ASSIGNMENT 2
FLIPBOOK SECTION 2D: CONSTRUCTION STAGES, DETAILS AND ANNOTATIONS
ABPL20033 - CONSTRUCTION ANALYSIS, SEMESTER 2 - 2020 DR ALBERTO PUGNALE, SUBJECT COORDINATOR DR SOFIA COLABELLA, SENIOR TUTOR DION KEECH, TUTOR CAYLEY CHAN, 982348, 25/09/2020 THE LAKE WENDOUREE RESIDENCE SECTION 1D, TUTORIAL 12
STAGE 1
In this stage the planning has been approved by the Ballarat City council, with building permits appointed to the builder. Demolition is completed by the owner using an external demolition company which removed all the vegetation and previous dwelling from the site. The site is scraped of wild grasses and vegetation that may have grown between the time of demolition and construction. Safety fencing is installed around the site in preparation of construction, with site sheds placed for builders and the construction team. A compacted engineers fill was overlayed onto the top soil present on site. The surveyor has completed a grid set out for the builders. Trenching was conducted using an excavator for footings to be poured and service connections and pipes to be installed. The concrete arrives on site in a cement truck and is inspected by the building surveyor prior to it being poured. All water and softened materials are removed from the trench excavation site prior to the concrete being poured. The unreinforced blinding concrete is then poured into the trenches using a concrete pourer. The concrete is cured for a minimum of 7 days after it is poured using the approved method and is commenced within two hours of its placement.
SITE PREPARATION AND FOOTING (EXCAVATION, DEMOLITION, FOUNDATION, TRENCH WORK, RETAINMENT AND SERVICE PIPES LAYOUT)
50mm packing sand. Compacted engineer fills.
The site is scraped, then excavated and trenched to begin the pouring of footings.
Temporary fencing was erected around the boundaries of the construction site for safety and to prevent trespassing. A compacted fill is made over the pre-existing soil to ensure there is stability for the foundation to be cast on.
The previous home and surrounding vegetation is demolished and removed from site.
Top Soil.
Unreinforced blinding concrete is used to create the footings which are 300mm x 385mm, 200mm into stiff clay.
Blinding concrete footing. 200mm into stiff clay.
B 1
SECTION DETAIL 1.01
50mm of packing sand is layered on top of the compacted fill to give a smoother surface to lay the slab on.
SECTION DETAIL 1.01 A 1
STAGE 1 SECTION
PAGE 1: SITE PREPARATIOAN AND FOOTING
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
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GROUND FLOOR SLAB
20-40mm Pyranese Sandstone.
Form work is constructed from timber to create a container in which the concrete slab is poured. It is held in place with star stakes that have yellow caps for safety. 50mm of packing sand has been laid on top of a compacted fill with a polythene membrane laid over the trenches. Steel bars are places as reinforcement on top of the footings. Polystyrene waffle pods are placed on top of the polythene membrane. Steel reinforcement bars are placed on top of the waffle raft pods, 40mm from the surface of the slab. Hydronic pipework is overlaid on the steel reinforcement, with another layer of steel reinforcement bars being placed above the hydronic pipework, at a height of 20mm below the surface of the slab, sandwiching it in. The concrete mix is poured on top of the prepared void formers and reinforcement using a concrete pourer and is smoothed. Cast-in plates are put into the slab, with 4 steel reinforcement anchor bars welded to the underside of the plates. These plates later support the steel members of the conservatory. The reinforced concrete waffle slab is mechanically vibrated to remove air bubbles. The concrete is then cured for a minimum of 7 days and later tested after 28 days. After testing, the form work is then removed.
Reinforced Concrete Waffle Raft 0.2mm plastic polyethylene membrane on 50mm packing sand. Polystyrene waffle pods. 3 steel reinforcing bars to the base of the internal beam.
Bar chairs keep the steel reinforcing grid suspended as the concrete is poured.
Compacted engineer fills. Top soil. Blinding concrete footing. 200mm into stiff clay. SECTION DETAIL 2.01
B 2
The edge of the slab consists of a two part pour, casting in the steel column and drainage grate. A plastic polyethylene membrane is placed on top of the packing sand, creating a waterproof layer for the slab to be poured on.
