Perth-WRX.com  

Go Back   Perth-WRX.com > Off Topic Discussions > Non-WRX Discussion
Register Diddy Kart ArticlesAll AlbumsBlogs FAQ Community Calendar Today's Posts Search


Welcome to Perth-WRX, click here to register!

Reply
 
LinkBack Thread Tools Display Modes
  #11  
Old 29-11-2008, 11:59 AM
rubasu's Avatar
WRX Hi Five Club
Member
 
Join Date: Oct 2007
Location: Perth
Posts: 269
Thanks: 3
Thanked 0 Times in 0 Posts
rubasu at standard level
Send a message via MSN to rubasu
Default

It's called the new "Quicky Bricky" apprenticeship scheme guys. You think the brickies are rough you should see what plasterers get up to!!
Reply With Quote
  #12  
Old 29-11-2008, 12:35 PM
gorotsuki69's Avatar
STI Master
Member
 
Join Date: Jul 2005
Location: Perth
Posts: 897
Thanks: 16
Thanked 9 Times in 8 Posts
gorotsuki69 at standard level
Default

http://uk.youtube.com/watch?v=XCph9Sq6pfw
__________________
There's a hoon in every Typhoon
Reply With Quote
  #13  
Old 29-11-2008, 12:40 PM
meatbag's Avatar
STI Master
Member
 
Join Date: Aug 2007
Location: in my car
Posts: 853
Thanks: 3
Thanked 1 Time in 1 Post
meatbag at standard level
Default

From what i understand - you don't need to be registered to be a bricky... same with carpenters.

Pisses my housemate off because he is in the middle of a 4 yr apprentiship (sp) to become a painter. he can't get work unless he is a registered painter.

yet someone can build a house with no qualifications and put peoples lives at risk... no problem
__________________
Twin scroll Pig Bi-Squeeling
Reply With Quote
  #14  
Old 29-11-2008, 03:12 PM
DCCD Donut Driver
Member
 
Join Date: Jan 2006
Location: Perth - SOR
Posts: 132
Thanks: 0
Thanked 0 Times in 0 Posts
col5555 at standard level
Default

Quote:
Originally Posted by Wrexter
Ive send you an email with the standard attached

but i got this from it

Maximum deviation from plumb within a storey from a vertical line through the base of the member

Structural tolerance

The lesser of ±10 mm per 3 m of height or 0.05 times the thickness of the leaf

Non-structural facework tolerance

±10 mm


Maximum deviation from plumb in the total height of the building (from the base)

Structural tolerance

±25 mm

Non-structural facework tolerance

±25 mm
What about Maximum horizontal or vertical deviation of a surface from a plane surface (bow) in any 2 m length.
A diagram I have is 5mm stuctural tolerance or 3 mm Non structural framework tolerance. What does "Non structural framework tolerance" mean.
The affected walls in my case are face brick.
Reply With Quote
  #15  
Old 29-11-2008, 03:18 PM
DCCD Donut Driver
Member
 
Join Date: Jan 2006
Location: Perth - SOR
Posts: 132
Thanks: 0
Thanked 0 Times in 0 Posts
col5555 at standard level
Default

[QUOTE=meatbag]From what i understand - you don't need to be registered to be a bricky... same with carpenters.

Grano workers also dont need to have any qualifications. The most important part of a building project (foundation) and anyone can do it.
Reply With Quote
  #16  
Old 30-11-2008, 10:11 PM
DCCD Donut Driver
Member
 
Join Date: Jan 2006
Location: Perth - SOR
Posts: 132
Thanks: 0
Thanked 0 Times in 0 Posts
col5555 at standard level
Default

I would like to pass on a big thank you to Wrexter for providing me with some info regarding AS3700-2001.
Thanks Heaps!! I have had a few anxious days wondering what the tolerances would be and whether I would have a case. Considering this particular bricklayer is being paid to teach apprentices,it nots going to look so good for him.
col5555
Reply With Quote
  #17  
Old 30-11-2008, 10:46 PM
Wrexter's Avatar
STI Master
Member
 
Join Date: Jan 2008
Location: Perth, W.A.
Posts: 581
Thanks: 0
Thanked 0 Times in 0 Posts
Wrexter at standard level
Default

Quote:
Originally Posted by col5555
I would like to pass on a big thank you to Wrexter for providing me with some info regarding AS3700-2001.
Thanks Heaps!! I have had a few anxious days wondering what the tolerances would be and whether I would have a case. Considering this particular bricklayer is being paid to teach apprentices,it nots going to look so good for him.
col5555
No worries champ, glad i could help a fellow p-wrx member.

cheers.
Reply With Quote
  #18  
Old 01-12-2008, 07:53 AM
CDR RA's Avatar
STI Master
Member
 
Join Date: Jul 2005
Location: Perth
Posts: 781
Thanks: 1
Thanked 4 Times in 4 Posts
CDR RA at standard level
Default

Generally with cottage construction in WA if it is double brick, your inner leaf of brickwork had the wall plate on it and supports the roof and is therefore the structural element. The outer leaf is your non structural element.

From the regs it seems you should be able to put a straight edge on the brickwork from the bottom to the top of the external leaf and not see it run out by more than 10mm.

If you are not happy start by talking to the builder rather than the tradie. (Only applies if you are usign a builder)

Unfortunately the shit flow down hill in the building industry and the poor quality is a bit of a legacy of the boom times and the cowboys in it. Brickies are lie :"the platersa will fix it". Plastereres are like "the painters will fix it" and on it goes.
__________________
Rotor of Fail
Ducati 998s
Ducati Streetfighter S
496 CI Injected Big Block. Carbon positive???
Reply With Quote
Reply

Tags
australian, bricklaying, standards


Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Trackbacks are On
Pingbacks are On
Refbacks are On




Welcome to Perth-WRX, click here to register!

All times are GMT +8. The time now is 03:47 AM.


Powered by vBulletin® Version 3.8.9
Copyright ©2000 - 2024, vBulletin Solutions, Inc.
Content Relevant URLs by vBSEO