my company just bought a tee master, which is a machine that welds plate to plate( t-joint).  We are doing the work for  a shipyard that uses old mil standards and aws d1.1. all this machine is designed to do is weld up t joints and light girders. my question is where do i start with the doing a pqr and making a wps? this is a sub arc machine but will only make fillet welds for the time being. an operator has to tack the ends of the plates before the machine can start welding. thanks in advance for the help.