It can take various forms and often used for aesthetic purposes adding height and focal interest to the ceiling.
Non load bearing roof truss.
An example of a non load bearing partition wall can be seen on the left.
One way to ensure non loadbearing is to set the non loadbearing walls at a lower level than the loadbearing walls.
Actually a quick way to determine if the wall is bearing is to cut hole at the top to see if it has one or two top plates.
A pitch truss with a sloping or non sloping vertical interior ceiling detail.
Non loadbearing walls as designated shall not carry any truss loading and shall not be packed to touch the underside of trusses see figure below.
For example a gable end truss may be designed with support members that transmit the roof weight load outward to the side walls allowing the end wall directly below it to have breaks or openings in it that would otherwise be impossible.
The roof trusses are too long to span the whole house so the load bearing wall runs down the center of the house to support the trusses at the perpendicular intersection in the middle.
Engineered roof truss systems may be designed to eliminate the need for load bearing walls or change where the bearing walls are located.
Most simple construction truss roof home s roof and trusses are supported by the exterior walls perpendicular to the trusses.
They do this by means of top chords which are sloping members that extend from the peak of the roof to the top of the exterior walls at the eaves.
One top plate and a space between the bottom chord of the truss and the top of the wall non load bearing.
Roof trusses support a roof s weight by transferring the weight load downward and outward to the building s bearing walls.
This type of truss is perfect for the dining room living room great room and kitchen.
I always use details to show separation and clips between non load bearing walls and trusses.
If there are two plates refer to an engineer.
When joists trusses are perpendicular to the wall and bear on the top of the wall that wall is bearing wall.
If the wall in question is parallel to the joists trusses it will likely not be load bearing.
Chances are this is a non bearing wall.
