Dallas: Model Progress

4" tube



8" tube

SSS Structural Assessment

From Scott Snelling, our engineer on this.

In summary, the requested load is about 3x heavier than what Scott thinks can be handled by the existing beams. Even without the added 50psf added by the insulation rooms, the dead and live load capacities required by code exceed the capacity of the structure. Im having lunch with Scott and then a call with Singing Serpent tonight and will post comments here.