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` PINE STREET HOUSE 1 February 15, 2020 I SDA Job# 8910 3 <br /> D_L. L.L, <br /> SEISMIC LOAD: (ASCE7-10 SEC. 12.8) WALL DEAD LOAD= 10 psf ROOF D.L. 20 •sf <br /> E=Eh+Ev FLAT ROOF SNOW LOAD= 25 psf 3RD FLOOR D.L.=MR 40 •sf <br /> E=PQE+.2SDsD RED.S.L.(20%x S.L.)= 0 2ND FLOOR D.L.= 40 .sf <br /> QE=EV=CsW Risk Category=1' II Risk Category as defined in Table 1,5,1 1ST FLOOR D.L.=NM 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%= arla_ <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%_ EMI <br /> hn= 26 Total height of structure <br /> V=0.7SDSIEW/R SDs=2/3 SMs Ss= 122.3% SMs= 123,5% V= 0.127 W <br /> Vmax=SolIEW ITaR SMs=(Fa)(Ss) Fa= 1.010 SDs = 82.3% E= 0.127 W <br /> Ta= 0.02h°.'5 S 2/3 S Si9.2% S °n SD.'= M7 �= � Mt= 63.5/o <br /> Ta= 0.23 s SMI=(Fv)(S1) Fv= 1.620 Sim=42.3% Cs= 0.127 <br /> SDC= D Seismic Design Cateogry <br /> Roof Level Diaphragm Loading:- NOT APPLICABLE <br /> W(ROOF)= LENGTH WIDTH COEFF LOAD r TOTAL W(ROOF)_:LENGTH WIDTH COEFF ' LOAD TOTAL <br /> 48.5 42.5 1 - 15.0 30919 . / a 0.0 0 <br /> 15.0 0 0.0 0 <br /> ' 15.0 0 0.0 0 <br /> 15.0 0 _ 0.0 0 <br /> 15.0 •0 � 0.0 0 <br /> Area= 2061 Sub-Total=`30919`lb Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)- LENGTH WIDTHS LOAD TOTAL <br /> 12.0 0 r 0.0 ❑ . <br /> 12.0 0 0.0 0 <br /> 12,0 0 0.0 0 <br /> 12,0 ,, 0 0.0 0 <br /> 12.0 , 0 0.0 0 <br /> Area= 0 Sub-Total= lb Area= 0 .Sub-Total lb <br /> W(WALL)=NUMBER LENGTH TRIB. HT, LOAD TOTAL W(WALL)= NUMBER LENGTH`TRIB,HT.. LOAD TOTAL <br /> 3 „ 47 10.0 0 0.0 0 <br /> 10,0 0- 10.0 0 <br /> 10.0 0 , • 10,0 0 <br /> Area= 0 Sub-Total= 0 Area= 0 Sub-Total= 0 <br /> TOTAL= 30919 lb TOTAL= lb <br /> NOT APPLICABLE NOT APPLICABLE <br /> W(ROOF)= LENGTH( WIDTH COEFF LOAD TOTAL a W(ROOF)= LENGTH-WIDTHCOEFF LOAD TOTAL <br /> 0.0 0 0.0 0 <br /> •0,0 0 . 0.0 _ 0 <br /> w 0.0 0 = _ 0.0 0 <br /> 0,0 0 0.0 0 <br /> 0.0 0 E 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 T LOAD TOTAL ' <br /> 0.0 0 W 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-Total=lb <br /> W(WALL)=\.NUMB LENGTH`TRIB.HT, LOAD TOTAL W(WALL)=NUMBER LENGTH TRI13.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() <br /> EV(ROOF)=, 3917 lb 3917 lb - 25 97928 lb 3918 lb <br /> EV()= 0 lb lb lb EV x height EV TOTAL = lb <br /> EV()= 0 lb T lb lb EV x height TOTAL lb <br /> EV( = __ _ O lb lb lb lb <br /> TOTAL= 3917 lb 3917 lb 97928 lb <br />