[2009] VCAT 760
General information, not legal advice.
Victorian Civil and Administrative Tribunal
2009-04-30
Original judgment source is linked above.
Lintel to highlight windows in bedroom 2 comprises three small beams and not one continuous beam as required by Kennedy Drawing SC.
Stud work to same wall as [previous alleged defect] above is contrary to good building practice, studs cut and noggins missing. This wall supports the main tile roof load. This needs to be complete.
Stud work ... bowing in two different directions as it was cut through in a number of different locations, requiring the replacement of the studs and all associated noggins. By doing so whatever plumbing and electrical wire in those walls had to be stripped out to allow the work to be carried out.
There are more than 20 load bearing studs that have been cut through by more than 50% and a pleat overlap into one side only by a maximum of 150mm framing. The Code requires less than 50% cut and 600mm long pleat overlapping 300mm each way to both sides. These need to be replaced.
Non-load bearing walls have double plates impeding trust movement as required.
Top plate wall junctions do not have gang plates across plate tying them together which would prevent the plaster cracking in corners which has occurred.
First floor, bedroom four party wall load bearing stud work is short by up to 15mm so plastic glass spaces were used to fill the gap. This needs to be rebuilt.
Glazing spacer plastic packers have been used in various locations which is not in accordance with the Code.
Multiple load bearing stud work has not been nailed properly.
Does that mean that this work may not be defective?
Mr Arends replied 'correct'. In those circumstances I do not believe that this defect, Item 2.3.17 in the Arends' report has been made out.
Floor joists around lift well are not ply block to transfer roof load.
Load bearing stud work around window and door openings need to transfer load through floor joists to lower plates on each level as per details F3-F5 of installation manual, none of these have been done.
Bracing ply to external faces above basement is not adequately nailed.
Lightweight cladding is meant to be screwed at 300mm on studs this has not been done.
Lightweight cladding missing from above bedroom 2 allowing weather to penetrate insulation and plasterwork which had been installed.
Door frame to laundry external door has been installed inside out.
Bulkhead framework was installed with only nail connections and not screws to prevent separation.
Once the condemned plasterwork was removed it was evident that all the bulkheads that had been created in the kitchen and family room were not constructed properly - there were no screws used in the connection of the bulkheads to the main structural frame above. As a consequence the 75mm nails that were used to fix the bulkhead framing were only piercing the timber frame above by some 15mm and in one section when I pulled the plaster off (the bulkhead above the island bench) it collapsed in one complete solid piece.
Cavity sliders in master bedroom are not fixed into place.
The floor in front of ground floor lift opening has a 15mm hump in floor. This needs to be levelled out.
... what I am saying was the lift wall was poured 100ml higher than it should have been therefore that area around the lift had to come up or dug out, one or the other, but because we were going to put in flooring, then to bring it up was just as easy because we are going to have to batten it out anyway.
FB4 structural steel beam was designed to carry load through master bedroom wall above, but steel beam is 150mm too far west requiring additional timber beams to carry load.
We were [not] invited back in to take measurements and to just ascertain that this in fact was the case.
Significant and required chopping a number of beams through to get them in and to laminate them together in a manual fashion, where we were not able to use pneumatic equipment to connect them. So each beam had to be bolted and connected in order to achieve minimum structural integrity.
FJ1 floor joists are not installed as per design specifications from smart frame.
Dividing party wall at front balcony only goes up 1500mm, should go to roof line for fire rating and structural support of roof.
Roof rafters under tiled roof area should be blocked at 180mm to tie rafters together. 190mm min size blocking but 90 x 45 used only randomly.
The Building Code gives you options in building construction over many years has allowed you to raise this sort of scenario with herringbone braces in the old days, these days that has become uneconomical but it could be achieved with two members as long as they were in opposing positions at the time and the bottom of the rafter rather than one continuous piece but the photos do not help me insofar as identifying that.
Noggings in walls particularly in basement are fixed randomly. The Framing Code requires them to be placed either side of a centreline no more than twice their thickness apart.
The spacing between these noggings would not exceed 1350mm and in my experience, in my opinion the noggins that are there would comply. It is not uncommon for there to be a break in that continuous line, particularly at door openings where it is recommended practice to put an extra noggin in beside and you just step and put one either side similar to what has occurred here. In this instance it has occurred for a different reason but I believe that that wall is structurally sound and in compliance with the relevant section of A1684. I only just have one final thing to say about that and I think the spacing of noggins, because they are nominally a lesser measurement than the frame, the location of the noggings does not need to be in line with or adjacent to the join in the plaster sheets. The joins are designed to float across between the studs and not be supported by the noggings, and that is all that I intended to say.
