$(30\%)$ Problem $1($Textbook example modified$)$:

An $11-$foot$-$tall Douglas$-$Fir$-$Larch No$\mathrm{.}1,$ S$4$S solid wood column is used to support a roof load $($dead load plus snow$)$ as shown. A partial$-$height wall braces the $6"$ direction, and knee braces from the beam support the eight$-$inch face. Determine the capacity of the column. Actual dimension for $68=5\mathrm{.}57\mathrm{.}5,$ Area $=41\mathrm{.}25in2,E=1700$ksi and $Fc=1500($Customer request please answer this correctly with correct drawings if any$)$