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Sent `by: LAW OFFICE 6124701989 04/17/03 1 :27PM Job 813 Page 3 <br /> � Nov-14-Q2 09:d6A Th� McSherry Group,Inc. 1 P.04 <br /> ��rw � <br /> Novamber 13,�002 P� Z <br /> Hollander Residertce <br /> M41 Commission No. 02162 <br /> Floor l`�ad Redt�cdons: <br /> 1. Remove sfl sbored items Ihat�f+f O�nb�t�d in�r�8s O}!h9 flOb�lh8t will prpyida floor laads in ex�c�gg pf <br /> appr�oxlmately 30�a 40 pour�pe�squere�fo0t vt�loo►ar88. <br /> 2. Sll�ht ator�e mhal!bs pemlltGed wfthin clo�et arse��nd'm eame isolated arees of�he floor of the hause.out <br /> these araas shoul��ev�or exoeod tha tosdirps bstad abo+re. <br /> 3. The floar areas should be td�thne�Y aPen to provld4 egrose to aU d0ors.wMdows� atH+rways end walkways <br /> botwoan room6. <br /> a. Remave one of d�e P�nos Irom ths Iivirr�room ta roduce the bads to the floor. <br /> Foynd�WaHc: <br /> �• Rema�►ee�I!bose a�rwd,diK�nd mwtar irvm the insid�face of H�foundatlan walla.Thi6 shauld k� <br /> perfarmAd by hand mstNods with sdfF wirq bru�he�,b�ome,ebe.Tske care not to dislodge e�ci�bng boulders <br /> fra�n tha foundation sysfietn. <br /> 2. InAH fiiNy Detween the exls�ng boulders(as igr badc wittfin tirA w�!)with n0�-shr�nk�f0ut�(tc=3,00�PSI <br /> minimum st�enpth),Th�prvut should not�xEend be�ond thd inaide fec�e of the boulde�rs. <br /> 3. Replece any vaWs in the vr�tl¢wh�re a bouWer k mi�ing v+Ath sirnil�r�y boutders�nd grout as defined <br /> abonre. <br /> 4. Provide new��t�d wood pl�ttes belw�een any 11sw�rout or boulder�and any n�w or existlr�waod tr�ming. <br /> 7?�Qse treated woad plata�6hould be anchorad to tttie new gmut wlth 34"dlameter�nc#►or bolt4 st 4'-0" <br /> maximum on center sp�clnQ�that sire c�st into the qrout or�"dtsmeter�xpenaion dolts at thaZ same <br /> max;mum specing. <br /> 5_ ProvlQa a tre�ed double 2x8 headet or equsl�panning pver!he front b�ement w�lt wlqdow,bea�fn�a <br /> m�nirrwm of 4 inches eech sbde o�1he window.Exi�dnp f�minp that can be oanfirmed to 6e in place may be <br /> penr►t�ed to�+emein upon rovisw wtt�e gtruc�urat�ngt�. <br /> 6. The iounda�ion wall sh�lt b�ropalr�d on ths back w�tl of tRe�r�,neAr thg bpt�pt�of q1e stgi�s, <br /> beiwesn the fut!bssernent are�and the c�wl ip�.Ttte exist�n�opertln�Should be provicied with�n <br /> sccx�ha�ch flnm ths fuA E�asemant ar�'Co ihe etawf gpao�atea bsfore it is dosed up,t'rovide a treated <br /> doubie 2x8 hea�r spsnnfrtp 3'-0'bo Qouble 2x8 verticat j�mmba ros�n�on a anyle tr�eted 2�r8 bo�orn plab. <br /> Provide t�ulders and�on-eh�ink grout arouttd tAe hadGh�b o10�oft Ihe ba�ament weq around the hetch. <br /> Anch+or the nai�it t o t h e w�o d f r a rn ing a b o v e�d t 0 t h e T�OtlndAtion we8 b�bw�hatCh Usir�artandard <br /> nailing above and a mMlmum+oT tv�c�anchura as described abave to�s loundation walls.The halch should <br /> 6s co+rered with a ramovable woad cove�'6o not al�aw animala to enter q��ment at thid p�iitt and to <br /> anow�rr:a�►a1 tor a«x�s if it sna�uld be requ��cd. <br /> 7. Provids oontinuous f0�md�tiory syeeem around e11 basement yyQ11 windews.(fiN voids�rounp wlndoNro),with <br /> � graut a�►cx bauldors�Ieeist rrraistuts and aniirial iMAtr�ion. <br /> ! �tnn�Purno Dl�il�p�.fReoalrs• <br /> ; <br /> �, t. Provide piping discharge from the exiating b�ssment sump bo the exterior cf the b�emeM.The pipea should <br /> '; discttar�e ta tha outs'rde�ttr�balldinp wifhout any leaking�tfie ka�lde of 1he DasemertL The dt�cfu�r�e eild <br /> of tl�e�e sl�ottld be a minlmum of appro,cimalely 10 teet�ny from tfie taoe df ine bu�(�n�(tp���„�not to <br /> get badc b the foundatlan w811 an0 ioop Dsdt into the sys�em}end ahoutd discharge in auCh a m9ttnar tt�at it <br /> �; drains away irom the building. <br /> a C C�SS ����ec- t�w s,— R�-� W►��r f�D k Z�( � �N�.s 5�cr�-r,/ <br /> Continued on next p�ge,..,, <br />