Bottom plates to most wall frames have only one nail randomly fixed not two nails at maximum 600mm centred.
Floor sheeting is required to be fixed as per AS 1684.1. A large number of sheets have only been tacked but not shot off. Flooring and top flange accounts for 53mm nails at 75mm approx 20mm of nails should be visible from underneath. This has not been completed.
There is a hump in the roofline as viewed along the roof. The hump is at RB1. The RB1 is too high or at the top end of the roofline the wall is too low.
There is a large deflection in the first floor. Floor joints will require additional joists to stiffen floor. Smart Frame design does not allow for spa bath in centre of spam with 100mm thick concrete base. Expanding foam should have been used to lessen load. This large amount of movement will cause wall and ceiling plaster joints to constantly open up creating an ongoing maintenance problem.
Anyway, it is very difficult to see the deflection and I suppose what I am saying here, sir, and Mr Arends is if there is a large deflection we would have seen it before the plaster. It wasn't ever mentioned before the plaster was removed.
All wall junctions are required to be tied together with strapping and overlapping plates. The wall joints are separating in a number of locations.
Under cross-examination at T/S 316 Mr Arends agreed that it was difficult by reference to the photographs to 'see what has been tied together [at] those junctions?' T/S 316 ll 25-26. The photographs that Mr Arends was taken to depicted a fairly jumbled set of framing with a number of members stuck together, packing and the like.
Master bedroom window reveal over bath has been removed to allow window to fit into opening which is too small, some modifications will need to be made to give a proper finish.
Bedroom 2 roof main rafters run into dormer valley but are not connected and in some locations are 30mm short.
A rafter over shower ensuite entry doorway sits on top plate non-load bearing head with a 20mm gap taking full roof load.
Rafters are lapped over RB I beam which is not as per engineer's detail. They are meant to but into beam from each side with a 100mm x 100mm x 6mm steel angle supporting them.
Further, the diagonal bracing on the two side walls [of the front bedroom on the second floor] was running the same direction as the rafters rather than in the opposite direction. The cross-bracing across the little window in the dorma (sic) only went halfway and then just stopped instead of running across from corner to corner. The same defect was evident in the ensuite. The diagonal facing was inadequately carried out as a consequence additional bracing throughout was required. The 45o return wall that divides the ensuite from the dorma (sic) had no connection across the corners on both sides and as a consequence additional structural work to ensure stability in that area was required.
That this bracing here is not, according to the strict requirement but since it is to make assurance doubly sure it doesn't matter?
It is not normal for a builder to start putting a lot of extra bracing in that isn't required. So seeing as I saw the basis there one would assume it is a requirement to stabilise the building in which case it should go from top plate to bottom plate.
The angle bracing in bedroom 2 does not span from top plate to bottom plate in opposite corners as required.
Common rafters at dormer valley intersection bear on independent stud in four plates are not connected to the main wall run on both sides as required.
Wall junctions are not tied together resulting in joints opening.
So I just say, Mr Arends, that really from the photos, we can't say that this wall junction, and it's not really a wall junction, it's a wall abutting if you like because it is not a junction as such ...
RR2 rafters each side of the dormer are required to be doubles, they are singles only.
A 150 x 100mm steel angle on either side of those rafters on both sides of the dorma (sic) had to be bolted in to carry that cantilever load.
Additional floor beams are required in bedroom 1 ceiling to distribute roof load from floor above.
General statement, two general statements, not back. [ed] by any engineering.
... the plans don't specify those - generally speaking engineers won't show cross-joists between joists. That is left up to the builder and depending on the floor structure. The Smart beams are posi-strats, solid beams will determine the actual cross-members.
But my memory says that the wall is just sitting on top of the floor and with nothing underneath it.
Verandah roof edge beam was to cantilever out over the first C2 column to pick up front 190 x 45 fit rafter fascia beam. There is a cold joint over the first column requiring engineered steel connecting plate to both sides to bolt both beams together to allow a cantilevered work 75mm foam panel placed outside of that same beam means that level beam is 75mm out of alignment with the 180 PFC steel beam below which the first C2 column is meant to land. Additional angle iron and webbing will be required to allow a connection to work.
