Construction Analysis Flipbook 2D

1.00

1.03

SITE SET-OUT POINT

Site is surveyed and set-out from this point - this helps the contractor have a continuous reference point for dimensions of the grid and to establish site boundaries.

1.02

1.04

1.06 1.01

1.07 COMPACT SAND BED 50mm sand bed covers the 4 layers of engineered fill. It must be uniform and well compacted in preparation of concrete pour.

1.06 1.09

1.09

1.05

1.08

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 1: SITE PREPARATION + FOUNDATION GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

SOIL/CLAY

REINFORCEMENT MESH

COMPACT ENG FILL

COMPACTED SAND

COMPACT ENG FILL

SAND

1

2

3

4

5

1.01

Following demolition of existing house. All debris, building rubble, surface vegetation and top soil is removed from the site.

1.03

Sufficient soil support is necessary prior to trenching. Engineered fill is applied and compacted in layers as per structural engineer specifications.

1.05

Service pipes are placed into trench, back-filled and capped. They are wrapped in protective fabric to protect them from damage during the early stages of the build.

1.08

0.2mm Polyethylene is laid to seal 50mm level sand bed (pictured). This performs as a vapor barrier to reduce ground moisture reaching and compromising footings/slab.

1.02

Trenches are dug using an excavator which operates parallel to the trench. 2000 x 1000 x 500 (min) depth is dug for PF2 (pad footings) centered beneath columns.

1.04

Fourth and final layer of engineered fill is applied and compacted through proof rolling. This will expose soft spots (F6 structural specs) that require additional fill.

1.06

Contractors erect temporary form-work in accordance with AS3610. When inspection/ approval is made - then footings are poured to prevent ingress of loose sand.

1.09

Reinforcement mesh and bars, temporary formwork, and void formers are transported to/stored on site in preparation of their respective uses in next stages.

1.00

Site office (left), storage container (right) are established on site. These serve as a temporary shelter for the builder, contractors and tradesmen to meet, go over plans and take their rest breaks.

Materials and equipment that require secure lock up are stored in the container.

1.07

1.04

After excavation - service pipes are laid in trenches, then wrapped in protective fabric above ground before subsequent stages. Edge beams are founded 200mm below the line of influence from base of excavation of service pipes.

Temporary timber formwork is constructed in accordance with AS 3610. Star pickets are placed at mid + end lengths with yellow safety caps. These decrease the likelihood of site accidents by increasing awareness of obstacles and makes visible changes in ground surface.

RL 460.505 RL 460.400

FCL 459.500

FFL 456.800

1.01

FCL 456.200

1.06 PF2 - PAD FOOTING PF2 denotes 2000 x 1000 x 500mm minimum deep 15MPa blinding concrete pad footing centered beneath columns. It is poured integral with blinding concrete beneath edge beams - founded 200mm into stiff clay.

1.08

1.04 1.02

1.09

1.07

1.05 1.03

FFL 453.200 GROUND LVL

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 1: SITE PREPARATION + FOUNDATION GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE NEW STRUCTURE

ENGINEERED COMPACT FILL

DEMOLISHED STRUCTURE BLIND 15MPA CONCRETE

SOIL/ CLAY

COMPACT SAND

VOID FORMER

1

2

3

4

5

1.01

Demolition/ removal of debris, building rubble, surface vegetation via waste removal transport truck.

1.03

Removal of top soil operation undertaken using excavator. This equipment has mechanisms such as; reversing alarms and safety breaks to assure a safe excavation.

1.05

Contractor spreads and levels sand bed top layer before covering with 0.2mm Polyethylene membrane (right).

1.08

Contractor is responsible for maintaining all new and existing structures and all excavation in a safe and stable condition during construction (incl. OH&S, BCA).

1.02

Contractors chop down existing tree (front of property beyond this section).

1.04

Less trenching is needed for waffle raft slab designs due to the benefits of raised modules - this reduces the imposition on the foundation. Here, *PF2 requires depth.

1.07

Formwork is erected to form edge beams - and edge rebates (incl. step down for RTW1) This supports masonry and conceals blockwork below the finished grading lvl.

1.09

Reinforcement mesh and bars, temporary formwork, and void formers are transported to/stored on site in preparation of their respective uses in next stages.

2.01 2.03 2.02 N12 Z Bars @ 300 cts with 150mm COG base and top.

1-N12 (internal ribs).

3-N16 (edge beams) bottom.

2.00 PLASTIC CHAIRS Two varied heights of plastic chairs 40mm and 65mm are employed to lift the square mesh reinforcement (SL62 & SL82). Plastic is sturdy and durable - they use a clip on system and eliminate unwanted movement when concrete is being poured.

Square mesh placed on top of waffle pod SL82 (bottom) - then plastic chair raises + ties SL62 (top).

2.05 2.04

2000

2.06

Hydronic heating coils tied between square mesh (SL62 & SL82).

75

2.07

2.08 2.00 RTW1 EDGE BEAM L-shaped N12-200 each way central reinforcement bars emerge from the top of the poured edge beam of the slab - this is because 140mm core filled blocks are placed on top and use this reinforcement between the gaps in the blocks (before being filled).

2.10 RE-ENTRANT CORNER 1 strip of 3-L12TM or 3-N12 bars x 2000mm long - top reinforcement diagonally placed across each internal, re-entrant corner and voids to slab as per structural engineer specifications.

2.09

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 2: FOOTINGS + GROUND FLOOR SLAB

KEY:

CUT LINE HYDRONIC COIL CONCRETE

GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

COMPACT ENG FILL

2.01

SOIL/CLAY

2.02 COMPACT ENG FILL

SQUARE MESH REINFORCEMENT

Contractor places waffle pods in their respective positions as specified in structural engineer’s drawings and in relation to the set-out point/ grid.

2.03

After pods are placed. Bottom reinforcing bars; 1-N12 (internal ribs), 3-N16 (edge beams) are placed in between and tied.

2.04

Edge beam reinforcing bars - N12-200 e/ way (L-shape) central reinforcement bars and for RTW1; N12 Z Bars @ 300 cts with 150mm COG base and top placed + tied.

2.05

Hydronic heating coils are tied between SL62 & SL82 square mesh reinforcement by a certified mechanical service plumber.

2.06

1

2

3

Boral Envirocrete No. 216027 - 25MPa (30% cement, 20% aggregate) slab and beams are poured in one operation using a concrete pump + mix truck.

2.07

Immersion vibrator ‘poker’ has a radius of action that vibrates and expels entrapped air to increase strength, abrasion resistance, durability, permeability, minimise shrinkage.

2.09

2.08

4

5

Concrete surface is levelled with a skip float and screed. 12mm chamfers are provided to all visible junctions of concrete faces in accordance with AS 3600.

