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SEISMIC DATA: <br />SEISMIC LOADS : <br />Latitude = 33.7167632 North s . = 1.296 g <br />Longtitude = ··1"17.89869 West S1 = 0.464 g <br />Site Class = D <br />Occupancy Category = <br />I <br />II <br />I(Table 1.5-2) <br />Fa = 1.20 <br />Important Factor (I) = 1.00 Fv = 1.80 <br />Ugh-framed Wood Shear Panels Timber Frames soc <br />R = 6.50 1.50 Sms = 1.555 g <br />no = 3.00 1.50 Sm 1 = 0 .835 g <br />cd = 4.00 1.50 Sds = 1.037 g D <br />cd = 1.30 1.00 sd 1 = 0 .557 g D <br />Choose Q <br />Use Simplified Alternative Structural Design <br />F = I 1.10 I 1.00 1(2-Story Building) <br />v = (F*S05)/R w <br />v = 0.23 0.69 w <br />WIND DATA: <br />WIND LOADS : <br />DESIGN WIND VELOCITY (V35 ) = 110.0 MPH Roof Height = 6.5 FT <br />Vrm = 110.0 MPH Wall Height (2ndt floor) = 8.0 FT <br />Occupancy Category = II Wall Height (1st floor) = 9.0 FT <br />Important Factor (I) = 1.00 (Table 1.5-2) Total Height = 23.5 FT <br />Exposure Category = c Mean Roof Height = 20.3 FT <br />Adjustment Coefficient (!..) = 1.29 (Figure 28 .6-1) Roof Angle = 14.0 0 <br />Kzt = 1.00 <br />Edge (a) <br />Ps = f..KztPs Jo Building Width = 20.00 3.0 FT <br />Building Length = 30 .00 FT <br />Eave Height = 17.0 FT <br />Mean Roof Height = 20.3 8.1 FT <br />a-3.0 FT <br />2a = 6.0 FT <br />MWFRS Design Wind Pressure p,30 (psf) <br />Horizontal Loads <br />Roof End Zone Int. Zone <br />Load Direction Angle A B c D #of SW Lines <br />Transverse (Case B) 0 .0 19 .2 0 .0 12 .7 0 .0 2 <br />Longitudinal (Case A) 14 .0 26 .6 -7 .0 17 .7 -3 .9 2 <br />2a = 6 .0 FT <br />Roof Horizontal Load = 547 LBS (Transverse) <br />2nd Floor Horizontal Load -946 LBS (Transverse) <br />Roof Horizontal Load -1,610 LBS (Longitudinal) <br />3rd Floor Horizontal Load -2 ,924 LBS (Longitudinal) <br />2234 S Center St #100 - <br />1011186658/13/2024