I'm working on a house that has a suspended garage floor. This requires a 12" foundation wall with a 4" notch for the pre-cast panels to bear on and an 8" curb/stem extending higher for the framed wall and brick to bear on. How would you model this, and what are the pros and cons? Thanks.
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Owen Drafting Technologies
Kyle Owen - Owner -
Could you post a sketch? There are a couple things that come to mind but I'm not well versed in the methods you are using since 99% of what we do is a turndown slab. -
A sketch would help to provide answers just saying...Julien
"Au royaume des aveugles, les borgnes sont mal vus!"
P. DAC
Follow me on Twitter @Jbenoit44 - Blog: http://aecuandme.wordpress.com/Comment
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6 sec late ahah!Julien
"Au royaume des aveugles, les borgnes sont mal vus!"
P. DAC
Follow me on Twitter @Jbenoit44 - Blog: http://aecuandme.wordpress.com/Comment
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The notch could be a fanily or an inplace void. The curb is just a slab edgeComment
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Detail attached:Attached FilesOwen Drafting Technologies
Kyle Owen - OwnerComment
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I would use a recess in the wall family for the ledge. The structural panel as a floor and the concrete topping as a floor. For the turn-up on the topping use a slab-edge. I attached a quick mockup, started from the Architectural template with profiles that I already had for other uses and adjusted to fit (that's my disclaimer for the shoddy modeling :hide
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I like it.Originally posted by cellophane View PostI would use a recess in the wall family for the ledge. The structural panel as a floor and the concrete topping as a floor. For the turn-up on the topping use a slab-edge. I attached a quick mockup, started from the Architectural template with profiles that I already had for other uses and adjusted to fit (that's my disclaimer for the shoddy modeling :hideOwen Drafting Technologies
Kyle Owen - OwnerComment
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We have an exterior wall that has a brick veneer layer that is unlocked so that it can be extended down below the floor slab 8". We are then using...October 20, 2011, 06:26 PM
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