Calculate slab dead load intensity in kPa $($kilo Pascal $=k\frac{N}{m^2})$ in a main floor condo

building, given the following parameters:

Allow for $0\mathrm{.}3$ kPa for M&E $($i$.$e$.$ Parkade mechanical and electrical like for example

ducts, light fixtures etc..$).$

Minimum allowance for partition walls as per NBC$2023($Alberta Edition$)$

$175$ mm concrete slab

$0\mathrm{.}2$ kPa for tiling allowance $($including tiles, adhesive, and grout$)$