The concrete is mechanically vibrated to remove air bubbles. Form work is constructed from timber with timber props nailed to steel fence posts holding it in position.
The concrete is poured using a concrete pourer into the form work and is smoothed.
Polystyrene waffle pods are put into position.
Steel reinforcement rods ‘U’ Shaped starter bars cast 200mm minimum into base slab 400mm maximum centres. Steel reinforcement bars.
Steel rods in a grid set out are used as reinforcing 40mm and 20mm below the surface of the slab, sandwiching the hydronic heating pipes between the 2 layers.
Reinforcing square mesh fabric top and bottom to base edge beam.
SECTION DETAIL 2.01
A 2
SECTION DETAIL 2.02
STAGE 2 SECTION
PAGE 2: GROUND FLOOR SLAB
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
SECTION DETAIL 2.02
C 2 NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
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STAGE 3
Prefabricated hot rolled steel is manufactured in a factory in standardised sizes and brought to site on a truck. A crane is used to erect the steel columns and beams in accordance to the structural drawings. The galvanised steel cast-in plate are set into the slab and have 4 steel reinforcement rods welded to the underside using a continuous fillet weld. The columns are then brought to site prefabricated, and suspended by a crane to be welded on site to the cast-in plate using a full strength butt weld after the slab is cured. A combination of primed and galvanised steel is used. The majority of the steel structure is constructed using primed steel, which is painted grey and concealed by the rest of the wall and intermediate floor structure, sheltering it from the elements and preventing rust. The columns within the conservatory are galvanised as they are exposed and are identifiable by their shiny silver appearance. These steel members are bolted and welded into place using a combination of different welds like a full strength butt weld or a continuous fillet weld. The exposed columns within the conservatory are created using a 180mm parallel flange channel column and a 10mm closer plate to create sharp edges to the rectangular member for aesthetic purposes. The other structural concealed steel members which were not visible once construction was completed utilised rectangular hollow sections which had curved edges.
VERTICAL STRUCTURE ABOVE GROUND (STEELWORK AND TIMBER STUD FRAMING)
Fabricated 180mm parallel flange channel column, with 10mm closer plate. Plate attached using a full strength butt weld to the 180 parallel flange channel which was then grounded smooth. The column was hot dipped galvanised.
10mm cleat plate, continuous fillet weld to the steel beam and 2-M20 8.8/S bolts
300mm parallel flange channel. 250mm steel parallel flange channel.
310mm universal beam 32kg/m.
250mm steel parallel flange channel.
200mm x 100mm x 5mm rectangular hollow section.
75mm x 75mm x 6mm dropper.
350 deep ‘long reach’ timber floor trusses at 450mm centres. 300mm parallel Reinforced concrete waffle flange channel. raft slab.
A 3
STAGE 3 SECTION
PAGE 3: VERTICAL STRUCTURE ABOVE GROUND
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
200 x 200mm galvanised steel cast-in plate welded to the column using a full strength butt weld.
Drape steel reinforcement grid as required.
4 steel reinforcement anchor bars are attached to the underside of the cast-in plate using continuous fillet welds.
200mm x 100mm x Polystyrene waffle pods. 5mm rectangular hollow 0.2mm plastic polyethylene section. membrane on 50mm of packing sand. Top soil.
SECTION DETAIL 3.01
Steel column.
SECTION DETAIL 3.02
350mm deep ‘long reach’ timber floor trusses at 450mm centres.
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
B 3
SECTION DETAIL 3.01
C 3
SECTION DETAIL 3.02
Every second joist is fixed to the top flange with 10mm bolts, alternating each side of the web. 310mm steel universal beam 40kg/m.
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STAGE 4
Scaffolding is installed for safety when the intermediate floor structure is being constructed. Particle board and plywood are used to construct the substrate of the second floor, allowing a surface for the floor finishes to be placed on as well as a surface for construction workers to stand on as the walls of the first floor bedrooms was constructed. Timber framing in the form of 120 x 45mm seasoned pine studs and noggins are constructed at 600mm centres. 350mm long reach timber floor trusses are installed at 450mm centres. Timber props are utilised to hold the stud walls in position as they are being fastened and removed once the strap wall bracing is applied. 30 x 0.8mm tensioned galvanised metal straps nailed to the plates with 4/30mm x 28mm galvanised flat head nails to each end at an angle of 30 to 60 degrees. Plywood sheeting is nailed to the timber frame, and is fixed to the studs with 30mm x 2.8mm galvanised flat head nails, acting as a surface for the zinc wall cladding to be secured to later. G clamps are used to fasten the stud frames onto the steel columns until they were structurally sound.
