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SEISMIC LOADS: <br />Latitude = <br />Longtitude = <br />Occupancy Category <br />Important Factor (I) <br />33.7347883 North <br />-117.89986 West <br />SEISMIC DATA: <br />1-1--1-.1~-o---il (Table 1.5-2) <br />s1 = <br />Site Class = <br />= <br />1.301 g <br />1--------l <br />0.464 g <br />1-----::o------l 0 <br />1.20 <br />1.80 <br />R <br />Shear Panels Timber Frames ,--------------,,---,.-----,-------.------+-....:S:::D:::.C=-----1 <br />6.50 1.50 Sms = = 1.561 g <br />3.00 1.50 Sm1 = 0 .835 g <br />4.00 1.50 1.041 g D <br />1.30 1.00 0.557 g D <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I F = I 1.00 I <br />V = (F*S05)/R V = (F*S 05)/R <br />v = 0.21 Shear Panels V = 0.69 Timber Frames <br />WIND DATA: <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) = 9.0 FT <br />Important Factor (I) = 1.00 (Table 1.5-2) Total Height = 13.0 FT <br />Exposure Category = c Mean Roof Height = 11.0 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 Bui lding Width = 18.25 3.0 FT <br />Building Length = 43.25 FT <br />Eave Height = 9.0 FT <br />Mean Roof Height = 11.0 4.4 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 Di rection Angle A B c D # ofSW Lines <br />Transverse (Case B) 0 .0 19 .2 0 .0 12.7 0 .0 2 <br />Longitud inal (Case A) 18.4 26 .6 -7 .0 17.7 -3 .9 2 <br />2a -6 .0 FT <br />Roof Horizonta l Load -I 1,068ILBS I (Transverse ) <br />Roof Horizontal Load -2,217ILBS I (Longitudinal) <br />2302 & 2304 W Cubbon <br />St - 1011181937/24/2024