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Latitude 33.7690962. North <br />Longtitude = ···1 "17 .90245 West <br />Occupancy Category II <br />I (Table 1.5-2) Important Factor (I) = 1.00 <br />Shear Panels Timber Frames <br />R 6.50. 1.50 <br />no = 3.00 1.50 <br />cd 4.00 1.50 <br />p= = 1.30 1.00 <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I <br />V (F*Sos)/R <br />V 0.24 Shear Panels <br />DESIGN WIND VELOCITY (V3 5 ) <br />Vrm <br />Occupancy Category <br />lmporiant Factor (I) <br />Exposure Category <br />Adjustment Coefficient (A.) <br />Kzr <br />Ps <br />= <br />= <br />MWFRS Des <br />110.0 MPH <br />110.0 MPH <br />II <br />1.00 (Table 1.5-2) <br />c <br />1.29 (Figure 28.6-1) <br />1.00 <br />Ss <br />s1 = <br />Site Class = <br />Fa = <br />Fv = <br />F = <br />v = <br />v <br />Roof Height <br />Wall Height (2ndt floor) = <br />Wall Height (1st floor) = <br />Total Height <br />Mean Roof Height <br />Roof Angle <br />Building Width <br />Building Length = <br />Eave Height <br />Mean Roof Height = <br />1.530 g <br />0:580 g <br />D <br />1.20 <br />1.80 <br />1.00 <br />(F*Sos)/R <br />0.82 Timber Frames <br />5.0 <br />0.0 · .. <br />8.0 <br />13.0 <br />10.5 <br />18.4 <br />34.60 <br />61.25 <br />8.0 <br />10.5. <br />a= <br />2a = <br />FT <br />FT <br />FT <br />FT <br />FT <br />Edge (a) <br />3.5 <br />4.2 <br />3.5 <br />6.9 <br />FT <br />FT <br />FT <br />FT <br />FT <br />FT