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SAUNDERS KITCHEN ADDITION I December 3, 2019 I SDA Job# 8855 I 3 <br /> DI. L.L. <br /> SEISMIC LOAD: (ASCE7-10 SEC. 12.8) WALL DEAD LOAD= 10 psf ROOF O.L.=IMI 20 .sf <br /> E=Eh+Ev FLAT ROOF SNOW LOAD= 25 psf 3RD FLOOR D.L.=IBM 40 sal <br /> E=pQE+.2SosD RED.S.L.(20%x S.L.)= 0 2ND FLOOR D.L.= 12 psf 40.sf <br /> QE=EV=CsW Risk Category= II Risk Category as defined in Table 1.5,1 1ST FLOOR D.L.=EMI 40 .sf <br /> p= 1.00 Redundancy STORAGE L.L.x 25%= W <br /> Site Class= D Site Class"D"assumed U.N.O. STORAGE L.L,x 25%= rill <br /> IE= 1 All structures except 1,111,IV(Table 1,5-1) STORAGE L.L.x 25%= psf <br /> R= 6.5 STORAGE L.L.x 25%= WM <br /> h„= 23.5 Total height of structure <br /> V=0.7SDsIEW/R Sips=2/3 SMs Ss= 141.2% SMs= 141,2% V= 0.145 W <br /> Vmax=S%JIEW/TaR SMs=(Fa)(Ss) Fa= 1.000 SDS = 94.1% E= 0.145 W <br /> Ta= 0.02h„°`'5 Sot=2/3 SMi Si = 54.2% SM1= 81.3% <br /> Ta= 0.21 s SMi=(Fv)(S1) Fv= 1.500 SDI= 54.2% Cs= 0.145 <br /> SDC= D Seismic Design Categgry <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 /> 50.5 41 1.12 15.0 34784 15.0 0 <br /> 13.5 25.5 1.12 15.0 5783 15.0 0 <br /> 40 30 1.12 15.0 20160 15.0 0 <br /> 5 17 1.12 15.0 1428 15.0 0 <br /> 15.0 0 15.0 0 <br /> Area= 3700 Sub-Total= 62156 lb Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH - LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 48 37 12.0 21312 <br /> 12.0 0 18 22.5 12.0 4860 <br /> 12.0 0 37.5 27 12.0 12150 <br /> 12.0 0 5 14.5 12,0 870 <br /> 12.0 0 12.0 0 <br /> Area= 0 Sub-Total Ib Area= 3266 Sub-Totat=-39192 lb <br /> W(WALL)=NUMBER LENGTH TRIB. HT. LOAD TOTAL . W(WALL)= NUMBER LENGTH TRIG. HT. LOAD TOTAL <br /> 2 81,5 4 10.0 6520 2 81.5 10 10.0 16300 <br /> 2 62 4 10.0 4960 2 62 10 10.0 12400 <br /> 10.0 0 10,0 0 <br /> Area= 574 Sub-Total= 11480 Area= 1435 Sub-Total= 28700 <br /> TOTAL=73636 lb. TOTAL=67892 lb <br /> NOT APPLICABLE NOT APPLICABLE <br /> W(ROOF) LENGTH WIDTkfi COEFF , LOAD - TOTAL W(ROOF)=PtglEfin WIDTH COEFF LOAD TOTAL <br /> 0.0 0 111111111111111111111 0.0 0 <br /> 0.0 0 ®_ 0.0 0 <br /> 0.0 0 Ellin 0.0 0 <br /> 0.0 0 -_ 0.0 0 <br /> 0.0 0 0.0 0 <br /> Area= 0 Sub-Total= lb Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH LOAD - TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 0.0 0 0.0 0 <br /> 0.0 0 0.0 0 <br /> 0,0 0 0.0 0 <br /> 0.0 0 0.0 0 <br /> 0.0 0 0.0 0 <br /> Area= 0 Sub-Total= lb Area= 0 Sub-Tatal= lb <br /> W(WALL)=NUMBER LENGTH TRIB. HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB. HT. LOAD TOTAL <br /> 0.0 0 0.0 , 0 <br /> 0.0 0 0.0. 0 <br /> 0.0 0 0.0 0 <br /> Area= 0 Sub-Total= 0 Area= 0 Sub-Total= 0 <br /> TOTAL= lb TOTAL= lb <br /> EV EV x p height EV x height REDISTRIBUTE: E O <br /> EV(ROOF)= 10664 lb 10664 lb 23.5 250603 lb 13574 lb <br /> EV(1 ST FLOOR)= 9832 lb 9832 lb 13 127818 lb DI x.heiaht x EV TOTAL = 6922 lb <br /> EV()= 0 lb lb lb EV x height TOTAL lb <br /> EV O= 0 lb lb _ lb lb <br /> TOTAL= 20496 lb 20496 lb 378421 lb <br />