Water curing is done by supplying water to the surface of concrete ensuring that it is kept continuously moist for hydration period over 7 days, cured after 28 days.

2.01

2.01

Formwork is set and waffle pods are arranged on top of 0.2mm Polyethylene membrane (black) that covers a uniform and well-compacted sand bed - as per structural drawings.

2.10

Steel reinforcement increases the concrete slab’s tensile strength to withstand loads and avoid deformations. Plastic chairs and tie wires work to attach and stabilise the reinforcement in their respective positions.

After curing for at least seven days the form work is removed. Pictured is the front living room rebate edge/corner that faces north-west. Remaining formwork surrounds the core filled reinforced block wall RTW1.

RL 460.505 RL 460.400

FCL 459.500

2.00 SLUMP TEST Concrete may be rejected if the slump differs from the specified exposure, grade (MPa) and slump (mm). It may also be rejected if elapsed time interval exceeds that which is allowable in AS 1379. A slump test is undertaken before concrete is poured to ensure that it has the appropriate strength grade and properties (ground slabs @ 65mm, footings/beams @ 80mm).

HYDRONIC COIL

SL62 TOP SL82 BOTTOM HYDRONIC COIL

SL62 TOP SL82 BOTTOM 1-N12 BAR TOP

TRUE

ZERO

COLLAPSED

SHEAR

RELIABLE - OUTSIDE RANGE - REPEAT TEST

N12-200 EACH WAY CENTRAL REINFORCEMENT FOR RTW1

VOID FORMER

3 N-16 BARS 50mm SAND BED

3 N-16 BARS

VOID FORMER

1 N-12 BAR(S) BOTTOM INTERNAL RIB BEYOND

50mm SAND BED

0.2mm POLYETHYLENE MEMBRANE

15MPa BLINDING CONCRETE

FFL 456.800

N12 Z BARS @ 300 CTS 150mm COG BASE 300mm COG TOP

3-N16 BARS

CONCRETE MIX TRUCK FEEDS INTO THE PUMP (BELOW) TO BE POURED (2.3).

SLAB DESIGN IS BASED ON CLASS P - (H2). IT HAS 30% CEMENT REPLACEMENT AND 20% AGGREGATE REPLACEMENT.

15MPa BLINDING CONCRETE FOUNDED 200mm IN STIFF CLAY

2.03 2.01

2.09 CONCRETE IS TESTED IN ACCORDANCE WITH AS 1379.

Hardened concrete may be liable to rejection if it is non-compliant with the structural engineer’s item C2; in strength, porosity, segregation, honeycombed, surface defects or if it fails to comply with AS 3600. Compression is measured by laboratory specimen after 28 days, when concrete reaches 98% of its strength.

2.05

2.04

FCL 456.200

2.06

2.02 2.08 2.07

FFL 453.200 GROUND LVL

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 2: FOOTINGS & GROUND FLOOR SLAB

KEY:

CUT LINE HYDRONIC COIL NEW BUILDING OUTLINE CONCRETE

GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

SAND

COMPACTED ENG FILL SOIL/ CLAY

VOID FORMER

1

2

3

4

5

2.01

Reinforcement bars are placed and tied.

SL82 square mesh reinforcement is placed on top of void formers (waffle pods) via plastic chairs (40mm cover) AS 4671.

2.03

Boral Envirocrete is poured into beams and waffle pods to form a 110mm thick waffle raft slab with 25MPa grade load bearing capacity in accordance with AS 3600.

2.05

Concrete is mechanically vibrated in accordance with AS 3600. An immersion vibrator ‘poker’ expels entrapped air via compaction increasing the density/strength.

2.07

Finish of edges and rebates by hand trowel. Two hours later the concrete is set and the surface is levelled by standup trowelling machine.

2.02

Hydronic coils are installed on top of SL82 square mesh reinforcement. Then SL62 is placed over hydronic coils (20mm cover).

2.04

Concrete pour is spread evenly with support of tools (incl. shovel) - two or more concreters work together to achieve this in one operation.

2.06

Concrete is levelled by screed. Then the surface is levelled with a skip float.

12mm chamfers are provided to all visible junctions of concrete faces.

2.08

Water curing has been specified. This requires the surface of concrete to be continuously wet. Concrete is cured for a minimum of seven days after pouring.

C10: 150 x 100 x 6 RHS

3.01

Crane sits adjacent to the living room slab. The erection platform required by cranes must be selected and in accordance with AS 3850 and AS 2550. It should be capable of withstanding the imposed structure loads of crane, truck and props.

B1: 460 UB 67.

3.03

3.04

Equipment used to erect the primary steel crane, a snorkel cherry picker, a ladder, temporary props (galvanised tension wire, adjustable jack and tilt posts) and structural steel erection tradesmen.

3.00

All timber works are done in accordance with AS 1720 timber engineering code and AS 1684 timber framing. Tie down details are in accordance with AS 1684 section 9. Linels and beams are supported

3.02 FL1: (125 x 125 x 10 EA. Hot dipped galvanised and site welded to DR1 droppers.

DR1: Double 125 x 75 x 8 UA.

DR1: Double 125 x 75 x 8 UA. Dropper fully

FL1: 125 x 125 x 10 EA.

10mm stiffener plate 6CFW to B1, TYP at 1000 ctrs.

C1: 150 x 150 x 9 SHS.

4/30 x 2.8mmø GALVANISED FLAT HEAD NAILS TO EACH END

B3: 310 UB 40.

C1: 150 x 150 x 9 SHS.

L6: 100 x 100 x 8 G-A.

L6: 100 x 100 x 8 GALV angle (150min end bearing).

RTW1.

30 x 0.88mm TENSIONED GALVANISED METAL STRAPS 4/30 x 2.88mmø FLATHEAD NAILS TO EACH END

3.03

C1: 150 x 150 x 9 SHS. B4: 310 UB 40.

30 x 0.88mm TENSIONED GALVANISED METAL STRAPS

B2a (““).

C1: 150 x 150 x 9 SHS.

3.04

3.06

WB1: 89 x 89 x 5 SHS diagonal bracing.

3.05

M10 BOLT TO JOIST LOCATED DIRECTLY BELOW BRACED WALL/ OR ANCHOR TO SLAB

B2a: 200 x 100 x 5 RHS TB3: 90 x 90 x 8 EA

30-60º

C10: 150 x 100 x 6 RHS

B5: 310 UB 40

C2: 250 x 150 x 6 RHS C7: 89 x 89 x 6 SHS

C7: 89 x 89 x 6 SHS

1800mm min to 2700mm max.

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 3: VERTICAL STRUCTURE GROUND FLOOR. GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

SOIL/CLAY SOIL/CLAY COMPACT ENG FILL COMPACT ENG FILL

REINFORCEMENT MESH

3.00

After steel members fabricated off-site they are then transported to site, lifted by crane and lowered into position with guidance by tradesmen.

