02.8. CA.

ABPL20033 - Construction Analysis, Semester 2 - 2018

Charensia Pricilla Rompis, 860209, 4 August 2018 Queensclif House, Tutorial 11

Dr Alberto Pugnale – Subject coordinator Dr Sofia Colabella – Senior Tutor Dion Keech – Tutor

ASSIGNMENT 1 FLIPBOOK SECTION AS-BUILT: assigned section and construction sequence

Ground Flooring and Wall ENSUITE 2 The flooring was one with ceramic tile (300 x 300mm) with GF Superwhite Matt Finish.

Timber Decking 90 x 22 kiln dried stringybark decking Fixings: grade 316 Stainless Steel Nails 5mm spacing between boards.

10

A

08 GF Walls - Constructed with in situ concrete with Insulation (R3.2 2x R1.6 Bradford Soundscreen batts).

06

Cladding

QUEENSCLIF HOUSE

-

by John Wardle Architects

A

First Floor Wallls and Framing - The walls were constructed with plywood bracing of 140 x 45 stud at 600 centres.

- The wall in the main ensuite was covered with solid tiling of Calacata ‘C’ Marble (300 x 300 x 10 mm) with finish (honed and sealed) and joint of 1.5 mm.

Project Title: ASSIGNMENT 1 FLIPBOOK SECTION AS BUILT Drawing Name: GROUND AND FIRST FLOOR PLAN

Entry Path Concrete In Situ Finish: Fine Sand Blast with aggregates not to be exposed.

- White Cement and Sand.

SCALE 1:50 @ A3 LEGEND: FFL - Finished Floor Level

ENSUITE 2 FFL 8.750

07 ENTRY

ENSUITE

First Floor Framing and Floor - The flooring in the main ensuite was covered with solid tiling of Calacata C’Marble (300 x 300 x 10 mm) with finish (honed and sealed) and joint of 1.5 mm.

- Framing was done with 310 UB 40.4.

Roof - Metal deck roof with Lysaght ‘Trimdeck Hi Ten’ metal sheet roofing.

Finish: Stainless Steel Colour: Winspray BMT: 0.48mm

FFL 8.770 Joinery/ Painting ENSUITE 2 Paint: - Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck ‘Cotton Touch’.

Joinery: - Mirror (6mm thick glass with polished exposed edges) - Furniture including: Bathtub, Toilet, Cupboards, Sink, Window, Door.

01

GROUND FLOOR PLAN scale 1:50

12

Joinery/ Painting ENSUITE Paint: - Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck ‘Cotton Touch’.

Joinery: - Starphire Glass (6mm Toughened Glass).

- Custom Turned Joinery on the wall.

- Furniture including: Bathtub, Toilet, Cupboards, Sink, Drawers, Doors.

02

FIRST FLOOR PLAN scale 1:50

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 2

Access to study room

External Timber Window Surfaces - Timber Cladding 138mm x 19mm dressed, ship lapped, Spotted Gum cladding from ‘Woodform Architectural with fixings of silicone bronze ring shanked nails at 600 centres.

- Timber to be high pressure washed with a timber cleaner - Painted with 3 coats Qyantum

09 10 08

Roof Sheet and Guttering

QUEENSCLIF HOUSE

- 350W x 100H Box Gutter with 1:100 falls to outlets.

- 150 x 75 PFC Roof Framing with 75 x 75 x 3 SHS and 240 x 45 HYDPSN LVL at 1200mm CTS. - Metal deck roof with Lysaght ‘Trimdeck Hi Ten’(Colour: Winspray; Finish: Stainless Steel.

by John Wardle Architects

Cladding - Timber Cladding: 138mm x 19mm dressed, ship lapped, Spotted Gum cladding from ‘Woodform Architectural with fixings of silicone bronze ring shanked nails at 600 centres.

Project Title:

First Floor Wallls and Framing/ 1st Fix Services

ASSIGNMENT 1 FLIPBOOK SECTION AS BUILT

- The wall in the main ensuite was covered with solid tiling of Calacata ‘C’ Marble (300 x 300 x 10 mm) with finish (honed and sealed) and joint of 1.5 mm.

ENSUITE

Joinery/ Painting

12

- Paint: Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck ‘Cotton Touch’.

- Starphire Glass (6mm Toughened Glass) in the Ensuite.

Drawing Name:

FFL 2.100

SECTION CUT A

FIRST FLOOR

07

06

First Floor Framing and Floor - The flooring was covered with ceramic tile (300 x 300mm) in GF Superwhite Matt Finish, fully vitrified with Insulation (Bradford R4.0 gold batts).

- Constructed with 360 x 63 Hyspan Continuous Plate and 2-M12 Bolts at 1200mm CTS, Joint with Top Mount Hanger.

- Framing was done with 310 UB 40.4

GF Walls

SCALE 1:50 @ A3

DECK

ENSUITE 2

LEGEND: FFL - Finished Floor Level RL - Reduced Level

- Constructed with in situ concrete with Insulation (R3.2 2x R1.6 Bradford Soundscreen batts).

FFL 8.770 GROUND FLOOR

05 03

GF Slab Preparation

GF Slab

- Framing was done with 100 x 100 x 6 SHS and hot dipped galvanised in size 360 UB 44.7 and 250 UB 31.4.

- The slab was filled with 120mm thick suspended concrete slab (1.0 BMT Bondek Tray, 1 row of propping midspan. FC 40MPa concrete. SL102 Top Fabric.)

Basement Walls

STORE ROOM

- Outside: constructed with 190mm reinforced blockwork retaining wall.

- Inside: framed with 90 x 45mm studs at 600 centres with Insulation (R2.5 Bradford Soundscreen batts).

- Ceiling with 13mm Plasterboard (Water Resistant)

FFL 5.440 BASEMENT/ LOWER GROUND

02 03

SECTION A scale 1:50

Internal Linings

Retainment/ Excavation/ in Ground Services

Basement Slab - The concrete was filled immediately after the holes were drilled, where soil is susceptible to collapse builder. Also, the holes need to be supported with formwork during construction.

- Concrete used in piles have an F’c = 32MPa at 28 days and vibrated with internal vibrators.

- Piles were constructed using continuous flight auger where the concrete was pumped through the centre of auger as auger is withdrawn and placed down into centre of pile.

Case Study: Queensclif House; Architect: John Wardle p. 3

- Excavation RL. 5.04 - Excavation was backfilled with natural sand with controlled fill to AS 3798 Requirements.

- Excavation depth was 3200mm (maximum).

- Massing concrete piers below critical depth line (30° to horizontal).

- All waters and any softened material removed from the excavation before concreting commences.

04

11

01

12 CONSTRUCTION STAGES (1-6)

1. RETAINMENT/ EXCAVATION/ IN GROUND SERVICES

2. BASEMENT SLAB

3. BASEMENT WALLS

4. GF SLAB PREPARATION

5. GF SLAB / FLOOR

6. GF WALLS

1.1 Excavation to meet the RL. 5.04.

1.2 The first construction was piling the retaining wall with maximum height of 3200mm where the distance between each is 50mm maximum.

1.3 Piles were constructed using continuous flight auger where the concrete was pumped through the centre of auger as auger is withdrawn and placed down into centre of pile.

1.4 Excavation for footings and near footings were backfilled with compacted natural sand by hand rolling or tamping in accordance to AS. 3798.

