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V1.8 Engineers NW Inc PS 3/18/2022 <br /> 9725 Third Ave NE <br /> Seattle WA 98115 ( { <br /> 201$ IBC Seattle <br /> View--by 1.2x6(future) i <br /> AC( 6.7.1. 2nd Order Analysis Opening Design <br /> Tr,b ft. 10.50 <br /> Jamb tt 4.s Check Units <br /> i 42.0 f'c= 4.5 ksi <br /> ........ Fy= 60ksi Wall Pilaster <br /> _ 32.0�s t(in)= 9.25 t(in) <br /> width x height(ft) Rebar Size= 5 _ Width(in) <br /> 1.2.00 6.00 width X height(ft) Spacing(in)= 11- Recess(in)= l 0.0 <br /> --- <br /> 0.00 I 0.00 ! Center/EF= Ea Face Rebar Size= 6 <br /> --- <br /> Number= 7 <br /> sill(t) Reveal= 0.00 Center/EF= r a Face <br /> sill ft. 1~0.0 ! cover OS(inJ= 1.25 <br /> 3.0 _.J <br /> .� E,._._ d inward= 6.93$ 7.025 <br /> - - -•-•-----•- <br /> cover lS(in)=U <br /> 0.0 d outward= 7,688 <br /> , <br /> DL Rl) FLL SL W_ Ecc in** _Flev ft <br /> Point load P*lbs= 0 -p - _ <br /> 'see Wall Setup tab for typical wall loads wio pt loads _ <br /> **from inside face Of wail(pos in)����5 Wall(psf)Opng(pst) <br /> Seisrrric 505= 2.00 Fp=.4*5DS*le*W 0.4*w 44.70833 4 <br /> [e"_ 1.00 Fp=0.10'W(min) 0.1"w <br /> "1.0,1.25,1.5 FP=1.2*SDS'le"w(parapet) 1.2'°W 134.1 <br /> Wind Speed mph= 110 ; Discontinuityfy/n) Yes <br /> Iw= _ 1 Encolsed/open Enclosed <br /> Exp(B,C,D) _ B j TopD Factor= 1� <br /> Mean Roof Ht= 33.50 Area= 494. <br /> Walt(psf LISD) Parapet(psf U5.0) <br /> Inward 20,5 Inward <br /> Outtivard 2Z,9 OutwardLiad <br /> Wall Vertical--ASD WL&EQ are LRFD**pos down Total Horir(plf LRFD) <br /> Trib(ft) DL RLL FLL SL*** WL Ecc(in)* Elev WL EQ 1) <br /> Added wall Wt(psf) 0 1)EQ lead will tse must byspi$ <br /> Opening Weight 10 coefforwall <br /> Ledger Roof(psf)! 29.6 15 p-�_0..�)•_._.._� <br /> 25 0 3 38.50 <br /> Ledger Mezz f psf) 0 s 0 1 0 0 0 I 0 0 0 0 0 <br /> _i_ -- <br /> Concer+tric(plf) E 0 ? 0 o_. 0 _ _.._.'._.._.� <br /> Canopy(psf) 0 0 0 0 s 0 0 <br /> Measured from inside face of wall Pas is inv,,ard <br /> Right pos,down pas f1= 05 <br /> No I Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/18/2022 11.26 AM <br />