7808 BEVERLY BLVD 2025-05-28 - Laserfiche WebLink

Pitzer&Associates, PLLC 23-109 1SL 4GL ESDLR IBC ver18-1.xmcd 411212023 9.0 Shear Wall Design . : Shear Walls First Floor: Wall Line-(1.1) Wall Line-(2.1) Wall Line-(3.1) Wall Line-(4.1) L1.1:= 19•ft L2,1:=36•ft L3.1:=22-ft L4.1:= 19.75,ft Earthquakedist: TW1.1e .192 TW2.1e=•353 TW3.1e=.308 TW4.1e= .147 Wind distribution TW1.1w:= .192 TW2.1w:= .353 TW3.1w:= .308 TW4.1w:= .147 Calculate Vile Er-TW1.1e V2.1e:= Er TW2.1e V3.1e:- Er-TW3.1e V4.1e:= ErTW4.1e Lateral Forces for earthquake: V .le= 1967-lb V2.1e= 3617•Ib V3.1e=3156-lb V . 1 4 1e= 1506•Ib Calculate V1.1w:=Vr.frTW1.1w V2.1w:=Vr.f TW2.1w V3.1W:=Vr.frTW3.1w V4.1w:=Vr.fr•TW4.1w Lateral Forces for wind: V1.1w= 1081-lb V2.1w= 1988-lb v . 31w= 1734-lb V4,1w= 828•Ib Controlsl.l ="Seismic" Controls2.1="Seismic" Controls3.1 ="Seismic" Controls4.1 = "Seismic" VT1.1= 19671b VT2,1=36171b VT3.1=31561b VT4.1 = 15061b VT1.1 VT2.1 VT3.1 VT4.1 Shear per linear v1.1= v21:= v3.1:= v4.1'_ foot L1.1 L2.1 L3.1 L . 4.1 vt.1 = 104.lb v2.1 = 100.lb v3.1 = 143.Ib v4.1=76.Ib ft ft ft ft Shear Walls First Floor: Wall Line-(Al) Wall Line-(B.1) Wall Line-(C.1) Wall Line-(D.1) LA.1:=29•ft Lg.1:=31.5-ft LC.1:= 15-ft LD.1:= 13.5•ft Earthquake distr. TWA.1e:=.154 TW8.1e=.375 TWC.1e:=.346 TWD.le:= .125 Wnddistribution: TWA1w .154 TWB.1w:= .375 TWC.1w:=.346 TWD.lw:=.125 Calculate VA.1e:=Er- WA.1e Vale:=Er•TWB.1e VC.1e:=Er•TWC.1e Vale:=ErTWD.1e Lateral Forces for earthquake: vA.1e= 1578-lb VB-1e=3843-lb VC.1e=3546-lb VD.te= 1281-lb Calculate Vq.1w=Vr.ss-TWA.1w VB.1w:=Vr.ss•TWB.1w VC.1w:=VrssTWC.1w VD.1w:=Vr.ss-TWD.1w Lateral Forces for wind: VA.tw=671lb v 1634-lb v 8.1w= C.1w= 1508•Ib VD,1w=545-lb E-- --- - ControlsAl="Seismic" Controls&1 ="Seismic" Controlsc,t = "Seismic" ControlsD.t ="Seismic" VTA.1 = 15781b VTB.1 =38431b VTC.1 =35461b VTD.1 = 1281 Ib Shear linear VTA.1 VTB.1 VTC.1 VTD.1 per v A.1:= LA 1 v v B.1:- L8.1 C.1 := LC.1 v `D.1 -LD.1 foot lb vA.1=54•ft v6.1= 122•ft vC.1 =236•t vD.1 =95•ft 1 SL Version 18.1 Page 9