3.03

Cherry pickers are used on the concrete slab to erect, weld and bolt members out of reach from the ground in accordance with AS 4100.

3.05

3.02

Steel members are welded and bolted together by accredited welders in accordance with AS 1554.1 and AS 4100.

3.04

Construction of non-load bearing timber studs begins at this stage. These are

3.06

SOIL/CLAY

SAND

members too long are trimmed AS 1720.

1

2

Joinery steel work (tertiary) is erected shortly after primary structural steel and timber (secondary), this is due JWA designs

is in accordance with AS 1684. Timber to steel connections are bolted together each with a washer (exposed are galvanised).

3

4

5

3.07

Corrosion protection of steel work by painting is done in accordance with AS 3750 and steel work is to be cleaned and coated with ROZP (AS 1627).

3.08

Scaffolding arrives on site and installation around the perimeter of the site begins in preparation of subsequent construction

3.03

Circular saws ‘skil saws’ are used to create a 90mm min embedment for columns bottom plates - these can either be wet cut or dry cut. Wet cut requires safety precautions in electrical safety and both must be undertaken by accredited, expert concrete cutters.

3.04

3.07

Shows connection between B1, B3 and C1 from opposite side to section. Bolts with washers are visible. Welds are also visible.

The B1 stiffeners are visible (top right) these are 10mm plates each side of the web 6mm CFW (continuous fillet welds).

Machine used for welding (right) is a two cylinder gas cutting/welding trolley with the welding head attached. Protective equipment (PPE) must be appropriately worn. Left shows corrosion protection coat of paint - any damage to paintwork or surface during construction is repaired.

RL 460.505 RL 460.400

16MM BASE PLATE 6CFW (TO COLUMN ABOVE).

B4: 310 UB 40 COPED AS REQUIRED

FCL 459.500

B2A (BEYOND) 200X100X5 RHS 2-M20 8.8/S BOLTS WITH WASHERS: STAGGERED FOR EASE OF INSTALLATION/ TIGHTENING.

C1 COLUMN 125x125x9MM SHS.

3.02

200SQ x 16TH CAST-IN PLATE

WASHER 5.0MM THICK, 75MM DIA, 65MM LENGTH.

10MM CLEAT PLATE, 6CFW (CONTINUOUS FILLET WELD).

B1: 460 UB 67

C1: 150x150x9 SHS

FULL STRENGTH BUTT WELD.

3.05

4-N16 ANCHOR BARS 100MIN. COG IN SLAB

FFL 456.800

6MM CFW (CONTINUOUS FILLET WELD) TO UNDERSIDE OF CAST-IN PLATE.

SL62 TOP SQUARE MESH FABRIC DRAPED AS REQ.

FCL 456.200

3.04

3.06 3.01 3.03 3.00

FFL 453.200 GROUND LVL

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 3: VERTICAL STRUCTURE GROUND FLOOR. GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

SAND

VOID FORMER

1

2

3

4

5

3.00

Scaffolding awaits on-site for installation around the perimeter of the site. This begins once the primary vertical structure for the ground floor has been erected.

3.02

Cherry pickers are also used on the perimeter of the slab with a team of tradesmen and contractors directing members into position as crane lowers.

3.04

Cherry pickers are used on the concrete slab to erect, weld and bolt members out of reach from the ground in accordance with AS 4100.

3.06

Carpenters construct timber stud frame flat on slab (shown in plan) - before standing the wall into place AS 1684.

Walls are left ‘open’ without plasterboard

3.01

Crane is deemed appropriate in accordance with AS 3850 AS 2550. These are checked by a qualified engineer to check if they can withstand design loading.

3.03

Base plates of columns are embedded 90mm minimum into the slab to ensure ground is flush and connections are hidden when finish (stone tiles) are applied later.

3.05

Section cut shows connection between B1 (460 UB 67), B3 (310 UB 40) and beyond; C1 (150x150x9 SHS) column, B2a (200x100x5 RHS).

3.07

Corrosion protection of steel work by painting is in accordance with AS 3750. All site welds are cold-galvanised and painted in accordance with manufacture guides.

ACO K100 TRNCH GRATE W ACO HEEL GUARD, CLASS A GRATE

4.00

4.05

SL92 SQUARE MESH FABRIC TOP 40MM COVER

4.01

4.01

FJ1 530 deep ‘long reach’ floor trusses are spaced at 450mm centers, with solid blocks every 1800mm. Pictured is the floor joists above the living room (below bedroom 1) showing the span between beams before terminating at the Bondek which sits below the bedroom 1 terrace.

Bondek structural steel decking by Lysaught is used in this project. Temporary propping of Bondek steel deck (pictured) requires two props to span the 2650mm laterally and four props to span the 6050mm longitudinally. Lysaught manufacturer guidelines specify to place the Bondek orthogonal to beam direction.

4.01 FL1: (125 x 125 x 10 EA. Hot dipped galvanised and site welded to DR1 droppers.

4.03 SCREED + ST-01 ON TOP

ACO K100 TRNCH GRATE W ACO HEEL GUARD, CLASS A GRATE N12 BARS @200cts LAPPED 600 MIN WITH MAIN SLAB FABRIC

4.04 SIKA TANK SEALANT

3-N16 BARS TOP & BTM

DR1: Double 125 x 75 x 8 UA. Dropper fully welded to btm flange.

B1: 460 UB 67

(cont.) Temporary props are used between continuous span, until 28 days after concrete pour and 98% strength is reached. The chosen structural steel decking has a base metal thickness (BMT) of 1.0mm and can yield 550MPa. It is roll-formed from hot-dipped zinc-coated, hi-tensile steel strip. Bondek conforms to AS 1397 grade: G550, Z350.

4.04 BALCONY SLAB Xypex waterproofing admixture to be added to balcony slab concrete in accordance with manufacturers recommendations for F’C = 32MPa

B1: 460 UB 67 HYDRATITE WATER STOP FOIL BONDEK BOARD 50MM 20MM

N12 BARS @200cts LAPPED 600MM, 100 COG AT END, 6CFW TO BEAM

10MM STIFFENER PLATE 6CFW TO B1 @1000cts BEYOND

300 LONG N16 BARS FSBW 90x90x8 SHELF ANGLE

C13: 125x125x6 SHS

C13: 125x125x6 SHS

4.02

10MM CLEAT PLATE 6CFW TO B2, 5-M20 8.8/S BOLTS (BEYOND)

16MM CAP PLATE 6CFW TO C11

FL1 C10

4-M20 8.8/S BOLTS

FJ1: 530 DEEP ‘LONG REACH’ FLOOR TRUSSES @450cts

ashley.perry1@unimelb.edu.au C13: 125x125x6 SHS

4.10

4.05 N12-200, 400 COG, N12 TOP, 400 LAPS.

C1 BELOW C1 BELOW

SCREED + ST-01 ON TOP

FJ1 JOIST HANGER FULLY NAILED

4.11 FLOOR TRUSS HANGER Joist hangers support long reach timber trusses connect to the steel beam via the timber packers that are bolted. Knuckle standard nail plates allow for greater strength in the trusses by eliminating or omitting nails. They resist the effects of impact loads and splitting.