INTERMEDIATE FLOOR STRUCTURE
Timber framing in the form of 120mm x 45mm studs and noggings are constructed at 600mm centres. 30 x 0.8mm tensioned galvanised metal straps nailed to the plates with 4/30mm x 28mm galvanised flat head nails to each end at an angle of 30 to 60 degrees.
10mm bolt to joist located directly below the braced wall.
Scaffolding was erected around the perimeter of the home
260mm parallel flange channel.
SECTION DETAIL 4.01
350mm deep ‘long reach’ timber floor trusses at 450mm centres.
SECTION DETAIL 4.02
350mm deep ‘long reach’ timber floor trusses at 450mm centres.
Timber beam. B 4
SECTION DETAIL 4.01
Timber top plate. Metal straps nailed at an angle of 30 to 60 degrees, spanning 1800mm to 2700mm.
30 x 0.8mm tensioned galvanised metal straps are nailed to plates with galvanised flat head nails to each end. Timber nogging. Timber stud.
Timber bottom plate.
A 4
C 4
STAGE 4 SECTION
PAGE 4: INTERMEDIATE FLOOR STRUCTURE
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
SECTION DETAIL 4.02
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STAGE 5
The timber roof structure is erected, consisting of timber battens and rafters. Once the timber structure is installed and nailed in position, plywood panels are overlaid on the walls and roof frame to create a continuous supporting substrate. Sarking is then placed on top of the plywood to act as a waterproof membrane to prevent moisture from entering the roof cavity. Roof sheets made of folded zinc sheets are used as the cladding on both the walls and the roof. To ensure that no rain water enters between roof panels, the roof is constructed to have a value above the minimum roof pitch required for zinc cladding. Two insulative layers are found in the roof, blanket insulation at the roof level and bulk insulation above the ceiling. There are box gutters within the roofing system that are made from folded colorbond metal. A plywood substrate is also used to provide structure to the gutters. The skylights are installed in bedroom 3 and 4 with weather seals to ensure no moisture or drafts are present. Flashing is placed above the window frames to direct rain water and capping installed on the edges of the roof.
ROOF SYSTEM: ROOF STRUCTURE, SHEETING, COVER AND SKYLIGHT SYSTEMS
Flat lock zinc cladding over plywood substrate to soffit. 200 x 45mm battens are positioned at 450mm centres.
SECTION DETAIL 5.01 50 x 70mm roof battens were spaced at 450mm centres.
Box gutters were placed on 19mm plywood with a 1:100 minimum fall to the outlet.
Colorbond flashing is placed over the edges of the timber roof structure, capping over the folded zinc roof sheet cladding to make the roof waterproof.
Flashing is installed over the window frame to create a weatherproof seal and direct water down the window frame.
Anticon 55 Lightduty blanket insulation of thickness 60mm and R value: 1.3 is placed in the ceiling of the roof as thermal insulation.
Particleboard substrate for the gutter.
19mm Marine grade plywood.
Zinc roof sheets. Sarking. Folded colorbond gutter.
Box gutter on 19mm plywood. 1:100 minimum falls to outlet.
B 5 A 5
Blanket insulation of 210mm thickness is packed into the ceiling between the battens with an R value of 4.1.
SECTION DETAIL 5.01
STAGE 5 SECTION
PAGE 5: ROOF SYSTEM
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
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STAGE 6
200 X 50mm roof battens at 450mm centres. Roof framing to engineer’s details.
EXTERNAL WALLS (CLADDING INCLUDED), WINDOW SYSTEMS, EXTERNAL DOORS Internal pelmet for blinds.
Folded zinc sheet cladding with 35mm high double lock standing seams.
All window frames are dressed, kiln dried Tasmanian Oak and are clear primed.
Matching zinc window head flashing down turned 20mm.
All windows and door frames have caulking and flashing to prevent water from seeping into the internal space.
Framing to profiled ceiling as required. External pelmet for aluminium louvre blind with 15mm marine grade plywood that has been painted.
