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• <br /> HEINTZ-YEAGER RESIDENCE I February 21, 2023 I SDA Job# 9684A I 3 <br /> SEISMIC LOAD: (ASCE7-16§12.8) <br /> httos://hazards.atcouncil.orgl Flexiable Diaph.? YES <br /> v=C,w Irregularities? NO SITE RESPONSE ANALYSIS REQUIREMENT(11.4.7) <br /> cs sos/(R/Ip) Risk Category= II Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> CS MIN CASE1-O.5S1/(R/le) DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> Cs MiN cAsE1=0.044Sosle>0.011 Site Class= D-DEFAULT <br /> C,MAx=5�1/(T(R/Ip) IE= 1 NOT REQUIRED:11.4.8.E.2,Cs MODIFIED AS REQUIRED BY <br /> (Table 1.5.1) EXCEPTION <br /> T<T,,Cs=5D1/R(R/Ie) hn= 33 Structural Height <br /> T>TL.Cs=SD,TL/T2(R/IO) <br /> E=C p §11.4.4 Ss= 134.7% TYPE:(T12.2-1) Ta(s) R n0 Cd Cs <br /> SMs=F,Ss = 161.6% §11.4.4 Fa= 1.20 1) A15-WSW 0.28 6.50 2.50 4.00 0.166 <br /> Sos-2/35Ms = 107.8% §11.4.4 Si= 47.8% 2) G6-TF 0.28 1.50 1.50 1.50 0.718 <br /> SDS'=SDS = 107.8% §12.8.1.3 Fv= 1.95 3) <br /> 5M1=Fs51 = 93.4% §11.4.5 SDC= D 4) <br /> 5o1-2/3SM1 = 62.2% §11.4.5 TL=1 6 s <br /> Ts=Sol/Sos = 57.8% §11.4.6 <br /> Roof Level Diaphragm Loading: 3rd Floor Level Diaphragm Loading: <br /> W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL <br /> 2497 1 1.1 15.0 39328 212.34 1 1.0 15.0 3313 <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 /> 1.0 15.0 0 1.0 15.0 0 <br /> Area= 2497 Sub-Total= 39328 lb Area= 212 _ Sub-Total= 3313 lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 2022 1 12.0 24264 <br /> 12.0 0 300 1 12.0 3600 <br /> 12.0 0 70 1 12.0 840 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> Area= 0 Sub-Total= lb Area= 2392 Sub-Total= 28704 lb <br /> W(WALL)= NUMBER LENGTH TRIB.HT. LOAD TOTAL W(WALL)=NUMBER LENGTH TRIB.HT. LOAD TOTAL <br /> 1 218 4 10.0 8720 1 115 9 10.0 10350 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> Area= 872 Sub-Total= 8720 Area= 1035 Sub-Total= 10350 <br /> TOTAL=48048 lb TOTAL=42367 lb <br /> 2nd Floor Level Diaphragm Loadin <br /> W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL <br /> 1.0 15.0 0 <br /> 1.0 15.0 0 <br /> 1.0 15.0 0 <br /> 1.0_ 15.0 _ 0 <br /> 1.0 15.0 0 <br /> Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 900 1 12.0 10800 <br /> 12.0 0 <br /> 12.0 0 <br /> 12.0 0 <br /> 12.0 0 <br /> Area= 900 Sub-Total= 10800 lb <br /> W(WALL)_' NUMBER LENGTH TRIB.HT. LOAD TOTAL <br /> 1 90 9.66 10.0 8694 <br /> 10.0 0 <br /> 10.0 0 <br /> Area= 869 Sub-Total= 8694 <br /> TOTAL= 19494 lb <br />