C13: 125x125x6 SHS

PACKER + BOLT TO B3 N12-200 WELDED to B3 BEAM 600 COG

FOIL BOARD 20MM

C1 BEYOND

4.07

SL92 SQUARE MESH

19MM THICK YELLOW TUNG PARTICLEBOARD

BONDEK 50MM

4.06 STUD WALL (120MM)

ashley.perry1@unimelb.edu.au 4.11 C11: 125x125x6 SHS C10 BELOW TB3: 90x90x8 EA BELOW

4.08 C11: 125x125x6 SHS C10 BELOW

TB2: 150x150x10 ANGLE

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 4: STRUCTURAL FORM FOR INTERMEDIATE & FIRST FLOOR. GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE STRUCTURE BELOW CONCRETE

COMPACT ENG FILL

COMPACT ENG FILL

2

3

4

5

4.00

Scaffolding is built up to surround level one works. Temporary propping is installed under Bondek metal decking in accordance with

4.03

Sufficient soil support is necessary prior to trenching. Engineered fill is applied and compacted in layers as per structural engineer specifications.

4.05

Service pipes are placed into trench, back-filled and capped. They are wrapped in protective fabric to protect them from damage during the early stages of the build.

4.08

0.2mm Polyethylene is laid to seal 50mm level sand bed (pictured). This performs as a vapor barrier to reduce ground moisture reaching and compromising footings/slab.

4.02

Trenches are dug using an excavator which operates parallel to the trench. 2000 x 1000 x 500 (min) depth is dug for PF2 (pad footings) centered beneath columns.

4.04

Fourth and final layer of engineered fill is applied and compacted through proof rolling. This will expose soft spots (F6 structural specs) that require additional fill.

4.06

Contractors erect temporary form-work in accordance with AS3610. When inspection/ approval is made - then footings are poured to prevent ingress of loose sand.

4.09

Reinforcement mesh and bars, temporary formwork, and void formers are transported to/stored on site in preparation of their respective uses in next stages.

SOIL/CLAY

SQUARE MESH REINFORCEMENT

1

4.03

Diagram shows typical connection between universal beam and long reach floor joists. Nail plates are hammered into the connection between bottom/top chords and the truss web. Trusses serve to increase tension and compression whilst being lighter members.

4.04

Substrate above timber floor joists and below carpet (+insulation) is 19mm thick yellow tung structural grade particleboard sheet flooring. It is particularly suited to platform construction (where the floor is laid prior to erection of stud walls).

Meets AS/NZ 1860.1 and AS 1860.2.

4.08

Bondek structural steel decking section profile sits behind my section cut. Installation is as follows; props placed, sheets trimmed, Bondek fixed to steel beams, edgeform fixed, penetrations cut, reinforcement placed, hold-down clips placed, concrete poured, slab cured, 28 days later props are removed.

RL 460.505 RL 460.400

4.06 FCL 459.500

4.07 4-M20 8.8/TF BOLTS

B4: 310 UB 40 COPED AS REQUIRED

4MM SEAL PLATE 6CFW TO C13

4.05

VOID ALLOWS SERVICES TO BE HIDDEN, INSTALLED WITH EASE TOP CHORD

SOLID BLOCK @ 1800 cts TYP

6MM CONTINUOUS FILLET WELD TO RB2 16MM FACE PLATE 6CFW TO C13

B4 (310 UB 40)

4.04

C13 125x125x6 SHS

FULL STRENGTH BUTT WELD TO FLANGES

FFL 456.800

BOTTOM CHORD

1-M12 BOLT @ 450cts TRUSS WEB

NAIL PLATES

FCL 456.200

4.03

FSBW B4 TO C1 ALL AROUND C1 COLUMN 125x125x9MM SHS.

4.02

4.00

4.01

FFL 453.200 GROUND LVL

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 4: STRUCTURAL FORM FOR INTERMEDIATE & FIRST FLOOR. GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

SAND

VOID FORMER

1

2

3

4

5

4.00

Steel and timber roof beams/ rafters, roof insulation blanket, remaining long reach roof joists and timber studs, stored on site in preparation of install.

4.02

Timber stud walls continue to be erected on the interior skin. These are secondary structures (do not carry heavy loads). They are angled to align with the window frame.

4.04

Once, floor joists are installed, carpenters carry 19mm yellow tongue particle board substrate onto level one to begin nailing them to the beams running underneath.

4.06

Cranked steel RB2 beams (200 UB 22) are installed as the primary structure for the ceiling/roof structure. Mitre cuts at cranks are full strength butt welded together.

4.01

Scaffolding includes entry points consisting of ladders in narrow areas, and stairs where there are wider spaces afforded by the site.

4.03

FJ1 530 deep long reach floor joists @450cts with solid block @1800cts. Packers are bolted to pre-drilled steel beams - then joists attached via hangers and nails.

4.05

Temporary boards are in place on top of the floor joists and steel beams in order to provide a safe working site on level one without risk of falling through.

4.07

16mm face plates connect the beams to columns, these are pre-drilled, then bolted with 4-M20 8.8/TF bolts and then continuous fillet welded to the beams.

5.01

5.01

Scaffolding is extended to support the roof contractors - preferred installers are H M Metalcraft. Heavy members are lifted by crane and lowered into position.

Temporary props hold members in position below while they are being fixed. Pictured shows the progress of R1 190x45 MGP 10 Pine rafters being installed for secondary structural roof frame, with the purlins on top (left) before marine plywood is fixed.

5.02

Terrace roof is a fully welded frame unit, all members are hot-dipped galvanized fully welded joints. Pictured is the connection of screen support (SR1 + SR2) continuous to FRB1 + FRB2 at FF2 where they are site welded. At a later stage, once the brick skin is laid, 125x75x6 UA x 200mm long with a 75mm vertical leg is continuous fillet welded to the FRB2 and SHS at the top of the brick cavity.

2.01

P-MTL: Perforated metal roofing (1.0MM)

The 25mm standing seam of the doublelock zinc system contributes to water tightness and subsequent structural integrity of the design. This is because the symmetrical arrangements and the ridge require twin double welt standing seam or ridge pattern between the bays fold inwards and are integrated into the ridge capping. Therefore there is no transverse movement options, restricting air flow.