3mm stopping bead to window frame.
B 6
Timber framed double glazed fixed window.
Sarking applied to 19mm marine grade plywood substrate fixed to timber studs behind.
Flashing under timber window sill.
Flat lock zinc cladding over plywood substrate to soffit.
B 6
SECTION DETAIL 6.01
The window mullions and frames have square edges and are single rebated on the glazed exterior side only.
B 6
180 x 60mm aluminium mullions are finished with Dulux Powder Coat in the colour ‘Precious Pewter Pearl’. Operable glass louvres/ mullion system by AGP group.
Single Glazed Pivot Door With On-Eazi Bottom Rail.
Concealed glazing channel set into joinery with a 140mm x 45mm Tasmanian Oak frame to the conservatory side and frameless on the other.
C 6
Matching zinc flashing into notch in underside of sill.
A 19mm marine grade plywood substrate is applied to the timber stud wall structure, with parking attached to the plywood. This marine plywood serves as a surface to apply the standing seam, folded zinc sheet cladding to ensure that it is well supported. The zinc cladding is a folded sheet with 35mm high double lock standing seams. Once the external wall cladding is completed, the windows and external doors are put into place. Glass is brought to site on vans and put into place using cranes and suction grips. All the glass on site is Grade A safety laminated or toughened glass. Vertical mullions and operable viridian glass louvres by AGP group were installed. The frames to the bedroom windows were constructed from a Tasmanian Oak head of 292mm and a sill of 44mm. In the conservatory, a 25mm x 25mm concealed glazing channel is set into the joinery with a 140mm x 45mm Tasmanian Oak frame on the interior and is frameless on the exterior. The window frames of the conservatory are made from 76mm thick laminated spotted gum and have flatscreen installed. Downpipes are fixed to the exterior walls using a VM Zinc Autumn Red Pigmento Plus round downpipes with a 100mm diameter. Matching zinc offset fixing straps hold it in place. The steel frame of the conservatory bench top is installed, with mitre cut corners that are welded together with a full strength butt weld and columns cast into the slab.
Timber window frames and doors are primed on site with BAR-D-K.
Mullion and column conceal fixed.
C 6
SECTION DETAIL 6.02
Mitre cut corners were welded together with a full strength butt weld.
6 continuous fillet weld on all sides around.
SECTION DETAIL 6.02
C 6
Properietrary vertical bulb seals down mullions and the edges of the glass louvres.
A STAGE 6 SECTION 12 PAGE 6: EXTERNAL WALLS
ASSIGNMENT 2: FLIPBOOK SECTION 2D
All glass is Grade A safety laminated or toughened glass.
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
D 6
SECTION DETAIL 6.03
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
The steel frame is welded on site with a continuous fillet weld to the cast-in plate which is supported by 4 steel reinforcement anchor bars.
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Bradford Soundscreen Plus 88mm Insulation with an R-Value of 2.5.
STAGE 7
INTERNAL PARTITIONS, CEILING STRUCTURE, ROUGH-IN SERVICES, WALL LINING Within the internal walls of the house Bradford Soundscreen Plus insulation with an R value of 2.5 and a thickness of 88mm is installed.
B 7
PLAN DETAIL 7.01
120 x 45mm Studs at 600mm Centres. 13mm Plasterboard.
The air conditioning pipes are fitted in the ceiling.
In the external walls of the house, Bradord Soundscreen Plus insulation with an R value of 3.2 and thickness of 120mm is installed.
Electrical services are threaded through the stud walls and ceiling. 13mm plasterboard attached to the stud walls using stud adhesive and screws.
The water pipes for the hydronic heat panel are threaded through the wall.
