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� <br />Alex Golitzin <br />Seismic Review of your Harbor Lane Residence <br />March 25, 2015 <br />Page 2 of �j <br />� <br />5 FoundaUon posl pads have two items to address, <br />a The post may be held in pl2ce by a rebar pin. These could be located by a tesUng firm to <br />verify they are lhere However, addition of Simpson RPBZ po�l bases at the posls would <br />insure both laleral and upliit resistance. <br />b There were at last two footings I saw ihat had steep slopes adjacent where Ihe pad was <br />being undennined. I recommend that fiil be placed ad�acenl to these pads so the <br />maximum slope is a 2:1 I have marked a picWre altached <br />Attached are marked-up p�cWres showmg Ihese items, a marked-up foundalion plan, and a lateral <br />furthee ques Pons o91 ca�\be ofh�y urtherea sistanc�e pleaset�all me a�the �bov�e numbe�f you have any <br />President <br />Altachments <br />;� �s <br />Teshng Firm Referral for Posl Pin LocaUon. <br />MR TesUng Laboratory, Inc, (�25) IIfli SA�� <br />