Nail your colours to the mast that all may look upon them and know who you are.
It takes a big man to cry...and an even bigger man to laugh at that man.
Nail your colours to the mast that all may look upon them and know who you are.
It takes a big man to cry...and an even bigger man to laugh at that man.
The funny thing is that Site licences aren't actually a requirement. There is no place in the Act that requires them to sign or certify anything. Design, carpentry, roofing, specialist claddings, waterproofing & P&D are pretty the only LBP's that have to sign anything or have the registration recorded. They really have missed the bus on getting it right. Save youself the $700 and hassle of CPD compliance. Site licenses are a dead end unless the Act is changed to make them accountable or even necessary
I am a weathertightness expert/ professional witness and a minor shareholder in a private BCA (obviously not the one you are dealing with, which I assume to be either Compass or Professionals). They are obviously quite wrong as it is wind speed which you design for, not the wind zone. BCA/Council GIS files only have generalised information on wind speeds (not zones). The actual wind zones are given in NZS3604 and are only one factor in calculating the project specific wind speeds. NZBC B1 & NZS3604 require that wind speed is calculated specific to the immediate topography (incl trees and ever changing shelter from adjacent housing developments etc). This should not need to be explained to either of the above parties, but it appears that you need to take them to task by doing so and threaten them with a damages claim (the threat does have weight even if it is hollow). Obviously you are dealing with someone who doesn't really know what's what and if your lucky he will recognise that, accept the lesson and back down.
Again, a similar story. I have read many Geotech reports containing this recommendation. It is valid more so for strip foundation designs or combinations of strip and raft (for differential movement or if the build platform partially encroaches an area of differing soil types Like part good ground and part certified class H fill). It is generally understood (and sometimes spelt out in the geotech report) that specific design cantilever edge beam raft slabs are designed to compensate for the identified issues in this respect. A simple letter from your engineer telling them so should see them accept the design consideration confirmation. They aren't qualified engineers and would have to have the council engineer carry out a design review to identify omission of a required design consideration before they could legally justify such silliness. Again, threats of seeking a determination and damages compensation in this respect do work. Big penalties for the BCA if they are shown to have abused the process and caused it to take more than the prescribed 20 days. They have to refund the consent application fee.
Yes it is relative because it goes to demonstrate a lack of time benefit to either process or product has resulted from all of the added compliance costs. Just more cost increase through delays.
Political correctness: a doctrine which holds forth the proposition that it is entirely possible to pick up a turd from the clean end.
bored
800 years old , can be painted , no government certifications ,,,all ok
next
"Look, Madame, where we live, look how we live ... look at the life we have...The Republic has forgotten us."
Exfuckingzacly right.
Buy the worst house in the best street you can afford. Stop paying rent to others and get a toe in the door of the property market.
10 Years latter you have paid off half of it and the propery value has doubled. So you own 3/4 of a $500k house that you brought with a $25k deposit. Or do you buy a $25k second hand WRX and keep renting, ten years latter you are still paying rent to me and own a 10 year old WRX pos jalopy.
Just another leather clad Tinkerbell.
The Wanker on the Fucking Harley is going for a ride!
True. I admit I'm not up on the exact enforcement of current banking rules.
30 years ago there was the Reserve Ratio which Robert Muldoon used weekly to control NZs internal money flow. For some reason this is now out of favour.
In its place we have the Basel II Accord which specifies Tier I and Tier II Capital Adequacy ratios for banks, the idea being that all banks hold at least 8% of funds deposited in liquifiable assets. So if there is a run on the bank or a financial crisis, there is an 8% cushion.
If a central bank raises the ratio to 9% that means banks have to hold back more money and lend less. Somewhere in this mix is the ability of the central bank to restrict mortgage lending to 80% - which looks like happening. Good idea.
All moving to Basel III now mate....the market is a peculiar thing, hard to pick what will be and what will not be considered adequate criteria to lend including LVR ... Loan to equity...very hard to see a return to 2.75 times income policy as well. If you want to cap something that's the way. Some ingenious sod will always find a way to substitute valuation for equity.....I think Government will leave all those decisions to the private sector and concentrate on systemic stability which is far more important. Anyway what would I know?
So save $15000 deposit on a $75000 house. The mortgage on that is a fraction of what you now pay in rent and in 2 years you will have saved enough for a deposit on a $200,000 house. It doesn't take long to get up to what you want to achieve. It just means living somewhere less desirable for a while.
Time to ride
Before you say to Jantar that there are no houses available in Auckland for 75k consider you don't have to buy in Auckland and you certainly don't have to live in it.
Political correctness: a doctrine which holds forth the proposition that it is entirely possible to pick up a turd from the clean end.
Political correctness: a doctrine which holds forth the proposition that it is entirely possible to pick up a turd from the clean end.
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