Load Combination Help:

LC$4$: $1\mathrm{.}2$D $+1\mathrm{.}0$W $+0\mathrm{.}5$L $+0\mathrm{.}5($Lr$,$ S$,$ R$)$

Given:

Original Loads:

Dead Load $=20$ psf $($including self$-$weight$)$

Unit Snow Load $=45$ psf

Vertical Wind Load $=-34$ psf

Windward walls $=23$ psf

Leeward walls $=-30$ psf

Left Shear:

Dead Load $=14\mathrm{.}4$ kips

Snow Load $=32\mathrm{.}4$ kips

Vertical Wind Load $=-24\mathrm{.}48$ kips

Right Shear:

Dead Load $=-14\mathrm{.}4$ kips

Snow Load $=-32\mathrm{.}4$ kips

Vertical Wind Load $=24\mathrm{.}48$ kips

Horizontal Wind Load:

Windward: $12\mathrm{.}42$ k$/$ft$^2$

Leeward: $-16\mathrm{.}20$ k$/$ft$^2$

No given Live Load value.

The answer for this question is LC$4=70\mathrm{.}36$ kips. I keep doing this but I can't seem to get that answer. Please help.