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LAT-5pg.: <br />fedcbaWall:3Line: <br />0.000.000.000.007.334.00ft total ->11.33L,wall: <br />T1R*22/2lbs = 1333 V,w = <br />lbs1333= <br />lbs1258V,s(f) = <br />#1Type0.001e,n =lb/nail55.5plf -->111.0plf v,s =118v,wall = <br />in o/c48A35'sft28.75L,top plt = <br />Use LS50'sAlt:plf46v,top plt = <br />Std Plate Splice Drag:+v,top plt*21.5lbs =997Drag = <br />HldnFdtnft4.00Wall 1: <br />* OK *2.00h/w =ft8.00Ht = <br />total25/8 inAB's:lbs944P =ft-lbs3776OTM = <br />HDU2 Holddowns2/3*(Roof DL*1.33+15*8)*L,wall^2/2ft-lbs =753RM = <br />OK at corner conditionlbs756Uplift = <br />HldnFdtnft7.33Wall 2: <br />* OK *1.09h/w =ft8.00Ht = <br />in o/c725/8 inAB's:lbs944P =ft-lbs6920OTM = <br />HDU2 Holddowns2/3*(Roof DL*4.33/2+15*8)*L,wall^2/2ft-lbs =2770RM = <br />OK at corner conditionlbs566Uplift = <br />REVISED 5/2/23 <br />fedcbaWall:4Line: <br />0.000.000.000.000.008.00ft total ->8.00L,wall: <br />L1R*22/2lbs = 1333 V,w = <br />lbs1333= <br />lbs 983V,s(f) = <br />#1Type0.000e,n =lb/nail20.5plf -->122.9plf v,s =167v,wall = <br />in o/c48A35'sft21.83L,top plt = <br />Use LS50'sAlt:plf61v,top plt = <br />Std Plate Splice Drag:+v,top plt*13lbs =794Drag = <br />HldnFdtnft8.00Wall 1: <br />* OK *1.00h/w =ft8.00Ht = <br />in o/c725/8 inAB's:lbs1336P =ft-lbs10688OTM = <br />HDU2 Holddowns2/3*(Roof DL*1.33+15*8)*L,wall^2/2ft-lbs =3014RM = <br />OK at corner conditionlbs959Uplift = <br />PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - <br />10111276012/11/2023