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D"ata entry by: ANDREW JOHNSON Date: 4-25-96 '3Ui'1MARY o F H U R R I CAN E A N C H 0 R DES I G N SEMCo hurricane anchors Member number 1 --Span 36 feet--Iocated in interior zone--Model TAP8 Member number 2 --Span 36 feet--Iocated in end zone-------Model TAP8 Member number 3 --Span 21 feet--Iocated in interior zone--Model TAP8 Member number 4 --Span 21 feet--Iocated in end zone-------Model TAP8 . Member number 5 --Span 9.33 feet--Iocated in interior zone--Model TAP8 Member number 6 --Span 9.33 feet--Iocated in end zone-------Model TAP8 SUM MAR Y o F H U R R I CAN E A N C H 0 R A N A L Y S I S All forces are in pounds. Resistances have been increased 60 percent. End zone width : 8 feet Code: C : Compliance N = Non-compliance SEMCo hurricane anchors Member 1 --Hip roof--Span 36 feet, at 24 inches oc--in interior zone: Uplift = 939 Dead: 440 Net = 499 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 2 --Hip roof--Span 36 feet, at 24 inches oc--in end zone: Uplift = 939 Dead: 440 Net: 499 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 3 --Hip roof--Span 21 feet, at 24 inches oc--in interior zone: Uplift: 597 Dead = 264 Net = 333 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 4 --Hip roof--Span 21 feet, at 24 inches oc--in end zone: Uplift = 597 Dead = 264 Net = 333 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 5 --Porch roof--Span 9.33 feet, at 24 inches oc--in interior zone: Uplift = 436 Dead = 124 Net: 312 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 6 --Porch roof--Span 9.33 feet, at 24 inches oc--in end zone: Uplift = 576 Dead = 124 Net = 452 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss ~f}