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, - 4TH AVE W DUPLEX ( October 10, 2022 I SDA Job# 9676 I 3 <br /> SEISMIC LOAD: (ASCE7-16§12.8) <br /> nU s•'l azaros atco:knc4 or01 Flexiable Diaph 9 YES <br /> v=cw Irregularities? YES SITE RESPONSE ANALYSIS REQUIREMENT(11 4.7) __ __ <br /> C,-S,.J(R/L) Risk Category= -IT Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE'? NO <br /> cs,,,,.,,,,t;-Oss1/(R/I,) p= 1 00 Redund incy DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> Cs MIN k',El-0.0145,,;1,>0.011 Site Class= D-DEFAULT JI <br /> C.k,x-S,„/(T(R,l,.) IE= 1 NOT REQUIRED: 11 4 8.E 2,Cs MODIFIED AS REQUIRED BY <br /> (Table 1.5.1) EXCEPTION <br /> r<T,Cs-5,,3/10/1e) hr= 23.5 _ Structural Height <br /> P•T,,Cs=SD,TJT'(R;I,.) <br /> E=C,p §11 4 4 Ss= 137.4% TYPE:(T12.2-1) Ta(s) R 00 Cd Cs E <br /> 5,,1.,=-F,,Ss = 164 9% §1144 Fa=_1 20 1) A15-WSW 0.21 6 50 1 2 50 4 UU 0.169 0.169 <br /> Sos='/,S,„, = 109 9% §1144 Si= 48 8% 2) -_—. <br /> SD5'=SDS = 109.9% §12 8'3 Fv= 1.95 3) II <br /> S,,11=FvS1 = 95 3% §11 4 5 SDC= D 4) _v <br /> Sol z/,SMI = 63 5% §11 4 5 TL= 6 s <br /> Ts=So1/S13s = 57.8% §1146 <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 /> 32 36.5 1 0 15 0 18046 8 11 1 1 15 0 1386 <br /> 23 23 5 1.3 15 0 1 10540 1 0 15 0 0 _ <br /> 1.0 150 0 _ 1.0 150 0 <br /> ' 1 0 150 0 1.0 150 0 <br /> 1.0 150 0 _ 10 150 0 <br /> Area= 1709 Sub-Total= 28585 lb Area= 88 Sub-Total= 1386 lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTHI WIDTH LOAD TOTAL <br /> 12 0 0 - 37 8 I 37 8 120 17146 <br /> 120 0 I 120 0 <br /> 120 0 i 120 0 <br /> 120 0 120 0 <br /> 120 �� 0 120 0 <br /> Area= 0 Sub•Total= lb Area= 1429 Sub-Total= 17146 lb <br /> W(WALL)= NUMBER I LENGTH j TRIB HT LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB HT LOAD TOTAL <br /> 2 56 I 4 10 0 4480 2 56 9 __ _ 10 0 10080 <br /> 3 30 4 10 0 3600 _ 3 30 9 10 0 8100 <br /> 2 34 5 10 0 , 3400 10 0 0 <br /> Area= 514 Sub-Total= 11480 Area= 774 Suo•Total= 18180 <br /> TOTAL= 40065 lb TOTAL= 36712 lb <br /> I <br /> 7/ S/ <br />