I have to go by span tables because I have to guarantee my workmanship, but i agree with cbde and over engineering, there is little in it really. The span isnt the total span of the building, the span relates to the unsupported distance between the walls. The 5x2 in the span tables falls "slightly" short if you use C24, but its millimetres. If I had a height issue and wasn't building to regs I think I would use 5x2, but do put a row of noggins down the middle to avoid joist twist.
If it shows heavily just pop up with a broom.