1.5 All waters and any softened material was removed from the excavation before the concreting commences.

1.6 For slabs that were poured on ground, the entire surface had to be proof rolled with suitable equipment consistent with the site conditions.

4.1 Ground floor not only refers to the house, but also the decking areas.

4.2 The decking was framed with a typical construction of footing, stump, bearers and joists.

4.3 Concrete stumps were seen penetrating through the ground and above are the bearers which are fully nailed with 2/Trip-L-Grips.

4.4 The stump constructed 150mm above the base of the pad footing and manually rodded backfill-ed on the ground.

4.5 The ground floor slab framing was done with 100 x 100 x 6 SHS and hot dipped galvanised in size 360 UB 44.7 and 250 UB 31.4.

4.6 The slab was constructed above the framing from the basement floor.

2.1 When the excavation for the footing is finished and the inspection has been approved, a minimum of 50mm thick layer of blinding concrete filled the base with a minimum 150kpA bearing capacity.

2.2 The concrete was filled immediately after the holes were drilled, where soil is susceptible to collapse builder. Also, the holes need to be supported with formwork during construction process.

2.3 The concrete has a characteristic strength at 28 days (F’c = 32MPa) and adequately vibrated with internal vibrators.

2.4 The concrete is not to be placed in temperatures larger than 30° without prior consultation and subsequent approval by the engineer.

2.5 All concrete is to be cured in according to the exposure classification or approved by the engineer with reference to the exposure classification.

5.1 The slab was filled with 120mm thick suspended concrete slab (1.0 BMT Bondek Tray, 1 row of propping midspan. FC 40MPa concrete.

SL102 Top Fabric.)

5.2 Concrete Smoothing Machine can be seen on the first image which are used after the concrete was poured into the slab to be smoothened.

5.3 Ensuite 2 in the ground floor was covered with ceramic tile (300 x 300mm) with GF Superwhite Matt Finish - Fully Vitrified.

5.4 From the second image, it can be seen that there are some reinforced steel that penetrated through the slab. It was placed for the construction of ground floor walls. Also, the steel was protected with a yellow cap for safety reason.

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 4

3.1 The basement walls were constructed with 190mm reinforced blockwork retaining wall in accordance to the S.Eng drawings.

3.2 In between the blockwork and the framing, there is a room cavity of 50mm which includes insulation (R2.5 Bradford Soundscreen batts).

3.3 The inside were framed with 90 x 45mm studs at 600 centres.

3.4 After the framing was completed, the wall was covered with 13mm plaster board (water resistant to some wet areas).

3.5 All the framing members to have bolted connections to steel columns.

3.6 The framing was constructed with bracing system where one row of nogging (each 150mm) is staggered on a single line at the middle of the wall height. It has a wall top plate and bottom plate with fastener centres.

6.1 Constructed with in situ concrete with Insulation (R3.2 2x R1.6 Bradford Soundscreen batts).

6.2 Sarking to be included in the cavity room.

6.3 After the construction, the concrete wall was supported with a prop to uphold the wall from the pressure of strong wind.

6.4 In the inner part of the house, the walls were constructed with plywood bracing of 140 x 45 stud at 600 centres where the inside is covered with 13mm plasterboard (water resistant). Upon finishing the construction stage, the wall was supported with prop to uphold the wall from strong wind.

6.5 In this case, the study focused on the part of ensuite 2 inside the house, in which the walls were covered with ceramic tile (300 x 300mm) with GF Superwhite Matt Finish - Fully Vitrified.

12 CONSTRUCTION STAGES (7-12)

7. FIRST FLOOR FRAMING AND FLOOR

8. FIRST FLOOR WALLS AND ROOF FRAMING/ 1ST FIXES

9. ROOF SHEET AND GUTTERING

10. WINDOWS/ CLADDING

11. INTERNAL LININGS

12. JOINERY/ PAINTING

7.1 Framing to be done in accordance to AS. 1684.

7.2 The floor was constructed with 360 x 63 Hyspan Continuous Plate and 2-M12 Bolts at 1200mm CTS, Joint with Top Mount Hanger.

7.3 The framing was done with 310 UB 40.4.

7.4 It can be seen from the images above that the main construction material for the first floor framing and floor were Steel Universal Beam and Timber.

7.5 Light materials were used to comply with the load bearing capacity, hence, concrete was not a decent material to be used on the first floor.

7.6 The flooring in the main ensuite was covered with solid tiling of Calacata C’Marble (300 x 300 x 10 mm) with finish (honed and sealed) and joint of 1.5 mm.

10.1 Timber Cladding: 138mm x 19mm dressed, ship lapped, Spotted Gum cladding from ‘Woodform Architectural with fixings of silicone bronze ring shanked nails at 600 centres.

10.2 All glazing is to comply with AS1288 and the specification of sections.

10.2 The priority of selecting the glass type for the sliding doors should be about maximising the weight and thickness of the glass panels by using toughened glass that is graded with safety lamination.

10.3 Window mullions and frames have square edges and be single rebated on glazed side only (exterior).

10.4 All openable windows ro be lockable and have flywire screens.

10.5 All windows to have caulking and flashing to avoid the ingress of water into the internal space,

8.1 Roof framing tied down with galvanised strap or framing bracket in accordance with AS. 1684.

8.2 During construction stage, a minimum of 60% of the total permanent bracing is to be installed before the roof framing is installed.

8.3 Outside wall was constructed with timber cladding (138mm x 19mm dressed, ship lapped, spotted gum cladding).

8.4 The walls were constructed with plywood bracing of 140 x 45 stud at 600 centres where the inside is covered with 13mm plasterboard (water resistant).

8.5 Breathable sarking in the wall cavity with insulation (R3.2 2 x R1.6 Bradford Soundscreen batts).

8.6 The wall in the main ensuite was covered with solid tiling of Calacata ‘C’ Marble (300 x 300 x 10 mm) with finish (honed and sealed) and joint of 1.5 mm.

11.1 From the first image, it can be seen that the construction on the ceiling was still visible.

11.2 Next, the second image shows that the ceiling was then covered with13mm Plasterboard, in which the plaster board will be water resistant to some wet areas such as the ensuite.

11.2 After the construction of timber cladding, the surfaces are mostly covered with Plaster Board.

11.3 For roofing, Bradford R4.0 gold batts between rafters were used as insulation (Roofing safety mesh to be included with bulk insulation).

11.4 For walls, Insulation of R3.2 2xR1.6 Bradford Soundscreen batts was used mainly in the house.

Case Study: Queensclif House; Architect: John Wardle p. 5

9.1 Roof Sheet: Metal deck roof with Lysaght ‘Trimdeck Hi Ten’ (Colour: Winspray; Finish: Stainless Steel).

9.2 Rainwater collected on 350W x 100H Box Gutter with 1:100 falls to outlets.

9.3 Box Gutter should be maintained to avoid overflows of rain water and ensure that there all leaks are repaired.

9.4 The box gutter is connected to a downpipe.

9.5 150 x 75 PFC Roof Framing with 75 x 75 x 3 SHS and 240 x 45 HYDPSN LVL at 1200mm CTS. 9.6 Sarking to be included in the roof cavity to keep the house well-insulated from the heat in summer and retaining warmth in winter season.

9.7 The roof framing to be bolted with 2/Trip-L-Grips per rafter.

Paint: 12.1 Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck ‘Cotton Touch’.

