Home Repair (alt.home.repair) For all homeowners and DIYers with many experienced tradesmen. Solve your toughest home fix-it problems.

Reply
 
LinkBack Thread Tools Search this Thread Display Modes
  #1   Report Post  
Wayne Whitney
 
Posts: n/a
Default Questions on windows in cripple wall

Hello,

When I had my foundation replaced, I had part of the crawl space
excavated into a basement. So I'd like to add some windows to the
3.5' - 4' high cripple walls; the house is one story wood frame
construction with a hipped roof. A few questions about maximizing the
window area:

1) Is there any reason not to set the window sill right on top of the
mudsill? I'm aware of the need for any wood to be 6" above grade,
of the need to clear any anchor bolts, and the need to level the
sill, but are there any other reasons?

2) Where the floor joists are parallel to the cripple wall, can the
window go all the way up to the top plate of the cripple wall? It
seems that when the floor joists are perpendicular to the wall, a
header below the top plate is required to spread the floor joist
load. But otherwise, if the rim joist is larger than the required
header for the opening, can I rely on the rim joist to spread the
load from the wall above?

I will be getting permits and inspections, but as always I like to
think things through before submitting plans.

Thanks,
Wayne
  #2   Report Post  
Goedjn
 
Posts: n/a
Default Questions on windows in cripple wall


1) Is there any reason not to set the window sill right on top of the
mudsill? I'm aware of the need for any wood to be 6" above grade,
of the need to clear any anchor bolts, and the need to level the
sill, but are there any other reasons?


Not that *I* know of, anyway. You want to keep water
and bugs away.


2) Where the floor joists are parallel to the cripple wall, can the
window go all the way up to the top plate of the cripple wall? It
seems that when the floor joists are perpendicular to the wall, a
header below the top plate is required to spread the floor joist
load. But otherwise, if the rim joist is larger than the required
header for the opening, can I rely on the rim joist to spread the
load from the wall above?



Yes, you should be able to go all the way up, but no, you shouldn't
depend on the rim-joist by itself. You can double or triple it,
depending on how big a span you're talking about, so that you've got
a good hefty beam across the top. This doesn't sacrifice headroom,
though it may interfere with wireing and/or piping against the
rim-board.


  #3   Report Post  
Wayne Whitney
 
Posts: n/a
Default Questions on windows in cripple wall

On 2005-11-14, Goedjn wrote:

2) Where the floor joists are parallel to the cripple wall, can the
window go all the way up to the top plate of the cripple wall?


Yes, you should be able to go all the way up, but no, you shouldn't
depend on the rim-joist by itself.


For argument's sake, if the window is directly below a 1st story
window with an adequate header, could one depend on the rim joist?
Seems like there would be no loads from the floor system, and loads
from above would already be spread.

Also, can a window in a cripple wall span a step in the foundation?
Or is that forbidden for some reason?

Thanks, Wayne



  #4   Report Post  
Goedjn
 
Posts: n/a
Default Questions on windows in cripple wall

On Mon, 14 Nov 2005 22:02:10 -0600, Wayne Whitney
wrote:

On 2005-11-14, Goedjn wrote:

2) Where the floor joists are parallel to the cripple wall, can the
window go all the way up to the top plate of the cripple wall?


Yes, you should be able to go all the way up, but no, you shouldn't
depend on the rim-joist by itself.


For argument's sake, if the window is directly below a 1st story
window with an adequate header, could one depend on the rim joist?
Seems like there would be no loads from the floor system, and loads
from above would already be spread.


You probably COULD, but I wouldn't, since the header isn't
a significant fraction of the total cost. I don't know
what code requires, or what the local inspector (if any)
is going to allow.

An architect or engineer can do that sort of situational
modification, but a DIYer ought to stick to the canned
formula.


Reply
Thread Tools Search this Thread
Search this Thread:

Advanced Search
Display Modes

Posting Rules

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


Similar Threads
Thread Thread Starter Forum Replies Last Post
Rain seeping inside through concrete block wall above grade (Warning: LONG explanation) Vinnie Murdico Home Repair 9 September 8th 04 02:43 AM
Fixing a wall plate on a dense concrete block wall Jas Virdee UK diy 5 July 28th 04 09:00 AM
Need advice on drafty wood windows Don Gross Home Repair 15 December 3rd 03 01:44 AM
[OT] Car insurance craziness The Q UK diy 173 August 2nd 03 10:58 PM
Retaining Wall in front of another Retaining Wall MCL Home Repair 0 July 11th 03 03:48 PM


All times are GMT +1. The time now is 04:47 AM.

Powered by vBulletin® Copyright ©2000 - 2024, Jelsoft Enterprises Ltd.
Copyright ©2004-2024 DIYbanter.
The comments are property of their posters.
 

About Us

"It's about DIY & home improvement"