01.4. CasA PORTFOLIO.

PORTFOLIO

Student Name Student Number

: Charensia Pricilla Rompis : 860209

Studio Leader Studio Number

: Lisa Cummins :19

Construction as Alchemy - Semester 2 [2017]

Sport Centre’s Yard 0

1

3

N

5m

Construction as Alchemy ARCH10002

The site is based on a grass lawn between the Sports Centre and the Beaurepaires Centre in the University of Melbourne, Parkville. Based on the observation compared to the Google Maps, some of the trees have been removed and there is a new coffee truck that is currently placed on the south-east of the yard. The access ramp has a dimension of 840 mm high and constructed with a concrete pavement. The open space next to the sports centre is planted with grass while the other areas are paved with brickwork. There is also a small area that is covered with dirt for the gum tree.

2017 Semester 2

Studio Leader Studio

: Lisa Cummins : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1A Site Exploration

Scale:1:100

A1

Coffee Truck (2600 X 2200)

North Entrance Gum Tree Water Fountain Pool

Sports Centre (Brick Building)

v

Slope Up (Concrete Surface) Access Ramp

Panorama 1. View Looking North-East.

Panorama 2. View Looking South-East.

Construction as Alchemy ARCH10002

2017 Semester 2

Steel Bin (1800 X 1100)

Sports Centre (Brick Building)

Lightwood Tree (H: 5000)

Timber Bench (2300 X 600)

Studio Leader Studio

: Lisa Cummins : 19

Street Sign (H: 2400)

Street Light (H: 2500)

Concrete Pavement

Beaurepaires Centre (Brick Building)

Gum Tree (H:12000)

Dirt Brickwork Paving Plastic Bench (3000 X 1100)

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1A Site Exploration

A2

20th Century

21th Century

Recent (2017)

Image Title : St. Mark’s Church in Bjorkhagen Architect : Sigurd Lewerentz Date : 1960 Photographer : Holger Ellgaard Description : The church was constructed with brown bricks in Stockholm, Sweden. The architect was known to have used bricks on all over his career.

He worked with the thickness of the mortar and the placement or separation of the units to make it look like there is a gap in between each brick.

Image Title : Blooming House with Wild Flowers Architect : Studio GAON (Hyoungnam Lim & Eunjoo Roh) Date : 2015 Photographer : Youngchae Park Description : The house is a three storey house constructed with charcoal bricks. It is located in Seoul, South Korea, on an area of 47.0 square-meter. The charcoal bricks were used to give a minimalist appearance of the building. Additionally, the building has a similar but not the same color of charcoal bricks to create a mixture pattern.

Image Title : Khaoyai House Architect : I Like Design Studio (Narucha Kuwattanapasiri) Date : 2017 Photographer : Soopakorn Srisakul Description : The house is a two storey house constructed with concrete on the first floor and red bricks on the second floor. It is located in Pak Chong District, Thailand, on an area of 900.0 square-meter. The combination of the materiality between concrete and red bricks result in a different appearance between each level.

source: http://www.archdaily.com/157478/ad-classics-st-marks-church-in-bjorkhagen-sigurd-lewerentz

source:

source: http://www.archdaily.com/878179/khaoyai-house-i-like-design-studio

http://www.archdaily.com/779137/blooming-house-with-wild-flowers-studio-gaon

Clay Brick To Construct a Brick Wall Type : Vintage Red (Recycled) Supplier : The Brick Recyclers Place made : Reservoir, Victoria, 3073 Description : The first invention of a clay brick comes with a red colour. As my proposed brick wall relates to a design of a castle, I want to give it a vintage look with the red bricks. My invention focuses on the sustainability of the design and thus, I chose a supplier that provides recycled bricks. Even though it was used, it has been tested to have no harmful side effects when they come into contact with the ground and water as it consists only of natural raw materials. In addition to this, recovered bricks can give an exceptional appearance to the design of the wall. In short, the recycled red bricks will still be a durable and sustainable material for the wall. source: http://thebrickrecyclers.squarespace.com/recycled-reds-a-grade/ http://www.vandersandengroup.com/group/en/eco/bricks-durable-and-ecologically

