Laserfiche WebLink
LAT-4pg.:Roof Level <br />fedcbaWall:1Line: <br />0.000.000.000.004.008.00ft total ->12.00L,wall: <br />L1R*11+L2R*7lbs = 1545 V,w = <br />lbs1545= <br />lbs1526V,s(f) = <br />#1Type0.000e,n =lb/nail42.4plf -->127.2plf v,s =129v,wall = <br />in o/c48A35'sft20.67L,top plt = <br />Use LS50'sAlt:plf68v,top plt = <br />Std Plate Splice Drag:v,top plt*11.5lbs =782Drag = <br />HldnFdtnft8.00Wall 1: <br />* OK *1.00h/w =ft8.00Ht = <br />in o/c725/8 inAB's:lbs1032P =ft-lbs8256OTM = <br />HDU2 Holddowns2/3*(Roof DL*21.5/2+15*8)*L,wall^2/2ft-lbs =6229RM = <br />OK at corner conditionlbs253Uplift = <br />fedcbaWall:2Line: <br />0.000.000.004.004.004.00ft total ->12.00L,wall: <br />T1R*22/2lbs = 1333 V,w = <br />lbs1333= <br />lbs1258V,s(f) = <br />#1Type0.001e,n =lb/nail52.4plf -->104.8plf v,s =111v,wall = <br />in o/c48A35'sft28.75L,top plt = <br />Use LS50'sAlt:plf46v,top plt = <br />Std Plate Splice Drag:v,top plt*7.5lbs =348Drag = <br />HldnFdtnft4.00Wall 1: <br />* OK *2.00h/w =ft8.00Ht = <br />total25/8 inAB's:lbs888P =ft-lbs3552OTM = <br />HDU2 Holddowns2/3*(Roof DL*3/2+15*8)*L,wall^2/2ft-lbs =768RM = <br />OK at corner conditionlbs696Uplift = <br />HldnFdtnft4.00Wall 2: <br />* OK *2.00h/w =ft8.00Ht = <br />total25/8 inAB's:lbs888P =ft-lbs3552OTM = <br />HDU2 Holddowns2/3*(Roof DL*10/2+15*8)*L,wall^2/2ft-lbs =1067RM = <br />OK at corner conditionlbs621Uplift = <br />PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - <br />10111276012/11/2023