The foundation shall be cast at level $-2-Fm,$ while the top level of the ground slab is $+0\mathrm{.}5m.$

All columns are connected with ground beams under the ground slab. The ground beams have

a width of $300mm$ by a height of $400mm,$ on the other hand, All the columns are connected on

the typical floors by concrete beams with a width of $250mm$ and a height of $600mm.$

The thickness of the ground slab is $150mm,$ whereas, the slab thickness of other floors is ranged

between $200mm$ to $350mm$ and should satisfy the following equation:

Slab Thickness $(t_s),mm\frac{\text{M}\text{a}\text{x}\text{s}\text{p}\text{a}\text{n}\text{b}\text{e}\text{t}\text{w}\text{e}\text{e}\text{n}\text{a}\text{x}\text{e}\text{s}(mm)}{25}$

You are required to generate and deliver the structural drawings package with a proper scale, which

should include the following:

$1-$ Axes of columns plan,

$2-$ Foundation Plan,

$3-$ Ground floor Structural Plan,

$4-$ Typical floor Structural plan, and

$5-$ One section through the whole structure between axes $B$ and without stairs$].$