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GANEZ <br />�m upper)= 415116 31781b <br />�m maln�= 6181 Ib 7.5691b <br />�m lower)= O lb 11321h <br />£ (Wind) = 70,332 Ib E (Smc) = 6,8791b <br />L(lot) = 70.5 ft <br />v= 2B9 PLF <br />IBC 2306.4.1 � <br />OVERTURNING <br />1 P� <br />SDA Job# 3088 � 6 <br />Floor Info <br />i enter 31or upper, 2 for main or 1 for lower floor <br />1 enter 1 tor n�h4lefl. or 0 for fron4rear walls <br />0 Enlei 1 for wnd or 0 for Seismic <br />0.93 z 380 = 353 PLF -:- USE Q <br />289 PLF Height of shear wall = <br />Lenglh ol shear wall = <br />P� Asped Ratio OK <br />Tributary Area Npper Floor) <br />13.33 suDAiaph.length <br />31.0 total length <br />Tributa Nea �`Aain Floor) <br />13.33 subdl2 �h.:ength <br />31.0 lotalh:nglh <br />7dbuta Nea'LowefFloor) <br />1 subtliaph.iength <br />2.0 totallerigth <br />9.0 h Weight of shear vrall = 10 Ib <br />70.50 fl Tnbutary witllh for Aeatl �oad (P,) = 6.5 fl <br />Lenglh of adjolning wall (Pz) = 4.5 fl <br />9 � Pt = 0.85 (fi.5 x 10.5) x 72 +�( 9.Oz 10.5)j 10 = 14991b <br />Px= (4.5 ! 10.5) x( 1499 I= 64JIb <br />T=C = j 289 x 9.0 ]•( 1499 x.5 J- j 643� = 1211 Ib <br />170.5 I Tota� _(�oor above) +(this floor) = 2086 + 1211 = 32971b PHD2-SOS3 <br />T C� USE SIMPSON DESIGNED HOL�OWN: STHD74RJ <br />LOWER FRONT S1IEARWALL Flocr Info <br />�m upper)= 23731b 3178Ib �enler 3 for upper. 2 for maln or 1(or lower floor <br />;m main)= 36351b 2569 Ib 0 enter 1 for nghFleft, or 0 for front-rear walls <br />�m tower)= 17941b 1132 Ib 1 Enter 1 for Wind or 0 for Seismic <br />E (Wind) = 7.8021b 8 (Srtic) = 6,6791b <br />L(lol) = 22.5 fl <br />v = 155 PLF <br />IBC 2306.4.1 -C 1.4 x 0.93 x 260 = 339 PLF -C USE Q1 <br />OVERTURNING <br />x <br />155 PLF Heighl of shear wall = 9.0 ;i Weight of shear �vall = <br />Lenglh of shear wall = 375 tl Tributary witllh (or deatl load (P�) = <br />Pt Aspec! katio OK Length of adJolning wall (Pz) = <br />9 � Pt = 0.67 (7.0 x 3.B) x 12 +�( 9,Ox 3.N)J 10 = 4351G <br />Px= (4.5 / 3.8) x( 435 )= 5221b <br />T=C = j 155 x 9.0 �- j 435 x.5 j• j 522j = 6531b <br />Tnbutary Area (Upper Floor) <br />13.33 subaiaph.length <br />31.0 total lenglh <br />Tnbuta Area (Main Floor) <br />13.33 subdiaph.length <br />31A total length <br />Tributa Area (Lower Floar) <br />1 subtllaph.length <br />2.0 Iotallenglh <br />io i5 <br />7.0 R <br />4.5 fl <br />13.75 I lbtal =(Aoor above) +(ihis floorl = 448 � 653 = 1701 ib <br />T C� USE SIMPSON DESIGNED HOLDOWN STHDBRJ <br />