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V1•8 Engineers NW Inc PS 3/28/2022 <br /> 972S Third Ave NE <br /> Seattle WA 98115 <br /> 2018 IBC <br /> 'BdILer Vi bet4v.9x1r?s <br /> ACI 6.7.1 2nd Order Analysis Opening Design r e$, <br /> Trib ft. 13.50 <br /> Jamb ft a.5 <br /> 42.0 f'c= 4.5 ksi <br /> .—.--_ ----- 35.3 Fy= 60ksi Wall Pilaster <br /> P._.r._._._. _.. <br /> 32-0 t{ir}= 8.00 t{inJ <br /> width X height(ft) ' <br /> - �---- ---_=. <br /> E Reba Size= 5 Width(in)= <br /> 9.00 i 10.00 i width X height(ft) Spacing(in)_ ?1 Recess(in.)_ , <br /> ��-9.00— 10.00 Center/EF= Center Reba Size= 5 <br /> Number= 5 <br /> sill{ft)Sill ft. Reveal= 0.00 Center/EF <br /> `—...�. = ca Face <br /> .�� <br /> 0.0 cover OS(in)= 1.25 <br /> ____...._ d inward= 4_...._._._.—._ 6-375 <br /> F 3 <br /> cover IS(in)=! 2 <br /> -5.0 d outward= 4 5.625 <br /> DL Rif FILL SL WL Eccin** Elevft <br /> 0 0 <br /> Point loam P*Ibs= 0 <br /> 0 0 0 I 0 <br /> `see Wall Setup tab for typical wall loads w/o pt loads <br /> `*from inside face of wall(pas in) <br /> LOADS _ wall(psf) apng(psf) <br /> Seismic SUS= 1.00 Fp=.4'SDS'Ie*W rA*W 38.W67 4 <br /> Ie`_ 1.00 Fp=0.10*w(min) <br /> '1.0,1.25,1.5 Fp=1.2*SDS'le*w(parapet) 1.2*W 116.0 <br /> Wind Speed mph= 110�+1 Discontinuity(Y/n) No <br /> iw= !� 1 I Encolsed/open jEnclosed <br /> s <br /> Exp(B,C,D) iB _l Topo Factor= � �- <br /> Mean Roof Ht= 38.30 Area= 489 <br /> Wall(psf USD) Parapet(psf USD) <br /> Inward 20.S Inward <br /> Outward 22.E OutwardLIH <br /> Wall Vertical--A.SD WL&ECG are LRFD**pas down Total:Horiz(p(f LRFO) <br /> Trib(ft) 4DL RILL FILL SL*** WL Ecc(in)* Elev WL EQ 1) <br /> Added wall Wt{psf} r� 0� I)E)load vfFu be mtx1,by leis <br /> Opening g Weight <br /> I. 10 �. coef for wall <br /> Ledger Roof(psf} 29.6 1 15 0 0 25 0 3 33.30 f <br /> Ledger Mezz(psf) j 0 C 0 <br /> . I 0 0 0 �_.__.Q i 0 j 0 <br /> Concentric(plf) �! 0 0 0 0 0 <br /> Canopy(psf) 0 0 0 0 0 0 <br /> Measured from inside face of waif pos is inward <br /> «"Right pos,down pas fl= 0.5 <br /> * * r o Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/28/2022 7:37 PM <br />