ENSUITE Joinery: 12.2 Starphire Glass (6mm Toughened Glass).

12.3 Custom Turned Joinery on the wall.

12.4 Furniture including: Bathtub, Toilet, Cupboards, Sink, Drawers, Doors.

ENSUITE 2 Joinery: 12.5Mirror (6mm thick glass with polished exposed edges) 12.6 Furniture including: Bathtub, Toilet, Cupboards, Sink, Window, Door.

f

ABPL20033 - Construction Analysis, Semester 2 - 2018

Charensia Pricilla Rompis, 860209, September 2018 Queensclif House, Tutorial 11

Dr Alberto Pugnale – Subject coordinator Dr Sofia Colabella – Senior Tutor Dion Keech – Tutor

ASSIGNMENT 2 FLIPBOOK SECTION 2D: construction stages, details, and annotations.

STAGE 01 - PLAN

Retainment, Excavation, In-Ground Services 1. The first construction stage was piling retaining wall with contiguous bored piers with maximum height of 3200mm. The process was done with Continuous Flight Auger (CFA). Retaining wall was necessary to avoid the collapse of adjacent building. Minimum of 21 days has to elapse before excavation commences.

Continuous Flight Auger (CFA) piling machine.

Temporary Excavated Area

2

Auger is used to drill the soil within 3200mm.

Excavator

Concrete practice is to be in accordance with AS 3600 Concrete Structures Code.

The concrete used in piles to have an F’c= 32MPa at 28 days and vibrated with internal vibrators.

Soil to be Excavated Vertical Reinforcing

2

Excavation Depth = 3200mm (max.)

Concrete will be poured immediately through the center of the auger as the auger was withdrawn and the reinforcing cage to be placed into the centre of the pile.

50 (MAX)

1

3

50 (MAX)

Formwork

Retaining Wall

Arrangement of Contiguous Bored Piers

Builder needs to provide formwork for the holes during retainment process and also if the soil of the neighboring building is susceptible to collapse.

In this section cut, mass concrete piers founded below critical depth line (30° to horizontal).

3

Excavated Area

5 040 2. After the retainment process was completed, the excavation for the basement floor begins with excavator machine. The excavated area to meet the Reduced Level of 5.04.

Temporary excavation was done near the building area in which will be backfilled after the basement level is finished with natural sand.

Backfilling will be done with 95% standard compaction to AS 1289.

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 2

5 440 Sand Bed Natural Sand

4

Soil/ Earth

Excavator

Builder

Section cut after backfilling.

Scale 1:50 @A3

0

1m

3m

STAGE 01 - SECTION

Retainment, Excavation, In-Ground Services 3. Constructing traditional timber formwork with labour. Formwork is a temporary molds surrounding the area that will be poured with concrete. Protective yellow cap can be seen to avoid injuries on construction site.

note: - Builder to ensure all practice and materials comply with the current revision of all relevant SAA codes, the requirements of the Victorian Building Regulations, the Building Code of Australia, and the relevant authorities.

- Plumbing and Drainage system shall be in accordance to AS3500.

- All structural steel shall be in accordance to AS4100.

- All steel work shall be hot dip galvanised in accordance to AS/NZS 4680 Requirements, including nuts, bolts, and washers.

Safety Cap

4. Constructing sand bed. Sand is used to allow greater strength to construction material such as concrete.

The underside of sand bed greater than 100mm shall be filled with class 2 crushed rock or other suitable approved fill and spread in 150mm maximum layers and compacted to 95% if the standard dry density to AS 1289.

Sand

Crushed Rock First Floor - FFL 12.100

Formwork Support

5. After retainment and excavation process were finished, the workers started working for the in-ground services such as plumbing and drainage system.

Agricultural drain to remove the water from the back of retaining wall (90mm diameter agricultural drain wrapped in geotextile sleeve with connection to the legal point of discharge.)

Formwork with Safety Cap. Ground Floor - FFL 8.770

2

Drainage Pipe wrapped around geotextile.

Basement Floor - FFL 5.440

3

4 1

Scale 1:50 @A3

0

1m

3m

Drainage Pipe. Retrieved from: https://images.homedepot-static. com/productImages/36726eea-71 cb-4dcb-ba60-a6e9957ef7f0/svn/ advanced-drainage-systems-drains04730100bs-64_1000.jpg

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 3

STAGE 02 - PLAN Basement Slab

1. Before concrete pouring commences on site, 0.2mm thick Polythene Membrane was laid on top of the sand bed. This Polythene sheeting was used to absorb the moisture from coming through into the concrete slab.

Formwork Starter Bar Concrete

Temporary Excavation Chair Bar

50 mm Sand Bed

SL82 Fabric Top with 30mm cover

0.2mm Thick Polythene Membrane Joints taped with waterproof tape and adequately taped

note: refer to the section drawing for the arrangement of steel reinforcing mesh.

RL918 Fabric Bottom with 40mm cover

3. After the waterproofing has been done, the next process is putting square reinforcing mesh on top of the Polythene Membrane with RL918 Fabric with 40mm bottom cover. The bars will be supported by bar chair.

4. Installing starter bars on top of the steel reinforcing mesh. Also, ensure the bars are being protected with safety cap to avoid injuries. Starter bars to match the wall reinforcement with 55mm cover to rear face.

Polythene Membrane.

Retrieved from: http:// cromwellpolythene.co.uk/wordpress/wp-content/ uploads/2014/02/damp-proof-membrane.jpg

5.

Steel reinforcing mesh (SL82 Fabric top) will be used above the area of sand bed with 30mm cover and supported with chair bar.

4

Formwork

5 6

2. In preparation for the construction of basement slab, laser level was used as a measuring guide.

6 2

6. After the preparation has been done, concrete pouring commences on site. Concrete pump and mixer was used to pour concrete with F’c 32MPa.

+

Starter Bars

4

Reinforced Concrete Infill Slab

7

Screeding Board

5 400 Laser Level. Retrieved from: https:// upload.wikimedia.org/wikipedia/ commons/thumb/e/e9/LaserLevel.jpg/375px-Laser-Level.jpg.

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 4

5 440 4

Scale 1:50 @A3

0

1m

3m

STAGE 02 - SECTION Basement Slab

7. After the concrete board was used to moving the screeding motion could help

has been poured, screeding level the slab. Also, while board, sawing and chopping to compact the concrete.

8. Concrete that has been poured on the slab was adequately vibrated with internal vibrators for compaction.

5 Internal Vibrator. Retrieved from: https:// standardrentals.ca/images/cats-wacker/vibrator. jpg

6

Trowel Helicopter.

Retrieved from: https://thumbs. dreamstime.com/b/maleworker-power-trowel-toolfinishing-concrete-floor-smoothconcrete-surface-63000943.jpg

First Floor - FFL 12.100

7 10. The last step is concrete curing to avoid loss of moisture. The process includes holding water in the concrete to allow it to gain full strength. This will help protecting the slab from possible rain damage.

4

6

9. The slab was smoothened with a trowel helicopter.

+ Reinforcement at re-entrant corner.

Additional bars: 2 Strips of 3-8TM or 1 Strip of 3-11TM or 2-N12 Bars (2000mm long placed diagonally)

Concrete Curing. Retrieved from: https:// constructionreviewonline.com/wp-content/ uploads/2017/01/Concrete-curing-systems.jpg

Ground Floor - FFL 8.770 Concrete practice shall refer to AS3600 Concrete Structures Code.

