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LUCAS PROPERTIES November 17, 2021 SDA Job# 9411 3 <br /> SEISMIC LOAD: (ASCE7-16§12.8) <br /> hNos//hazards.atcouncil.org1 Flexiable Diaph.? YES <br /> v=C,w Irregularities? NO SITE RESPONSE ANALYSIS REQUIREMENT 11.4.7 <br /> C,=SOSAPVIJ Risk Category= II Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> CS-.N FEZ=osSARPJ p= 1.00 Redundancy DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> CS M,N_,c, ,=0.044SDs1,>0.011 Site Class= D-DEFAULT <br /> C,MAk=SD2/(T(R/ip) IE W 1 (Table 1.5.1) NOT REQUIRED: 11.4.8.£.2,CS MODIFIED AS REQUIRED BY <br /> EXCEPTION <br /> T<TLI CS=SDj/R(R/le) h„= 16 Structural Height <br /> T-Tu Cs=SD'TLrTz(RAB) <br /> E=C,p §11.4.4 Ss= 123.8% TYPE:(T12.2-1) Ta(s) R 00 Cd Cs E <br /> SMs=Fars = 123.8% §11.4.4 Fa= 1.00 1) A15-WSW 0.16 6.50 2.50 4.00 0.127 0.127 <br /> SDS=2/3SMS = ' 82.5% §11AA Si= 40.7% 2) <br /> SDS'=SDS - 82.5% §12.8-1.3 Fv= 1.59 3) <br /> SMi=F Sl = 64.7% §11.4.5 SDC= D 4) <br /> SDI='/3SM2 "` 43.1% §11 A4 5 TL= 6 s <br /> Ts=Sox/s- = 52.3% §11.4.6 <br /> Roof Level Diaphragm Loading. 2nd Floor Level Diaphragm Loading. <br /> W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL W(ROOF)= LENGTH WIDTH COEFF.. LOAD TOTAL <br /> 20 16 1.0 15.0 4800 1.0 15.0 0 <br /> 1.0 15.0 0 1.0 150 0 <br /> 1.0 15.0 0 1.0 15.0 0 <br /> 1.0 15.0 0 1.0 15.0 0 <br /> 1.0 15.0 0 1.0 15.0 0 <br /> Area= 320 Sub-Total= 4800 lb Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 24.5 16 12.0 4704 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> 12.0 1 0 12.0 0 <br /> Area= 0 Sub-Total= lb Area= 392 Sub-Total= 4704 lb <br /> W(WALL)= NUMBER LENGTH TRIB_HT. I LOAD TOTAL W(WALL)=.NUMBER LENGTH I TRIB.HT.I LOAD ITOTAL <br /> 2 �2O4 1 10.0 1600 2 20 8 f 10.0 1 3200 <br /> 10.0 0 10.0 1 0 <br /> 10.0 0 10.0 1 0 <br /> Area= 80 Sub-Total= 1600 Area= 160 Sub-Total= 3200 <br /> TOTAL= 6400 Ib TOTAL= 7904 lb <br />