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Im ression - Vince Decker Ma 22, 2008 SDA Job# 3533 <br /> U/FL FRONT SHEARWALL 1 enter 1 for upper Boor w 0 for maln floor <br /> V(from upper)= 4380 Ib 288416 T�� a°e( <br /> V(Bom mein)= 0 Ib 0 enter 1 Por righNeR,a 0 for front-rear waps <br /> O lb 10.5 Totel Length of SManvslla � wbdle� <br /> S(Wind)= 4380Ib T.(Sme)= pgg,�Ib 2•OWtellei <br /> v= 209 PLF 138 PLF <br /> Tribula Hroa( � <br /> ro <br /> HeipM of ahear wall= 7.011 Welght o(shear wel1= ' 0 eubdia� � <br /> Langthofahearwall= �J;2501t TdbWry��hfordeadload(p�)= � ,90R � 1A1o411a <br /> Aspect Ratic OK � <br /> Lenpth of adJoining well(P�)= 4.0 fl <br /> WIND IOADING <br /> IBC 2308.4.1 —► 1.4 x 0.93 x 280= 339 PLF <br /> OVERTURNING —+ USE Qj <br /> P: ' <br /> � j2 PLF Pi= 0.67 (3.0 x 2.5)x 72 +I( 7.Ox 2.511 10= 153 Ib <br /> � P2 _ �4.0 / 2.5) x ( 753 ) = 2441b <br /> P, T_�=� 2� X �.o <br /> 1-I 153 x.5 1- [ 244]= 1139 Ib <br /> Total- upper+bwer = <br /> 1 2.5 I , '07: + 1139 = 11391b <br /> T C � <br /> USE SIMPSON DESIGN HOLDOWNS MST; <br /> SEISMIC LOADING <br /> IBC 2306:4.7 —► (�) x 0.93 z 260= 173 PLF <br /> OVERTURNING —� USE Q <br /> �PLF Pt= 0.85 (3.0 x 2.5)z 15 +�� 7.Ox 2.5)1 10= 244 Ib <br /> P2= (4.0 / 2.5) z ( 244 ) = 3911b <br /> � j P, l T_�=� ,� x �.o _ <br /> J'[ 244 x.5 j' [ 391]= 4511b <br /> 12.5 Tofal= upper+lower = ; Ok' + 457 = 4571b <br /> 7 C • NO HOLDOWNS REDUIRED <br /> OK <br /> � <br /> t��.�)�'!�� � <br /> W`�t����.\4�S�C\�.� . <br /> � �\ � � <br /> � ' i�. � _� �: <br /> . .� ., ��d.` :;: <br /> � �l�"i / <br /> /ic ' <br /> � .`�.,'�.r.-���Npt��t r. <br /> ,��).� .._.. � ``. J' <br /> . �.� ��� <br /> _JAN (1'� am�- <br /> ._ __ __--- '�l� <br /> � <br />