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V1.8 Engineers IOW Inc PS 3/28/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 =� <br /> 20181BC Baker View,by 12X14 <br /> ACIi 6.7.1 2nd Order Analysis Opening Design <br /> TA ft. 9.00 <br /> Jamb ft 3.0 <br /> 42.0 t't= 4.5 ksi <br /> 38.3 Fy= 60 ksi Wall Pilaster <br /> �32_G t(in)= 8.00 t(in)= 8.0 <br /> width X height(ft) ; Rebar Size= _5_ Width(in)= 36.0 <br /> 12,00 14.00_ � � width X height(ft) Spacing(in)= 11 � Recess(in)= <br /> . Center/ <br /> I 0, <br /> '_00 -0•u0 Center/EF= Center Rebar Size= 6?_ <br /> Number= + <br /> sill(ft) Reveal= 0.00 Center/EF= Ea Face <br /> _sill ft. i 0.0 cover OS(in)= 1.25 <br /> M0.0� i.._._...._._ dinward= 4 6.375 <br /> f ._._._...._ <br /> cover 15(in)_ 2„ <br /> -5.0 d outward= 4 5.625 <br /> DL RII FILL SL WL Eccin** Elevft <br /> Point load P*Ibs= 0 Q Q Q 00 0 <br /> 'see Wall Setup tab for typical wall loads w1a pt loads�+� <br /> **from inside fate of wall(pos in) <br /> LOADS Wall(psf) Cipn'(Psf) <br /> Seismic SD5 1.00 _ Fp=.4*SDS*re*W 0.4"tN �. 38:66667 a � <br /> le*= 1.00 ..i Fp=0.10*W(min) 0.1*w <br /> *1.0,1-25,1.5 Fp=1.2"SDS*fe`W(parapet) 1.2*W 116.0 <br /> Wind Speed mph= i 110 1 Discontinuity(yln) i Na <br /> "a= — 1 Encolsed/open Enclosed �7 <br /> =xp MCA { B ! Tapo Factor= 1 <br /> Mean Roof Ht= 38.30 _. Area= 489 <br /> Wall(psf USD) Parapet(psf USD) <br /> inward 20.5 Inward 59.8 <br /> Outward 22.8 Outward 35.o <br /> Wall Vertieal--ASD WL&EQ are LRFD**pos down Total Horiz(plf LRFD) <br /> Tel(ft) DL RLL FLL SL*** WL Ecc(in)* Elev WL EQ 1) <br /> Added wall UVt(psf) 0 i 1)EQ load will be mutt by seis <br /> Opening Weight 10 i coef for wan <br /> Ledger Roof(psf) ; 12.5 15 0 4 25 0 3 i 35.30 <br /> Ledger Mezz(pA 0 e 0 s 0 ! 0 0 0 D 0 g 0— ( <br /> Concentric(plf) 0 ( 0 0 <br /> Canopy(psf) 0 0 0 0 0 0 <br /> Measured from inside face of wall Pos is inward <br /> *`Right pos,down pos fl= 0_5 <br /> •�' `r�o ( Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/28/2022 6:24 PM <br />