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WIND ZONES PINE 423 (II) PROJECT <br /> LATERAL DESIGN <br />PsA 16psf:=Zone A <br />PsD 8psf:=Zone D <br />________________________________________________________________________________________ <br /> SEISMIC @ ROOF LEVEL ON LINE ( A ) <br />Vall 9.89 psf= <br />VS Vall 24 ft29.5 ft <br />2 <br />:=VS 3501.1 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 0ft+:= <br />VW PsA <br />Hw <br />2 <br /> <br />PsD Hr( )+ <br /> <br />W <br />2 <br /> <br />:=VW 2006 lb= <br /> SHEARWALL DESIGN <br />Lw 8ft 0ft+:=Lw 8 ft= <br />VS 3501.1 lb= Seismic controls <br />υs <br />VS <br />Lw <br />:=υs 437.63 lb <br />ft=< 550 lb/ft USE S.W. = 4 <br /> OVERTURNING Lmin 8ft:=H 8ft:=SDS 1.03= <br />OTM υs( )Lmin( )H( ):=OTM 28008.48 lb ft= <br />Wall <br />RM 12psf H( ) <br />Lmin( )2 <br />2:=RM 3072 lb ft= <br />USE SIMPSON "HDU4" <br />HOLDOWNT <br />OTM 0.9 0.2SDS-()RM- <br />Lmin <br />:=T 3234.56 lb= <br /> ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 24" O.C. <br />________________________________________________________________________________________ <br />11/15