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SEISMIC DATA: <br />SEISMIC LOADS: <br />Latitude <br />Longtitude <br />Occupancy Category <br />Important Factor (I) <br />R <br />= <br />= <br />= <br />= <br />= <br />= <br />= <br />33.7688815 North <br />-117.8998 West <br />t-1--1-.1~-o--;I(Table 1.5-2) <br />Shear Panels <br />6.50 <br />3.00 <br />4.00 <br />1.30 <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I <br />v = <br />v = <br />WIND LOADS: <br />DESIGN WIND VELOCITY (V35 ) = <br />Vrm = <br />Occupancy Category = <br />Important Factor (I) = <br />Exposure Category = <br />Adjustment Coefficient (A.) = <br />Krt = <br />Ps = <br />(F*Sos)/R <br />0.21 <br />110.0 <br />110.0 <br />II <br />1.00 <br />c <br />1.29 <br />1.00 <br />A.Kzt Ps30 <br />Shear Panels <br />WIND DATA: <br />MPH <br />MPH <br />(Table 1.5-2) <br />(Figure 28.6-1) <br />MWFRS Design Wind Pressure p.30 (psf) <br />Horizontal Loads <br />s , = <br />Site Class = <br />= <br />= <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 />Roof End Zone Int. Zone <br />1.338 g f--------1 <br />0.475 g <br />f-------:::------1 D <br />1.20 <br />1.80 <br />1.606 g <br />0.855 g <br />1.070 g <br />0.570 g <br />5.0 FT <br />0.0 FT <br />8.0 FT <br />13.0 FT <br />10.5 FT <br />18.4 0 <br />Edge (a) <br />19.5 3.0 <br />24.5 <br />8.0 <br />10.5 4.2 <br />a= 3.0 <br />2a-6.0 <br />Load Direction Angle A B c D # ofSW Lines <br />Transverse (Case B) 0 .0 19 .2 0.0 12.7 0.0 2 <br />Longitudinal (Case A 18.4 26 .6 -7 .0 17.7 -3.9 2 <br />2a = 6 .0 FT <br />Roof Horizontal Load = 1,202 LBS (Transverse ) <br />Roof Horizontal Load = 1,259 LBS (Longitudinal) <br />soc <br />D <br />D <br />FT <br />FT <br />FT <br />FT <br />FT <br />FT <br />2217 W Monica Ln, <br />#23/19/2025