Bulk insulation is padded into the stud walls. Electrical services are threaded through the stud walls and ceiling. Hydronic heating pipes are installed through the walls to be attached to the panels installed in the bedrooms in stage 8. 13mm plasterboard is brought to site in standardised sheets and is measured and cut into the size required. The ceiling plasterboard is often installed first to reduce potential damages. Stud adhesive is applied approximately every 200-300mm and the plasterboard sheet is placed on top of it. It is screwed to the stud frame with screws and a drill horizontally, with alternating joints. Black block sheets are cut and placed behind the plasterboard to support the plasterboard sheets across their span and are secured with screws and adhesive. The wall plasterboard is installed next, with the same process of stud adhesive and screws to secure it to the timber stud wall. 90 Degree plaster trims are used at the corners of plasterboard walls to strengthen the edge and prevent damage. They are either stapled or nailed in place. Tape is placed over the joints of the plasterboard. A topping compound is spread over the plasterboard joints, edges and screws. A steel frame is installed in the bedrooms to support the joinery that is built and installed in stage 8. Sanding plates and sanding blocks are used to sand down the plasterboard once the topping compound is dry to achieve a smooth finish.
Plasterboard joints taped and smoothed using a topping compound. Topping compound is sanded using sand
Bradford Soundscreen Plus 120mm Insulation with an R-Value of 3.2.
Spotted Gum Timber Veneer Panels
Between the floor joists of the level 1 floor, Bradford Soundscreen Plus insulation with an R value of 3 and thickness of 120mm is installed.
13mm Plywood.
120 x 45mm Studs at 600mm Centres. C 7
A 7
PLAN DETAIL 7.02
Bradford Soundscreen Plus 88mm Insulation with an R-Value of 2.5.
STAGE 7 SECTION
PAGE 7: INTERNAL PARTITIONS, CEILING STRUCTURE, ROUGHIN SERVICES, WALL LININGS
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
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STAGE 8
Once the plaster walls are sanded down, timber skirtings are installed using adhesive. Once these have set, often after a 24 hour period, the walls and ceilings are painted with Haymes Low Sheen Acrylic low toxicity paint. The Spotted Gum timber veneer panels are installed to the painted walls on the exterior of the bedroom walls and near the conservatory. The lighting fixtures and electrical outlets are installed. The air conditioning units are connected to the gas and liquid lines in bedroom three and four with the AC unit being mounted in place. The hydronic heating panels to bedroom 3 and 4 are also put into place, being mounted to the wall with steel brackets. The joinery installed in the bedrooms consists of a plastic laminate desk and cupboards which were prefabricated and brought on site. They are connected to steel brackets that extend from the wall.
FINISHING TRADES, JOINERY AND APPLIANCES
Air conditioning units put into place and connected to gas and liquid lines from the roof.
The marble bench top that extends into the conservatory is put into place over the steel frame. The flooring of the conservatory is tiled using Pyranese sandstone and is treated using 2 coats of dry treat satin proof.‘ACO K100’ sloping trench grates with ‘ACO Heel Guard 100’ class A grate was installed in the conservatory. The walls of the benchtop are finished with a 16mm Plastic Laminate with a particleboard substrate and natural
The plasterboard is painted using Haymes Low Sheen Acrylic low toxicity paint.
Pyranese sandstone.
Hydronic panels are wall mounted.
90mm grey block work wall in accordance with structural engineers details.
Timber skirtings installed using adhesive.
88mm thermal insulation with an R-value of 2.5. Spotted Gum Timber Veneer Panels.
ACO K-100 sloping trech grate and heel guard installed in the conservatory.
Marble benchtop lowered into place and secured to the steel frame. Pyranese sandstone in random sizes and thicknesses of 20-40mm are used as tiling for the conservatory floor.
70mm x 45mm studs at 450mm centres. Stone tile to return up face of wall. B 8
PLAN DETAIL 8.01
Sandstone treated with 2 coats of Drytreat Satin Proof.
Spotted gum sold timber to edge top veneer over to form mitred appearance. 30 x 20mm each outrigger welded to flat.
Tek screws. 4mm fillet weld. Steel support. Spotted Gum Timber Veneer Panels to all surfaces of fixed shelves. A 8
C 8
STAGE 8 SECTION
PAGE 8: FINISHING TRADES, JOINERY, APPLIANCES
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
SECTION DETAIL 8.02
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SITE PREPARATION AND FOOTING (EXCAVATION, DEMOLITION, FOUNDATION, TRENCH WORK, RETAINMENT AND SERVICE PIPES LAYOUT)
Temporary fencing was erected around the boundaries of the construction site for safety and to prevent trespassing.
Once the building surveyor has completed the grid set out for the builders, trenches were dug using an excavator in preparation of the installation of service connections and pipes as well as for the footings to be made.
