Abstract: A bearing connection in a building structure for distributing downward gravity bearing loads through fasteners driven through sheet metal connectors and into a load carrying wood structural member such as a floor joist, a roof rafter or a wood truss member, through a pair of sheet metal connectors and into a wood plate member via fasteners driven through the connectors and into the plate member. Seismic, hurricane or other upward forces are also resisted by the same connectors and fasteners. Relative movement between the load carrying structural member and the plate member is also resisted in a generally horizontal direction transverse as well as parallel to the plate member.

Abstract: A light wood truss connection in which a hip truss and a jack truss are joined to a wood supporting girder by means of a sheet metal connector which includes first second and third side wall members and first and second back wall members. A single seat supports the hip truss while the jack truss is supported by fasteners only inserted through the third side wall member. Support for the jack truss is also by fasteners in double shear.