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NNEngineering, P.S. NikolaV Residence 7/28/2006 <br /> 9518 39th Ave.C�. SW,Lakewood,WA 96499 12306 L.RICd <br /> Determine Uniform Wind Loads: <br /> wl := P3��I ft + P4� Sft + P5��,25ft wl = 123.09p1f Uniform Load Wind(Roof Diaph. LongiL) <br /> w2 := P2�•Sft+ P3�4ft w2 = 125.G1 plf Uniform Load Seismic(Roof Floor Diaph. Longil.) <br /> w3:= P3�•I ft F P4� 5(t+ PS�Sft+ P6� I.Sfl w3 = 189.05 pif Uniform Load Wind(3rd Diaph. Lat.) <br /> w4 = PI�•10(t �e4 = 128.2Gp1f Uni(or� Load Wind(2nd Diaph. LatJ <br /> ��lat�_ ��� + w2 + wl w��i =437.75 plf TOTP.L W IND LOAD PER LIN FT. <br /> OF BLDG. <br /> wl�nE:= w I + w2 + w4 wlo��E=37G96 pif <br /> uwlong�_ �41ong'�'2 V��qanF = 15.03 k WIND BASE SHEAR - LONGITUDINAL DIRECTION <br /> uwla�= ��lar�2 V�,.�;,� = 2LOI k WIND BASE SHEA9 - LATERAL DIRECTION <br /> C. STORY SHEAR -WIND <br /> LONGITUDINAL DIRECTION <br /> ur.long.wind := wl�wr ur.long.�riuJ =5.6k <br /> V2.long.wind := w2.wZ + Vclong.wind V2Jong.wind = 10.63 k <br /> �3.long.wind := w3•wz + V2.long.wind V3Jong.wind = IS19k <br /> LATERAL DIRECTION <br /> ur.lat.wind�_ «'4'�r ur.lat.�cind =7.05 k <br /> V2.lat.wind�_ �v�'�2 + urJat.wind V2.lat.wind= 1-�.(l�� <br /> V3.IaI.�aind := w3•I� + V2.la�.�eind V3.lat.wind = '=.IGk <br /> A. SUMMARY UNIFORM LOADS: <br /> W/ND-LATERAL WIND-LONGITUDINAL <br /> wi = 123.09p1f WIND (Roof Diaph. Lat.) ���3 = 189.OSplf WIND (Roof Diaph. Longit.) <br /> «2 = IZ5.G1 pIF WIND(3rd Flr. Diaph.Lonc�it./Lat.) �,�2 = 125.G1 pl( WIND (3rd Flr. Diaph.LongiL/LaL) <br /> �c4 = 12R.2Gpif WIND(2nd Fir. Diaph. Longil.) w4 = 12R?C,plf WIND(2nd Flr. Diaph. Longit.) <br /> SEISM/C-LONGITUDINAL SEISMIC-LATERAL <br /> w5 = 10C,.12p1f SEISMIC(Roof Diaph. Longit.) w7 = ;i7.79p1f SEISMIC (Roof Diaph. Lat.) <br /> w6 = IoO.xplf SEISMIC (3rd Flc Diaph.Lonyit.) w8 = 54p1f SEISMIC (3rd Flr. Diaph.Lat.) <br /> ���lo= IOU.SpII' SEISMIC (2nd Diaph. Lat.) wl I = 84 pil' SEISMIC (2nd Flr. Diaph.Lat.) <br /> Page L10 <br />