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LEV1N GARAGE July 24, 2023 SDA Job* 9843 3 <br /> SEISMIC LOAD:(ASCE7-16§12-8) <br /> 7(T(R/ <br /> rds.atcouncil.or Flexiable Diaph.? YES <br /> vIrregularities? NO <br /> C, Risk Category= II SITE RESPONSE ANALYSIS REQUIREMENT 11.4.7 <br /> CrSsI/(R/i�) Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> CS044SDSle>0.011 DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> Site Glass= D-DEFAULTCsR/lE) IE= 1 NOT REQUIRED:11.4.8.E.2,Cs MODIFIED AS REQUIRED BY <br /> TAT„Cs=SD,/R(R/le) {Table i.5.1) <br /> h = 22 Structural Height EXCEPTION <br /> T'T��Cs=So1T��TZtF2/le) <br /> E=C,p §11.4.4 SS= 121.0% <br /> TYPE:(T12.2-1) Ta(s) R n0 Cd Cs <br /> suns=Pass = 145.2% §11.4.4 Fa= 1.20 1) A15-WSW <br /> z 0.20 50 2.50 4.00 0.149 <br /> SDS=/ISMS - 96.8% §11.4.4 S1= 43.0% 2) C4-OSMF <br /> SDS'=SDS = 96 8% 0.33 3.50 2.50 3.00 0.277 <br /> §12.8.1.3 Fv= 1.50 3) A2-ORCSW 0.20 4.00 2.00 4.00 0.242 <br /> SMI=F SI = 64.5% §11.4.5 SDC= <br /> SDI=I/35M3 = 43.0% §i1.a.5 TL= 6 g 4) TEST 0.22 8 <br /> Ts=Sol/Sos = 44A% §11.4.6 <br /> Roof Leve!Diaphragm Loading: 2nd Floor Level Diaphragm Loading. <br /> W(ROOF)= LENGTH WIDTH COEFF 7 LOAD TOTAL W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL <br /> 28 26 1.0 15.0 10920 15 <br /> 1.0 15.0 0 1.0 .0 0 <br /> 1.0 Z5 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= 728 Sub-Total= 10920 Ib 1.0 15.0 0 <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL Area= 0 Sub-Total= )b <br /> W(FLOOR)= LENGTH WIDTH LOAD I TOTAL <br /> 12.0 0 26 24 12.0 7488 <br /> 12.0 0 <br /> 12.0 0 12.0 012.0 0 <br /> 12.0 0 12.Q 0 <br /> 12.0 0 12.0 0 <br /> Area= 0 Sub-Total= !b Area= 624 Sub-Total= 7488 lb <br /> W(WALL)= NUMBER LENGTH TRIB.HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIG.HT. LOAD TOTAL <br /> 2 26 4 Z 0.0 2080 2 26 8 10.0 4160 <br /> 10.0 0 10.0 0 <br /> 10.0 0 10.0 0 <br /> Area= 104 Sub-Total= 2080 Area= 208 Sub-Total= 4160 <br /> TOTAL= 13000 lb TOTAL= 11648 lb <br />