All concrete shall be cured in accordance to the exposure classification or to the approval of the engineer with reference to the exposure classification.

6

The formwork needs to be removed prior to construction of retaining wall.

7 4

Basement Floor - FFL 5.440

5 6 3

Scale 1:50 @A3

0

1m

3m

3

1 3

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 5

STAGE 03 - PLAN Basement Walls

MASONRY BLOCKWORK - RETAINING WALL

2. Splice reinforcing vertical bars to starter bars, make sure to put on a safety cap on top of the steel bars to avoid injuries.

1. Measure and level the area where the blocks will be placed using a tape and position a string line as a guidance for each course.

3. Apply mortar (10mm) on top of the concrete footing where the concrete block will be placed.

Also, apply it to join each concrete blocks.

Repeat the step on each concrete blocks.

N16- 400mm vertical bars (55mm cover rear face).

N16- 400mm horizontal bars central.

Mortar

Starter Bars (55mm cover rear face with 60mm minimum of lap.

Temporary Excavation

4. For every second course, use channel blocks that will allow placement of the horizontal bars. The bars will be wired to the vertical bars.

7

Concrete Slab Agricultural Drain wrapped in geotextile sleeve (90mm diameter).

Medium duty galvanised sliding brick ties (AS2975).

SL82 Fabric top (30mm bottom cover).

190

190

390

190

190

RL918 Fabric (40mm bottom cover).

Retaining Wall

390

5. Install compressive foam backing rod and mastic sealant on each side of joint (to be fire rated).

Blockwork

6. Core fill retaining block wall with grout and rodded to ensure no void in grout. Placed in maximum lifts of 1m.

Commences after 5 days of completing the blockwork (AS3700).

Reinforced Concrete Infill Slab

7. After the wall has attained design strength for 28 days, the area of temporary excavation can be backfilled with natural sand (AS1289).

5 400 Mastic Sealant

Backing Rod

5 440

Blockwork

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 6

Scale 1:50 @A3

0

1m

3m

STAGE 03 - SECTION Basement Walls

COLUMN AND FRAMING

INTERNAL AND EXTERNAL WALL

Blockwork (AS2733).

50mm Cavity Room.

Wall Cavity Ties on every second course (AS2699).

R2.5 Bradford Soundscreen Batts Timber Studs (AS1684).

First Floor - FFL 12.100

13mm Plaster Board.

Blockwork (AS2733).

Timber Studs (AS1684).

R2.5 Bradford Soundscreen Batts

13mm Plaster Board.

note: - All blockwork practices shall be in accordance to AS3700 Masonry Code.

- The blocks shall refer to AS2733 with a minimum compressive strength of F’c= 20MPa - Mortar shall be in accordance to AS3700 and consist of 1 part cement, 0.25 part hydrated lime, and 3 parts of clean hard sand with no additives.

- Grout shall have cement of not less than 325kg/m^3, F’c=20MPa, maximum aggregate size is 10mm, and maximum slump of 200mm.

- Waterproof sheeting outside of the retaining wall before backfiling.

- Timber framing shall be in accordance to AS1684.

- All timber studs shall be tied down to top and bottom plates with galvanised strap, in which bottom plate to be ramset fixed slabs or footings at 450c/c.

50mm Cavity Room.

Internal Column.

6 Continuous Fillet Weld (AS1554)

20mm non shrink grout

110mm embedment

Square Hollow Section (AS4100) 12mm Base Plate

4-M16 Chemset Anchors

Ground Floor - FFL 8.770 Internal Wall Framing.

Top Plate

4 Nogging

2

Basement Floor - FFL 5.440 Bottom Plate 90 x 45mm timber studs The framing members (bracing system) are all bolted to the steel column and constructed in accordance to AS1684.

Scale 1:50 @A3

0

1m

3m

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 7

STAGE 04 - PLAN

Ground Floor Slab Preparation ARRANGEMENT OF UNIVERSAL BEAMS 171

1. Erect internal column.

2. Align the steel beams with the column and use cleat plate and bolts to join them .

146 252

352

9.7 75

6.9 155

9.5 Concrete Mixer Truck

6

360 UB 31.4

4

8.6

150 UB 18.0

6.1 Plaster Board

250 UB 31.4

89 x89 x 6 Square Hollow Section

100 x 100 x 6 Square Hollow Section

Excavation for Pad Footing

3

100 x 100 x 6 Square Hollow Section

178 406

75

12.8

7.8

150

410 UB 59.7

Connection of Universal Beam to the column (Square Hollow Section).

6mm Cap Plate 6 Continuous Fillet Weld

7

1

5

Excavation for Strip Footing

150 UB 14.0

Connection of Universal Beam to other Universal Beam.

Connection of Universal Beam in internal wall.

Basement Wall Retaining Wall 1

Universal Beam

Universal Beam

Universal Beam

Universal Beam

Plaster Board

16mm Cap Plate, 10mm Stiffener Plate, 6 Continuous Fillet Weld, 6 Continuous Fillet Weld 2-M20 8.8/s Bolts on each side of web

5 400

Column

5 440

Universal Beam

2

2 1

10mm Cleat Plate 6 Continuous Fillet Weld 2-M20 8.8/s Bolts

10 mm Cleat Plate 6 Continuous Fillet Weld 2-M20 8.8/s Bolts

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 8

1

12mm Cleat Plate, 6 Continuous Fillet Weld, 3-M20 8.8/s Bolt.

Scale 1:50 @A3

0

1m

3m

STAGE 04 - SECTION

Ground Floor Slab Preparation

DECKING (AS3600)

3. Use shovel for the excavation of pad footing.

4. Pour concrete onto the ground and construct the stump including wire central as a reinforcement.

5. Put on safety cap to the top wire to avoid injuries. note: - All structural steel shall be in accordance with AS4100.

- All steel work shall be hot dip galvanised in accordance to AS/NZS 4680 Requirements.

- Footing shall have a minimum 150kPa Bearing Capacity.

300mm diameter x 150mm deep pad footing W10 wire at central First Floor - FFL 12.100

4

100 x 100mm Concrete Stump

Ground Floor - FFL 8.770

3

300mm diameter x 150mm deep pad footing

2

W10 wire at central

Universal Beam

Excavation for Pad Footing

1 Retaining Wall Column

100 x 100mm Concrete Stump

Timber Studs Framing

Basement Floor - FFL 5.440

Manually Rodded Backfill

300mm diameter x 150mm deep pad footing

Scale 1:50 @A3

0

1m

3m

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 9

STAGE 05 - PLAN Ground Floor Slab

Composition of the Ground Floor.

SLAB Concrete

4

Solid Stone Slab - Marble (Ensuite)

Concrete Pump

SL102 Fabric Top Particle Board

3 250 UB 31.4

1.0 BMT Bondek Tray

2

410 UB 59.7

120 x 45 Timber Battens 150 UB 14.0

1

1. Construction of ground floor slab commences with the placement of Universal Beams as previously described on stage 04. The Universal Beams vary in size and are attached to different parts of building, such as wall and columns. These Universal Beams are connected to the timber stud framing adjacent to the retaining wall.

Concrete Stump and Pad Footing

Concrete

2. Bondek is a reinforcement and ceiling system suitable for concrete slab. The bondek shall be hot dip galvanised and comply to AS1397.

