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Seismic Design <br />Seismic Analysis Equivalent Lateral Force Procedure <br />Seismic Force Resisting System Per System yilA I ms <br />Table 12.2-1 <br />Type. Light -frame (wood) Walls Sheood Structural Panels Rated for Shear Resistance <br />Seismic Design Cat. D <br />Risk Category 11 1, II, or III, or IV per Table 1.5-1 <br />Site Class Assumed default soil properties, per 11.4.3. <br />Diaphragm Flexibility } 1 1e><tbie <br />Ss 1.275 g 2% in 50 yr, Latitude & Longitude lookup <br />S; '- 0.452 g 2% in 50 yr, Latitude & Longitude lookup <br />R <br />6.50 <br />- - <br />4.0 <br />2.5 <br />Ct <br />x <br />0.75 <br />Ir.­ <br />_ <br />sec <br />0 <br />s <br />0.11 sec __ <br />-T— <br />.00 sec <br />1.20 <br />-- <br />1.85 - <br />►a <br />1.53 g <br />- <br />0.84 g - <br />1,000 g <br />—for <br />0.557 gg --- <br />C, <br />0.1154 con&" I <br />0.512 <br />0.010 --- <br />design <br />01 4�--- <br />Bldg. Weight <br />92.0 k <br />_ CUOW <br />-9.9 k 11 <br />Section 12.8.1.3 Exceotions <br />Regular Structure <br />-5-Si'b7ii�f 66ova yFetTe _�- <br />Yes <br />..__Y� . <br />T S 0.5s <br />Yes <br />P -1.0 —_ <br />- Yes <br />Not Site Class E or F <br />yes - <br />Risk Ca'tegmy 1 or II <br />_ Yes - <br />It all exceptions are met. !)m may be taken as <br />1. but not less than OX(Caleulated SDs) <br />"able 1.5.2 <br />Ta = Cthn <br />Eq. 12.8.7 <br />-able 12.8-2 <br />able 12-8-2 Building Period Per <br />SmS = FaSS <br />Eq. 11.4 1 <br />Alternate Analysis <br />Siyl = FeSl <br />Eq. 11.4-2 <br />:q. 12.8-7 T(sec) <br />SAS = 2/3 SMS <br />Eq. 11.4-3 <br />SDI = 2/3Sui <br />Eq. 11.4-4 I <br />Per Geotech Report <br />'able 11.4-1 <br />Cs = <br />Eq.12.8-2 <br />'able 11.4-2 <br />q.11.4-1 <br />(SPS <br />SDI <br />Cs - T(R/1e) <br />Eq.12.8-3 <br />iq. 11.4-2 <br />iq.11.4-3 <br />sD1rL <br />Cs T2(R/!e) <br />Eq.12.8-4 <br />q.11.4-4 <br />Cs Z 0.044SDsle Eq.12.8-5 <br />q.12.8-2 <br />CS Z 0.01 <br />Eq.12.8-5 <br />q. 12.8-3 need not exceed, T < Ti <br />q. 12.8-5 or 12.8-6 minimum <br />ection 11.4.8 Exception 2 Applied <br />_ <br />Cvx W.hxk1 1 Wxhf <br />Eq. 12.8-12 <br />Fpx '- E —pl/ n wpx <br />r EI.: wl <br />Eq.12.10-1 <br />q.12.8.1, Strength Level Base Shear <br />Fpx a 0.2SDsleWpx <br />Eq.12.10-2 j <br />q. 12.8-1 ASD Base Shear <br />- <br />Vertical Dlstributton 27p= 1 k= 1.000 <br />Story Shear Diaphragm <br />Level h (ft) W, (k) h,k (ft) W,h,` ASD Force (p not Included) <br />C. (%)I F„ (k) I SV (k) F ,,.� F mvn F F e y-F jF, <br />Iy�' fTAUCT1AiAL <br />EN01116ERINR <br />324 0.254 2.5 9.9 3.9 5.0 101 tv 5 O 2 00 <br />1276 9.9 �— <br />Miles Residence <br />Seismic Criteria <br />DATE 71712021 <br />PROD. # <br />DESIGN ENG <br />SHEET 2 <br />