GIVEN

The building shown below

IALL AND OPENING LENGTHS

NOTE THAT WALLS ON LINES $"$A$"$ & $"$C$"$ ARE THE SAME

$)-=(40)-=(10$

$L_{1_2}$:$=L_{WAL{L}_A{?}_1}+L_{WAL{L}_A{?}_2}+L_{WAL{L}_A}3+L_{OPE{N}_A{?}_1}+L_{OPE{N}_A{?}_2},L_{1_2}=100$

$L_{A_C}$:$=L_{WAL{L}_1{?}_1}+L_{WAL{L}_1{?}_2}+L_{WAL{L}_1{?}_3}+L_{OPE{N}_1{?}_1}+L_{OPE{N}_1{?}_2},L_{A_C}=100$

Walls are connected together at the top $-$ all walls deflect equally

building

Wall height $=15\mathrm{.}0$ feet

Walls have the same construction

$H_N$:$=15\mathrm{.}0$

dimensions

$15/32"$ APA Rated Sheathing Exterior

Blocked

Nailed to studs with $10$ d common at $6"$

#$1/$ #$2$ S$-$P$-$F studs $($NLGA$)$ at $16"$ spacing

Lateral Load at roof $=800$ plf $($LRFD$)$ WIND

LRFD Design

$w_u$:$=800$

Roof diaphragm

$15/32"$ APA Rated Sheathing Exterior

Blocked

Nailed to LVLs with $10$ d common at $6"$ at panel edaes, $12"$ panel interior

LVL G $=0\mathrm{.}50$ specific gravity of the LVL framing.

Seismic Load $=800$ plf $($LRFD$)$ LVL framing is $2"$ nominal thick

$G$:$=0\mathrm{.}50$

$W_{\text{t}\text{e}\text{v}}$:$=800$

LRFD Design

FIND

What is the capacity $($plf LRFD$)$ of the diaphragm

Is the diaphragm adepqate for the loads