Design the formwork for a wall $8-$ ft $.$ high to be poured at the rate of $\backslash (5\backslash$mathrm$\{$ft$\}/\backslash$mathrm$\{$hr$\}\backslash )$ at a temperature of $77$ degrees Fahrenheit. The concrete mixture will use Type I cement without retarders and is estimated to weigh $150$ lb$/$cubic ft$.$ All lumber is Southern Pine. Sheathing will be $\backslash (3/4\backslash$mathrm$\{$in$\}\backslash ).$ Class $1$ Plyform with face grains across supports. All lumber is Southern Pine. Use nominal $\backslash (2\backslash$times $4\backslash )$ in$.$ studs, double $\backslash (2\backslash$times $4\backslash )$ in$.$ wales, and $\backslash (3,000\backslash$mathrm$\{$lb$\}\backslash ).$ snap ties with $1\mathrm{.}5$ inch wedges. Lateral wood bracing of $\backslash (2\backslash$times $4\backslash$mathrm$\{$in$\}\backslash ).$ will be attached at a height of $5$ ft $.$ above the form bottom and anchored $4$ ft $.$ away from the base of the form. Use the allowable stresses of Table $13-8$ adjusted for a $7-$day load and wet conditions. Limit deflection to $\backslash (1/360\backslash )$ of the span length. Design wind load is $\backslash (25\backslash$mathrm$\{$lb$\}/\backslash$mathrm$\{$sq$\}\backslash ).$ ft$.$

Table $13-8.$ Typical values of allowable stress for lumber