Wood frame building structure with tie-down connectors

Abstract

Wood framed walls of buildings are strengthened against destructive wind and seismic forces by spaced lengths of vertical wire rope having enlarged bulbous portions swagged on each end. A metal sleeve and a metal plate are slipped onto such lengths prior to swagging. Other lengths of wire rope only having bulbous portions are connected to attachments after forming a cross brace, and at least one cross brace is located in each major wall of a one-story building. The cross brace can be attached to a foundation structure of the building below a floor plate and/or to a stud and floor plate. The foundation structure may be concrete or other floor joist or the like. The wire ropes, may be located on a first story with another cross brace on another story thereabove with metal rods therebetween or the wire ropes forming two generally vertical cross braces may be formed from a pair of wire ropes with two metal sleeves between the stories through which the wire ropes extend. Several special connectors and embodiments are included.