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148 PLF ROOF+WALL <br /> 2560 LBS ASD <br /> 4267 LBS LRFD <br /> v <br /> M <br /> u <br /> O <br /> w <br /> H <br /> U <br /> W <br /> a <br /> Q <br /> 10'-01. <br /> Table 4.3.4 Maximum Shear Wall Aspect <br /> NORTH ELEVATION Ratios <br /> Shear Wall Maximum <br /> ASD Sheathing Type h/b,Ratio <br /> MAX UPLIFT:[0.6*(148PLF*10')*(10'/2)-2560LB NORTH ELEVATION Wood structural panels,unblocked 2:1 <br /> MAX COMP:[(148PLF*10')*(1072)+2560LBS*8.5']/10'=2916 LBS Wood structural panels,blocked 3.5:1 <br /> Particleboard,blocked 2:1 <br /> Diagonal sheathing,conventional 2:1 <br /> LRFD MAX UPLIFT: 0.9* 148PLF*10'* 1072 -4267LBS*8.5' /10'=-2961 LBS Gypsum cement <br /> plaster <br /> 2:1' <br /> [ ( ) ( ) ] Portland cement plaster 2:1 <br /> Stnictural Fiberboard 3.5:1 <br /> 1 Walls having aspect ratios exceeding 1.5:1 shall be blocked shear walls. <br /> 338 PLF ROOF+WALL <br /> 3108 LBS ASD <br /> 5179 LRFD <br /> M <br /> I I <br /> O <br /> CO Q <br /> ; <br /> W <br /> 6 � <br /> U <br /> u1 <br /> a <br /> a to <br /> o' <br /> CN <br /> 01 <br /> 2'-9" <br /> n WIDTH OF SHEAR WALL <br /> 8'-4" <br /> U <br /> U1 <br /> O <br /> a` <br /> WEST ELEVATION <br /> U <br /> 2 ASD <br /> o MAX UPLIFT:[0.6*(338PLF*8.33')*(8.33'/2)-3108LBS*85]/8.333'=-2326 LBS <br /> co MAX COMP:[(338PLF*8.33')*(8.33'/2)+3108LBS*8.5']/8.333'=4578 LBS <br /> 11 <br /> LL <br /> Y LRFD <br /> MAX UPLIFT:[0.9*(338PLF*8.33')*(8.33'/2)-5179LBS*85]/8.333'=-4017 LBS <br /> E <br /> o ATTENDANT BUILDING WIND LOADS PROJECT NO. <br /> a ° 1601 Fifth Avenue,Suite 1300 WALLS (ASD) 2100176 <br /> N wattle,WA 98101 PORT OF EVERETT DATE <br /> M 206.6382.0600 SKETCH NO. <br /> NkPff <br /> kpff.com CENTRAL MARINA FUEL DOCK BY <br /> ° NAP <br /> N U <br />