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12/,?0/02 . TUE 08:33 FAX 9524710639 STONEWOOD DESIGN BUILD 1�j002 <br /> 12/09/2002 21:59 6129296158 MWHOSTEfLER PAGE 02 <br /> Site �I�servation i�epor� <br /> Toe A�an t/apM—�nnewood F7�gn�Bul�d�11c <br /> FYans Mark Nastetler,PE <br /> CA <br /> Dat� December 9,2002 <br /> pfe,�ra�e t,oe�sl�a�e A�Roe�ldenoe—f636 Cancat�a S'b�Wayuhy A�VI <br /> Mvndar M��D.Oecember A� a0112� et�00 AAA I m�v�repr�dve�aP Stunewocd Deslpn <br /> ans!Atles Anct�r Gampar�r�t t#�e abave prolact address to obse�ve out-0f-loc�tton he�c� piers and <br /> dist�lss tt�e hest remeQy, <br /> The pler�et inte�ng wabs or at grade beam irderse�tlot►s are saeis�dnry as is, Ref�rting to the <br /> altachad plm�for pier numbers�tttese piers are Z,3.5�e.i2,13.14 ar�d 15. <br /> Pfe�s 7 and 72 can be oortectee by add�g a secvnri P��' eli�ned v�Ath the orfgl�al pie�' at the <br /> oppps�le side oF th�grad9 Ceam. <br /> Pier 10 was pesftfon S'-0'trom the camer near pier 9 and R shoul�ttave been{acated 3'-0'fiam t�1i8 <br /> canrer_A r�►pier w�l m aaded at�oaned�o�n.si�Ce n�e ad�is o�t of a�rartent a n�Qs to <br /> be Isolated from the geade beam so that it d�es nat pidc up lo8tl and induce a ta�que on tRe Deam and <br /> masonry wau. It should De C�t off below the grade beam and something ar�shabie should t�e ptaced <br /> over�s�ch as SlY�faam.The tnp af the Styrafoam shoufd be belvw the �quired grade beam depth. <br /> Rsquired tt�cicr�aas of tlte St�ro#oam need not be mv�tt�rr Y'. <br /> Pier�5 and 21 can be cnme�ted be a�ir��g�cie beem above tlte siruCtut�l slab fivm the e�derior <br /> w�ll t+�tha inteno�Brade be�-Se�the attach�d ded�l and k�By ptan. <br /> Thess cametlions rerrtedy tl�a probl�ms w�t�rtdsaUAnmerd d he�eal piers. <br /> �Jleric F�:PE � <br /> � <br /> Dec 8�2002 Registtation No.19906 <br /> � <br />