Draw the structural system $($beams$,$ columns, and curtain walls$)$ of the givenplan using the following regulations

Earthquake resistant structural system organization is essential

Four floors are Reinforced Concrete $($RC$),$ fifth floor is Steel $/$ Timber Reinforced Concrete structure is a two$-$way sytem $($TASK $1)$

TASK $1$a : RC framed$+$shear wall structure formwork

a$)$ In ground floor, the names, spacings of columns, beams and shear walls as well as the axes will be defined $($scale: $\frac{1}{400}).$ Column and beam sizes will be approximate in this stage.

Do not forget to make hatch patterns of columns and shear walls.

b$)$ Twin structural members should be seen clearly in seismic joints.

c$)$ For each plan separated by seismic joint, the position and $m2$ of shear walls in the short direction will be chosen in accordance with the Chile criteria $($See next page$).$ For shear walls in the longitudinal direction, if the ratio of total length in longitudinal direction to one in short direction is $1\mathrm{.}5,$ the shear walls $(m_2)$ will be $0\mathrm{.}7$ times of the short direction, $0\mathrm{.}5$ for $3,0\mathrm{.}3$ for $4$ will be taken. Shear wall areas should be compared with $2018$ Turkish Regulation as well.

Rules on the organization of shear walls in two perpendicular directions:

$2018$ Regulations :

$A_2=$ In any $i^m$ storey, total cross$-$sectional area of shear walls in the parallel direction which resists to earthquake

$A_p=$ Total planar area of building

$\frac{A_{p,i}}{A_p}0\mathrm{.}002$

Chile Regulations :

$A_2=$ in any $i{m}^m$ storey, total cross$-$sectional area of shear walls in the parallel direction which resists to earthquake

$A_p=$ Planar area of $i^m$ storey

$\frac{A_{gi}}{A_{}}0\mathrm{.}002**N(2-7$ stories$)$

$\frac{A_{gj}}{A_{}}0\mathrm{.}003**N,(8-20$ stories$)$