SL102 Fabric Top

3. After the placement of bondek tray, steel reinforceing bar is arranged on top of chair bars.

Plastic Bar Chairs

4

SL102 Fabric Top

4. After the preparation has finsished, concrete pump is necessary to supply the concrete to the slab (F’c= 40 MPa).

5. After the concrete has been poured into the slab, the concrete has to be smoothened, vibrated, and then cured (AS 3600 Concrete Structures Code).

Bondek Sheeting

Starter Bar Intelocking two adjacent Bondek Sheet by pressing the edge of one sheet to the other.

Universal Beams

Screeding Board 5 Concrete

Bondek Tray Prop

Plaster Board

Universal Beam

Concrete 8 470 Mid Span

Mid Span

8 770

Slab Span

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 10

Scale 1:50 @A3

0

1m

3m

STAGE 05 - SECTION Ground Floor Slab

PARTICLE BOARD

note: - Timber framing shall be in accordance to AS1684.

- All structural steel shall be in accordance to AS4100.

- All steel work shall be hot dip galvanised in accordance to AS/ NZS 4680 Requirements.

- All concrete work shall be in accordnce to AS3600.

- The slab is covered with N12-300 x 1500 long on top with 45mm cover.

19 mm Yellow Tongue Particle Board

First Floor - FFL 12.100

120 x 45 Timber Battens

Particle board was used on the ground throughout the construction of framing.

DECKING (AS 1684)

4

90x22 kiln dried stringybark decking

5

Ground Floor - FFL 8.770

Bearer: 2/120 x 45 F7 Pine @450 centres.

Basement Floor - FFL 5.440

Joist: 90 x 45 F7 Pine @450 centres.

Stump: 100 x 100 Concrete Stump with W10 Wire Central.

Pad Footing: 300mm diameter x 600mm deep. note: 2X Joist for larger load.

Scale 1:50 @A3

0

1m

3m

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 11

STAGE 06 - PLAN Ground Floor Walls

EXTERIOR: CAST IN SITU CONCRETE WALL (AS3610)

Concrete Timber Studs Sheating

Steel Column

3 1

Timber Studs

Plywood as a pattern mould

8

Double Walers Timber Studs

3

4 Wall Ties with Bolt and Nut

Concrete Stump and Pad Footing

4 8

3

Temporary Prop

Steel Plate Temporary Prop

8 4 1. Erect primary steel column (100 x 100 x 6 Square Hollow Section).

2. Create a mark using stringline on the slab to create an outline of the wall.

3. Build traditional timber formwork and align it along the outline.

The formwork has to be: - Constructed rigidly and propped efficiently, and also braced horizontally and vertically.

- The joints in the formwork shall be tight to avoid leakage of the concrete.

- Construct the formwork on one side first before continuing on the second side.

4. On the formwork of exterior wall, timber is being used to imprint the texture into the concrete surface after it has been cured.

5. Coat the interior formwork with thin oil or form oil for easy removal aftercuring process.

6. Damp the slab before pouring concrete commences.

7. Pour concrete into the formwork using concrete pump (AS 3600).

8. Use temporary prop to hold the formwork 9. Concrete curing commences.

10. Removal of formwork after the curing has been done.

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 12

In Situ Concrete Formwork

Concrete 8 470

8

8 770

4

Scale 1:50 @A3

0

1m

3m

STAGE 06 - SECTION Ground Floor Walls

INTERIOR: STRAP BRACING (AS 1684) note: - 6mm thick plate cleat to be used with 2M16 8.8/S Bolts on each connection.

- Welding shall be 6mm full perimeter continuous fillet welfs carried out by an experienced operator (AS1554).

- All bracing shall be tight, straight, and align with the frame.

- All steel work, nuts, and bolts shall be hot dip galvanised (AS/NZS 4680 Requirements).

- All timber members shall be tied down using galvanised strap.

- All studs to be tied down to top and bottom plates with galvanised strap where bottom plate shall be fixed with ramset on slabs at 450 c/c.

- Fixing to sub floor shall be in accordance to AS 1684.

- Angled wall will be joined with connector plates.

30 x 0.8 Galvanised Strap, looped over plate and fixed to timber stud with 4 flat head nails to each end.

Top Plate

First Floor - FFL 12.100

4

3

1800

um

axim

00 m

o 27 um t

minim

30 x 0.8 Tensioned Galvanised Strap, fixed to steel plates with 4 flat head nails to each end.

8 Ground Floor - FFL 8.770

Bottom Plate.

Connected with M10 Chemset Anchors at 450 centres to concrete slab.

Basement Floor - FFL 5.440

scale 1:100 Strap Bracing 2700mm

Scale 1:50 @A3

0

1m

3m

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 13

STAGE 07 - PLAN

First Floor Framing and Floor 90

FLOOR FRAMING (AS 4100) 250 90

250 x 90 PFC

250

165 304

5.5

172 358.6

352

1fb16

1fb17

1fb15

1fb9-10

1fb14

1fj1

Steel Beam

310 UB 40.4

250 x 90 PFC

171

10.2

3

2

9.7

13

8 Scaffolding

360 UB 56.7 1

6.9 90

360 UB 44.7

250 x 90 PFC

360

250 x 90 PFC 4

360 X 90 hyjoist at 450 centres.

50

360 X 90 hyjoist 310 UB 40.4

100 note: the joist will be arranged in between the steel structures.

89 x 89 x 5 Square Hollow Section

100 x 50 x 6.0 Rectangular Hollow Section.

3 250 x 90 PFC 100 x 50 x 6.0 RHS

1. Prepare scaffolding up to the first floor so the workers can climb up easily,

Connection of Universal Beam with Square Hollow Section.

2. Arrange the floor members in accordance to the diagram above,

4

UB - PFC

In Situ Concrete Wall

3. Install floor bearers (steel structure) to the Square Hollow Section using 10-12mm cleat plate (vary according to the steel beams).

Connection of Universal Beam to Hyjoist.

Connection of Parallel Flange Channel to UB - PFC.

16mm Cap Plate, 10mm Stiffener Plate, 6 Continuous Fillet Weld, 6 Continuous Fillet Weld 2-M20 8.8/s Bolts on each side of web

3

360 UB 56.7

Square Hollow Section

250 x 90 PFC

Timber Studs

Universal Beam

Hyjoist

Connected with Top Mount Hanger

PFC

Timber Studs

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 14

UB - PFC

Universal Beam

90 X 45 Machine Grade Pine 10 at 1200 centres.

12 030 12 100

6

UB - PFC 10mm Cleat Plate 6 Continuous Fillet Weld 2-M20 8.8/s Bolts

Scaffolding

12mm Cleat Plate, 6 Continuous Fillet Weld, 3-M20 8.8/s Bolt.

Scale 1:50 @A3

0

1m

3m

STAGE 07 - SECTION

First Floor Framing and Floor

note: - Timber framing shall be in accordance to AS1684.

- All structural steel shall be in accordance to AS4100.

- All steel work shall be hot dip galvanised in accordance to AS/NZS 4680 Requirements, including nuts, bolts, and washers.

- All steel and timber framing shall have bolted connections to steel column with specified cleat plate and bolts on each connections.

