Snow Procedure per ASCE $7-16$: Show all calculations and free body diagrams.

Determine the ground snow load for the geographic location $($Sections $7\mathrm{.}2$ and $C7\mathrm{.}2).(5$pts$)$

Generate a flat roof snow load from the ground load with consideration given to $(1)$ roof exposure $($Sections $7\mathrm{.}3\mathrm{.}1,$ C$7\mathrm{.}3,$ and C$7\mathrm{.}3\mathrm{.}1)$; $(2)$ roof thermal condition $($Sections $7\mathrm{.}3\mathrm{.}2,$ C$7\mathrm{.}3,$ and C$7\mathrm{.}3\mathrm{.}2)$; and $(3)$ occupancy and function of structure $($Sections $7\mathrm{.}3\mathrm{.}3$ and C$7\mathrm{.}3\mathrm{.}3).$ Assume the structure remains above freezing temperatures. The structure is residential. The structure is sheltered by forest around the perimeter. $(5$pts$)$

Consider roof slope $($Sections $7\mathrm{.}4$ through $7\mathrm{.}4\mathrm{.}5$ and C$7\mathrm{.}4).$ See building data. $(5$pts$)$Consider snow drifts: $(1)$ on lower roofs $($Sections $7\mathrm{.}7$ through $7\mathrm{.}7\mathrm{.}2$ and C$7\mathrm{.}7)$ and $(2)$ from projections $($Sections $7\mathrm{.}8$ and C$7\mathrm{.}8).(15$pts$)$

Consider sliding snow $($Sections $7\mathrm{.}9$ and C$7\mathrm{.}9).(5$pts$)$

Consider extra loads from rain on snow $($Sections $7\mathrm{.}10$ and C$7\mathrm{.}10).(5$pts$)$

Draw the typical interior roof beam $($high and low roofs$)$ on free body diagrams $($FBD$)$ and indicate the design factored loads. Assume the roof dead load is $10pf,$ roof live load is $20psf($not reducible$),$ and the mechanical, electrical and plumbing $($MEP$)$ loads are $5$ psf$.$ Define the loads in $l\frac{b}{f}t.$ No need to run analysis. Use strength design load combinations. Assume the wind suction is $13$ psf for the high roof and $12$ psf for the low roof. The wind loads are perpendicular to the roof surfaces. Use only combinations combining the loads noted above. Other combinations are necessary but NOT required at this time. $(15$pts$)$