The previous home and surrounding vegetation is demolished and removed from site. 50mm of packing sand is layered on top of the compacted fill to give a smoother surface to lay the slab on. A compacted fill is made over the pre-existing soil to ensure there is stability for the foundation to be cast on.
All water and softened materials are removed from the trench excavation site prior to the concrete being poured. The unreinforced blinding concrete is then poured into the trenches using a concrete pourer.
Unreinforced blinding concrete is used to create the 300 x 385mm deep internal beam footings. The site is scraped, then excavated and trenched to begin the pouring of footings.
A 9
After the concrete has arrived on site via a cement truck and has been inspected by the building surveyor, the unreinforced blinding concrete is poured and cured over a minimum period of 7 days.
STAGE 1 PLAN
PAGE 9: SLAB PREPARATION AND FOOTING
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
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At re-entrant corners, 1 strip of 3/12mm diameter steel trench mesh, or 3 steel reinforcement bars, 2.0m long shall be placed diagonally across the corner completed to engineer specifications, additional reinforcing is placed to prevent cracking in re-entrant corners as they are a weak point of the slab.
GROUND FLOOR SLAB
B PLAN DETAIL 2.01 10
Slab fabric.
Form work is constructed from timber with timber props nailed to steel fence posts holding it in position.
Form work is constructed from timber to create a container in which the concrete slab is poured. It is held in place with star stakes that have yellow caps for safety. 50mm of packing sand has been laid on top of a compacted fill with a polythene membrane laid over the trenches.
Polystyrene waffle pods are put into position.
The concrete is mechanically vibrated to remove air bubbles. The slab is cured for a minimum of 7 days and tested after 28 days.
Polystyrene waffle pods are placed on top of the polythene membrane. Steel reinforcement bars are placed on top of the waffle raft pods, 40mm from the surface of the slab.
The concrete is poured using a concrete pourer into the form work and is smoothed.
A plastic polyethylene membrane is placed on top of the packing sand, creating a waterproof layer for the slab to be poured on.
PLAN DETAIL 2.01
Bar chairs keep the steel reinforcing grid suspended as the concrete is poured. 3x 12mm steel reinforcement bars are placed diagonally across the corner. Steel rods in a grid set out are used as reinforcing 40mm and 20mm below the surface of the slab, sandwiching the hydronic heating pipes between the 2 layers.
A STAGE 2 PLAN 10
PAGE 10: GROUND FLOOR SLAB
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
The concrete mix is poured on top of the prepared void formers and reinforcement using a concrete pourer and is smoothed. The reinforced concrete waffle slab is mechanically vibrated to remove air bubbles.
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VERTICAL STRUCTURE ABOVE GROUND (STEELWORK AND TIMBER STUD FRAMING)
250mm steel parallel flange channel.
A universal beam with a 310mm height and 96kg/m weight.
Galvanised and primed steel beams and columns are erected and suspended by a crane and bolted/ welded onto the galvanised cast-in plates. Welding was done on site which is not ideal due to the wind and weather conditions that can alter the workmanship of the weld.
75mm x 75mm x 6mm dropper. A universal beam of 310mm height and 32kg/m weight Fabricated 180mm parallel flange channel column, with 10mm closer plate. Plate attached using a full strength butt weld to the 180mm parallel flange channel which was then grounded smooth. The column was hot dipped galvanised. 300mm parallel flange channel. 200mm x 100mm x 5mm rectangular hollow section.
The grey steel beams and columns are primed whereas the silver columns are galvanised. 250mm steel parallel flange channel.
300mm parallel flange channel.
Steel column.
200mm x 100mm x 5mm rectangular hollow section.
260mm parallel flange channel.
300mm parallel flange channel.
Concrete slab.
Steel U-Shaped Starter Bars.
260mm parallel flange channel. A 11
STAGE 3 GROUND PLAN
SECTION DETAIL 3.01
B 11 PAGE 11: VERTICAL STRUCTURE ABOVE GROUND
ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
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STAGE 4
INTERMEDIATE FLOOR STRUCTURE
Scaffolding was erected around the perimeter of the home.
PLAN DETAIL 4.01
The timber structural framing consisting of studs and noggings was erected on the first floor of the home with scaffolding surrounding the perimeter of the home for safety.
