Design a forming system for the elevated slab as shown in the following sketches. The concrete will be normal weight $(150$pcf$)$ and will be placed using buggies. The following materials are available. The estimated weight of the form system is $15$ psf$.$ Clear space between floors is $11$ ft$($this is height from top of slab of lower floor to bottom of slab of upper floor$).$ Draw a sketch of the final design.Use: $2$X$8$ Douglas Fir$-$Larch $($North$)$ #$1$&Btr for joists $4$X$8$ Douglas Fir$-$ Larch $($North$)$ #$1$&Btr for stringers $$ in B$-$B plyform Class I For shoring solve in two ways:o WACO Standard post shoreso $4$x$4$ Douglas Fir$-$ Larch $($North$)$ #$1$&Btr members Head plate for shores: $6$x$6.$ Use same for steel and wood shoring Base plate for shores: $8$x$8.$ Leave $4$ space between centerline of stringers and shores and edge of slab to accommodate for head plates. Head plates and base plates are $1$ thick.