Problem Statement: You are a structural engineer working in Beaumont, TX and tasked with designing the main wind frame resisting system $($MWFRS$)$ of a church building located in an urban area. The church will have a capacity of $200$ people. You are to design the MWFRS with glue laminated wood that satisfies the manufacturing requirements given in AITC $190\mathrm{.}1$ using the design procedure provided in ASTM D$3737.$ You may use either LRFD or ASD.

The MWFRS will be an interior system which will allow the moisture content in the wood to remain below $16\%$ and will be treated prior to assembly. You are to treat the frame system as beam element with respect to the NDS design specifications. Figure $1$ shows a three$-$dimensional drawing of the structure. The frame is fixed to the floor on both ends. As shown in Figure $1,$ the MWFRS frame spacing is $15ft.$ center to center and $2$x$6\text{'}$s are connected to the MWFRS every $16$ in$.$ on the ceiling. The ceiling will be constructed with $\frac{1}{2}$ in$.$ drywall, $\frac{1}{2}$ in polystyrene insulation, $0\mathrm{.}75$ in$.$ plywood, and asphalt shingles.

Can some help me with the dead loads