10mm bolt to joist located directly below the braced wall. Timber framing in the form of 120mm x 45mm studs and noggings are constructed at 600mm centres.
350mm deep ‘long reach’ timber floor trusses at 450mm centres.
30 x 0.8mm tensioned galvanised metal straps nailed to the plates with 4/30mm x 28mm galvanised flat head nails to each end at an angle of 30 to 60 degrees. 350mm deep ‘long reach’ timber floor trusses at 450mm centres.
6mm cleat plate, 6 continuous fillet weld to 150 X 150 X 9mm square hollow section with 2-M16 coach bolts.
50 x 10mm horizontal cleats welded to vertical 65 x 10mm thickness. Fin plates and to 100 x 100 x 4mm square hollow section and 100 x 100 x 6 square hollow section. 12mm cleat/stiffener plate with a 6mm continuous fillet weld to universal beam. It is bolted using 3-M20 8.8/S bolts. 150 x 150 x 12mm thickness fabricated plate 6 continuous fillet weld to prefabricated steel truss.
A STAGE 4 FIRST FLOOR PLAN 12
PAGE 12: INTERMEDIATE FLOOR STRUCTURE
Fix MGP10 pine with hoop iron strap over double studs (fully nailed).
6mm continuous fillet weld to square hollow section.
The timber frame is nailed into place using a nail gun and suspended in place using plywood and timber supports as well as scaffolding.
10mm stiffener plate, 6 continuous fillet weld to parallel flange channel. 10mm glazing support plate welded to parallel flange channel.
Cope parallel flange channel as required.
C SECTION DETAIL 4.02 12 ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
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STAGE 5
ROOF SYSTEM: ROOF STRUCTURE, SHEETING, COVER AND SKYLIGHT SYSTEMS
200 x 45mm battens are positioned at 450mm centres.
Timber frames and plywood are constructed around the box gutter in order to support the folded colorbond metal gutter and the weight of the rain that falls into the gutter.
Box gutters were placed on 19mm plywood with a 1:100 minimum fall to the outlet. 50 x 70mm roof battens were spaced at 450mm centres. Flat lock zinc cladding over plywood substrate to soffit. Skylights were installed once the zinc cladding was applied over the roof structure.
190 x 45mm solid hard wood timber plate with 2 multi grips fully nailed.
Timber battens to architect’s detail.
The scaffolding is still in place as work on the roof commences, marine grade plywood boards are nailed to the timber structure on both the walls and roof, with sarking overlaid and folded zinc sheet cladding installed above.
10mm cleat plate, 6mm continuous fillet weld to cap plate. Steel bolts to universal beam. Cope flange of universal beam to accommodate cleat.
Solid hard wood timber packer. 12mm bolts at 600mm centers with 2 multi grips that are fully nailed.
A STAGE 5 ROOF PLAN 13
PAGE 13: ROOF SYSTEM
Colorbond flashing is placed over the edges of the timber roof structure, capping over the folded zinc roof sheet cladding to make the roof waterproof.
ASSIGNMENT 2: FLIPBOOK SECTION 2D
10mm cap plate with a 6mm continuous fillet weld. B SECTION DETAIL 5.01 13
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
The skylight is installed on top of the roof once the folded zinc sheet cladding was completed on top of the sarking and plywood substrate that was nailed to the timber roof frame.
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STAGE 6
EXTERNAL WALLS (CLADDING INCLUDED), WINDOW SYSTEMS, EXTERNAL DOORS Folded zinc sheet cladding with 35mm high double lock standing seams.
180 x 60mm aluminium mullions are finished with Dulux Powder Coat in the colour ‘Precious Pewter Pearl’.
The window mullions and frames have square edges and are single rebated on the glazed exterior side only.
All windows and door frames have caulking and flashing to prevent water from seeping into the internal Sarking applied to 19mm marine grade plywood substrate fixed to timber studs behind.
All window frames are dressed, kiln dried Tasmanian Oak and are clear primed.
Internal pelmet for blinds.
Flat lock zinc cladding over plywood substrate to soffit.
Properietrary vertical bulb seals down mullions and the edges of the glass louvres.
Matching zinc window head flashing down turned 20mm.
Matching zinc flashing into notch in underside of sill.
