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Pu�N 3�? 8 <br />- CODISPOTI CON� ANY CONSULTING {� q6-o67 <br />Post OFF�ce Box 2455 �� _ � �� <br />Klrkland, WA 98U83-2455 '"�T MO• <br />Phone= (206) 488-6006 er MK' DA� Zv <br />�p DATE <br />LATERAL ANALYSIS AND DESIGN <br />pesign a wood framed single family rcsidence for the requirements of 1994 UBC Chapter 16, <br />Division II - Wind Design and Division III - Earthquake Design. <br />WIND LOADING <br />Wind Facposure "C"; Method 2 projxced area ro 40'(mazJ; 80 MPH basic wied speed: <br />P= Ce Cq Qs I=(1.06x1.3)(16.4 ps�(1) = 22.6 psf ( 0' - 15') = 24.1 psf (IS' -?A') <br />= 26.2 psf (25' - 30') _ �7.9 pef (30' - 40') <br />= 25.4 psf (20' - 25') <br />Trancverse Direction Base Shear <br />� �/rp.r,�s �.��� ��4-�')I Cs')Cu.z� FC3�CzS•4) + C2�)iz54)r (z�C�g•�� f�z/ �s1.G) f�9�(z''� <br />L <br />=C9-g��C2o7 t 2rG t ao3, = Cf9'j�6ac'P�-J =�o�oSofi <br />Longitudinal Direction Base Shear <br />I � �3e. �� ] �30.5�� ay,5 J�2iC� �/- �3y.SJ�2o3� <br />`lGonrc wi� o S � '/ � z <br />= 6�/o f 7560 f�0 j,o = Zl, g�70 � <br />SEISMIC LOADING <br />Zone 3; C= 2.75; Rw = 8(far wood sheathed walls) <br />V= W(Z I C/ Rw) = 0.103 W(for wood sheathed walls) <br />� � �e.�f ; ��soo)C Z¢) = 36, o � <br />�P�en < �iv6�� (�) � /o, g !� <br />,NN � �/b4o) (ie� � /8.9 r <br />I �P w�S% (z,o�(a)c��� � /6,8k <br />� MN ���s : �z�� C�I l�a) - I� zk <br />= 6 (for GRB) <br />=0.138W (1'orGWB) <br />�7�- /02 k <br />I3 0. Q�� K W/N� � o�e� s <br />�er� _ �oz�t �b.i?�� _ l4:og� � Zr.Bql� P✓o7�t Oi,�cllonl5. � <br />� M AY I <br />