Construction as Alchemy ARCH10002

2017 Semester 2

Studio Leader: Lisa Cummins Studio: 19

Name: Charensia Pricilla Rompis Student Number: 860209

Part 1B : Celebrating The Art Of Brickwork

B1

section

4195

1025

1290

220

3496

1290

230

370

CURVED FLAT BAR LINTEL (590x75x8) GROUND LINE

elev

400

N

PLAN

SECTION

Scale: 1:20

Scale: 1:20

Construction as Alchemy ARCH10002

600

CURVED FOOTING (4195x400x600)

2017 Semester 2

Studio Leader: Lisa Cummins Studio: 19

Name: Charensia Pricilla Rompis Student Number: 860209

Part 1B : Celebrating The Art Of Brickwork

B2

380

My proposed site for the brick wall will be on the grassed area in between the Sports Centre and the Pool in the University of Melbourne where it will be placed facing South-West. The design of my brick wall on the left was invented from the idea of a castle. In order to celebrate the art of brickwork, I want to express how bricks were used to build a castle during the Medieval period. The brick wall will be built as a sculpture where people will gather around it to amaze the castle brick wall in the university. It will also allow people to take pictures with the square openings as a prop.

228

590

A

A 480

A

A B

A

A

608

2964

B A

A 690

A

C

C

A

C

C

A

Overall, the brick wall consists of two sizes of the square openings. Each small square openings will be planted with vegetation as a decoration for a green and sustainable wall. Furthermore. the large square openings will be left empty where it can be used as a frame to allow people to fit in their faces for a photo shoot. In addition to this, the opening was designed on an average height for adults to enable it to be used efficiently. In short, each openings were designed to meet the requirements and be used properly and creatively by the people within the university.

LIST OF LINTELS:

152

A

228

445

3496

1000

In the beginning, castles in Livonia and Prussia were constructed with woods. Nevertheles, due to the effect of Livonian Crusade in Baltic, the invention of bricks and mortar were developed and used to construct a castle. The layout of the bricks were designed based on a standard layout of bricks where it was first used. Furthermore, the design of my brick wall consists of a horizontal wall with two towers, and approximately 20% of square openings.

The square openings that I have on the middle of each tower were developed from the event during the 13th century where the top openings on a castle would usually allow defenders to drop objects on the assailants below.

Nonetheless, the top square openings that I have on both towers were extended until the bottom of the tower.

A

Curved flat bar lintel (590x75x8)

B

Combination of two lintels (90x90x6EA) along 1000 mm distance

C

Combination of two flat bar lintels (445x75x8)

4195 3975

Note: Each brick will be filled with 10mm mortar.

No capping or end-treatments needed.

