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v1.8 Engineers NW Inc PS 3117/2022 <br /> 9725`third Ave NE <br /> �5 r, <br /> Seattle WA 98115 <br /> 2018 IBC ;Baker View--Dock-high,,vall <br /> ACI 6.7.1 2-nd Order Analysis Plain Wall design <br /> Trib(ft)= 1,0 <br /> 42,00 <br /> -- <br /> 38 30 �r - - - plain Wall f'r- 4,5 ksi ___.._.._...__. <br /> 1 Fy= 60 ksi. <br /> I <br /> Tributary ft.= 1.o <br /> Rebar Size=' 5 - <br /> Spacing.(in)='- 11 i <br /> (� Center/EF=-Center <br /> J <br /> t(in)= 8.00 <br /> Reveal= 0.75 <br /> cover 05(in)_ ',.5 <br /> 0.0 cover IS(in)= 0.75 <br /> - ---•-•-•- •-•- -•- -•---• d inward= 3.625 <br /> d outward= 3.625 <br /> -5.00 <br /> LOADS <br /> Seismic SOS-�1.00 i FF=.a°SDS'le°W 0.4'w 38,66667 a <br /> €e•_ - 1.00 i Fp=0.10°1N(min) 0.1"W <br /> "1.0.1.25,SS Fp-1.2'SDS1le'w(Parapet) 1.2"W 1.1&0 T <br /> Wind Speed mph- 110 Discontinuity(y/a) i No <br /> Iw= 1 ; Encolsed/open Enclosed <br /> Exp(B,C,O) �- 6 _ Topo Factor= _1 <br /> Mean Roof Ht= 38.30 - Area= 489 <br /> Wall(psf LRFD) Parapet(psf LRFD) <br /> inward 20.5 Inward 59.8 <br /> Outward 2z S Outward 1 35.0 <br /> Wall Vertical--ASD WL&EQ are LRFD**pas down Total Horiz(plf LRFD) <br /> Trib(ft) DL RLL FILL 51:*. WL Ecc(in)* Elev WL EQ1) <br /> Added wall Wt(psf) D 1}EC!toad will be must by se+a <br /> Opening Weight 10_y coef for wall <br /> Ledger Roof(psf)i 29.6 15 i 0 0 2.5 1 a 3 38M w( <br /> G.....- .......-.--.�_ ._ -i <br /> Ledger Mezz(psf) SS 0 p 0 _Q O 0. I 0 0 '.�.�0,I�. 0 <br /> concentric(plf) 1 0 0 0 0 0 <br /> Canopy(Psf) 0 1 10 0 0 0 0 <br /> Measured from inside face of wall Pos is inward <br /> Right pas,down pos fi= 0.5 <br /> No Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/17/2022 6:37 PM <br />