The 180 PFC beam is sitting on a steel bearing plate not pinned or fixed to anything, the PFC beam is welded to it but movement is allowing the column to shift alignment if knocked. Angle tie welded to edge and fixed to inside bottom plate as required.
RR2 rafters are meant to be doubles as per Kennedy Design (Drawing S2) design but only single rafter installed. This needs to be rectified.
Tillings 'Smart Frame' floor joist system was used. There is a 10 page installation guide provided with the product. What has been constructed does not comply rendering a good number of long span joints useless, as top flanges have been drilled out, entire sections cut out, holes drilled too close to end of joists. A table is provided as to how large and how far from ends all these wholes can be above entry. The table was not followed.
There are eight joists that do not comply with the installation guide on ground floor, and 16 joints in basement level that do not comply because joists are cut around bedroom 1 beam. All these need to be repaired.
Double floor joists are meant to be connected together, for load bearing, with a 250 x 45 continuous timber filler between them and nailed through web. This has not been done anywhere in the house.
No holes in web can be closer than two times the diameter of the largest hole. There are two joists which do not meet this criterion in master bedroom ceiling.
There are a number of I joists extensively weathered increasing possibility of glue de-laminating. This will need to be rectified.
Lift shaft internal dimensions currently do not meet the specifications for any lift companies to supply a lift that will fit inside the shaft. Further, the dimensions do not allow a wheelchair and one person in the lift at the same time. The slab set down is not deep enough for lift car or the head clearance at roof level not high enough.
Lift shaft roof will need to be extended by 300mm to allow for full travel of lift car and lift well will need to be lowered by 700mm to fit the hydraulic operation. The carriage will need to be shortened by 230mm in depth to fit.
Lift shaft wall at first floor level on shaft side is made of two panels double top plates are in the same location allowing wall to hinge back and forward.
I basically said it should comply with the drawings.
Roof trusses not installed PRYDA installation guide provided by Able Trusses, additional end bracing will need to be done so trusses do not rack.
Two roof trusses are damaged requiring repairs bottom cord cut out to allow plumbing pipe to pass through.
Three trusses directly over lift shaft are not fixed down to plate and UFT shaft front wall not tied to side walls as there is a 10-15mm gap to each side of lintel and side wall junction with six skew nails across corner to do job.
Roof joists over rear family room, adjacent to deck are 'Smart Frame'. One joist with LBL flanges. Perimeter trimmers put in for bulkheads were nailed through laminated bottom flange, separating the bottom flange, in at least six locations along the same flange.
Rear deck floor joist, on sub-floor side, are within 75mm off the floor for more than 25% of floor area. It should be a minimum clearance of 250mm ground clearance.
Rear deck extreme west beam connected to two concrete pads via treated pine post cast in concrete. No clearance from ground as beam is hard down on earth and will rot quickly.
The same beam is spaning too far between posts, need extra stump installed.
Decking boards are only fixed via 2/50mm coil nails; minimum requirement for fixing into soft wood is 2/65mm nails 2.5mm thick, boards loose and lifting.
Timber floor beam directly under bi-fold rear doors is only fixed to steel beam via three Ramset nails no other bolting connections are evident hence squeaking when you step onto deck. This carries the distributed deck load. This needs rectification.
Insufficient noggings between floor joists to deck at ends causing joists to twist sideways.
The purported waterproofing to the outside of the northern and eastern walls of the residence below the ground lines does not comply with the Building Code of Australia (BCA). The garage is classified, under the BCA, as a Class 10 building. Under the BCA a masonry wall is not required to be waterproof. However as this area is attached to the entertainment area, which is classified under the BCA as Class 1 building and is therefore required to be waterproof, the garage must also be waterproofed externally. Part 3.3.4 of the BCA requires that every external wall of a Class 1 (residential) building be made waterproof. Class F2.2.1 of the BCA states 'a building is to be constructed to provide resistance to moisture from the outside and rising moisture from the ground'. Therefore, the east and north walls of the lower ground floor should have a proper waterproof membrane applied to the full height of the wall under the ground and have an agricultural drainage pipe (connected to stormwater) at the footing level to relieve any hydrostatic water pressure. This also accords with proper building practice.
Only a single coat of bitumen has been applied and not completely in some area. It stops approx 20mm from bottom not painted behind stormwater stack at all and no tanking on slab behind agricultural pipe drain. A single layer of 0.2mm moisture barrier poly placed in front but not taped across poly joints. This will allow water to leach through the wall.
