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15/32" Structural I PLW.DESIGN OF SHEAR WALL AND HOLD-DOWN <br />P164 <br />r =1.3 SDS =1.034 <br />N-S Direction - Roof <br /> SL Vs n H L Mo MR T <br />Total Design Unit <br />S.wall Seismic Shear <br />Length Force Force Floor Wall Floor Wall <br />(ft)(kips)(lb/ft)(lb/ft)(ft)(ft)(ft.kip)(ft.kip)(lbs)(lbs) <br />8.1 0.932 147 A 340 12.40 3.30 186.0 4.71 0.455 0.46 YES 1672 HDU4 3424 0.78 OK <br />124 A 340 12.40 4.80 186.0 6.84 0.455 0.98 YES 1590 HDU4 3424 0.93 OK <br /> <br />18.0 1.677 93 A 340 10.00 8.50 150.0 7.92 0.455 2.47 YES 834 HDU2 2306 1.00 OK <br />93 A 340 10.00 9.50 150.0 8.85 0.455 3.08 YES 789 HDU2 2306 1.00 OK <br /> <br />30.50 2.270 74 A 340 12.40 30.50 186.0 28.15 0.455 39.38 NO -479 HDU2 2306 1.00 OK <br /> <br /> <br />E-W Direction - Roof <br /> SL Vs n H L Mo MR T <br />Total Design Unit <br />S.wall Seismic Shear <br />Length Force Force Floor Wall Floor Wall <br />(ft)(kips)(lb/ft)(lb/ft)(ft)(ft)(ft.kip)(ft.kip)(lbs)(lbs) <br />18.4 3.422 186 A 340 12.20 11.20 183.0 25.41 0.455 5.22 YES 2343 HDU5 4233 1.00 OK <br />186 A 340 8.00 7.20 120.0 10.71 0.455 1.42 YES 1678 HDU4 3424 1.00 OK <br /> <br /> <br /> <br />33.5 2.898 87 A 340 8.00 8.20 150.0 5.67 0.455 2.30 YES 536 HDU2 2306 1.00 OK <br />87 A 340 8.00 5.30 151.0 3.67 0.455 0.97 YES 663 HDU2 2306 1.00 OK <br />87 A 340 12.20 20.00 152.0 21.11 0.455 13.84 YES 473 HDU2 2306 1.00 OK <br />(lb/ft)(lb/ft) <br />Grid <br />Line <br />From AboveAllow. Unit <br />Shear Force From CurrentWall <br />Length <br />H <br />C+D <br />(lb/ft) <br />Job Number : <br />Wall <br />height <br />ROOF <br />Dead Load <br />(lb/ft) <br />Grid <br />Line <br />Allow. Unit <br />Shear Force From CurrentWall <br />Length <br />Shear Wall <br />Type <br />Resisting <br />Moment <br />8 <br />6 <br />Dead Load <br />Resisting <br />Moment <br />Type of <br />Simpson <br />Hold Down <br />Ho <br />l <br />d <br /> <br />D <br />o <br />w <br />n <br /> <br />Re <br />q <br />u <br />i <br />r <br />e <br />d <br /> <br />? <br />Ho <br />l <br />d <br /> <br />D <br />o <br />w <br />n <br /> <br />Re <br />q <br />u <br />i <br />r <br />e <br />d <br /> <br />? <br />Tiedown <br />Forces <br />Wall <br />height <br />Shear Wall <br />Type <br />3 <br />Over - <br />Tunning <br />Moment <br />Over - <br />Tunning <br />Moment <br />De <br />a <br />d <br /> <br />L <br />o <br />a <br />d <br /> <br />Re <br />d <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br />Fa <br />c <br />t <br />o <br />r <br /> <br />De <br />a <br />d <br /> <br />L <br />o <br />a <br />d <br /> <br />Re <br />d <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br />Fa <br />c <br />t <br />o <br />r <br /> <br />From Above <br />Tiedown <br />Forces <br />Type of <br />Simpson <br />Hold Down Ti <br />e <br />d <br />o <br />w <br />n <br /> <br />Ca <br />p <br />a <br />c <br />i <br />t <br />y <br /> <br />Ti <br />e <br />d <br />o <br />w <br />n <br /> <br />Ca <br />p <br />a <br />c <br />i <br />t <br />y <br /> <br />In <br />c <br />r <br />e <br />a <br />s <br />e <br /> <br />Fa <br />c <br />t <br />o <br />r <br /> <br />p <br />e <br />r <br /> <br />ND <br />S <br /> <br />T <br /> <br />4 <br />. <br />3 <br />. <br />4 <br />In <br />c <br />r <br />e <br />a <br />s <br />e <br /> <br />Fa <br />c <br />t <br />o <br />r <br /> <br />p <br />e <br />r <br /> <br />ND <br />S <br /> <br />T <br /> <br />4 <br />. <br />3 <br />. <br />4 <br />REMARKS <br />REMARKS <br />8/21/2025 0:45 <br />Page 7 of 8 <br />Page 24