5923 3RD DR W 2018-01-02 MF Import

Pitzer & Associates 07-178 2SL IBC ver64.xmcd 411612007 12.0 Overturning Force in the Left to Right Direction OVERTURNING L/R - Second Floor Tributary Area of: Line Width 4enoth Wall Ht Root Roof Atli Floor Floor Atli Uplift Force A.2 wA.2:= 3 it LA.2 = 19.8 it Hmol:= H2 Tr:= 34t Tr1:= 22 ft Tf:= O ft Tf2:= 0-ft [] Overturning Calculations — B.2 wB,2 12-ft LB.2 = 12 ft HmoP= H2 Tr:= Ift T2:= 22 ft Tf:= O-ft Tf2:= 0•ft TA.2 = -806 Ib ❑� Overturnina Calculations C.2 wC.2:=: 0 ft LC,2 = 0 Hmol:= H2 Tr:= O ft T12:= O ft Tf:= O-ft Tf2:= 0 it T6.2 = -912 It, �i Overturning Calculations D.2 0113.2::: 0 ft LD.2 `'I Hmot:= H2 Tr:= 0-ft T12 Oft Tf:= O-ft Tf2:= 0 it TC.2 = 0 (fl Overturning Calculations TD.2 = 0 OVERTURNING L/R - First Floor _ Tributary Area of: Line Width Length WallH Roof Roof Ad* Floor Floor Atli Uplift Force A.1 wp,1 :=: 3.5 f Lp.1 = 16.8 - H not:= H1 Tr Oft Tr2:= 0•ft Tf:= 74t Tf2:=3 ft Overturning Calculations 8.1 wB,1 : 12.5 LB,1 = 12.5 it Hmot:= Hl Tr:= 0-ft Tr2:= 0-ft Tf:= 7-ft ❑� overturning Calculations C.1 wC.1 Oft LC.1 = 0 Hmot:= H1 Tr:= 0-ft Tr2:= Oft Tf:= O ft Di Overturning calculations DA wD.1 := Oft LD,1 = 0 Hmot H1 Tr:= Oft Tr2:= Oft Tf:= O ft ❑� Overturning Calculations Tf2:= 3 it TA_1 = -392 lb Tf2:= O It TBA = -650 lb Tf2:= 0-ft TC,1 = 0 TDA = 0 2SL Version 6.1 Page 12