4.5mm fibro-cement sheet protection lay used, already broken down and cracked in numerous places and held in place via a timber block shot into brickwork penetrating membrane. This will allow water to leach through walls.
If they are in the alfresco wall they would also establish that that tanking was only a temporary measure. It is now an item of completion.
Stormwater stack behind wall placed there to provide drainage from behind wall, but water would need to fill to 80mm before discharging as 'T' entry is 75mm above slab level. Salt leaking is evident at present from bottom three courses. This needs to be repaired.
Back fill behind wall was predominately building rubbish and clay except to 300mm high x 200mm high wide layer of 7mm topping over A661. More than 2m3 of rubbish being drink bottles, timber, plastic wrappings from brick packets and brick bats removed.
The infrastructure in place in (sc is) inadequate. Three phase mains have been partially installed from the main switchboard (located at front porch) to basement garage but still remain on cable spool. From main switchboard there are single phase sub-mains to lower ground floor sub-board below storage. Single phase sub-mains to ground floor sub-board and two single phase sub-mains to sub-board on first floor.
There has been no pre-design carried out. Sub-board enclosures installed are not large enough to accommodate required control and protection hardware. Distribution of sub-mains in single phase will make the matter of balancing the total installation almost impossible.
Electrical wiring was initially installed as conventional 240v system. An attempt was made to convert C-bus by running C-bus cat 5e network to each light switch. Switch points had been relocated to switchboard at lower ground floor (by running additional twin active TPS for each switch). Whilst this conversion system will work, it would require an in-wall termination behind each light switch which would have enclosed in an approved insulated junction box. The box is required to provide insulation between 240v and the extra-low voltage C-bus network termination between each C-bus key input unit.
If the electrical installation was completed using the conversion system that has been put into place there would be an excessive amount of junctions within the installation which will be predominately concealed. These junctions will create weak points within the installation; (increase the likelihood of mechanical breakdown). Further, these junction boxes would be multiple earth and neutral connections, which would possibly need to be accessed if a major fault occurred in the system for testing purposes.
I was working as directed so I was wiring the house in what I thought was the smart way, the smart system, and basically the owners must have commented to the builder and the builder approached me to, yes, see what we could do to fix it.
Let me say that electrical installation is made up of an array of connections. Those downlights above your head there sir, are all electrical connections.
So you say yes, there are connections there but they are okay, they are done all the time?
The house will be wired as a smart house. Clipsal bus or C-bus, is a fully programmable control and management system that is designed to transform energy savings into reduced power bills.
Clipsal C-bus is microprocessor controlled wiring system that offers complete control of lighting and other electrical services. Clipsal C-bus also provides the platform for a total building automation system that can be integrated with air-conditioning, security system, heating, communications and major appliances. It also advances features such as voice activated switching, movement control switching.
The platform for a total building automation system that can be integrated with air-conditioning, security system, heating, communications and major appliances.
It indicates the contemplation is that the C-bus treatment will be given to the entire wiring system of the house rather than merely introduced to particular areas as Mr Symons' initial approach would have done. The fact that Mr Symons directed Mr Lica to retrofit C-bus to some areas where it had not initially been fitted is to some degree supportive of this though generally the post-contractual acts of the parties are not admissible as to the true construction of the contract FAI Traders Insurance Co Limited v Savoy Plaza Pty Ltd [1993] VicRp 76; [1993] 2 VR 343. Dependable contracted to provide a fully integrated C-bus wiring system. What it delivered was a patchwork combination of C-bus and ordinary 240v connections without a master plan. Whilst I accept that it may have been possible for the Serongs' electrical contractor to establish what had been done, I believe Mr Giancino's advice to start anew was reasonable and proper advice and that the Serongs were entitled to accept that advice. This defect has been established.
The starserve cabling should consist of data phone and TV cabling wired in star configuration from central enclosure. All phone and data should be minimum Cat 5e and TV should be minimum of tri-shielded RG6 coaxial cable. Typically a phone/data and TV point should be cabled to each bedroom and living space with additional phone and data for study or multi-purpose area.
While predominately cable has been run for the starserve system there are a few concerns. There is not adequate segregation between 240v cabling and starserve cabling especially where cabling is grouped, this is most crucial with 240v cables as large numbers of cables increases the likelihood of electromagnetic interference.
