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G,qNEZ � April 10, 2005 j SDA Job# 3088 � 4 <br />�m uppc�r)= 23731b 3178 Ib <br />�m main)= O lb O lb <br />im lower)= O lb O lb <br />£ �nd) = 2.3731b L (Smc) = 3,170Ib <br />L(lot) = 35 ft <br />v = 45 PLF <br />IBC 2306.4.7 -� <br />OVERTURNING <br />Px <br />Floor�nfo <br />3 enler 3 for upper, l or main or 1 for lower floor <br />0 enter 1 for nghbV:fl, or 0 for Uont-rear walis <br />0 Enter 1 for Wind or 0 fo' Seismic <br />0.93 x 260 = 242 P:F --► USE Q <br />Trihutary Area (UODer Fioor) <br />t subdiaph.lengih <br />2.0 Iotallen9th <br />Trihuta Area (Main Floor) <br />1 subdiaph.length <br />2.0 tolallength <br />Tributa Area (Lower Floor) <br />0 subdiaph.Iength <br />2.0 totallengih <br />45 PLF H>ight ol �hear wall = B.0 ft Weight ot shearwall = 101b <br />Lengih of shearwall = 8.50 fl Tributary width (or dead load (P,) = 4.0 ft <br />P� Asped Ratio OK Length of adjoining wall (P� = 4.0 fl <br />8 � P1 = 0.05 (4.0 z 8.5) x 15 *[( B.Ox 8.5)J 10 = 1012 I� <br />Pi= (4.0 / 8.5) x( 1012 )= 4761b <br />T=C=[ 45 z 8.0 J-( 1072 x.5 )• j 476]= -6191b <br />1 8.5 j Total= (poorabove)+(thisfloor)=�0 � •619 = -61g1b PHD_?'S�S3 <br />T C NO HOLDOWNS REQUIRED OK <br />MAINL[Ff SHEARWALL Floorinfo <br />�m upper)= 4157 I� 3178 Ib 2 enter 3 for upper, 2 for main or 1 Cor lower floor <br />�o�.n main)= 6181 Ib 25691b 1 enter 7 for righ4lefi, or 0 for front-rear walls <br />�om lower)= O lb O lb 7 Enler t for Wind or 0 far Seismic <br />�(Vfnd) = 10.332 Ib 8(Smc) = 5,7471b <br />L(tol) = 9.75 ft <br />v = 530 PLF <br />IBC 2306.4.1 -: 1.4 x 0.93 x 460 = 599 PLF -► USE 3 <br />OVERTURNING <br />x <br />530 PLF Height of shear wall = 9.0 fl Weighl of shear wal� _ <br />Lenglh of shear wall = 9.75 fi Tributary width for deatl load (P�) _ <br />Pi Aspect Ralio OK Length o( adjoining wall (P� _ <br />9 � Pt = 0.67 (2.5 z 9.8) x 12 +j( 9.Ox 9 8)J 70 = 7B0 Ib <br />P2= (4.5 I 9.8� x( 780 )= 36DIb <br />T=C = � 530 x 9.0 ]-[ 780 x.5 ]-[ 3fi0J = 401�J Ib <br />Tnbutary.Grea (UpDer Floor) <br />t subtliaph.length <br />2.0 totallength <br />Tnbuta Area (Main Floor) <br />1 subdiaph.length <br />29 lotallenglh <br />Tributa Area (Lower Floor) <br />0 subdiapn.length <br />2.0 totallength <br />�o io <br />2.5 ft <br />4.5 fl <br />1975 j Tolal =(Iloor above) + phis flood = z15 + q019 = 4234 Ib <br />T C USE SIMPSON DESIGNED HOLDOWN: MST60 <br />MAINRIGHT SHEARWALL Floorinfo <br />�m upper)= A751 Ib 3178 Ib �enter 3 for upper. 2 for main or 7 for lower Iloor <br />�m main)= 6781 Ib 2569 Ib 7 enter 1 for ngh4lelt, or 0 for fron4rear walls <br />>m lower)= O lb O lb 1 Enter 1(or Wind or O lor Seismic <br />£ (Wind) = 10,332 Ih E (Smc) = 5,7471b <br />L(tot) = 79.5 fl <br />t�= 265 PLF <br />IBC 2306.4.1 -i 1.4 x 0.93 x 260 = 339 PLF -► USE 1 <br />OVERTURNINC. <br />1 P� <br />265 PLF He.lght of shear wall = 9.0 tt Weight of shear wall = <br />Length of shear wall = 4.58 it Tributary width for tlead load (P,) _ <br />p� Aspecl Ratlo OK Length of 3tlJoining wall (P� _ <br />9 � P i= 0.67 (2.5 x 4.6) x 12 +(( 9.Oz 4.6)� � 70 = 366 Ib <br />Pz= (4.5 I 4.ti) x( 366.4 )= 3601b <br />T=C=� 265 x 9.0 ]-[ 366 z.5 J- j 360J= 18411b <br />Tributarv Area (UDDer Floor) <br />1 subdiaph.length <br />2.0 lolallenglh <br />Tributa Area (Main Floor) <br />1 subdiaph.IengtA <br />2.0 lotailenglh <br />Tributa Area (Lower Floor) <br />0 subdiaph.lengih <br />2.0 totallengih <br />101b <br />2.5 fl <br />4.5 ft <br />14.58 j Tolal =(Aoor above) +(this floorl= 245 + 1841 = 2086 Ib <br />T C USE SIMPSON DESIGNE� HOLDOWN: MST48 <br />