Asking for a friend. 
I want to open up an interior load bearing wall and use a header beam as support.
The header will support floor load plus about 3' of a non load bearing wall above. So about 11' is supporting an open floor (bedroom) and 3' supporting that plus a divider wall.
Total bearing span is 14'8" and the length of the header beam is 14'2".
The span of the floor above is 16' and the floor joists are 16" on center 2x12.
Concrete slab foundation.
I've calculated the total load at just shy of 9,000lbs which means 600lbs plf.
That should put the beam size at 11 7/8 x3.5 with 3" bearing length with 24F-1.7E laminated lumber and have about 50lbs plf to spare.
Anybody wanna check my math?

I want to open up an interior load bearing wall and use a header beam as support.
The header will support floor load plus about 3' of a non load bearing wall above. So about 11' is supporting an open floor (bedroom) and 3' supporting that plus a divider wall.
Total bearing span is 14'8" and the length of the header beam is 14'2".
The span of the floor above is 16' and the floor joists are 16" on center 2x12.
Concrete slab foundation.
I've calculated the total load at just shy of 9,000lbs which means 600lbs plf.
That should put the beam size at 11 7/8 x3.5 with 3" bearing length with 24F-1.7E laminated lumber and have about 50lbs plf to spare.
Anybody wanna check my math?