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V1.8 Engineers NW Inc PS 3/17/2022 <br /> 9725 Third Aare NE tf <br /> Seattle WA 98115 P" <br /> 201$IBC Baker View—non-Dock-high wall <br /> ACI 6.7.1 2nd Carder Analysis Plain Wall design <br /> Trib(ft) <br /> 42.00 <br /> 38.30 Plain Wall fc= 4.5 1si <br /> Fy= 60 k>i <br /> Tributary ft.= 1.0 <br /> Rebar Size=j� 5 J . <br /> Spacing(in)= <br /> Center/EF=r Ea Face <br /> t(in)= 8:50 <br /> Reveal= 0.75 <br /> cover oS(in)= 1.5 <br /> 0.0 cover IS(in)= 0.75 <br /> - - - - - - - - - - d inward= 6.6B75 I <br /> d outward= 6.6875 W_J <br /> 0.00 <br /> LOADS <br /> Seismic 5D5=i 1-oo Fp-.4'SDS"le'W 0.4*w 41.08333 4 <br /> ie"_ 1.00-c Fp=0.10'W(min) <br /> "1.0,1.2511.5 Fp=1.2"SAS*Ielw(parapet) 1.2"W 123.3 <br /> 71 <br /> Wind Speed mph= �W 110 Discontinuity(y/n) --No� <br /> lw= _Ml Encolsedlopen fndosed <br /> Exp MCA __._a _ Topo Factor <br /> Mean Roof Ht= 38.30 Area= 489 <br /> wa€i(psf LRFD) Parapet(psf LRFJ) <br /> inward 20-5 Inward s9.s <br /> rd outwa 22.8 Outward s5.o <br /> Mall Vertical--ASD WL&EQ are LRFD**pos down Total Horiz(plf LRFD) <br /> Trib(ft) DL RLL FLL SLAW* WL Ecc(in)* Elev WL EQ I) <br /> Added wall Lott(psf) 0 L' 1l ECL load wRl be m+uit by'tis <br /> Opening Weight 30 coet.'orwall <br /> Ledger Roof(psf)s 29.6 IS 0 0 3 38.30 <br /> _..._.._._..._.,_....._..._...____ <br /> Ledger Mezz{psf) s 0 _0 1 0 0 0 ! 0' 0 0 D ? 0 <br /> Concentric(plc) -- ! 0 0 0� ©._._..-{_. 0_ <br /> Canopy(psf) 0 10 0 0 0 0 <br /> Measured from inside face of wall pos is inward <br /> ••Right pox,down pos f1= 0.5 <br /> '** No ! Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/17/2022 6:30 PIVI <br />