Consider the floor plan for an office building. The one$-$way floor slab is constructed of $4-$in thick reinforced concrete $(150l\frac{b}{f}{t}^3)$ and supports a uniformly distributed live load of $60l\frac{b}{f}{t}^2.$ Assume the roof live load is also $60l\frac{b}{f}{t}^2.$ Determine the loading transferred to:

A$)$ Beam B$1,$

B$)$ Girder $G1,$

C$)$ Girder G$2,$

D$)$ Column C$1,$

E$)$ Column C$2,$ and

F$)$ the foundation supporting interior column C$2.$

Note: Use service$/$unfactored loads, and neglect the self$-$weight of the beams, girders, and columns.