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<br />. SUM MAR Y <br /> <br />o F <br /> <br />H U R R I CAN E <br /> <br />A N C H 0 R <br /> <br />A N A L Y S I S <br /> <br />All values of forces are ln pounds. Resistances have been increased for wind. <br />End zone width = 6 feet <br />Code: C Compliance N = Non-compliance <br /> <br />Simpson hurricane anchors <br /> <br />Truss 1 --Gable roof--Span 22 feet, at 24 inches oc--in interior zone: <br />Uplift = 649 Dead = 215 Net = 434 Model H3, Resistance = 460 C <br />Model H3--18 gauge anchor, 4--8d nails to truss, 4--8d nails to plate <br /> <br />Truss 2 --Gable roof--Span 22 feet, at 24 inches oc--in end zone: <br />Uplift = 943 Dead = 215 Net = 728 Model 2--H2.5, Resistance = 830 C <br />2--Model H2.5--18 gauge anchor, 5--8d to truss, 5--8d to plate (each) <br />