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CARLISLE PROPERTIES February 22, 2022 SDA Job# 9476 3 <br /> SEISMIC LOAD:(ASCE7-16§12.8) <br /> t?,SDS 'ha2aras.MCC n-,,i 0(cf! Flexiable Diaph.? YES <br /> v=c'w Irregularities? NO SITE RESPONSE ANALYSIS RE UREMEU 11.4.7 <br /> c1=SmAR/11) Risk Category= 11 Risk Category ii DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> cs M, t sF,=ossl/fR/t�) p= 1 00 Redundancy f DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> Cs U,N r�„=a.oa4sosl>o.ou Site Class= D-DEFAULT <br /> i 1 NOT REQUIRED:11.4.8.E 2,Cs MODIFIED AS REQUIRED BY <br /> s== (Table 1-5.1) EXCEPTION <br /> T<TL,Cs=Sp1/R(R/le) h„= 24 Structural Height <br /> T>TL,Cs=ScjLIT2(R11,) <br /> E=c;p 511 4 4 SS= 1.3% TYPE:(T12.2-1) Ta(s) R Go Cd Cs E <br /> SMS-F„SS = 1.6% g11 4 4 Fa= 1.20 11 A15-WSW 1 0.22 6,50 2.50 4.00 0.010 0 010 <br /> Sos=2/nSMs - 1.1% 511 4 4 Si= 47.6% 23 j <br /> SDS'=SDS = 1.1% §1281,3 Fv= 1.50 3) <br /> SMi=F 5 = 71.4% 51145 SDC= D 4) i <br /> Sol=,/3SM1 47.6% 51145 TL= 6 s <br /> Ts-Soi/Sos = 4433.7% 5114.E <br /> I <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 /> 56 35.8 150 0 15 a 0 <br /> 15.0 0 15-0 0 <br /> 15.0 0 150 0 <br /> 15 0 0 15.0 0 <br /> 150 0 150 0 <br /> Area= 2005 Sub-Total= lb Area= 0 Sub-Total= lb <br /> W(FLOOR)=F LENGTH WIDTH ! TwLOAD TOTAL W(FLOOR)=I LENGTHI WIDTH LOAD TOTAL <br /> 120 i 0 56 1 39.9 120 26813 <br /> 120-7 0 } 120 0 <br /> 120 0 12.0 0 <br /> 120 0 ! 120 0 <br /> 120 0 ` 120 0 <br /> Area= 0 Sub-Total= lb Area= 2234 Sub-Total= 26813 lb <br /> W(WALL)=1 NUMBER LENGTH TRIB,HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB.HT I LOAD ITOTALI <br /> 2 56 4 100 4480 2 56 1 8 100 4480 <br /> 100 0 100 0 <br /> 10-0 ; 0 10.0 0 <br /> Area= 224 Sub-Total= 4480 144a Sub-Total= 4480 <br /> TOTAL=4480 Ib TOTAL= 31293 lb <br />