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LUCAS SITE VISIT July 18, 2024 SDA Job# 10052 3 <br /> SEISMIC LOAD: (ASCE7-16§12.8) <br /> httOsJlhBzfd8.ate99e 1 grg1 Flexiable Diaph.? YES <br /> v=CsW Irregularities? YES SITE RESPONSE ANALYSIS REQUIREMENT 0I.L71 <br /> C1=SDs/(R/1e) Risk Category= II Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> CS MIN CASE2-O.5S1/(R/le) DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> CS MIN CASES-0.044SDSle>O.011 Site Class= D-DEFAULT <br /> Cs MAx=SDi/IT(R/IQ) IE= 1 NOT REQUIRED: 11.4.8.E.2,CS MODIFIED AS REQUIRED BY <br /> (Table 1.5.1) EXCEPTION <br /> T<TL,CS=SDl/R(R/le) h = 16 Structural Height <br /> T>TL,CS=SDITLrr2(R/la) <br /> E=C,p §11.44 Ss= 127.1% TYPE:(T12.2-1) Ta(s) R no Cd Cs <br /> SMS=F.55 = 152.5% §11.4,4 Fa= 1.20 1) A15-WSW 0.16 6.50 2.50 4.00 0.156 <br /> Sos=2/3SMs = 101.7% §11.44 S1 = 45.1% 2) <br /> SDS'=SDS = 101.7% §12.8.1.3 Fv= 1.95 3) <br /> SMl=F,S1 = 88.1% §11.4.5 SDC= D 4) <br /> SDS-2/3SM1 = 58.7% §11.4.5 TL- 6 s <br /> Ts=SD1/SDS = 57.8% §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 /> 222.5 1 1.0 15.0 3438 1.0 15.0 0 <br /> 97.5 1 2.54 15.0 3715 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 /> 1.0 15.0 0 1.0 15.0 0 <br /> Area= 320 Sub-Total= 7152 lb Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 120 0 292 1 12.0 3504 <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 1 1 1 1 12.0 0 <br /> Area= 0 Sub-Total= lb Area= 292 Sub-Total= 3504 lb <br /> W(WALL)= NUMBER LENGTH TRIB.HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB.HT.1 LOAD I TOTAL <br /> 2 16 3.5 10.0 1120 2 16 8.5 1 10.0 1 2720 <br /> 1 10 3 10.0 300 1 10 3 10.0 300 <br /> 10.0 0 2 20 5 10.0 2000 <br /> Area= 86 Sub-Total= 1420 Area= 266 Sub-Total= 5020 <br /> TOTAL= 8572 lb TOTAL= 8524 lb <br />