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SEISMIC @ ROOF LEVEL ON LINE ( B ) <br />Vall 9.89 psf= <br />VS Vall 24 ft29.5 ft <br />2 <br />27 ft8 ft <br />2 <br />+ <br />:=VS 4569.2 lb=- - CONTROLS - - <br /> WIND <br /> Tributary Width <br /> Between Supports Zone A (wall) Zone D (roof) <br />PsA 16 psf=Hw 17 ft=PsD 8 psf=Hr 0 ft=W 29.5ft 8ft+:= <br />VW PsA <br />Hw <br />2 <br /> <br />PsD Hr( )+ <br /> <br />W <br />2 <br /> <br />:=VW 2550 lb= <br /> SHEARWALL DESIGN Lw 8ft 4ft+:=Lw 12 ft= <br />VS 4569.2 lb= Seismic Controls <br />υs <br />VS <br />Lw <br />:=υs 380.77 lb <br />ft=< 410 lb/ft USE S.W. = 3 <br /> OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.03= <br />OTM υs( )Lmin( )H( ):=OTM 12184.48 lb ft= <br />Wall <br />RM 12psf H( ) <br />Lmin( )2 <br />2:=RM 768 lb ft= <br />USE SIMPSON "HDU4" <br />HOLDOWNT <br />OTM 0.9 0.2SDS-()RM- <br />Lmin <br />:=T 2912.87 lb= <br /> ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 32" O.C. <br />________________________________________________________________________________________ <br />12/15