ELEVATION Scale: 1:20

Construction as Alchemy ARCH10002

2017 Semester 2

Studio Leader: Lisa Cummins Studio: 19

Name: Charensia Pricilla Rompis Student Number: 860209

Part 1B : Celebrating The Art Of Brickwork

B3

3D HERO VIEW

Construction as Alchemy ARCH10002

2017 Semester 2

Studio Leader: Lisa Cummins Studio: 19

Name: Charensia Pricilla Rompis Student Number: 860209

Part 1B : Celebrating The Art Of Brickwork

B4

Brick Piers

Brick Piers 4195 460

600 Actual: 550

F14 + 600 Hardwood Unseasoned

CL

600

CL

1200 1820

310 415

CL

1600

CL

4025

2.High: 250 x 75

CL

CL

1200 1818

CL

CL 415 310

1600

CL

1. Low: 2/175 x 50

600

C L

CL 310

BEARERS

CL

C L

600

CL 600

2400

LOWER DECK

UPPER DECK

LOWER DECK

2400

Step 3600

3600

3200

Step

4800

CL

CL

600

CL

CL CL

1855

150 x 50

900

CL

600

003

003

900

JOISTS

1855

elev

3600

N/A

Concrete Strip Footing

1855

1855

STUMPS

310

cross sevction: 100 x 100

CL

height: 550

7755 Concrete Pad Footing

Concrete Stump

elev

2

N

BEARER AND JOIST LAYOUT PLAN Scale: 1:50

Construction as Alchemy ARCH10002

MGP12 + Softwood Seasoned Pine Timber

Concrete Stairs

Concrete Strip Footing

Timber Timber Bearer Joist

35 x 90

340

1380

Concrete Stairs

1

MEMBER SCHEDULE DECKING

2017 Semester 2

Note: I have tried to design the deck in a horizontal direction and in different patterns. However, based on my calculations, it will require more support and thus, the most efficient deck can only be done in a vertical direction.

Studio Leader : Lisa Cummins Studio : 19

LOWER DECK Joist (Single Span) Span : 1100 Spacing : 600 Cantilever : 259 Bearer (Single Span) Span : 2400 Spacing: :1200 Cantilever : 525 Stump Spacing :2500 Name Student Number

UPPER DECK Joist (Continuous Span) Span : 1525 Spacing : 600 Cantilever : 375.5 Bearer (Single Span) Span : 3200 Spacing: :1600 Cantilever : 725 Stump Spacing :3300

PAD FOOTINGS

cross section: 400 x 400

F14 + 1. Low: H a r d w o o d 1200 Unseasoned.

As we are required to use 2. High: F14 for the 1600 joist, it will be more effective to use the same material for the bearer.

C o n c r e t e , L: 2900 as it is stronger H: 3300 and more stable compared to the others.

Concrete

depth: 200

OTHER INFORMATION + REFERENCE TABLE

Brick Wall

MAX. ALLOWABLE SPAN (mm)

Concrete Strip Footing

MAX. ALLOWABLE SPACING (mm)

Concrete Stairs : upper: 300 x 170 x 1855 middle: 600 x 170 x 1855 lower: 900 x 170 x 1855

unseasoned Cypress]

2

1

MATERIAL (stress grade + timber type) [e.g. F7

Concrete Strip Footing for the Stairs : (400 x 600 x1855) x 3

section

section

HEIGHT (mm) x WIDTH (mm)

Due to the cantilevering at the edge of the middle deck towards the brick wall, Brick Piers are designed below the edge of the deck as a support system. Additionally, there is a gap that will be filled with mortar between the top of each brick pier and the bottom part of the deck.

gap between boards (mm): 6

Maximum cantilever: 150

Ref. Text: MOISTURE CONTENT AND SHRINKAGE

Single span: 1200 Actual: 1100 Maximum cantilever: 300

Minimum end bearing length is 35 mm and minimum internal bearing length is 70 mm.

Continuous span: 1600 Actual: 1525 Maximum cantilever: 400

Ref. Table: Table 6

Single span/ continuous span: L: 2900 Actual: 2800 H: 3300 Actual: 3200

Minimum end bearing length is 100 mm and minimum internal bearing length is 150 mm.

Floor Load Width [FLW]: 2400

Maximum cantilever: L: 725 H:825 N/A

Tributary area: L: 1.858 m2 H: 3.46 m2

Ref. Table: Table 7 http://melbournerestumping.com. a u / fa q / a d va n tages-using-concrete-stumps/ Supporting 10m2 Ref. Table: AS2870 2011 pp 37 and 80 (Note 2)

DECK AREA CALCULATIONS: Low (7.222x2)+ High Main Rectangle (20.964)+ Cantilever and Curved Deck divided by three sections (0.140+0.340+0.110) =14.444 + 20.964 + 0.590 =35.998 sqm (36 sqm)

: Charensia Pricilla Rompis : 860209

Part 1C : Relaxation Deck

C1

Brick Wall Concrete Strip Footing

section

1

4195

section

2

Note: Brick piers are used to support cantilevered deck next to the brick wall.