There are not adequate provisions for the minimum recommended number of points to each room there are some particular locations where what has been installed is at the very least questionable.
It was alleged that backing metal angle or flashings had not been installed in showers or spa internal corners and that this breached the relevant Australian standard for wet areas being BCA Part 3.8.1. BCA Part 3.8.1.0 includes AS 3740 - waterproofing of wet areas in residential buildings, as an acceptable construction manual meeting performance requirement P 2.4.1. The 2004 version of the standard is adopted by reference in Part 1.4 of the BCA. Metal angles would only be required if the walls were not fully waterproof. They are used as a secondary moisture barrier from the surface as only water resistant. I inspected the waterproofing that had been completed to the bathrooms of the adjoining property and it has been carried out to the full height of the walls above any fixtures and exceeds the minimum requirement Clause 5.7.3 of AS 3740 2004 in relation to vertical flashing provides that it may be external or internal to the wall sheeting.
External brickwork is meant to be laid using white cement which has not been done.
Brickwork around north boundary is raked but lower level brickwork is ruled. The brickwork on the verandah is extremely poor and requires removal and reinstatement by a competent tradesman.
The stormwater drain has been damaged in nature strip resulting in water rising to surface when it rains. This needs to be repaired.
The ceiling to floor windows have not been fitted with safety glass as required by AS1288.
Opening/windows around spa require safety glass to comply with AS1288.
Ground floor sliding glass doors should have a sub-sill to allow for water membrane or sub-sill reveals as required by AS2047.
Double glass doors installed in bedroom 4 and single glass doors installed in bedroom 2 and 3 are in breach of the existing town and building permits.
If the Owner terminates this Contract in accordance with this Clause 20 the Owner may then engage another builder to complete the Works: and
An owner completing the contract after a determination, whether at common law or under a contractual clause, is not in the position of a mortgagee in possession whose actions are jealously scrutinised. Subject to the principles of mitigation of damage, whereby any obviously unreasonable conduct will serve to reduce the damages otherwise recoverable by an innocent party for breach of contract, the owner, though naturally bound to account to the contractor and those claiming under him (as, for example, assignees of the sums due under the contract) in computing the cost of completion and also in making any necessary allowances for differences between the final work and the originally contemplated contract work, will be allowed a reasonable discretion in the way in which he completes, whether this determination results from a decision at common law or under a contractual termination clause condition on default.
Now when a contractor gets into difficulties ... and the employers in consequence put to the extreme inconvenience and annoyance of having himself to complete the work I think the employers should be allowed a large discretion in the way in which he completes it, and that the contractor, in the absence of fraud or extreme negligence, cannot complain if the work be carried out in an uneconomical manner.
The contractor cannot, in the absence of fraud or extreme negligence complain if the work be carried on in an uneconomical manner .. every allowance should be made in considering the conduct of the employer for the position in which the default of the contractor has placed them.
George [that is Mr Eichner] has claimed $128,519.77 in invoices and yet if you add all these invoices they only total $123,277.94.
4.1 He would be the person primarily involved in the construction of the house to be built on the site;
4.2 He would do most of the physical construction himself including all the excavation and carpentry work and would also supervise any construction work performed by others;
4.3 He would personally project manage the construction of the house;
4.4 He had the necessary professional qualifications, skill and competence to project manage the performance of the building agreement and the proposed works;
4.5 The house would be designed by, and would be constructed in accordance with structural drawings and computations prepared or to be prepared by a qualified structural engineer;
4.6 Planning and building permits were in place or would be obtained for the house in compliance with all applicable laws;
4.7 He was a registered building practitioner under the Building Act in the appropriate category and therefore Dependable Developments was a registered builder under the Domestic Building Contracts Act 1995.
11.1 Dependable Developments was permitted to start the work under the building agreement;
11.5 Payments would be claimed and should be made in accordance with the building agreement.
(1) A person must not, in trade or commerce, engage in conduct that is misleading or deceptive or is likely to mislead or deceive.
(2) Nothing in the succeeding provisions of this Part is to be taken as limiting by implication the generality of subsection (1).
The wide language of S.82 is compatible with a legislative desire to broaden the scope of recovery, not to keep it within the bounds of some comparison with the Common Law.
(a) to enter into the building contract with Dependable in circumstances where they would not otherwise have done so; and
(b) persist with Dependable with had they known the truth they may have moved to terminate the contract earlier.
