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Strange looking Stem Wall Change

tampascl

Well-known member
Joined
Sep 1, 2007
Messages
83
Not a garage question, but I've got a stem wall going up on my new house. The tallest portion of the stem wall was initially built to about 6 or 7 feet, but that was a mistake, so more blocks had to be brought in to add another three courses (2 feet) of height. when the masons came today, I expected them to simply add more block, but instead they cut out sections of the wall so they could insert what seems to be columns every 5 feet or so. I've never seen this before. Anyone else? They added these not only on the back wall of the house, which will end up being around 9' tall, but they did the same thing on the side walls, even where it will be around 4 or 5 feet tall.
IMG_1365.jpeg
 
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WNYflyer

Well-known member
Joined
Sep 13, 2009
Messages
2,117
Location
Lockport, NY
I call them "Pilasters". In commercial construction they are often supporting a beam/truss/ etc. Pilasters are also used to force the masonry block to span horizontally between pilasters rather than vertically between horizontal supports such as roof and floor diaphragms. In this case it looks like perhaps someone decided the masonry wall was not capable of spanning vertically for whatever reason so they reinforced the wall with pilaster's spaced appropriately to force the wall to also span horizontally, if that is the case I would be interested in seeing how they are tying off the top of the pilasters since lateral load would now be concentrated at those locations assuming it is not some type of retaining wall design. Without all the plans tough to tell reasons why they were added though. But as always ask the contractor.
 

NUTTSGT

Super Moderator
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Joined
Sep 14, 2009
Messages
50,864
Location
Northern Central Ohio
I call them "Pilasters". In commercial construction they are often supporting a beam/truss/ etc. Pilasters are also used to force the masonry block to span horizontally between pilasters rather than vertically between horizontal supports such as roof and floor diaphragms. In this case it looks like perhaps someone decided the masonry wall was not capable of spanning vertically for whatever reason so they reinforced the wall with pilaster's spaced appropriately to force the wall to also span horizontally, if that is the case I would be interested in seeing how they are tying off the top of the pilasters since lateral load would now be concentrated at those locations assuming it is not some type of retaining wall design. Without all the plans tough to tell reasons why they were added though. But as always ask the contractor.
Well, I think I'm following you or what you're saying. I was going to suggest that the cut block laying on top are going to be bond beam. But looking at them again, one side is cut, not the center like a bond beam. Further looking at the picture, I spy another row of block right side of the picture.

So this makes me wonder if this is a front porch area with a poured concrete floor. OP, what part of the house is this ? More pictures ?
 
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