Concrete Stairs Concrete Strip Footing

Concrete Stairs Concrete Strip Footing 1855

900

900

1855

Concrete Stairs

1860

Decking Board

elev

N

2

DECK PLAN

1860

1860

4110 7825

1860

4110 7825

5375

3885

4785

LOWER DECK

3885

UPPER DECK

LOWER DECK 3885

4785

1

4785

elev

5377

900

1855

Brick Wall

4195

N

Decking Board Decking Edge Detail

PARTIAL SITE PLAN

Location in between the Beaurepaires Centre and the Sports Centre in the University of Melbourne

Scale: 1:100

480 3495 Brick Wall

690

Ground Line

ELEVATION 1 ( WEST ELEVATION)

ELEVATION 2 (SOUTH ELEVATION)

510

35

150

1825

150

Ground Line

2017 Semester 2

4025

510

585

35

510

150

175

150

150 150

250

585

35

1825

Construction as Alchemy ARCH10002

Lower Deck (H: 510)

175

Bearer (250 x 75) Stump (100 x 100) Bearer (2/175 x 50)

Higher Deck (H: 585)

610

3496

Decking Board (35 x 90)

2965

Square Opening

Joist (150 x 50)

Scale: 1:50

230

380

Scale: 1:50

Scale: 1:50

Studio Leader : Lisa Cummins Studio : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1C : Relaxation Deck

C2

The deck is designed with two levels with a gap of 75 mm. This short level was created to meet human comfort allowing people to rest their body on the deck with an alternative head pillow.

Before doing this assignment, I was wondering what kind of design should I create effectively in terms of use and efficiency in terms of construction. When I was having a rest, I tried lying back on my bed and I realized that I can actually create a design that will help people to rest and relax. Therefore, I measured the height of my head pillow which is in 70s mm and I decided to create two different levels of the deck. The higher deck will allow people to rest their head while lying down on the lower deck.

Another function that can be made is for Yoga, meditation, or any other relaxing exercises. Due to its position near the sports centre, people will be able to use the space for those relaxing activities. They can also hold event as it looks almost a stage with a castle brick wall as a background. The design that I created looks simple as I wanted to provide an area that is big enough to accomodate people to rest and chill.

Additionally, 75mm gap,

in order the edge

to of

prevent someone from tripping the deck will be labeled with

or falling red paint

over the or sticker.

Following the celebration of brickwall, the grand opening event can allow students who are expert in grafitti art to show their talent and creativity based on a timber deck.

Therefore, in addition with the out there with their friends,

deck, it can by cherishing

allow their

students moments

3495

3495

As previously explained on the assignment before, the brick wall was designed with simplicity, in regards to the early construction of castles in Europe that used brick. The square opening was designed to allow people to take pictures around it, using the brick wall as a prop. to relax and hang through photographs.

Note: Deck fixing may require pre-drilling and each deck will be fixed either with 100 x 3.75 Flat Head or Dome Head Nail (Table 3).

The gap that sepparate the three decks will be joined and fixed alongside the deck for edge detailing.

Concrete Pad Footing (400 x 400)

SECTION 1 SHOWING EDGE

150 250 150 35 400

Cantilever

Concrete Stump

Concrete Strip Footing Note: DS: 600

Concrete Pad Footing

SECTION 2 SHOWING EDGE

Scale: 1:20

Construction as Alchemy ARCH10002

Brick Pier

600

Joist Bearer Stump

600

Deck Board

Gap will be filled with mortar

200

Bearer

Ground Line

1185

585

150 175 15035

Concrete Stump (100 x 100)

200

600

Ground Line

400

510 1110

Edge Detail with 2 Timber Decks (gap of 6mm)

185

Brick Wall

Scale: 1:20

2017 Semester 2

Studio Leader : Lisa Cummins Studio : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1C : Relaxation Deck

