PDA

View Full Version : Hi from a 'newbie' seeking your stumping opinions ...



g_coopster
18th Jun 2009, 03:21 PM
Hi All !!

Have a stumping question that I hope someone can please help me with??

After reading about in here for a few months, I know I have come to the right place!

As part of our 50's timber home's floorplan, we have an extention at the rear of the house that basically consists of an area 5.8m x 3.6m in size. This area is supported by approx 18 equi-spaced stumps. As these stumps are timber and the house is showing signs of lean towards the corners, we are looking at having this rear area re-stumped.

This rear 5.8m x 3.6m extention is currently used as a second living room / rumpus for our kids. As part of a larger renovation proposal, we have considered dividing this rear extention into 2 rooms: a bedroom and bathroom.

My question relates to the job of re-stumping and any affect that sub dividing might have. Particularly with the addition of a bathroom. If we were to have this area re-stumped, would anyone see any need to re-address the current stump locations?? Would it be wise to re-stump to suit the new internal wall locations, bath fixings etc etc?? Or would the basic equi-spaced stump locations be suitable??

Sorry if this post is a little long winded & nieve. I really dont want to blindly have this rear area re-stumped if it would not suit any future works.

Looking forward to your opinions .....

Cheers

g_coopster

SilentButDeadly
18th Jun 2009, 05:57 PM
If we were to have this area re-stumped, would anyone see any need to re-address the current stump locations?? No but...

Would it be wise to re-stump to suit the new internal wall locations, bath fixings etc etc?? ...but if the new walls are in any way load bearing (carrying the roof) it should be 'considered'

Or would the basic equi-spaced stump locations be suitable?? ...in summary, probably. But you'd be best getting a professional opinion from a building engineer.

g_coopster
19th Jun 2009, 09:24 AM
Thanks SBD! Really appreciate the feedback.

I don't believe that any of the new walls will be load bearing as they will be tranverse to the gabled roof and remain within the perimeter of the existing walls.

Ultimately, we will have it reviewed by a building engineer. Just trying to get my head around things before we get serious.