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CHAN RESIDENCE June 7, 2022 SDA Job# 9557 3 <br /> SEISMIC LOAD: (ASCE7-16§12.8) <br /> hhps:/hazards.atcouncil.orq/ Flexiable Diaph.?i YES <br /> v=c,w Irregularities? NO SITE RESPONSE ANALYSIS REQUIREMENT(11.4.7) <br /> cs sos/(R/le) Risk Category= II Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> CS MIN CASE2-0.551/IR/le) p= 1.00 Redundancy DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> I„ CS MIN CASEl- Ds 0.0445 Ie>O.Oil Site Class= D-DEFAULT <br /> NOT REQUIRED: 11.4.8.E.2,Cs MODIFIED AS REQUIRED BY <br /> C.MAX=S°i/IT(R/le) IE= 1 (Table 1.5.1) EXCEPTION <br /> T<TL,Cs=S01/R(R/le) hn= 26 Structural Height <br /> T>TL,Cs=SDiTL/T2(R/le) <br /> E=C,,p §11.4.4 Ss= 137.9% TYPE:(T12.2-1) Ta(s) R D0 Cd Cs E <br /> SMs=Fars = 165.5% §11.4.4 Fa= 1.20 1) A15-WSW 0.23 6.50 2.50 4.00 0.170 0.170 <br /> SDS=2/3SMs = 110.3% §11.4.4 Si= 49.0% 2) <br /> SDS'=SDS = 110.3% §12.8.1.3 Fv= 1.50 3) <br /> •SM1=FvS1 = 73.5% §11.4.5 SDC= D 4) <br /> SDl=213SM1 = 49.0% §11.4.5 TL= 6 s <br /> Ts=SD1/SDs = 44.4% §11.4.6 <br /> • . Roof Level Diaphragm Loading: 2nd Floor Level Diaphragm Loading: <br /> W(ROOF)=1 LENGTH WIDTH COEFF LOAD TOTAL W(ROOF)=)LENGTH WIDTH COEFF LOAD TOTAL <br /> 47 33 15.0 0 1 0 15 0 0 <br /> 15.0 0 1.0 15.0 0 <br /> - 15.0 0 1.0 15.0 0 <br /> 15.0 0 1.0 15.0 0 <br /> 15.0 0 1.0 15.0 1 0 , <br /> Area= 1551 Sub-Total= lb Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 44 30 12.0 15840 <br /> 12.0 0 -- 12.0 0 <br /> t 12.0 0 _- 12.0 0 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> Area= 0 Sub-Total= lb Area= 1320 Sub-Total= 15840 lb <br /> W(WALL)= NUMBER LENGTH TRIB.HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB.HT. LOAD TOTAL <br /> 2 44 5 10.0 4400 2 42 4 10.0 3360 <br /> 10.0 0 2 44 5 10.0 4400 <br /> 10.0 0 10.0 0 <br /> Area= 220 Sub-Total= 4400 Area= 388 Sub-Total= 7760 <br /> TOTAL= 4400 lb TOTAL= 23600 lb <br /> i <br />