I understand the ground ring and terminating to the panel. The job I'm on right now requires 5 ground rods, the rebar mesh, at 5 columns, all bonded to the ground ring at each point with cadwelds. So if I'm right, I need a weld to the mesh, a weld to the steel column, a weld to the ground rod, and a weld to the ring. All connected together. That's 6 welds at each rod/ column location? Does that sound right?