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V1.8 Engineers NW Inc PS 3/18/2022 <br /> 972S Third Ave NE <br /> Seattle WA 98115r <br /> 2018 IBC yak r View-by 17x6 (Y.2) <br /> ACI 6.7.1 2nd Order Analysis Opening Design <br /> Trib It. 13.20 <br /> Jamb ft 4.7 <br /> 43.0 f'c= 4.5 ksi <br /> _._._...._.-.�. _ _ -._._ _ <br /> P 38.0 Fy= 60ksi Wall Pilaster <br /> . . . <br /> , 32.G t(in)= 9.25 t(in)= 9.3 <br /> _�__-_..___-___ <br /> width X height(ft) Reba Size= 5_ width(in)= 56.Q <br /> 17.G0 24.0G r ; width X height(ft) Spacing(in)_ 11 Recess(in)= 0.Q 1: <br /> 0A0i 0.00 Center/EF= Ea Face Reba Size= 6 <br /> Number= S <br /> sill(ft) Reveal= 0.00 Center f EF= Ea Face <br /> Sill ft_ __0.0 cover 05(in)= 1.25 <br /> r- - - <br /> i 0'0._...__ i-._.-. _--.-•_._._ dinward= 6.938 7.625 <br /> , <br /> cover IS(in)_ 2 J <br /> 0.0 d outward= 7.688 6.975 <br /> DL RII Fi_t_ St WL Ecc in** Elev ft <br /> Point load P*lbs= 0 0 0 0 _0 0 -� 0 <br /> "see Wall Setup tab for typical wall loads wlo pt loads <br /> **from inside face of wall(pas in) <br /> LOADS Wall(psf) Opng(psf) <br /> Seismic 5D5= 1.00 Fp=.4*SDS'le'w 0.4"W 44.70933 28 <br /> le`=1 1.00 Fp=0.101W(min) 0A*W <br /> 1.0,1.25,1.5 Fp=12*SDS`le'W(parapet) 1.2'W 134.1 <br /> Wind Speed mph= _ 110 Discontinuity(y/n) No ' <br /> Iw= i 41 i Encolsed/open Enclosed <br /> Exp(B,C,D) B i Topo Factor= 1 <br /> Mean Roof Ht= _38.00 Area= 481 <br /> Wail(psf USD) Parapet(psf USD) <br /> Inward 20.5 Inward 60.2 <br /> Outward 22.8 Outward 35.0 <br /> Wall Vertical-ASO 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 1)EQloadwill be mutt byseis <br /> Opening Weight i 70 1 coef for wall <br /> Ledger Roof(psf)p 29.6 is I 0 0 ; 25 0 i 2.5 38.00 <br /> �_._...__._.�.�- <br /> Ledger Mezz{psf) f q 07 0 1 ^0 0.._. 0 i 0� o t�a_. .� o <br /> Concentric(plf) f I 0 0 + 0 T�. 0 l 0 f <br /> Canopy(psf) 0 10 0 1 0 0 0 <br /> "Measured from inside face of wall Pos is inward <br /> _r '*Right pos,down pos f1= 0.5 <br /> No Saw toothed roof or similar? f2= 0.2 <br /> Slender Concrete Wall <br /> 3/18/2022 11.D6 AM <br />