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Adan� M. Radke, d.b.a. <br />AMfi r���ineering <br />14220 N. Creek Dr., #1927 <br />Mill Creek, WA 98012 <br />(425) 338-0795 <br />Clleflt: Haack E3rothers Consf. <br />13922 87th Ave. NE <br />jEverelt,WA9820F � <br />� (425) 397-7360 <br />i <br />;-- <br />Code 1997 UBC � <br />----- -- --- - ---- - <br />Live Loads: Seismic Zone 3 <br />80 mph Exposure "B' <br />--- --- - -- - � -- -- <br />__ Dead Loads_�Roof dead load: 15 p <br />--�Floor dead load: 12 F <br />--__-. _---- <br />Exterior wall load: 60 <br />_ _ __ Intenor wall load: 2.5 <br />-- -----�— - <br />1 <br />i_sz--... <br />V = 2.5C� <br />I = 1.0 (Table 16-K) <br />Ce Varies over height (Table <br />-- <br />and P= 13.2�psf __ <br />----- <br />and P= 14.3 psf <br />_and P= _ 15.4jpsf _ <br />E <br />�,wvl-G�v <br />����m E��, ��.� ��w�� <br />�mish Countv. WA <br />= 2 - 20/(r (Ab)^.5 <br />Where;_ _�Ce = 0.36 (Table 16_Q) _ <br />— -- -- <br />Z 0.3 (Table 16-I) <br />- - -- ---- <br />I 1.0 (Table 16 K)_ __ __ _ <br />�R 5.5 (Table 16-N) _ <br />W = Total dead load <br />Sd = Soil Type (Seclion-1629.3) _ <br />— --- - ---- — - <br />1.4 - Ultimate Strength To Allowable Stress __ <br />--- - - --- _ . _ - — - <br />p Redundancy Factor (1.0<p<1.5) (Eq. 30-3) � <br />Eh V= Horizontal Base Shear (Eq. 30-5) � <br />_ E Seismic Force (Eq 30 1) �� M• f%4 <br />Ab Total Grcund Floor Area��- _ Q'�oF � yiy 0 <br />_ r=(10ILw Vi 1 Vt Section 1630.1 / ��� r- I ca <br />� �----- � -� - <br />-- Vi = Wal Shear �--- - - - - '? ;'/ ._, i , <br />Vt = Total Story Shear ____ <br />Lw Length of Wall � I�/ �' q- <br />-- --- <br />� — --- -�, - R 38� �`" <br />: _ ____ _ _ <br />_ _. _ <br />Thrrefore:�V .117 nW I r�...... eNG <br />Project Name: Plan 1770 Du�ex <br />Haack Brothers Const. <br />1 /28/2004 <br />E%PIqES <br />Page 1 <br />�F S <br />Y <br />