For a steel framed commercial office building using a composite slab, a 5-1/2" thick slab on corrugated metal deck (50 psf LL) would normally span about 10'. 13' is a bit of a push from a deflection standpoint. Depending on the length and depth of the supporting beams, it could be a bit bouncy. Depending on the weight of the concrete and a few other details, it MAY require additional fireproofing, at least in an office building. I do not know how the residential codes looks at metal deck and concrete slabs and what fire rating they may require.
Bruce