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V18 Engineers NW Inc PS 3/17/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 <br /> 2018 IBC Baker'-,jew- Dock-h,cr 330 NVW <br /> ACI 6.7.1 2nd Order Analysis Opening Design <br /> Trib ft. 2.49 <br /> Jamb ft 0.8 <br /> 42.0 f'c= 4.5 ks i <br /> i 38.3 Fy= 60 ksi Wall Pilaster <br /> P, 1 <br /> 3 , <br /> 32.0 t(in)= 8,00 t(in)= 8.0 <br /> ---------------- <br /> width X height(ft) ; Reba rSize= 5- Width(in)= 10.0 <br /> 1 3.30 i 7.00 width x height(ftj Spacing(ir)= 11 Recess(in)= 0.0 <br /> �0.00 i 0.00 Center/EF= Center Reba Size= 6 <br /> Number= 1 <br /> sill(ft) Reveal= 0.00 Center/.EF= Ea Fate <br /> sill ft. 0.0 cover 05(in) <br /> 0.0 _... . .._ . ._._._._...._ d inward= 4 6.375 <br /> cover IS(in)= 2 <br /> -5.0 d outward= 4 5.625 <br /> DL RII FLL SL W- Ecc in** Elevft <br /> Point load P*llas= 0 0 0_ 0 1- 0 <br /> 'see Wail Setup tab for typical wail loads w/o pt loads <br /> *'from inside face of wall(pos in) <br /> LOADS _ waillpsflOP08(psf) <br /> Seismic 5Ds 1.00� Fp=.4*SDS*ie*W 0.4'W A.66667 4 <br /> le*_ Fp=0.10"tiv(min) 0.1*W <br /> *1.0.1.25,1.5 Fp=1.2'SDS'le*W(parapet) 1.2*W 116.0 <br /> Wind Speed mph= 110 ; Discontinuity(y(n) �- No <br /> Iw= 1 Encolsed/open Enclosed <br /> Exp(B,C,D) B i Topo 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 35.0 <br /> Wall Vertical--ASD WL&EQ are LRFD**pos down Total Horiz(plf LRFD) <br /> Trib(ft) DL RLL FLL SL*** WL Ecc(in)' Elev WL EQ 1) <br /> Added wall Wt(psf) -�0 I.j EQ load will be mutt by leis <br /> Opening Weight 10 �E coef for wall <br /> Ledger Roof(psf} -- 29.6 iSI 0 l _._0 Y_ 75 _ -^0__ __..3 _38.30 <br /> Ledger Mezz(psf) 0 0 �� o w 0 0 T a 1 0 WD �% 0 0 <br /> Concentric(plf) �rt � 0 � fl "-"-.a a Q <br /> Canopy(psf) 0 10 0 0 0 0 <br /> Meeaured from inside face of wall Pos is inward <br /> *"Right pos,down pos. f1= 0.5 <br /> No i Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/17/2022 6:44 PM <br />