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SEISMIC LOADS: <br />Latitude <br />Longtitude <br />Occupancy Category <br />Important Factor (I) <br />= <br />= <br />= <br />33.7378609 North <br />-117.90071 West <br />SEISMIC DATA: <br />r-l--1-.1~-o---II(Table 1.5-2) <br />I <br />.. <br />1---1_.3_0_2 --lg <br />0.465 g <br />Site Class = 1----=o----i <br />= 1.20 <br />= 1.80 <br />R <br />Shear Panels Timber Frames .------------..,--...,--~-----r----+-....:S:::D=-C=----1 <br />6.50 1.50 Sms = = 1.562 g <br />3.00 1.50 Sm 1 = 0.837 g <br />= 4.00 1.50 1.042 g D <br />= 1.30 1.00 0.558 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*S 05)/R <br />V = 0.21 Shear Panels V = 0.69 Timber Frames I <br />WIND DATA: . <br />WIND LOADS: <br />DESIGN WIND VELOCITY (V35 ) = 110.0 MPH Roof Height = 4.5 FT <br />Vrm = 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 = 13.5 FT <br />Exposure Category = c Mean Roof Height = 11.3 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.KztPs30 Building Width = 40.00 4.0 FT <br />Building Length = 19.67 FT <br />Eave Height = 9.0 FT <br />Mean Roof Height = 11.3 4.5 FT <br />a= 4.0 FT <br />2a = 8.0 FT <br />MWFRS Design Wind Pressure p530 (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 2 <br />Longitudinal (Case A) 18 .4 26 .6 -7 .0 17.7 -3.9 2 <br />2a -8.0 FT <br />Roof Horizontal Load I = 2,403ILBS !(Transverse) <br />Roof Horizontal Load I = 1,172ILBS I (Longitudinal) <br />2325 W Mark St - <br />1011185516/17/2024