Originally Posted By: srowe This post was automatically imported from our archived forum.
I have not seen this yet but appears incorrect and I cannot find anything on net. Metal lintel forms have been installed and blocked before concrete was poured, as you can see, the masons placed a 2x10 to hold it up.
My question is, were they supposed to pour the lintel before blocking above it?![](upload://5oWLq9t4hyQXaTSVF5yBX2ZKyT2.jpeg)
Originally Posted By: jpope This post was automatically imported from our archived forum.
You would need to look at the specs to see exactly what that is. Typically, they will have “Nelson Studs” (or possibly rebar) welded in place. These are what hold the lintel to the concrete.
The final lift will generally be poured (grouted) with the lintel beam in place.
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Originally Posted By: kmcmahon This post was automatically imported from our archived forum.
I don’t think he was referring to the top course lintel beam. I think he is referring to the door opening lintel that supports the block above. Am I correct about this?
Originally Posted By: rjames This post was automatically imported from our archived forum.
from the pic the bearing appears to be inconsistant, I would check the specs it should be spelled out there, or even the prints, S-1 in the general notes also look at the stacked bond in the center section that is not right.
Did I understad you that these lintles were cast on site and were not Pre cast? that stuck me as odd.
Originally Posted By: srowe This post was automatically imported from our archived forum.
Sorry I did not clarify…
I am speaking of the garage doors (& windows).
These are NOT pre-cast garage door lintels, these are forms and the #5 rebar is in place but there is no mortar in place. SO the hollow steel forms are currently supporting the weight of the cmu's above them.
(Yes, the garage doors are two different heights, there was some communication error with the builder)
I just strikes me as being incorrect with the possibility of these steel forms buckling or collapsing from the additional weight when they get ready to fill. The forms seemed pretty strong on the ground...I just am not sure HOW STRONG.
Originally Posted By: srowe This post was automatically imported from our archived forum.
OK… now… nayone have any recommendations on what to do with this?
If this was your home would you make them take off the top cmu's and do it right or make sure that it was all properly supported when they pour(4x4, or 4x6's) until the lintels are cured?