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SEISMIC LOADS: <br />Latitude <br />Longtitude <br />Occupancy Category <br />Important Facto r {I) <br />= <br />= <br />= <br />= <br />33.7365276 North <br />-1 1 7. 9416 West <br />SEISMIC DATA: <br />1-1--1-.1~-o---ti{Table 1.5-2) <br />1---1_.3_37_-l g <br />S1 = 0.478 g <br />Site Class = 1----=-D----t <br />= 1.20 <br />= 1.80 <br />R <br />Shear Panels Timber Frames r-----------::-.---.--:--:-:---r----+--S=D.:::C_--1 <br />6.50 1.50 Sms = 1.604 = g <br />3.00 1.50 Sm1 = 0.860 g <br />= 4.00 1.50 Sds = 1.070 g D <br />= 1.3o 1.oo s d1 = o.57 4 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*S05)/R <br />V = 0.21 Shear Panels V = 0.71 Timber Frames <br />WIND DATA: <br />~ <br />WIND LOADS: <br />DESIGN WIND VELOCITY {V35 ) = 110.0 MPH Roof Height = 6.0 FT <br />Vtm = 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 = 14.0 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 PsJo Building Width = 70 .50 7.1 FT <br />Building Length = 58 .10 FT <br />Eave Height = 8.0 FT <br />Mean Roof Height = 11.0 4 .4 FT <br />a= 4.4 FT <br />2a = 8.8 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 # ofSW Lines <br />Transverse {Case B) 0.0 19.2 0.0 12.7 0.0 5 <br />Longitudinal {Case A) 18.4 26 .6 -7 .0 17.7 -3 .9 4 <br />2a -8.8 FT <br />Roof Horizontal Load = I 1,848ILBS I {Transverse) <br />Roof Horizontal Load -I 1,487ILBS I {Long itud inal) <br />746 S Deming St, Unit# 2 <br />& 31/23/2025