5.03 5.02 5.00

5.05

PRIMARY ROOF STRUCTURE

5.00

SECONDARY ROOF STRUCTURE

FF2

FRB1 FIXING LOCATIONS

SR1

100x50x4 RHS SCREEN SUPPORT

FRB1

100x100x4 SHS

SR2

100x50x4 RHS SCREEN SUPPORT

FRB2

100x100x4 SHS

FBR1

100x100x4 SHS

RB1

200 PFC (CRANKED BEAM FULLY WELDED MITRE JOINTS)

FBR2

100x100x4 SHS

RB2

200 UB 22 ((CRANKED BEAM FULLY WELDED MITRE JOINTS)

R1

190x45 MGP10 PINE @ 450cts

RB3

250 PFC & 150x90x10 UA (LLH)

RB4

180 UB 16

RB5

180 UB 16

RB6

2/190 x 45 MGP10 PINE

RB7

150x75x4 RHS

RB8

125x75x4 RHS

ST1

75x75x5 SHS

VOID

SKL-01

FF2

RL1

FF2

FF2

FRB1

FF2

FRB2

FRB2

RL1

RB8

M-PLY: Marine plywood (19mm) - benefits include; water resistance and compactness

RB7

ST1

RB6

5.06

5.01

FF2

ST1

5.04

M-PLY: Marine plywood (19mm) - benefits include; water resistance and compactness

VOID

ST1

RB1

ST1

5.07

VAPRO: Vapro Shield breathable waterproof membrane.

RB6

RB2

5.07

FIRE FLUE PENETRATION

5.08

RB4

RB5

5.00

RB3

TERTIARY ROOF STRUCTURE MATERIALS

M-PLY

MARINE PLYWOOD (19MM)

P-MTL

PERFORATED METAL—ALUMINIUM SHEET (BMT 1.0MM) POWDER COATED PERFTECH

RF-01

METAL ROOFING: VM ZINC: DOUBLE LOCK SYSTEM (BMT 0.7MM) COLOUR: AUTUMN RED PIGMENTO PLUS (430MM MODULES)

VAPRO

VAPRO SHIELD

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 5: ROOF SYSTEM GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

SAND

VOID FORMER

1

2

3

4

5

5.01

Scaffolding is extended to support the roof contractors - preferred installers are H M Metalcraft. Additional harnesses are warn in areas that are not accessible by scaffolding.

5.03

Perforated metal roofing (BMT: 1.0MM) is installed after the screen supports (SR1 & SR2) (see SECONDARY ROOF STRUCTURE) over the bedroom 1 terrace.

5.05

After the secondary members are fixed above the main bedroom, 19mm marine plywood is fixed on top of these members.

1800x3600 sheets are used, and cut to size.

5.07

Vapro-shield is installed on top of marine plywood - this is a moisture barrier that serves as a last defense to keep water away from the structural members.

5.02

Primary steel members are installed in accordance with AS 4100. Terrace roof is a fully welded frame unit, all members are hot-dipped galvanized fully welded joints.

5.04

At the same time, secondary members above the main bedroom are installed (R1) these are MGP pine @ 450cts. Timber construction is in accordance with AS 1720.

5.06

Roof contractor fixes the M-PLY to R1 members below using nails (purlins). Heavy members, and materials are lifted to roof and lowered into position via crane.

5.08

Parapet box gutter has been designed/ installed to carry water away from structure via downpipes. Sheet membranes overlap parapet, and the zinc uses a double-lock.

5.01

Interior view (pictured) where roof rafters are fixed to top of stud wall framing, and steel members are welded to columns.

RL1 pre-fabricated T-section (250x12THK VERT PL. on 350x10THK Horiz Pl.) hangs above where glass sliding doors in later stages will be installed. This acts as a lintel.

5.02

5.03

5.03

Picture shows the connection of RB1 to column C13, with light-weight timber construction of rafters (R1) being installed and fixed in place by roof contractor (Masterson Builders). Contractor uses string (mid) to align members accurately, then checks with a spirit level (btm left).

Builder shows perforated metal— aluminium sheet (BMT 1.0mm) powder coated perftech. With metal roofing: vm zinc: double lock system (BMT 0.7mm) colour: autumn red pigment plus - in 430mm modules, the design follows these dimensions - so there is no material waste.

5.04

5.05

RL 460.505 RL 460.400

5.00

5.02

DRAINAGE PLAN

PARAPET OPEN

CAPPING (RW-01)

FLASHING (RW-01) DRIP VAPRO SHIELD

FCL 459.500

VM ZINC SHEETS

GT04: BOX GUTTER OVER 19MM MARINE PLYWOOD SUBSTRATE

FALL

DRIP

5.01

400x400x150 DEEP SUMP

FFL 456.800

5.00

FALL

FALL

FALL

SEALANT

FALL

FALL

FALL

FALL

FALL

OPEN

RW-01: RAINWATER GOODS - CAPPINGS, FLASHING + TRIMS, COLORBOND WOODLAND GREY (BMT: 6MM)

PARAPET BOX GUTTER SCALE 1:10

FCL 456.200 FALL

FALL

PARAPET

5.07 5.06

FFL 453.200 GROUND LVL

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 5: ROOF SYSTEM GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

SAND

VOID FORMER

1

2

3

4

5

5.00

Drainage plan takes into account the design of the box gutter to act as the first defense of carrying large amounts of water away from the structure through downpipes.

5.02

Steel beams (rafters) are connected to columns via bolts and welding in accordance with AS 4100 Steel Structures and AS 1554.1 Structural Steel Welding.

5.04

Contractor installs vapro-shield water resistive vapour barrier fabric. Fabric is folded over the edge to reduce and is combined with an overhang/upstand.

5.06

Marine plywood, and other heavier materials on stand-by in preparation of being craned up to roof.

5.01

Lightweight materials wait on stand-by on the upper levels interior for install. Heavier members are lifted by crane and lowered into position as per stage 03.

5.03

Roof contractor installs 19mm marine plywood, in accordance with AS 1720 Timber Structures and AS1684 Timber Framing.

5.05

Double-lock vm zinc system (BMT 0.7mm) is installed in accordance with AS 1562 sheet roof - plastic film protection remains on at this stage.

5.07

Masonry bricks (Grampian blue dark blend) arrive after being transported to site from Krause Bricks in Stawell VIC.

6.02

6.03

Sarking is installed to cover steel and timber structural frame (seen under the timber window frame/ seat). Sarking (blue) overlaps with the 0.2mm polyethylene membrane (black) to be water tight in accordance with AS 4654.1 Waterproofing membranes for external above-ground use - Materials. AS 4654.2 Design and installation.

6.04

6.01

Pictured W03 W04 are installed in accordance with AS 1288. Bricks have been laid on slab-edge and cut to meet diagonal frame lines. Weep holes in the stretcher bond courses every 3 bricks and vertically every 1200mm cts. In accordance with AS 3700 Masonry construction.