C3

Steel Curved Lintel (590x75x8) Square Opening (480 x 228)

Brick Wall Square Opening (690 x 608)

Cantilevered deck boards to follow the outline of brick wall Brick pier to support cantilevered deck boards

Concrete Strip Footing Timber Deck Board

Concrete Stair

Timber Bearer Edge Detailing with Timber Deck Concrete Pad Footing Concrete Stump

3D HERO VIEW

Construction as Alchemy ARCH10002

2017 Semester 2

Studio Leader : Lisa Cummins Studio : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1C : Relaxation Deck

C4

Joist Brick Wall

Bearer

Brick Wall

Brick Pier Concrete Strip Footing Joist Bearer

Brick Pier Edge Detailing with Timber Deck Concrete Stair

Concrete Pad Footing

Concrete Strip Footing

Concrete Stump

PERSPECTIVE 1

PERSPECTIVE 2

Joist Bearer

Joist Bearer

Timber Deck Board Brick Pier Concrete Strip Footing

Concrete Pad Footing

Concrete Pad Footing

Concrete Stump

Concrete Stump

PERSPECTIVE 3 Construction as Alchemy ARCH10002

PERSPECTIVE 4 2017 Semester 2

Studio Leader : Lisa Cummins Studio : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1C : Relaxation Deck

C5

N

Note: - Horizontal placement of the roof sheeting is more efficient rather than vertical placement in terms of the maximum allowable span, spacing, and eaves overhang for the support.

- Structural strategies (dimension and placement of I beam, C purlin, and columns) will be shown on reflected ceiling plan

3885

4785

900

2420 5940

3520

N

PARTIAL SITE PLAN Scale: 1:100

Steel Column (SHS 89x89x5) C Purlin (C15015)

C L 3000

I Beam (180UB16)

CL

V Ridge Capping installed at pitch

CL

Fascia Board

5940

400

1500

C Purlin (C15015)

CL

Steel Roof Sheeting (Klip Lok 406) Slope up by 10°

PVC pipe 115 Quad Gutter

No eaves gutter attached at the end of the roof sheeting due to design and psychological purposes. It was found that the sound of raindrops bring relaxation to human’s brain. People can rest while laying down facing towards the flow of raindrop and hear the relaxing sound coming from it. Hence, this strategy will be applied in accordance to the function of relaxation deck. Additionally, linear channel drainage will be built on the ground to collect rainwater from the roof sheeting. This drainage system will be connected with the other side of the area, capturing rainwater that flows through the quad gutter and PVC pipe.

600 CL

3000 4200

600 CL

Steel Roof Sheeting (Klip Lok 406) Slope up by 10°

N

REFLECTED CEILING PLAN

ROOF PLAN

Scale: 1:100

Scale: 1:50

Construction as Alchemy ARCH10002

1815

7830

C L

Steel Roof Sheeting (Klip Lok 406) Slope Up : 10° Gradient : 17.6% (y:1 x:5.671)

Decking Board Decking Edge Detail

4200

CL

7830

5940

4785

1815

1815

CL

4200

1815

Note: - Each roofing sheet will be aligned interlocking with the inner end of the other sheets ensuring there will be two fasteners per clip.

- Roofing soffit is to be exposed. While maintaining the simplicity of the design, having an exposed soffit will create an aesthetic look over the structure under the roof sheeting. Another reason that the roof will carry less load, as well as labour, cost and time efficiency.

- Fascia will be placed 5mm below the roof sheeting and fixed with a pan head screw.

- V Ridge Capping and roof sheeting will be joined with wafer head screws.

