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