Pictured: W07 has been framed in tasmanian oak - W05 and W06 are still in the structural frame stage. W07 has 44mm thick tas oak jamb and head, 80mm tas oak sill. The interior of one-way reflective breathable sarking is visible (Dupont Tyvek home wrap) SA-01.

6.01

6.00

6.03

6.04 6.05

6.08

SKL-01: SKYLIGHT

WINDOW 07 DETAIL (UNDER)

6.06

6.07

WINDOW 02 DETAIL

SCALE 1:10

SCALE 1:10

6.09

GL-01: GLASS ROOF

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 6: EXTERNAL SYSTEMS: WALLS, CLADDING AND WINDOWS GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HIDDEN

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

SAND

VOID FORMER

1

2

3

4

5

6.00

Tasmanian oak timber arrives in two thicknesses to site; 44mm and 80mm. Jamb and head’s are 44mm, and sill is 80mm. Tas oak is cut on-site to form extruded frame.

6.02

Crane lifts and lowers large glazing via fitted suction apparatus. Team of installers work together to appropriately fit, then seal the windows into place as per AS 1288.

6.04

Bricklayer complied with AS 3600 Masonry construction specifications. Architect specifies the use of raked joints and ‘mid grey’ coloured mortar (in wheelbarrow).

6.06

Cladding system is installed as per stage 05 in accordance with AS 1562, further details including penetrations are cut to suit downpipes, and fire flue.

6.01

Secondary structural frame construction is undertaken by carpenter in accordance with AS 1684 Timber and AS 4100 Steel, these direct loads away from the glass.

6.03

W03, 04, 05, 06 are custom designed glazing units done in accordance with AS 2047. Clear silicon butt joints connect these units of glazing together at corners.

6.05

SKL-01 (is lifted and lowered by crane into postion, and is installed with appropriate safety platforms in accordance with AS 3850/AS 2250 and waterproofing AS 4652.

6.09

Crane lifts and lowers large 6 metre long glass pane that acts as the bridge/break between pavilions. Bevelite Skyglass. Glass engineered to meet req of AS1288.

6.00

Sarking is fixed, then taped to internal brick veneer skin (timber structure).

Window frames are cut Tasmanian oak panels on site. Galvanised steel angles take the weight of structure away from the glazing down through jambs, then 6mm flashings (pictured) extends on top of timber in accordance with AS 4654.2.

6.05

6.02

Bricklayer works on scaffolding to reach area above window, out-of-reach from ground floor. Krause Bricks: Grampian blue dark blend with stretcher bond and raked brick joint are specified - the length of the design is based on the module unit of the common brick 110x230x76 this is done in accordance with masonry AS 3700.

Heavy glass is being carried in sections before silicon butt joined together at corner. Installation is undertaken in accordance with AS 1288, whereby a group of people (pictured) with the support of bracing/cranes are required.

6.06

RL 460.505 RL 460.400

BRICK TIES @ 600 (MIN)

120

BL-01: GRAMPIAN BLUE DARK BLEND KRAUSE BRICKS

FCL 459.500 PB-01

INS-01 SA-01: BREATHABLE SARKING

120x45 STUDS @ 600cts

6.05

CONTINUOUS FLASHING WEEPHOLES @ 1000cts (AND BELOW WINDOWS)

RTW1: 14OMM CORE FILLED REINFORCED BLOCK WALL

TANKING

B1: 460 UB 67

6.07 WALL TYPE-02 SCALE 1:10

N12-200 EACH WAY CENTRAL REINFORCEMENT

INTERNAL STUD WALL 90MM

LOWEST COURSE TO BE 190MM WIDE, CLEAN OUT BLOCKS WITH LEGS CUT BACK TO 140 WALL THICKNESS.

N12 INTERNAL RIB (BEYOND) [SEE STAGE 02 FOR SLAB DETAILS]

FFL 456.800

CONTINUOUS HYDROTITE WATER STOP. SLOT BOTTOM COURSE OF BLOCK DIAPHRAGMS.

FCL 456.200

FREE DRAINING BACKFILL MATERIAL

0.2MM POLYETHYLENE MEMBRANE (WRAPS)

6.02

6.01

6.04

6.03 FFL 453.200 GROUND LVL

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 6: EXTERNAL SYSTEMS: WALLS, CLADDING AND WINDOWS GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

SAND

VOID FORMER

1

2

3

4

6.01

Contractor carried Tasmanian oak panels after cutting them on-site to be fitted and fixed to the structural frame to become the custom window frame.

6.03

Mid grey mortar is specified by the architect - in the wheelbarrow a thick mixture of water, sand, and cement. The water is used to hydrate the cement and hold the bond.

6.05

Bricklayer works on scaffolding to reach area above window, out-of-reach from ground floor. This is done in accordance with masonry construction AS 3700.

6.07

Wall Type 02 includes SA-01 breathable sarking on the inner-cavity-side of stud wall, then brick ties hold together the outer brick veneer skin every 600mm.

6.02

W05 is being lowered by crane with the support of window installers and suction apparatus (with handles) that allow for ease of direction/control (AS 1288).

6.04

Here, 140mm core-filled concrete blocks are installed - these are below the visible ground level and therefore to not detract from the aesthetic, but do add strength.

6.06

Final roof sealing details are undertaken by a roof contractor, where flashing, capping, penetrations, trimmings in RW-01 are completed in accordance with AS 4654.

6.00

Raked brick joint: Stretcher course:

5

7.02

Main bedroom air-conditioning unit AC-FF1’s refrigeration lines (liquid and gas lines) rise through from ground floor, penetrate the stud wall and feed into the unit. The colour ‘Jamaican chocolate matt anodised’ is specified for a linear grille diffuser, which is fit into the joinery unit.

150x12mm thick mild steel plate welded to mild steel reveal

7.02

FBX-02 denotes the fireplace which is modern unit that connects to a cranked flue - that projects through level one to the outdoors at roof level. It sits on a combination of timber studs and RHS beams that project outwards to support the loading of ST-06 honed marble bench.

350x10mm thick mild steel plate reveal, cont. around window openings

7.07

LIQUID LINE

TERRACE

BH-03: Custom handrail for western opening.

GAS LINE

AC-FF1 (AIR CONDITIONING UNIT)

C13: 125x125x6 SHS

7.00

(left) Services run through roof include: electrical and refrigerant for AC system on other side of bedroom. (middle) Viridian DecorSatin component of the glass floor section (acid etched surface) faces down. (right) timber battons screw fixed-panels.

7.07

Keying In Mild Steel Cleats Welded To Mild Steel Reveal

7.01

JT-26: TV-01 (TIMBER VENEER PANELS SPOTTED GUM).

