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SEISMIC LOADS: <br />Latitude = <br />Longtitude = <br />Occupancy Category <br />Important Factor (I) <br />= <br />= <br />33.7235004 North <br />-117.85731 West <br />SEISIIIC DATA: <br />1-1--1-.1~-o---II(Table 1.5-2) <br />S s = <br />5 1 = <br />Site Class = <br />Fa = <br />1.277 g 1-------1 <br />0.457 g 1----:,...-----1 D <br />1.20 <br />1.80 <br />Shear Panels Timber Frames .--------------,,---,-------.----+-...:S::.:D=-C=----1 <br />6.50 1.50 Sms = R = 1.532 g <br />= 3.00 1.50 Sm 1 = 0.823 g <br />= 4.00 1.50 1.022 g <br />= 1.30 1.00 0.548 g <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I F = 1.____;1.:.::.0.;:..0 ----11 <br />V = (F*S 05)/R (F*S 05)/R v = <br />v = 0.20 Shear Panels V = 0.68 Timber Frames <br />. ,.J_;;~;;:·, <br />' <br />WJIIDDATA: <br />WIND LOADS: <br />DESIGN WIND VELOCITY (V3,) = 110.0 MPH Roof Height = 5.0 FT <br />Vtm = 110.0 MPH Wall Height (2ndt floor) = 0.0 FT <br />Occupancy Category = II Wall Height (1st floor) = 9.0 FT <br />Important Factor (I) = 1.00 (Table 1.5-2) Total Height = 14.0 FT <br />Exposure Category = c Mean Roof Height = 11.5 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 = 32 .00 3.2 FT <br />Building Length = 34.20 FT <br />Eave Height = 9.0 FT <br />Mean Roof Height = 11.5 4.6 FT <br />a= 3.2 FT <br />2a = 6.4 FT <br />MWFRS Design Wind Pressure Po3o (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 3 <br />Longitudinal (Case A' 18 .4 26 .6 -7.0 17.7 -3 .9 3 <br />2a = 6.4 FT <br />Roof Horizontal Load = 1,353 LBS (Transverse) <br />Roof Horizontal Load I -1,249 LBS (Longitudinal) <br />D <br />D