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SEISMIC LOADS: <br />Latitude <br />Longtitude <br />Occupancy Category <br />Important Fact or (I) <br />R <br />= <br />= <br />= <br />= <br />= <br />33.7402127 North <br />117.91133 West <br />SEISMIC DATA: <br />1-1--1-.1~-o--ii(Table 1.5-2) <br />Ss = <br />s , = <br />Site Class = <br />= <br />1.312 g <br />t--------i <br />0 .468 g <br />1---=----1 D <br />1.20 <br />1.80 <br />Shear Panels Timber Frames SOC .---------~-.--.--------~-~~--; 6.50 1.50 Sms = 1.574 g <br />3.00 1.50 Smt = 0.842 g <br />4.00 1.50 Sds = 1.050 g D <br />1.3o 1.oo s d, = o .562 g D <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I <br />.. <br />WIND LOADS: <br />v <br />v <br />DESIGN WIND VELOCITY (V35 ) <br />Vtm <br />Occupancy Catego ry <br />Important Factor (I) <br />Exposure Category <br />Adjustment Coefficient (A.) <br />Kzt <br />Ps <br />(F*Sos)/R <br />= 0.21 Shear Panels <br />WINDDAT~: <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 />= A.KztPs3o <br />MWFRS Design Wind Pressure Ps3o (psf) <br />Horizontal Loads <br />F = '-I -:-:::-:-'1~.0..::,-0 :::-'I <br />V = (F*Sos)/R <br />V = 0.70 Timber Frames <br />~ <br />Roof Height = 5.5 FT <br />Wall Height (2ndt floor) = 0 .0 FT <br />Wall Height (1 st floor) = 8.0 FT <br />Total Height = 13.5 FT <br />Mean Roof Height = 10.8 FT <br />Roof Angle = 18.4 0 <br />Edge (a) <br />Bu ilding Width = 23.33 3.0 FT <br />Bu il ding Length = 20 .25 FT <br />Eave Height = 8.0 FT <br />Mean Roof Height = 10.8 4.3 FT <br />a= 3.0 FT <br />2a = 6.0 FT <br />Roof End Zone Int. Zone <br />Load Direction Angle A B c D # ofSW Lines <br />T ransverse (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 = I 1 ,5DOILBS !(Transverse) <br />Roof Horizontal Load = I 1,092ILBS I (Longitudinal) <br />510 S Arapaho Dr #2 <br />1011182015/9/2024