110MM (BRICK WALL) 65MM GAP 120MM (STUD WALL)

7.05 VOID DENOTED AS ‘FILTER ZONE’ ACCESS PANEL OF INTERNAL CARCASE TO SERVICE UNIT

90x120 STUDS @600cts

7.02

FIRE PLACE FLUE DUCT (STAINLESS STEEL)

LIVING

SCALE 1:10

7.02

M8 UNBRAKO MACHINE SCREW FIXED TO CLEAT.

MT-02: WELDED BLACKENED 8MM THICK MS FASCIA AND FLANK BLACK COUNTERSUNK

TIMBER FRAME WINDOW

200Wx300Lx6MM MILD STEEL PLATES COACH SCREWED INTO STUD WALL

7.02

FBX-02 (GAS FIREPLACE) - SURROUND IS DEMOUNTABLE FOR FUTURE ACCESS TO FIREBOX

WT-02: GAP (50MM)

7.03 LIGHTS + SWITCHES Light switches are 1000mm above floor level and power outlets are 200mm above floor level + 150mm above bench level, installation by qualified electrician in accordance with AS 3000. Downlights (DL-01) and Speakers (SPK-01).

7.03

FIRE PLACE FLUE DUCT (STAINLESS STEEL)

ST-06: MARBLE STONE 20MM THICK

7.03

7.04

2

7.06

Refrigeration lines rises through joinery unit and penetrates the first floor for AC above. DP-02: denotes UPVC internal down pipes.

7.08

STEEL SHELF SITS 330MM ABOVE GROUND

SCALE: 1:50 @A3

SCALE 1:10

0

ASSIGNMENT 2: FLIPBOOK STAGE 7: INTERNAL SYSTEMS: PARTITIONS, SERVICE ROUGH-IN & INSULATION GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE NEW STRUCTURE CONCRETE

INSULATION

COMPACT ENG FILL

BRICK

TIMBER

1

2

3

4

5

7.01

Second floor sliding glass doors (D21) finalises lock-up stage. DBCA regulates this when external wall cladding, roof covering is fixed, external doors/ windows are fixed.

7.03

Services electrical are done in accordance with AS 3500 - these include running cables in ceilings for downlights, speakers, power outlets - then connecting to switch points.

7.05

Internal pipes allow for acoustic by lagging IN-06 (Bradford Soundlag 4525C acoustic foam) 25mm. IN-01 is installed in walls (inner-skin stud walls) 2 x R1.6 Batts.

7.07

BH-03: Custom handrail for western opening - frameless toughened, laminated glass balustrade engineered to meet AS 1288.

7.02

Mechanical services include; FBX-02 gas fireplace - gas connection to mains, AC-FF1 air conditioning unit in main bedroom liquid and gas connection as per AS 2885.

7.04

Plumbing services undertaken by accredited plumber in accordance with AS 3500 Plumbing and drainage. Internal downpipes specified as DP-02; UPVC.

7.06

Door 10, denotes WT-02: Internal moveable wall/doors - panels are clad in vertical ship lap boards 138 x 19mm. 42x90 & 42x42 spotted gum timber battens screw fixed.

7.08

Structural Bevelite Skyglass. Glass engineered to meet the requirements of AS1288 bridges the gap between master bedroom pavilion and southern pavilion.

$Ć˝

$,2Ć˝

,2Ć˝

$Ć˝ EcĆ˝

$72Ć˝

%

,ƽEcƽ

% %

7.01

Ī7ƽúƽ

Installation of Mechanical GFD-1 (AC) above pivot door, air flows through open grille (timber grille yet to be installed (picture). Insulation 210mm R 4.1 batts placed in between studs. % )

! ! !

% % % !% % "% % !%

7.07

Internal view of masterbedroom looking north to the outdoor terrace shows the insulation of sliding door (middle), penetration of fireplace flue (left) and plasterboard mid-completion.

7.08

Landscape works begin by clearing the site of any debris, building rubble, surface vegetation and top soil that has accumulated over the build. Tanking (above) shows the diagonal of ground level to come in final stage.

1.07

RL 460.505 RL 460.400

7.07

300H x 1800W hyrdonic panel, heating hot water flow and return drop in wall cavity to PVC conduit and extends under floor slab to wall mounted HHW boiler at west wall ! (located of property).

! Ć˝ 8 Ć˝ D Ć˝ Ć˝ 7.02

HYDRONIC PANEL

% #% % % $

Ć˝ Ć˝ Ć˝ . Ć˝ Ć˝

6 Â&#x192; Ć˝ _ <Ć˝ Ć˝ Ĺ&#x2014; ! Ć˝ 5&yĆ˝ Ć˝ <

%

FCL 459.500

%

- - -

- - -

7.02

7.03 7.02

-

"# $

-

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6

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Ć˝ Ć˝ Ć˝ 6 BĆ˝

%

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%

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FFL 456.800

!

CƽŢĂ&#x2039;bŚƽ ÂĄ Äť lĆ˝ Ć˝ Ć˝ h Ć˝ Ć˝ F Ć˝ ½AĆ&#x203A;5ĹťĹ&#x2039;Ć&#x153;sAĂť 5& Ć? }Ć&#x17E;Ć˝ Ć&#x2039;Ć˝ |

FCL 456.200

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% ƨ

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!Ĺ&#x17D; &&Ć˝

Ć˝Ă&#x201E;Ć˝ § Ä&#x2018;Ă&#x2013; Ĺ&#x2020;ƽƌƽ

Ă&#x2014;Ć˝ Ă?Ć˝

źƽ ) Ĺ&#x160;Ć˝

ÄŽĆ˝ ÄŻĆ˝

7.03

Ä&#x2030;?(Ä&#x152;Ć˝

tCĆ˝(Ć&#x160;Ć˝

�ƽ dƽ ƣƽ dƽ žƽ !%

żƽōĂ&#x152;Ć˝

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7.01 ) )

Ć˝ Ć˝ Ć˝ zĆ˝

6Ć˝ Ć˝

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) ) ) ) ) ) )

7.01

%

7.06

1.07

DOWNLIGHTS

%# 3%J>>>>J@? J>>>J ,

Ă&#x2020; pĆ˝ pĆ˝ Ć&#x20AC;Ć˝ ÄĄĆ˝

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%

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%

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7.04

FFL 453.200

GROUND LVL

: & 3A A A

J

áƽ

SCALE: 1:50 @A3

%

% %

%

%

!

%

òĹ&#x;Ć&#x2C6;Ć˝

şƽ Ć&#x2020; # # &' $

ASSIGNMENT 2: FLIPBOOK STAGE 7: INTERNAL SYSTEMS: PARTITIONS,

SERVICE ROUGH-IN & INSULATION %

0

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

7.01

Mechanical GFD-1 (AC) that sits above door 10, air flows through a timber grille (behind linear grille) as drawn. The branch selector is located in ground floor ceiling (dining).

