Yeah...we saw those as well. The problem is the building is from the early 1950's and the DLJ load tables note early 1970's...so the timeline doesn't fit. Maybe we can take the allowable loads from those tables which are based on A36 steel and scale them down to A7 steel which is what the spec of the L series load tables are based upon? Essentially using (20 ksi/22 ksi) x Allowable Load?