New house construction has developed a problem on the exterior walls.
The OSB panels are bending / bowing on the horizontal and vertical axis caused by putting the panels too close together according to the GP representative (supposed to be 1/8 inch between each sheet on the vertical to allow for expansion). This is further supported by each panel having the 1/8 inch requirement written on them. In the house the OSB panels are touching each other which does not allow for the necessary expansion. The problem is that the 2x4's have not been sufficiently strong enough to prevent the panels from moving which then moves the 2x4's which prevents having a "flat" wall for the sheet rock. The brick wall on two sides is suppose to hide the problem on the out side.
The proposed solution is to vertically cut each panel with this problem which requires removing the 2x4 over it, cutting the panel and replacing
2x4 with a new 2x4. This is suppose to relieve the expansion problem and/or allow for a "flat" wall to install the sheet rock.There is no plan to correct the problem on the portion of the two exterior walls that already has stucco applied since that probably would cause the stucco to crack now (my opinion).
I have a few questions caused by this problem:
1) Does this proposed solution compromise the structural integrity of the house especially on the long brick wall ( bricks are attached to this wall which is stabilizing the bricks and the inside sheet rock )? I think of this as taking 4x8 panels and making them into 2x8 panels that still have to provide the necessary strength in two horizontal directions. I think the horizontal strength is reduced by more than half when a panel of OSB is cut into two pieces.2) As the panels continue to move under the stucco does that mean that it will crack and peal his summer on the outside and the sheet rock walls also move/crack (the summer heat will cause much more expansion and bigger movement in both directions)?
Any suggestions or comments would be appreciated.
u4ick