Z-WALL 2 Story¹Allowable Load²Table #3³

Verticals= C 3 x 4.1
Diagonals = 2" x 2" x 14 Ga.

¹ The Roof Header is assumed to be a 4x8, (at maximum Earthquake loading a 4x10 is required) and the Floor Beam is assumed to be a
  3.5"x11.875" Parallam.

² The distribution of Lateral Load can vary as long as the Overturning Moments and the Story Shears resulting from the figures shown in
   the Table are not exceeded.

³ W= indicates the Total (Roof DL+Floor DL+Floor LL) Uniformly Distributed Service Load in kips per lin. ft. to the structure

⁴ This column indicates the Total Earthquake Load (Base Shear) as defined in 1997 UBC, Sec. 1630.1.1, distributed as follows: 60% to
   the Roof Diaphragm and 40% to the Floor Diaphragm.

⁵ This column indicates the Total Wind Load  distributed as follows: 60% to the Roof Diaphragm and 40% to the Floor Diaphragm. The
   Maximum Wind Loads have been set at E/1.4.

⁶ The Story Drift is calculated using D+L+E/1.4 and D+L+W Load Factors.

"All of the appropriate 1997 UBC Load Combination factors have been included, therefore enter these tables with E, not with E/1.4.