Thread: Lintel Sizes

You can find span tables for lintels under 'Wall Framing' here:
http://www.fordtimbers.com.au/dpr_span_tables.htm
They only go up to a 2400 opening though.

For bigger openings, there are tables for LVL Hyspan here:
http://www.chhfuturebuild.com/WSMApa...-46673,00.html

Originally Posted by karthioli

Also, 1 final question - does it matter if the lintels are placed directly under the top plate (supported by noggins) or above the window opening (noggins to top plate)?

It doesn't matter.

thanks for the info

Also the truss company would be able to help you with that info.

http://www.hyne.com.au/pagefiles/dihv5program.htm

is my favourite - gives you both lgl and MGP12 sizings if you want. go lgl though - lighter and straighter (and cheaper) than normal timber.

I priced some Hyne beams about five years ago that were specified as floor joists by an engineer. They were a lot dearer than LVLs, so I convinced him to change the spec.
I don't know what their pricing is like today though.

Originally Posted by toecutter

Also the truss company would be able to help you with that info.

i wish. they have been totally and utterly useless.

speaking of trusses, The extension were the truss company (or should i say pre-fab) created new internal walls there is a 20mm allowance for the deflection of the trusses.
now the truss company tells me that the defelection wont be more than 20 mm. They installed these trusses on the existing top plate (did not put a second one down) and as a result the trusses are basically sitting 2-5mm from bottom cord of trusses to the top plate of the 'existing internal' walls. Now if the trusses are to deflect 20mm then i have an issue as they will sit on the 'existing internal' walls.

Now the truss company has said that the best thing 'for me' to do is to cut the studs of the existing walls down 20mm (to match the height of the new internal walls they provided). Is this valid?
Also, the current top plate on these existing internal walls in 50mm. If i replace the 50mm with a 35mm top plate is that ok (i.e. standards etc etc)?
It just seems an easier solution then shortening all the studs by 20mm.

Now my frustrations are that i've spoken to a few people. Tradies and engineers and they've all said that a second top plate should of been put on before the trusses!!!!

Sorry a bit off this topic track but just had to let this out!

Cant you just get a recipricating saw and cut out the existing top plate sections under the truss and block underneath the cut of section of top plate. I would imagine you would have much of a frame left after shortening all the studs.

Originally Posted by thebuildingsurv

Cant you just get a recipricating saw and cut out the existing top plate sections under the truss and block underneath the cut of section of top plate. I would imagine you would have much of a frame left after shortening all the studs.

so you are saying to basically put noggins between the studs underneath the top plate that will be removed?

Originally Posted by thebuildingsurv

Cant you just get a recipricating saw and cut out the existing top plate sections under the truss and block underneath the cut of section of top plate. I would imagine you would have much of a frame left after shortening all the studs.

Yes, as long as it isnt a bracing/loadbearing wall.

Are you haveing a inspection of this new work karthioli?

house used to be a rafted roof. had a look under these walls and concrete stumps are about 1m apart (on average).

trusses were designed to clear span i was told.

and yes inspection to come but engineer booked in.

Originally Posted by karthioli

house used to be a rafted roof. had a look under these walls and concrete stumps are about 1m apart (on average).

trusses were designed to clear span i was told.

and yes inspection to come but engineer booked in.

Your internal walls can be made out of paper as long as it isnt a bracing/loadbearing wall.

Leave the top plate there and just cut out where the truss would hit it in full deflection. Block first so the frame doesnt fall apart. I wouldn't really matter if it was a bracing wall if it is done this way.

but what if the internal wall is running underneath the span of the truss?
and What if the truss deflects 20mm and eventually sits on this wall.

so is there a minimum size for the internal wall top plate?

appreciate the suggestions btw.

if it sits directly paralell under the truss then the only way i can see to do is shorten the studs like truss company said. One way to do this is fix a peice of timber along the side at the top of the existing studs (to keep them together) and cut away, then install the new top plate. Top plate should be 35mm min. Or it may be quicker to build a new wall.