7.03

Water pipes connected between levels and 7.04 to mains, stormwater and sewerage. DP-02: ) TIMBER denotes UPVC internal down pipes. Allow VOID FORMER Ä&#x161; for acoustic lagging (IN-06) all around. Ć´ Ćľ Ćś >ơƽ >Ƹ Ć˝ Ćš Ĺ&#x192;ĆşÂ&#x2022; þƽ ² xš Ʋ Ćł Ć° ĂŚĆąÂ&#x201D; Âą +

GRACE FLOOD: 911565 ) ABPL20033 CONSTRUCTION ANALYSIS

ÄŁ

7.02

1

2

Construction on internal door frames on ground level (pivot) and level one with cavity for sliding door (continue at this stage) in accordance with AS 1720.

7.05

Ceiling insulation: 210mm Bradford Gold ceiling batts (R-Value: 4.1) + Bradford, Anticon Roof Blanket. 55mm Lightduty blanket (R-Value: 1.3). AS 4859 Insulation.

Floor & wall acoustic/insulation: 10mm Pyrotek Soundguard Silentstep on level one. Soundscreen Plus R-Value: 2.5 Insulation thickness: 88mm in internal walls.

7.06

Operating temperatures of many downlights demand a fire safety requirement for an additional space between each light fitting/ edge of the insulation to prevent risk of fire.

3

4

7.07

PB-01: 13mm plasterboard. Water resistant to wet areas is installed by trimming plasterboard to size, full-height sheets placed in eye-sight, adhesive on wall studs, plaster hung on wall, nailed every stud (top + bottom).

7.08

Landscape works begin.

5

8.01

8.09

8.01

Tiles in living room are laid in Supplier: Artedmous, Pietra Bronzea Brushed 600x300mm tiles. Pre-sealer and GEAL ICR-17 Basoil Sealer to reduce wear over time. Laying patterns is as indicated on drawings (pictured above).

Master bedroom joinery JT-25 (bedhead and drawer bench) and JT-26 wallcupboards (above) are assembled before carpet is laid.

Living room walls are painted with Dulux White Duck Half Strength (Code: P16B1H).

Shelves are completed (pictured - JT-07) and window seat are finished with Becker Acroma Waterbourne Lacquer finish, 20% gloss, non-yellowing UV protection.

Furnishings are placed and styled.

8.04 JT-25 MASTER BED JOINERY SCALE 1:10 Non-Wet Areas Becker Acroma Waterbourne Lacquer finish, 20% gloss, non-yellowing UV protection. Substrate: E0 Structural Board.

Details: All abutting panel ends and mitred junctions are end-matched. Along long length of panels joins are bookmatched.

90

8.00

TV-01: TO ALL EXPOSED SURFACES TIMBER VENEER PANELS, SPOTTED GUM.

CHAMFER CUSHION EDGE TO ALIGN TOP

50x3

MITRED EDGE OF DRAWER

8.03

8.07

BL-01: GRAMPIAN BLUE DARK BLEND KRAUSE BRICKS

16MM MDF CARCASE

8.06 LANDSCAPING Japanese maple planted as per landscape architects specifications.

This aligns with the architects concept of seasonal pavilions - as the colours change, so too does the exterior facade of the Lake Wendouree home.

SA-01: BREATHABLE SARKING 20MM THICK CUSHION UP-02 (LEATHER)

25 150

100 DRAWER 25

25 285

8.01

8.05

720

GRAIN DIRECTION

BASE PLATE

8.02

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 8: FINISHING TRADES GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

INSULATION

VOID FORMER

1

2

3

4

5

8.00

After the ceiling has been plasterboarded, painted and finished, tiler clears any dirt/ dust and lays out tiles in specified pattern he then uses spacers and mid-grey grout.

8.02

JT-25 Masterbed joinery is constructed and lacquered on site to match the sample colour in alignment with architects specifications.

8.04

Window seat steel framing is fitted out/ covered in spotted gum. It is then finished with gloss, and finally the custom cushion seat is placed on top.

8.06

Landscaping is concurrently being worked on by the landscapers to meet the landscape architects guidelines and prepare for handover.

8.01

The carpeter installs Picotage Luna Pearl 100% Pure New Wool (66mm Broadloom) Carpet Thickness (inc backing): 8.8mm Over Pyrotek Soundguard Silentstep.

8.03

JT-07 shelving is installed, combines timber veneer (TV-01) powder coated aluminium book dividers with PC-04.

8.05

Level one joinery for the Master bedrooms cupboards (JT-26) is constructed and fitted on site by cabinet makers, following the architects specifications.

8.07

Furnishings are moved in during handover with the occupants and when the building contract is finalised without major defects.

8.01

JT-27 shelving are constructed with aluminum booked dividers rebated 6mm into the shelf. Outriggers hold the shelf into space (as seen in earlier stages) steel structure - they are then screwed to each stud and plates are welded together.

8.04

Timber veneer (TV-01) in spotted gum is held up against the leather finish for the bed-head. These have been designed to match aesthetically, therefore the process of matching to sample, as specified by the architect is imperative.

Furnishings are moved in to the architect and interior architects recommendations.

Occupants (client) bring there own furniture for handover.

8.07

RL 460.505 RL 460.400

FCL 459.500

8.00

8.04

8.02

8.05

FFL 456.800 FCL 456.200

8.03 8.07

8.06

Final checks are undertaken by all parties involved in the construction before the handover to client.

8.01

8.08

FFL 453.200

8.07

GROUND LVL

SCALE: 1:50 @A3 0

ASSIGNMENT 2: FLIPBOOK STAGE 8: FINISHING TRADES GRACE FLOOD: 911565 ABPL20033 CONSTRUCTION ANALYSIS

KEY:

CUT LINE HYDRONIC COIL NEW STRUCTURE

COMPACT ENG FILL

CONCRETE

SOIL/CLAY

SAND

VOID FORMER

1

2

3

4

5

8.00

Walls and ceilings are painted before installation of floor to reduce clean-up required and possible damage to finishes.

8.02

Upstairs bedroom floor is carpeted Picotage Luna Pearl 100% Pure New Wool (66mm Broadloom) Carpet Thickness (inc backing): 8.8mm over substrate.

8.04

Final pieces of joinery; such as drawers for bedroom cabinets are installed by a cabinet maker in alignment with architects specifications.

8.06

Site inspection is carried out in final stage to list, mark and rectify any problems, as per the contract.

8.01

Driveway is dug, compacted and stonecomposite concreted in alignment with landscape architects specifications.

8.03

Marble is installed Artedomus “Bianco Gioia Carrara” Honed finish. Then sealer as applied by stone mason over particleboard generally 20mm.

8.05

Other areas of house are checked for waterproofing by hose spray test in accordance with AS 3740.

8.07

Landscaping is completed, and plants are planted as per landscape architect’s drawings and specifications.