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sheet no.:A3Ehab Elias, P.E.Project:906 S Virlee2.40psfMbal= ((0.6-0.14SDS)xDL) X L^2/2Wall NO.Lw Total (ft)HW (FT)Trib. Area (sf)V (pounds)Add'l ShearV/L (plf)**Wall Type Smallest DL (plf)OTM (ft-lbs)Mbal (ft-lbs)Uplift (lbs)Simpson Holdown11694301032255A81001836014442114HDU221694301032255A81001836014442114HDU331694301032255A81001836014442114HDU2WIND: 8467/2=4233/12=353plfOTM=OTM=353 plf x8' x 9' = 25416RM=RM=19psf x 9' x 8' x 8/2 = 5472T&C=T&C=25416-(0.6*5472)/8'1535.4A1296401536128A410046083611062HDU2B1296401536128A410046083611062HDU2WIND: 4,665/2= 2332/12 194 plfOTM= 346 plf x4' x 9' = 6984RM= 19psf x 9' x 4' x 4/2 = 1368T&C= 9849-(0.6*1368)/4' 925.2 lbsWall typeCapaciy (plf) Capacity (lbs)1 260 HDU2 23062 380 Wall A,B,1,2&3 HDU4 34243 490 HDU5 4234*Capacities have been reduce by 25%8d at 6" o.c.8d at 4" o.c.8d at 3" o.c.DESIGN LATERAL FORCES ON SHEAR WALLSRoof Diaphragm Shear= 2.4psf X 1.0=Nailing Simpson Hold Down906 S Virlee St & #2 -10111904212/9/2024