Gable Roof Load Bearing Walls

Other structural elements also contribute to either supporting these load bearing elements or directly transferring the load to the load bearing walls beneath.

Gable roof load bearing walls.

406mm o c or support more than a roof and ceiling or exceed 8 feet 2438 mm in height for exterior walls and load bearing walls or 10 feet 3048 mm for interior non load bearing walls. System for transferring load between wall and gable end frame bottom chord. These areas include the high pressure eave and corner zones porch and roof overhangs gable ends and where roof framing joins bearing walls or beams. Load bearing walls are those walls in a structure that support the weight of the structure above.

These walls directly support roof trusses or rafters. Studs shall be continuous from a support at the sole plate to a support at the top plate to resist loads perpendicular to the wall. Most exterior walls bear some load of a house while interior load bearing walls can typically be parallel to the roof ridge of the home and tend to run perpendicular to the floor joists. Structural walls on two story homes with gable roofs are commonly the center wall running parallel with the length of the house and the front and rear walls on the exterior.

A gable roof is a roof that slopes downward from a central ridge to a building s exterior walls on two. If the home is slab on grade go into the attic and pull back the insulation to identify if the wall. Bearing walls that are carrying a roof load must transfer that load to a footing. The connection of the sheathing to the supporting members in these areas is most critical and often may be detailed with a higher density of connectors than other roof areas.

In some cases the expected loads will be too high for the gable end frame end wall studs or ceiling diaphragm. Struts and props are smaller individual structural members that help to transfer load from the roof directly into load bearing walls. If so the building designer might design a balloon framed end wall which eliminates the need for a gable end truss. Attachment of the gable end wall to the foundation to resist uplift shear and lateral wind loads.