450

2

LOWER DECK

LOWER DECK

3885

3885

section

3520

V Ridge Capping at roof pitch to connect two different slopes of the roof sheeting

4785

900

900

2420

Concrete Stairs

V Ridge Capping

210

Concrete Strip Footing Brick Wall Concrete Stairs

115 Quad Gutter

1500

Steel Roof Sheeting (Klip Lok 406) Slope Up : 10° Gradient : 17.6% (y:1 x:5.671)

Small hole designed for PVC pipe attached under the quad gutter as a drainage system that goes trough the linear channel drainage. PVC pipe is chosen due to its cost efficiency, lightweight, watertight joints, and resistance to fracture.

Steel Roof Sheeting (Klip Lok 406) - 10°

Timber Decking Board Concrete Stairs

1500

115 Quad Gutter Quad gutter is chosen to be the eaves gutter as it has been widely tested, used and traditionally used in Victoria. Quad gutter gives an aesthetic look, a wide rainwater catchment area, and has low maintenance.

260

Minimum Slope 1° (10° slope chosen to create a better flow to the rainfall while providing a shelter in a desired area)

900

1

Concrete Stairs : Upper: 300 x 170 x 1855 Middle: 600 x 170 x 1855 Lower: 900 x 170 x 1855

3885

section

Klip Lok 406 Maximum Single Span 1500 Eaves Overhang (Stiffened) 600

4785

The design of the pitched roof is oriented to block the sunlight coming from the northern side providing shade for the people resting in the middle of the relaxation deck. The slopes of roof sheeting are designed to distribute the rainfall to a certain catchment area. In my proposed design, I created two different strategies for drainage system. One where PVC pipe is attached under the lowest slope of the Quad Gutter and the other edge of the roof sheeting will not be supported with an eaves gutter. Instead, rainfall will be captured with a linear channel drainage on the ground. Hence, the linear channel drainage will be linked to both catchment areas.

2017 Semester 2

Studio Leader Studio Number

: Lisa Cummins : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1D : Steel Shelter

D1

Steel Roof Sheeting (Klip Lok 406) Slope Up : 10° Gradient : 17.6% (y:1 x:5.671)

V Ridge Capping

175 Steel Roof Sheeting (Klip Lok 406)

125

Steel Column (SHS 85X85X5)

Brick Wall

Note: This section captures a view where people see it from the inside of the deck towards south. From here, people can see and feel relaxed with the flowing rainwater that drops from the roofing sheet.

2880

Note: - Quad gutter is angled 1° to ensure there will be no rainwater remaining on the gutter and therefore, preventing issues that will require high maintenance. PVC pipe is attached with connector under the gutter at the lowest part of the slope. The pipe will be attached at the back of brick wall and connected through the linear channel drainage at the ground. For further information regarding edge detailing, refer to D4-Edge Detailing.

- C Purlin is chosen facing inner side of the steel roof leaving smooth surfaces to be seen. It was found to be suitable for simply supported spans.

- The top of steel column will be joint with a metal plate and then clipped and fixed with wafer head screw.

- The steel roof will be surrounded with fascia board, with exposed soffit.

- The distance between the lowest part of the steel roof to the ground is 2600 high.

- For further dimensioning of the decking, stumps, and footing, please refer to drawing C3.

Fascia Board

This other end of the steel roof has no gutter as previously mentioned on the first page. If it is raining, the rainwater will be flowing directly from the roof to the linear channel drainage on the ground.

With the stiffened overhang, the roofing sheet will be fixed with fascia board.

The joint can be done with self-drilling screws or having a welded joints.

Additional information regarding the placement of roof sheeting, please refer to http://www.lysaght.com/sites/default/files/ LysaghtRoofingWallingInstallationManualJul2015.pdf page 42.

The proposed location of the brickwall and steel roof is oriented backfacing the northern view, blocking the sun light and providing shade for people so they can rest without being concerned about the sunlight.

In conclusion, the proposed design is created to be simple and old fashioned but aesthetic, efficient, and functional in terms of cost, time, and labour.

