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JASKCON AVE DUPLEX <br />October 9, 2023 <br />SDA Job# 9902 ( 3 <br />SEISMIC LOAD: (ASCE7-16 §12.8) <br />httosaJhazards.awwriclt arW <br />Flexiable Diaph ? <br />YES <br />V=CsW <br />Irregularities? <br />YES <br />SITE RESPONSE ANALYSIS RE UIREMENT 11.4.7 <br />Cr=SDs/(R/Ir) <br />Risk Category = <br />It <br />Risk Category <br />DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? <br />NO <br />CS M,M cAu,=0.5S3/(R/Ir) <br />DESIGN STRUCTURE WITH DAMPING SYSTEM? <br />NO <br />CS-MIN„CASEt=0.044SDSle>0-011 <br />Site Class = <br />D - DEFAULT <br />GFMA=SD3/tT(R/1,) <br />IE= <br />1 <br />(Table 1.5 1) <br />NOT REQUIRED: 11.4.8.E.2, Cs MODIFIED AS REQUIRED BY <br />T<TE, Cs=S03/R(R/1e) <br />hD = <br />22 <br />Structural Height <br />EXCEPTION <br />T-T,, C3=SD3TE/T'(R/I.) <br />F=C,p §11 4 4 Ss = 131.6% TYPE: (T12.2-1) Ta (s) R 00 Cd Cs <br />SM5=F,5s <br />= 157.9% <br />§11 4.4 <br />Fa = <br />1.20 <br />1) <br />SDS=z/3SMS <br />= 105.3% <br />§1144 <br />S1 = <br />46.6% <br />2) <br />SDS'=SOS = <br />105.3% <br />512813 <br />Fv = <br />1,95 <br />3) <br />SMI=F Si <br />= 91.0% <br />§114 5 <br />SDC = <br />D <br />4) <br />SD3=2/35M3 <br />= 60.7% <br />§11 4 5 <br />TL = <br />6 <br />is <br />Ts=SDi/SDS <br />= 57.6% <br />61146 <br />W (ROOF) = <br />W (FLOOR) = <br />W (WALL) = <br />Roof Level Diaphragm Loading: <br />LENGTH <br />WIDTH <br />COEFF <br />LOAD <br />TOTAL <br />38.5 <br />385 <br />1.1 <br />150 <br />23345 <br />1.0 <br />150 <br />0 <br />1 0 <br />150 <br />0 <br />1.0 <br />15.0 <br />0 <br />1.0 <br />15.0 <br />0 <br />rstxserf�.�7n�n�t�x�e� ��ta <br />LENGTH <br />WIDTH <br />LOAD <br />TOTAL <br />120 <br />0 <br />_ 120 <br />0 <br />12.0 <br />0 <br />120 <br />0 <br />120 <br />0 <br />Area= 0 Sub -total= Ih <br />NUMBER <br />LENGTH <br />TRIB. HT <br />LOAD <br />TOTAL <br />1 <br />156 <br />4 <br />1 10 0____ <br />6240 <br />100 <br />_ <br />0 <br />100 <br />0 <br />A15 - WSW 0.20 6.50 2.50 4.00 0.162 <br />2nd Floor Level Diaphragm Loading: <br />W (ROOF)_ <br />W (FLOOR) = <br />W (WALL) = <br />LENGTH <br />WIDTH <br />COEFF <br />LOAD <br />13.6 <br />13.6 <br />1.1 <br />150 <br />_TOTAL <br />2913 <br />9 <br />9 <br />1.1 <br />150 <br />1276 <br />1.0 <br />150 <br />0 <br />1.0 <br />150 <br />0 <br />1 0 <br />150 <br />0 <br />LENGTII <br />WIDTH <br />LOAD <br />TOTAL <br />34.6 <br />34.6 <br />120 <br />14366 <br />120 <br />_ <br />0 <br />120 <br />0 <br />120 <br />0 <br />120 <br />0 <br />r_TrxtiIII MT .' MN W.1F_lIEIIIIi I. KfO[MIP <br />NUMBER <br />LENGTH <br />TRIB HT <br />LOAD <br />TOTAL <br />1 <br />164 <br />9 <br />100 <br />14760 <br />_ <br />100 <br />0 <br />inn <br />0 <br />Area = 624 Suo-1 otat= 6240 Area = 1476 Sub -Total= 14760 <br />TOTAL = 29585 lb I TOTAL = 33315 lb <br />