Problem $1,$ Part A: Develop a dead and live load unit take$-$off listing for the wood $2$x$12$

joists based on the roof construction based on the plan and section below.

Problem $1,$ Part B: Using load tracing, draw FBDs of a typical joist, beam and column

including their self$-$weight along the way. The column height is $10-$ft$.$

Typical Roof Plan

Typical Roof Section

Assume MEP$/$Misc

allowance $=2$ psf

Net Lumber Sizes:

$2$x$12(1(1)/(2)$ x $11)$

$4$x$4(3(1)/(2)$ x $3(1)/(2))$

$4$x$12(3(1)/(2)$ x $11)$

$(2$ thick$)$