radiocontrolhead
Structural
- Mar 4, 2017
- 95
I'm working with an existing condition where they constructed a wood framed wall over a cmu low wall.
Not a fan of the condition but the project is a 2nd story addition over an existing car port. The (E) roof framing will be removed but they would like to maintain as much of the existing perimeter (3 sided) wall structure as possible. These walls are also along three property lines.
I am leaning toward a design that does not rely on the existing wall for any substantial gravity support (nothing more than the original loads imposed prior to the new work).
However I would like to sheath the wall with plywood for new shear resistance. provided furring strips are provided at the cmu portion of the wall is there any issue with this as all the force is in plane and not out of plane? I can't seem to shake off the idea that if i'm introducing new elements to an existing element it becomes mine. If you are also in agreement with my thoughts what could be done to support the wall? What comes to mind are "vertical girts" at said spacing which effectively decouples the cmu wall entirely and is used primarily as a property wall but serves no structural value.
Sorry for the long post, thank you for your time!
Not a fan of the condition but the project is a 2nd story addition over an existing car port. The (E) roof framing will be removed but they would like to maintain as much of the existing perimeter (3 sided) wall structure as possible. These walls are also along three property lines.
I am leaning toward a design that does not rely on the existing wall for any substantial gravity support (nothing more than the original loads imposed prior to the new work).
However I would like to sheath the wall with plywood for new shear resistance. provided furring strips are provided at the cmu portion of the wall is there any issue with this as all the force is in plane and not out of plane? I can't seem to shake off the idea that if i'm introducing new elements to an existing element it becomes mine. If you are also in agreement with my thoughts what could be done to support the wall? What comes to mind are "vertical girts" at said spacing which effectively decouples the cmu wall entirely and is used primarily as a property wall but serves no structural value.
Sorry for the long post, thank you for your time!