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.. ,·;: ?~5-~~d .,_., SEISIIIC DATA: <br />SEISMIC LOADS: <br />Latitude = 33 .704048 North s . = 1.294 g <br />Longtitude = -117.90097 West S1 = 0 .464 g <br />Site Class = D <br />Occupancy Category = <br />I <br />II <br />!(Table 1.5-2) <br />Fa = 1.20 <br />Important Factor (I) = 1.00 Fv = 1.80 <br />Shear Panels Timber Frames soc <br />R = 6.50 1.50 Sms = 1.553 g <br />no = 3.00 1.50 Sm1 = 0 .835 g <br />c d = 4 .00 1.50 Sds = 1.035 g D <br />p = = 1.30 1.00 sd1 = 0.557 g D <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I F = I 1.00 I <br />v = (F*S 05)/R v = (F*Sos)/R <br />v = 0.21 Shear Panels v = 0.69 Timber Frames <br />l;!;§;~~~~g~_ ' :~: IMNDDATA: <br />WIND LOADS: <br />DESIGN WIND VELOCITY (V35 ) = 110.0 MPH Roof Height = 4.0 FT <br />v,m = 110.0 MPH Wall Height (2ndt floor) = 0.0 FT <br />Occupancy Category = II Wall Height (1st floor) = 8.0 FT <br />Important Factor (I) = 1.00 (Table 1.5-2) Total Height = 12.0 FT <br />Exposure Category = c Mean Roof Height = 10 .0 FT <br />Adjustment Coefficient (A.) = 1.29 (Figure 28.6-1) Roof Angle = 18.4 0 <br />Kzt = 1.00 <br />Edge (a) <br />Ps = A.Kzt Ps30 Building Width = 20.33 3.0 FT <br />Building Length = 22.10 FT <br />Eave Height = 8.0 FT <br />Mean Roof Height = 10.0 4 .0 FT <br />a-3.0 FT <br />2a = 6.0 FT <br />MWFRS Design Wind Pressure Ps3o (psf) <br />Horizontal Loads <br />Roof End Zone Int. Zone <br />Load Direction Angle A 8 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 -I 1,111 LBS (Transverse) <br />Roof Horizontal Load -1,099 LBS (Longitudinal)