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Compute over turning forces in lhe longitudinal direction <br />IANOII9DINAL DIA[CTION <br />Roo! - [wwl Ai�phrap� <br />Birue[ur�l �nipht■ <br />Roo[ diaphragm = 15.0 psf <br />Floor diaphragm = 12.0 psf <br />Ex[erior wall = 10.0 psf <br />Incerior pazti[ion wall = 7.0 ps( <br />Loads as calcula[ed: <br />E = per IBC 1617 <br />W= per ASCE 7 Section 6 <br />Wei9ht lumped on rooE = Wei9h[ oE Roo[ .:(1/2)�Weighc oL '< tY] � 1/Z�tieigh[ of ParG] <br />W-AB = 15.0 psf14J'1 � ZI1/21110.0 pcf)19.0'1 � 1/21�.00 psf)lal'1 = 885.5 lb/C[ <br />SeismiC SheaL lASD�, W-A� = sciEmiC coCf � 41-AB <br />W-An = O.1G2(885.5 16/CU = 143.5 16/E[ <br />Wind, W-A0 = 61.4 lb/Ct <br />Cwpul� �h�ar� aeiinp oa priG� <br />Vu,E-A = 143.5 lb/ft120'1/2 = 1415 lb <br />V.W-A = 143.' lb/E[I20'1/2 = 614 lb <br />Vu,E-e = 143.5 lb/f[IZO'1/2 = 1435 lb <br />V,W-B = 14D.5 lb/Ct120'1/'_ = G14 lb <br />Shear Wall Table <br />Grid Wind Seismic <br />ib Ib <br />A 614 1435 <br />B 614 1435 <br />sie io � <br />iq51bE <br />: x <br />. . .'� ..��� ' �u <br />szssml�-w�p--> s� `� y ,. <br />� ;n�s .�_ svr.� <br />soa , . <br />li�ei mi . <br />I' <br />&cuzran o�cr+ <br />ENGINEERING, INC <br />S1NlCMAI �HAIr)i] � DtLGN <br />Date: I Analysis Document: FOUNDATION REPAIR <br />6/17/2005 <br />Job Number: Efrd27 <br />iese <br />Page: 10 <br />