Misrepresentation will rarely be the sole cause of loss. If, in reliance on information, a person acts, or fails to act, in a certain manner, the loss or damage may flow directly from the act oromission, and only indirectly from the making of the representation whether reliance involves undertaking a risk, and information is provided for the purpose of inducing such reliance then if misleading or deceptive conduct takes the form of participating in providing false information, and the very risk against which protection is sought materialises, it is consistent with the purpose of the statute to treat the loss as resulting from the misleading conduct.
(a) have entered into a building contract with Dependable at all; or
(b) allowed matters to proceed as long as they did.
If the realised market value of the property had equalled or exceeded the sum secured, because the property had been sold into a buoyant property market, or as in this case, if the property market had only slightly fallen, no recoverable 'loss' would have arisen. The contingency would have fortuitously operated to the benefit of a valuer, the party at fault. ... The party which is not at fault should not carry the burden of a contingent [the collapse of the property market] when that party has no control over it, in circumstances where the contingency is not remote and is reasonably foreseeable by the party at fault and where the legal wrong, in this case careless representations, induces the faultless party to expose itself to the contingency.
A claim for damages for a contravention of Section 9 of the Fair Trading Act 1999.
A claim for economic loss or damage to property in an action for damages (whether in tort, in contract under statute or otherwise) arising from a failure to take reasonable care.
(2) If the proceeding involves both an apportionable claim and a claim that is not an apportionable claim -
(a) liability for the apportionable claim is to be determined in accordance with this Part; and
(b) liability for the other claim is to be determined in accordance with the legal rules, if any, that (apart from this Part) are relevant.
(1) A concurrent wrongdoer, in relation to a claim, is a person who is one of 2 or more persons whose acts or omissions caused, independently of each other or jointly, the loss or damage that is the subject of the claim.
(1) In any proceeding involving an apportionable claim -
(a) the liability of a defendant who is a concurrent wrongdoer in relation to that claim is limited to an amount reflecting that proportion of the loss or damage claimed that the court considers just having regard to the extent of the defendant's responsibility for the loss or damage; and
(b) judgment must not be given against the defendant for more than that amount in relation to that claim.
(a) prevents a person from being held vicariously liable for a proportion of any apportionable claim for which another person is liable; or
Serong
Dependable Developments Pty Ltd
The word 'substantial' is not only susceptible of ambiguity: it is a word calculated to conceal a lack of precision. In the phrase 'substantial loss or damage', it can, in an appropriate context, mean real or of substance as distinct from ephemeral or nominal. It can also mean large, weighty or big. It can be used in a relative sense or can indicate an absolute significance, quantity or size. The difficulties and uncertainties which the use of the word is liable to cause are well illustrated by the guidance given by Viscount Simon in Palser v. Grinling ([1948] 1 All ER 1 at 11; [1948] AC 291 at 317) where, after holding that, in the context there under consideration, the meaning of the word was equivalent to 'considerable, solid or big', he said: 'Applying the word in this sense, it must be left to the discretion of the judge of fact to decide as best he can according to the circumstances of each case ... ' (See also Terry's Motors Ltd. v. Rinder [1948] SR (SA) 167 at 180 and Granada Theatres Ltd. v. Freehold Investment (Leytonstone) Ltd. [1958] 1 WLR 845 at 848). In the context of s.45D(1) of the Act, the word 'substantial' is used in a relative sense in that, regardless of whether it means large or weighty on the one hand or real or of substance as distinct from ephemeral or nominal on the other, it would be necessary to know something of the nature and scope of the relevant business before one could say that particular actual or potential loss or damage was substantial. As at present advised, I incline to the view that the phrase, substantial loss or damage, in s.45D(1) includes loss or damage that is, in the circumstances, real or of substance and not insubstantial or nominal. It is, however, unnecessary that I form or express any concluded view in that regard since the ultimate conclusion which I have reached is the same regardless of which of the alternative meanings to which reference has been made is given to the word 'substantial' in s.45D(1).
Tillmanns Butcheries Pty Ltd v Australasian Meat Industry Employees' Union [1979] FCA 85; (1979) 27 ALR 367, 382
(1979) 27 ALR 367
(1998) 194 CLR 355
(1982) 149 CLR 620
(1951) 83 CLR 222
(1954) 90 CLR 613
(2006) 225 CLR 553
(1984) 157 CLR 215
(2004) 217 CLR 640
(2004) 216 CLR 388
(2005) 224 CLR 627
(1999) 199 CLR 413