4

First Floor - FFL 12.100 3 4

1

Ground Floor - FFL 8.770

I-Joist with Hanger. Retrieved from http://www.pryda. com.au/wp-content/uploads/2016/08/LT-RANGE-Ijoist-HangerTop-Mounted.jpg

Basement Floor - FFL 5.440

4. Install floor joist (360 X 90 hyjoist) at 450 centres with top mount hanger and attach it to the floor bearers.

5. Fibre cement sheet (6mm) will be laid on top of the joist and covered with Yellow Tongue Particle Board (19mm).

6. on

Scale 1:50 @A3

0

1m

3m

Construction of the first floor

the Decking Commences.

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 15

STAGE 08 - PLAN

First Floor Framing and Walls / 1st Fix Services COLUMN AND BRACING

The lower roof area will be framed with 240 x 45 Hyspan Level at 1200 centres and joint with joist hanger with 1-M12 Bolt at 450 centres.

3 75

Steel Beams

150 2 2

150 x 75 Parallel Flange Channel

5

75 x 75 x 3 Square Hollow Section

Scaffolding

1 3

150 x 75 PFC

2

PLYWOOD BRACING (AS 1684)

STRAP BRACING (AS 1684)

Fastener (centres): 50mm top and bottom plate 150mm vertical edges 150mm nogging 300mm intermediate studs

30 x 0.8 Galvanised Strap, looped over plate and fixed to timber stud with 4 flat head nails to each end.

Top Plate

Studs

150 x 75 PFC Top Plate

Horizontal butt joints fixed to nogging at 50 centres.

3

One row of nogging staggered on a single line at mid height of the wall.

75 x 75 x 3 SHS

150

6mm F11 Plywood studs @450 centres.

12 080 12 100

4

300

2700

900

Bottom Plate.

Connected with 30 x 0.8 galvanised straps looped around floor bearers at 450 centres.

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 16

2

30 x 0.8 Tensioned Galvanised Strap, fixed to steel plates with 4 flat head nails to each end.

Bottom Plate.

Connected with 30 x 0.8 galvanised straps looped around floor bearers at 450 centres.

Scale 1:50 @A3

0

1m

3m

STAGE 08 - SECTION

First Floor Framing and Walls / 1st Fix Services CONSTRUCTION SEQUENCES 3

1. Construct a higher scaffolding up to the lower roof level.

2

2. Erect 75 x 75 x 3 Square Hollow Section.

2

3. Install 150 x 75 Parallel Flange Channel to the steel column.

5

4. For the wall framing, use strap bracing and plywood bracing following the diagram on the previous page.

2

First Floor - FFL 12.100

5. Install insulation (R3.2 2x R1.6 Bradford Soundscreen Batts) in between the structural framing members.

CONNECTION TO FRAMING MEMBERS Connection of Parallel Flange Channel to other Parallel Flange Channel

PFC

PFC

10mm Cleat Plate 6 Continuous Fillet Weld 2-M20 8.8/s Bolts

Ground Floor - FFL 8.770

Connection to Parallel

PFC

of timber beam Flange Channel

Timber Beam

10mm Cleat Plate 6 Continuous Fillet Weld 3-M16 Bolts to PFC

Basement Floor - FFL 5.440

Scale 1:50 @A3

0

1m

3m

note: - Timber framing shall be in accordance to AS1684.

- All structural steel shall be in accordance to AS4100.

- All steel work shall be hot dip galvanised in accordance to AS/NZS 4680 Requirements, including nuts, bolts, and washers.

- All steel and timber framing shall have bolted connections to steel column with specified cleat plate and bolts on each connections.

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 17

STAGE 09 - PLAN

Roof Sheet and Guttering EDGE DETAILING Box Gutter (250W x 100H) with 1:100 falls to outlet

2/ Trip - L - Grips Lysaght ‘Trimdek Hi Ten’ Metal Roof Sheeting

Steel Beams

Roof Battens (90 x 35 MGP10)

Soldier Scaffolding

Stud Wall R4.0 Bradford Gold Batts

1-M12 Bolt

Box Gutter (250W x 100H)

Plaster Board

4

Roof Ridge

Roof Joist (240 x 45 Hyspan Level)

Overlapping Roofing Sheet Screw Washer Roof Sheet

5 Lysaght ‘Trimdek Hi Ten’ Metal Roof Sheeting

Screw Cap Flashing Screw Gutter Bracket

Downpipe Flashing

Box Gutter (250W x 100H) with 1:100 falls to outlet

2/ Trip - L - Grips

Decking fall: 4 degree

Outlet to the Drainage

Lysaght ‘Trimdek Hi Ten’ Metal Roof Sheeting

Soldier

Leaf Guard Box Gutter

Roof Battens (90 x 35 MGP10)

Stud Wall 1-M12 Bolt

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 18

Roof Joist (240 x 45 Hyspan Level) Scale 1:50 @A3

0

1m

3m

STAGE 09 - SECTION

5

Roof Sheet and Guttering

4

1

CONSTRUCTION SEQUENCES 1. Arrange the roof framing according to the diagram on the previous page (AS 1684).

2. The soldier will be attached with - roof joist (240 x 45 Hyspan Level at 1200 centres) with Joist Hanger (1-M12 Bolt) at 450 centres.

- roof battens (90 x 35 MGP10 at 900 centres) with 2/ trip - L - grips per rafter.

First Floor - FFL 12.100

3. Install insulation in (R4.0 Bradford Gold Batts) between the structural framing members.

4. Install box gutter (250W x 100H) with 1:!00 falls to the outlets.

5. Lay Metal Deck Roof sheeting with Lysaght ‘Trimdek Hi Ten’.

Sarking

Ground Floor - FFL 8.770

Lysaght Trimdek. Retrieved from https://www. lysaght.com/sites/default/files/styles/product_ gallery_image/public/1_9_0.jpg?itok=o-uA17TG.

Basement Floor - FFL 5.440

Scale 1:50 @A3

0

1m

3m

note: - Installation of roof sheeting shall be in accordance to AS1562/ - Roof framing members shall be securely tied down to supporting structure (soldier or steel beams).

- All steel members (metal, nuts, and bolts) shall be galvanised and comply to AS 4680.

- Provide at least two metal strap roof braces to load bearing structure in opposing directions with approximately 45 degree in each section of roof ceiling and framed stud walls.

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 19

STAGE 10 - PLAN

Cladding and Window CLADDING (AS 4785)

GROUND FLOOR

FIRST FLOOR Cleat Welded to Parallel Flange Channel

Parallel Flange Channel

110mm x 19mm finished size, Kiln dried and dressed square edged. Spotted Gum custom cut boards from ‘Woodform Architectural’

138mm x 19mm dressed, ship lapped, Spotted Gum cladding from ‘Woodform Architectural’

Fixings: silicone bronze ring shanked nails @ 600 centres

Fixings: silicone bronze ring shanked nails @ 600 centres

118 x 42mm Dressed Spotted Gum Stud Framing

note: All claddings to be applied with 3 coats Quantum “ Aquaoil Transparent – Wood tones” .

Use Aquaoil Gold + Aquaoil wood tones Walnut + 3 points E(blue) per litre.

Apply 2 coats during construction and 1 coat at completion of project.

43 x 32mm Dressed Spotted Gum Rail with Weathered Tops

Spotted Gum Clad

Scaffolding

1

138 x 19 mm Spotted Gum Cladding

110 x 42mm Dressed Spotted Gum Stud Framing R3.2 2x R1.6 Bradford Soundscreen Batts 170 x 32mm Blackbutt Edge Board

138mm x 19mm dressed, ship lapped, Spotted Gum cladding.