Folded zinc sheeting with 35mm high double lock standing seams is applied as a cladding to the 19mm marine plywood substrate which has sarking overlaid and fixed to the timber studs beneath.Once the exterior zinc cladding is completed, the windows are put into place. The bedroom window frames are constructed from Tasmanian Oak with heads of 292mm and sills of 44mm.
PLAN DETAIL 6.01
Timber window frames and doors are primed on site with BAR-D-K.
Glass is brought to sit on vans and carried using cranes and suction grips to the appropriate position on site. AGP System vertical mullions. Painted columns to engineers detail.
Operable glass louvres by AGP group.
Operable glass louvres/mullion system by AGP group. A STAGE 6 GROUND FLOOR PLAN 14
PAGE 14: EXTERNAL WALLS
B STAGE 6 FIRST FLOOR PLAN 14 All glass is Grade A safety laminated or toughened glass. ASSIGNMENT 2: FLIPBOOK SECTION 2D
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
C PLAN DETAIL 6.01 14
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STAGE 7
INTERNAL PARTITIONS, CEILING STRUCTURE, ROUGH-IN SERVICES, WALL LINING
In the external walls of the house, Bradord Soundscreen Plus insulation with an R value The water pipes for the hydronic heat panel of 3.2 and thickness of 120mm is installed. are threaded through the wall. PLAN DETAIL 7.01
Villaboard is installed to the base of the conservatory island bench in preparation for the stone tiles that are later installed.
13mm plasterboard attached to the stud walls using stud adhesive and screws.
The plasterboard is installed to the walls and ceiling of the bedrooms, being attached using stud adhesive and screws and smoothed with tape and topping compound which has been sanded to achieve a smooth finish. Bradford Soundscreen Plus 120mm Insulation with an R-Value of 3.2.
A STAGE 7 GROUND PLAN 15
PAGE 15: INTERNAL PARTITIONS, CEILING STRUCTURE, ROUGHIN SERVICES, WALL LINING
Within the internal walls of the house Bradford Soundscreen Plus insulation with an R value of 2.5 and a thickness of 88mm is installed.
ASSIGNMENT 2: FLIPBOOK SECTION 2D
Electrical services are threaded through the stud walls and ceiling. B STAGE 7 FIRST FLOOR PLAN 15
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
The air conditioning pipes are fitted in the ceiling.
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
C PLAN DETAIL 7.01 15 Zinc Sheet with 25mm High Double Lock Standing Seam. 0
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13mm Plasterboard. 120 x 45mm Studs at 600mm Centres.
Sarking. Marine Grade Plywood Substrate Fixed To Studs Behind.
2500mm
STAGE 8
FINISHING TRADES, JOINERY AND APPLIANCES
Timber joinery installed in the bedrooms, connected to steel extensions from the wall for stability.
Hydronic panels are wall mounted.
Pyranese sandstone in random sizes and thicknesses of 20-40mm are used as tiling for the conservatory floor.
Plasterboard is installed to the base of the conservatory island bench in preparation for the stone tiles that are later installed.
Marble benchtop lowered into place and secured to the steel frame.
Air conditioning units put into place and connected to gas and liquid lines from the roof.
The plasterboard is installed to the walls and ceiling of the bedrooms, being attached using stud adhesive and screws and smoothed with tape and topping compound which has been sanded to achieve a smooth finish.
Sandstone treated with 2 coats of Drytreat Satin Proof.
A 16
ACO K-100 sloping trech grate and heel guard installed in the conservatory. STAGE 8 GROUND PLAN
PAGE 16: FINISHING TRADES, JOINERY AND APPLIANCES
Spotted Gum Timber Veneer Panels.
ASSIGNMENT 2: FLIPBOOK SECTION 2D
The plasterboard is painted using Haymes Low Sheen Acrylic low toxicity paint. B STAGE 8 FIRST FLOOR PLAN 16
ABPL20033 CONSTRUCTION ANALYSIS ASSIGNMENT 2
Timber skirtings installed using adhesive.
NAME: CAYLEY CHAN STUDENT NUMBER: 982348 TUTOR: DION KEECH
The plasterboard is installed to the walls and ceiling of the bedrooms, being attached using stud adhesive and screws and smoothed with tape and topping compound which has been sanded to achieve a smooth finish.
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