engineer.

65mm of size 14mm 'Hot mix asphalt' base course, type N

300x300x700mm C2O Concrete Footing x2. Refer to Engineer.

Compacted crushed rock CORTEN STEEL LONG BENCH 01 PLAN

12 408

1:15@A3

20mm Wide 10mm Thick ASTM A242 Corten Steel, Tpye 1 for connect another steel plate.

Refer to Engineer.

LEFT AND RIGHT SIDE SECTION 1:15@A3

900

Steel-to-Steel Self-Drilling Screws.Refer to Engineer.

63

35mm of size 7mm 'Hot mix asphalt' wearing course, type N'

10mm thick ASTM A242 Corten Steel, Type 1. Refer to Engineer.

Stainless Steel Wedge Anchors. Refer to Engineer.

580x100x10mm Corten Steel Plate for connect undergroud.

Refer to Engineer.

410

11 408

100

65mm of size 14mm 'Hot mix asphalt' base course, type N

300x300x700mm C2O Concrete Footing x2. Refer to Engineer.

Compacted crushed rock 13 408

CUT SECTION FROM LEFT TO RIGHT 1:15@A3 PROJECT TITLE

CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

CORTEN STEEL LONG BENCH 01

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.9 DATE July-October, 2021 SHEET 08

SCALE 1:15 @A3

50

600

Stainless Steel Wedge Anchors. Refer to Engineer.

470

580x100x10mm Corten Steel Plate for connect undergroud.

Refer to Engineer.

35mm of size 7mm 'Hot mix asphalt' wearing course, type N'

600

20

R

900

20mm Wide 10mm Thick ASTM A242 Corten Steel, Tpye 1 for connect another steel plate.

Refer to Engineer.

10mm thick ASTM A242 Corten Steel, Type 1. Refer to Engineer.

65mm of size 14mm 'Hot mix asphalt' base course, type N

300x300x700mm C2O Concrete Footing x2. Refer to Engineer.

Compacted crushed rock CORTEN STEEL LONG BENCH 02 PLAN

15 409

1:15@A3

20mm Wide 10mm Thick ASTM A242 Corten Steel, Tpye 1 for connect another steel plate.

Refer to Engineer.

1:15@A3

600x470x10mm thick ASTM A242 Corten Steel, Type 1.

Refer to Engineer.

900

Stainless Steel Wedge Anchors. Refer to Engineer.

470

Steel-to-Steel Self-Drilling Screws.Refer to Engineer.

LEFT SIDE SECTION

50

14 409

35mm of size 7mm 'Hot mix asphalt' wearing course, type N' 65mm of size 14mm 'Hot mix asphalt' base course, type N

580x100x10mm Corten Steel Plate for connect undergroud.

Refer to Engineer.

300x300x700mm C2O Concrete Footing x2. Refer to Engineer.

Compacted crushed rock 16 409

CUT SECTION FROM LEFT TO RIGHT 1:15@A3 PROJECT TITLE

CLIENT

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design DESIGNER

DRAWING TITLE CORTEN STEEL LONG BENCH 02

SUBJECT AND CODE

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.10 DATE July-October, 2021 SHEET 09

SCALE 1:15 @A3

R 5

400 120

Press Fit Stainless Steel Cap

115

1185

Dissimilar welding 10mm thick ASTM A242 Corten Steel Plate, Type 1. Refer to Engineer.

Pad-Lock Not Supplied

100NB Medium Wall Mild Steel Pipe 115mm Diamerer 4.5mm Wall Thinckness Stainless Steel Finish

450

Groud Level

201 130 3

02 510

FASTENER PLATE PLAN 1:12@A3

Aluminium Ring Top Edge Flush with Ground Level

130mm Diameter Spiral Weld Stainless Steel 304 Grade 3mm Wall Thickness Mill Finish

150x150x3mm Stainless Steel Footing, 304 Grade Stainless Steel

150

01 510

REMOVABLE CORTEN STANDING TABLE SECTION

03 510

1:12@A3

PROJECT TITLE

REMOVABLE CORTEN STANDING TABLE ELEVATION 1:12@A3

CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

'TIME FRAME' Master Plan

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.11 DATE July-October, 2021 SHEET 10

SCALE 1:12 @A3

400 120 115

Dissimilar welding 10mm thick ASTM A242 Corten Steel Plate, Type 1. Refer to Engineer.

1185

400

°

90

Excavate hole approximately 600 deep x 500mm Wide

Finished Ground Level

Finished Ground Level

Permanent Stainless Steel Cover Plate Prevents Trip Hazard

Concrete

125mm Dry Mix Concrete

04 511

REMOVABLE STANDING TABLE FOUNDATION 1:12@A3

05 511

PROJECT TITLE

REMOVABLE STANDING TABLE DIAGRAM 1:12@A3

CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

REMOVABLE STANDING TABLE

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.12 DATE July-October, 2021 SHEET 11

SCALE 1:12 @A3

115 120

Pad-Lock Not Supplied

100NB Medium Wall Mild Steel Pipe 115mm Diamerer 4.5mm Wall Thinckness Stainless Steel Finish

130 3

450

Groud Level

150 01 612

Press Fit Stainless Steel Cap

Aluminium Ring Top Edge Flush with Ground Level

130mm Diameter Spiral Weld Stainless Steel 304 Grade 3mm Wall Thickness Mill Finish

CORTEN STEEL SINGLE SEAT FRONT SECTION

02 612

1:10@A3 PROJECT TITLE

150x150x3mm Stainless Steel Footing, 304 Grade Stainless Steel

REMOVAL SINGLE SEAT SUPPOTER 1:10@A3 CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

Removable Single Seat

Ru Liu 1257246

University of Melbourne

DRAWING NO. NO.13 DATE July-October, 2021 SHEET 12

SCALE 1:10 @A3

950

120 115

90 ° Finished Ground Level

Concrete

Permanent Stainless Steel Cover Plate Prevents Trip Hazard

125mm Dry Mix Concrete

14 409

REMOVABLE SINGLE SEAT FOUNDATION

14 409

1:110@A3 PROJECT TITLE

DIAGRAM 1:10@A3 CLIENT

SUBJECT AND CODE

'TIME FRAME'-The Spirit Wall

ABPL 90074 Landscape Detail Design

DRAWING TITLE

DESIGNER

Removable Single Seat

University of Melbourne

Ru Liu 1257246

DRAWING NO. NO.14 DATE July-October, 2021 SHEET 13

SCALE 1:10 @A3

REFERENCE LIST Corten Bench Set recommendations 01, https://cms.esi.info/Media/documents/21227_1565348830636.pdf Corten Bench Set Recommendations 01, https://cms.esi.info/Media/documents/21227_1565348787148.pdf Fastening Solutions, http://fastening-solutions.itwbuildex.com/category/steel-to-steel-self-drilling-screws Melbourne Design Standard, https://www.melbourne.vic.gov.au/building-and-development/standards-specifications/Pages/design-standards. aspx "Nails vs Screws: Which Is Better When Building a Shed?", https://plasticinehouse.com/nails-vs-screws-for-shed-building/ The Spirit Wall, Sculptures on Campus, https://museumsandcollections.unimelb.edu.au/__data/assets/pdf_file/0006/1655619/H02915-Sculpture. pdf