Plaster Board

Window

Box Gutter (250W x 100H)

140 x 45 mm Studs at 600 centres (nogging from Strap Bracing).

INTERIOR

12 080 Decking

12 100

75 x 75 x 3 SHS

110mm x 19mm finished size, Kiln dried and dressed square edged Spotted Gum cladding.

EXTERIOR section cut on the claddings

not to scale

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 20

not to scale

Scale 1:50 @A3

0

1m

3m

STAGE 10 - SECTION Cladding and Window

CONSTRUCTION SEQUENCES 1. The construction of cladding begins on the first floor.

1

3

First Floor - FFL 12.100 note: - Timber cladding shall be in accordance to AS 4785.

- Timber framing shall be in accordance to AS1684.

- Structural timberwork and its testing shall be in accordance to AS 1720 Timber Structures Code.

- All timber members to be tied down using appropriate products (galvanised strap).

- All windows to have caulking and flashing to avoid ingress of water into the internal area.

- All openable windows to be lockable and have flywire screens.

2. After the cladding on the first floor has been finished, construct the cladding on the ground floor.

2 Ground Floor - FFL 8.770 3. Window construction commences (AS2047 and AS1288).

Basement Floor - FFL 5.440

Scale 1:50 @A3

0

1m

3m

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 21

STAGE 11 - PLAN Internal Linings 1. WALL INSULATION Install wall insulation in between the framing member.

Basement Floor: R2.5 Bradford Soundscreen Batts.

2. PLASTER BOARD (13mm) Wall and ceiling on all floors using dry wall method (waterproofed AS3740.)

Plaster Board

Ground Floor: R3.2 2x R1.6 Bradford Soundscreen Batts.

First Floor: R3.2 2x R1.6 Bradford Soundscreen Batts.

Scaffolding

138 x 19 mm Spotted Gum Cladding

1

12 080 Box Gutter (250W x 100H)

12 100

Scaffolding

2

75 x 75 x 3 SHS Decking

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 22

Scale 1:50 @A3

0

1m

3m

STAGE 11 - SECTION Internal Linings

CONSTRUCTION SEQUENCES 1. After the roof has been covered, the construction of internal linings begin with installing insulation on the wall.

2

2. Cover the wall and ceiling with 13mm plasterboard. Attach it to the structural framing member (Steel Beams or Timber Studs).

First Floor - FFL 12.100

2

Ground Floor - FFL 8.770 DRY WALL FINISES

1

2

Basement Floor - FFL 5.440

1. Use a flat knife and spread a wide layer of joint compound along the surface.

2. Apply the drywall tape along the joinery.

3. Apply another layer of compound on top of the tape.

4. Apply a thin and smooth layer as a finishing.

5. Leave it for at least 24 hours and smoothen the wall with 120 grit sandpaper.

note: Builder to ensure all practice and materials comply with the current revision of all relevant SAA codes, the requirements of the Victorian Building Regulations, the Building Code of Australia, and the relevant authorities.

Scale 1:50 @A3

0

1m

3m

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 23

STAGE 12 - PLAN Joinery/ Painting

1. GROUND FLOOR: ENSUITE 2

2. FIRST FLOOR: ENSUITE

Box Gutter (250W x 100H) Roof Ridge

Paint: - Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck‘Cotton Touch’ (AS/NZS2311).

Joinery: - Starphire Glass (6mm Toughened Glass).

- Custom Turned Joinery on the wall.

- Furniture including: Bathtub, Toilet, Cupboards, Sink, Drawers, Door.

Wall and Floor Finishes: Ceramic Tile (300x300mm) with GF Superwhite Matt Finish - Fully Vitrified.

Decking Paint: Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck ‘Cotton Touch’ (AS/NZS2311).

Joinery: - Mirror (6mm thick glass with polished exposed edges) - Furniture including: Bathtub, Toilet, Cupboards, Sink, Window, Door.

Lysaght ‘Trimdek Hi Ten’ Metal Roof Sheeting

Wall and Floor Finishes: Calacata ‘C’ Marble (300x300x10mm) with finish (honed and sealed) and joint of 1.5mm.

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 | T11, Dion Keech p. 24

Scale 1:50 @A3

0

1m

3m

STAGE 12 - SECTION Joinery/ Painting

3. BASEMENT FLOOR: STORE

2

First Floor - FFL 12.100 Paint: Dulx Specifier “Heifer” P14B2 (AS/NZS2311).

Floor Finishes: Resilient flooring on 3.2mm thick corkment from: Forbo Marmoleum fresco.

1 4. CLADDING

Ground Floor - FFL 8.770

Basement Floor - FFL 5.440

Apply one coat of Quantum “ Aquaoil Transparent – Wood tones”. Use Aquaoil Gold + Aquaoil wood tones Walnut + 3 points(blue) per litre.

Scale 1:50 @A3

0

1m

3m

Case Study: Queenscliff House [Section 4B]; Architect: John Wardle p. 25

f

ABPL20033 - Construction Analysis, Semester 2 - 2018

Charensia Pricilla Rompis, 860209, October 2018 Queenscliff House, Tutorial 11

Dr Alberto Pugnale – Subject coordinator Dr Sofia Colabella – Senior Tutor Dion Keech – Tutor

ASSIGNMENT 3 FLIPBOOK SECTION 3D: layers of information

1. Structural Systems, below ground

Excavated Area

Queenscliff house is located near the beach and next to an existing building. These site conditions had affected the design and construction of the house. The entrance to the Queenscliff House is elevated to provide view towards the beach as you reach to the uppermost level. The house is designed to capture the sun from the north and also block the strong southerly winds. Due to the location of the house near the beach, all the steel members that were used in the building had to be galvanised to prevent rusting.

100mm x 100mm concrete stump with W10 wire central.

Pad Footing (300mm diameter x 150mm deep) Masonry Blockwork

The building is located next to an existing building which affected the excavation process. Although it is not shown in this section, contagious bored piers were used to prevent the nearby building from collapsing during the construction stage.

Excavation and backfill were necessary for the construction of the strip and pad footings, and also the basement floor that is constructed with reinforced concrete infill slab (horizontal) and concrete blockwork as a load bearing wall (vertical).

Strip Footing (300mm wide x 400mm deep trench mesh with L11 trench mesh, 3 main wires top and bottom)

Reinforced Concrete Infill Slab

Starter Bar

0.2mm Thick Polythene Membrane

Structural systems, below ground

Concrete

Horizontal

Vertical

50 mm Sand Bed

Contiguous Bored Piers

Strip Footing

Foundation

Mass Concrete Piers

Excavation

Sand Bed

Back Fill

Rectangular Reinforcing Mesh

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 2

Chair Bar

Pad Footing

Masonry Blockwork

3m

SL82 Fabric Top with 30mm cover

N16- 400mm vertical bars (55mm cover rear face).

N16- 400mm horizontal bars central.

Starter Bars (55mm cover rear face with 60mm minimum of lap.

RL918 Fabric Bottom with 40mm cover Joints taped with waterproof tape and adequately taped

190

190

390

190

190 390

2. Structural Systems, above ground The structure defines a boundary in the house through primary, secondary, and tertiary structure. The horizontal element (floor) creates a division between each floor levels, whilst the horizontal element (wall) creates a space inside the house.

The slab in the ground floor was supported with universal beams that are connected to the steel hollow section from the basement level. The ground floor was constructed with in situ concrete slab with imprinted timber texture in the outside wall.

