JLSE
Structural
- Oct 2, 2018
- 62
Hello again,
I am new to in-slab radiant heating... and have been researching it for a couple hours. Typically, I let the architect worry about it... but this architect is not doing his job....
I have some concerns which Id like to run by you all....
First, do these systems generally use water? What other substances are commonly used in California?
I am concerned about water leaking, and rusting....
I am considering using a topping slab for the heating coils, as a way to prevent rusting of structural slab steel ( slab on grade).
I am also considering putting the slab over sand over insulation over vapor barrier... as a way to get any water leakage away from the steel.
I see most details show the coils atop the steel... Im thinking it might be better to run them below the steel... to help with cracking on the top, and allow more cracking below.. letting the water out... as well as to protect the water lines from cutting wpj's, or anything in the future.
Second, what considerations have you made for the slab thickness.... for a slab on grade?
I am hoping someone can help me by pointing to a good (free) structural articles on this subject, or good (free) details.....
I am new to in-slab radiant heating... and have been researching it for a couple hours. Typically, I let the architect worry about it... but this architect is not doing his job....
I have some concerns which Id like to run by you all....
First, do these systems generally use water? What other substances are commonly used in California?
I am concerned about water leaking, and rusting....
I am considering using a topping slab for the heating coils, as a way to prevent rusting of structural slab steel ( slab on grade).
I am also considering putting the slab over sand over insulation over vapor barrier... as a way to get any water leakage away from the steel.
I see most details show the coils atop the steel... Im thinking it might be better to run them below the steel... to help with cracking on the top, and allow more cracking below.. letting the water out... as well as to protect the water lines from cutting wpj's, or anything in the future.
Second, what considerations have you made for the slab thickness.... for a slab on grade?
I am hoping someone can help me by pointing to a good (free) structural articles on this subject, or good (free) details.....