Steel Column (SHS 85X85X5)

Concrete Stump (100x100x550)

Concrete Strip Footing (400x600)

Concrete Pad Footing (400x400x200)

SECTION 1 CUTTING ACROSS THE PURLINS

Studio Leader Studio Number

Ground Line Concrete Stump (100x100x550) Concrete Pad Footing (400x400x200)

SECTION 2 CUTTING ACROSS THE STEEL UB BEAM

Scale: 1:20

2017 Semester 2

Timber Joist Timber Decking Board

200

Ground Line

1185

Brick piers supporting cantilevered deck

Timber Bearer

600

Timber Bearer

400

Timber Joist

585

150 250 150

35

Cantilevered Decking Board

Construction as Alchemy ARCH10002

C Purlin (C15015)

I Beam (180UB16)

4100

3970 3495

3440

45

C Purlin (C15015) I Beam (180UB16)

80

PVC pipe

320

90

150

100

90

175 150

40

2420

Fascia Board

365

115 Quad Gutter stiffened with the fascia

65

Scale: 1:20

: Lisa Cummins : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1D : Steel Shelter

D2

Steel Roof Sheeting (Klip Lok 406) Slope Up : 10° Gradient : 17.6% (y:1 x:5.671)

V Ridge Capping

Steel Roof Sheeting (Klip Lok 406) Slope Up : 10° Gradient : 17.6% (y:1 x:5.671)

Steel Roof Sheeting (Klip Lok 406) Slope Up : 10° Gradient : 17.6% (y:1 x:5.671)

C Purlin (C15015) I Beam (180UB16)

Fascia Board

115 Quad Gutter

115 Quad Gutter

Steel Column (SHS 85X85X5)

PVC Pipe Brick Wall

Timber Bearer (250x75)

Fascia Board Steel Curved Lintel (590x75x8)

I Beam (180UB16)

Timber Joist (150x50)

PVC Pipe

Timber Bearer (2/175x50)

Steel Lintel 2x (90x90x6EA)

Square Opening (480 x 228)

Square Opening (690 x 608)

Brick Wall

Steel Column (SHS 85X85X5) Brick pier to support cantilevered decking boards

Cantilevered deck boards to follow the outline of brick wall

Edge Detailing with Timber Deck Board

Timber Deck Board

Concrete Stair Concrete Strip Footing (400x600)

Concrete Stump (100x100x550)

Concrete Column Footing (500 dia x1200)

Concrete Pad Footing (400x400x200)

PERSPECTIVE 1

Concrete Stair

C Purlin (C15015)

Concrete Strip Footing (400x600) Timber Bearer (2/175x50)

Concrete Pad Footing (400x400x200) Concrete Stump (100x100x550)

Timber Deck Board (35x90) Timber Bearer (250x75)

Edge Detailing with Timber Deck

Steel Column (SHS 85X85X5)

115 Quad Gutter PVC Pipe

Timber Bearer (250x75)

Brick Wall

Timber Joist (150x50) Timber Bearer (2/175x50)

Concrete Column Footing (500 dia x1200)

Note: - Decking boards have been penetrated, ensuring there is approximately 6mm gap between decking boards and the steel column in relation to timber decking boards expansion.

- Each member of the structural system of the steel roof will be joint with wafer head screws where it can be self-drilled. Additional metal plate will be needeed for member joints, for instance, the joint between steel columns and I beam. Then, it will be clipped and fixed with wafer head screws.

- No additional trimmer joist and I beam needed for the construction. For edge detailing of the steel roof, refer to D4 - Edge Detailing.

Concrete Stair Concrete Strip Footing (400x600)

Concrete Stump (100x100x550)

Concrete Column Footing (500 dia x1200)

Concrete Pad Footing (400x400x200)

PERSPECTIVE 2

3D HERO VIEW

Construction as Alchemy ARCH10002

I Beam (180UB16)

Fascia Board

2017 Semester 2

Studio Leader Studio Number

: Lisa Cummins : 19

Name Student Number

: Charensia Pricilla Rompis : 860209

Part 1D : Steel Shelter

D3