The structure of the wall consists of timber strap bracing for the internal partitions and steel hollow section that acted as a load bearing element that holds the structure. The roof was constructed with tmber framing from joists, bearers, battens and soldiers.

Structural Systems, above ground Vertical

Horizontal

Basement

Ground Floor

Primary Structure: Steel Hollow Section (Column) Universal Beams Masonry Blockwork (Retaining Wall) Timber Strap Bracing Concrete Infill Slab

Primary Structure: Steel Hollow Section (Column) Universal Beams Timber Strap Bracing Concrete Stump Concrete Suspended Slab

Secondary Structure: Noggings

Secondary Structure: Noggings

First Floor Primary Structure: Steel Hollow Section (Column) Universal Beams Parallel Flange Channel Timber Hyjoists Timber Strap Bracing Secondary Structure: Noggings

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 3

3m

Roof Primary Structure: Parallel Flange Channel Secondary Structure: Bracing - Timber Battens and Soldier Sheeting

2. Structural Systems, above ground

BASEMENT FLOOR

171 352

9.7 75

6.9 155

146 252

9.5

6

360 UB 31.4 8.6

150 UB 18.0

6.1 Plaster Board

250 UB 31.4

89 x89 x 6 Square Hollow Section

100 x 100 x 6 Square Hollow Section

100 x 100 x 6 Square Hollow Section

178 406

7.8

410 UB 59.7

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 4

3m

75

12.8 150

7

5

150 UB 14.0

2. Structural Systems, above ground

GROUND FLOOR and FIRST FLOOR SLAB Concrete

SL102 Fabric Top

250 UB 31.4

1.0 BMT Bondek Tray

410 UB 59.7 150 UB 14.0

90 250 90

250 x 90 PFC

250

165 304

5.5

172 358.6

352

2

9.7

3

13

8

360 UB 56.7

6.9 90

360 UB 44.7

360 360 X 90 hyjoist at 450 centres.

50 100 100 x 50 x 6.0 Rectangular Hollow Section.

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 5

3m

1fb16

310 UB 40.4

250 x 90 PFC

171

10.2

89 x 89 x 5 Square Hollow Section

1fb17

1fb15

1fb9-10

2. Structural Systems, above ground

FIRST FLOOR and ROOF STRUCTURE Roof Battens (90 x 35 MGP10) 2/ Trip - L - Grips

Soldier

75

Roof Joist (240 x 45 Hyspan Level)

150 150 x 75 Parallel Flange Channel 75 x 75 x 3 Square Hollow Section

PLYWOOD BRACING (AS 1684)

STRAP BRACING (AS 1684)

Fastener (centres): 50mm top and bottom plate 150mm vertical edges 150mm nogging 300mm intermediate studs

30 x 0.8 Galvanised Strap, looped over plate and fixed to timber stud with 4 flat head nails to each end.

Top Plate

Studs

Top Plate Horizontal butt joints fixed to nogging at 50 centres.

One row of nogging staggered on a single line at mid height of the wall.

150

6mm F11 Plywood studs @450 centres.

2700

0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 6

300

Scale 1:50 @A3

Bottom Plate.

Connected with 30 x 0.8 galvanised straps looped around floor bearers at 450 centres.

3m

900

30 x 0.8 Tensioned Galvanised Strap, fixed to steel plates with 4 flat head nails to each end.

Bottom Plate.

Connected with 30 x 0.8 galvanised straps looped around floor bearers at 450 centres.

3. Internal (non-load bearing) Partitions The internal partitions inside the house creates a division of space inside the house. Internal partitions are necessary inside the house to separate the area of public and private inside the house. Especially in this section cut, the partitions separate the ensuite and the bedroom in ground floor and first floor, In the first floor, the toilet is being separated within the ensuite, to create a more private space and provide comfort for the two individuals living in a shared bedroom.

On the other side, the ground floor’s ensuite is not bounded by a fixed wall as there is no privacy needed from the bedroom.

In the area store room

of is

basement floor, not bounded

the by

cellar fixed

and wall.

ENSUITE

Internal Partitions

Fixed 13mm Plaster Boards

Movable

ENSUITE 2

Doors

STORE ROOM

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 7

3m

4. Environmental Protections The perspective section cuts through the part of two ensuites inside the house. The architect approached the design of environmental protections through the waterproofing on the wet areas such as ensuite. The house is sheltered with a roof sheeting and gutter that is connected to the downpipe. In order to keep the warmth inside the house during winter and keep it cool during summer, insulation is necessary and placed in between the structure of timber bracing. The waterproofing system is on the opening of the window such as window headings, jamb flashing, and window sills. This is to prevent water from getting through.

Lysaght ‘Trimdek Hi Ten’ Metal Roof Sheeting Box Gutter (250W x 100H) with 1:100 falls to outlet Outlet to the Drainage

Environmental Protections

Horizontal

Vertical

Water-Proofing

Ensuite on Walls, Ceilings. and Flooring

Insulation Bradford Soundscreen Batts Basement Wall: R2.5 Ground Floor Wall: R3.2 x 2x R1.6 First Floor Wall: R4.0 Roof Trimdek Hyspan Roof Sheeting Sarking

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 8

3m

Window Flashing

5. Mechanical and electrical systems The architect approached the strategy of placing ensuites in the same zoning to enable efficiency in terms of the piping work and water supply. The architect also approached the idea of having window inside the ensuites for a better airflow and ventilation.

There is no heating and cooling system inside the ensuites. however, there is an exhaust fan to remove smoke and odours.

Window

Switch Board

Window

Downlight Sewer Pit

Mains Water

Mains Water Essential services

Water Supply Switch Over Controller Free Standing Pump Rinwater to Irrigation System

Sink, Bathtub, Shower, Toilet.

Electricity

Downlight, Light Switch, Power Point, Switch Board.

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 9

HVAC 3m

Ventilation through Window.

6. Physical Enclosures systems The physical enclosure of the house is important as it provides shelter to the house, prevent water from getting through, and cover the internal structure of the house.

The exterior of the house is being covered with timber cladding to hide the structure and internal spaces, block unwanted solar heat gain during summer, and to also provide privacy inside the house. The finishes inside the house are designed to cover the structure and show materiality of the internal space.

Roof is a major part of physical enclosure system as it acts as a shelter to the house, it prevents rainwater from coming into the house.

Enclosure Systems

Horizontal

Vertical Windows Roof External Cladding

Ground Floor: 110mm x 19mm finished size, Kiln dried and dressed square edged. Spotted Gum custom cut boards from ‘Woodform Architectural’ First Floor: 138mm x 19mm dressed, ship lapped, Spotted Gum cladding from ‘Woodform Architectural’

Internal Finishes

Ground Floor: Ceramic Tile (300x300mm) with GF Superwhite Matt Finish Fully Vitrified.

Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck‘Cotton Touch’

Scale 1:50 @A3 0

1m

ABPL20033 - 2018, Charensia Pricilla Rompis | 860209 T11, Dion Keech. p. 10

Basement: 13mm Plaster Board Dulx Specifier “Heifer” P14B2

3m

First Floor: Calacata ‘C’ Marble (300x300x10mm) with finish (honed and sealed) and joint of 1.5mm.

Dulux Professional Enviro 2 Low Sheen Acrylic with Low Toxicity and coating of Taubmans Spectrum Fandeck ‘Cotton Touch’