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Sent by: LAW OFFICE 6124701989 04/17/03 1 :27PM Job 813 Page 3 � '. Nov-14-02 09:06A Th� McShe�rry Group, Inc. 1 P.04 ''�+'' `.r'" Noverrtber 13,2002 Page 2 Hollander Residence MCiI Commission Na. OZ162 F{Qor oad Reducdo�+s: ✓1• Remove all stared item�Oiot�ra oo�cantntad in arese of the fbar fhat will provide floar loads in excesa of approximately 30 to 40 pound$per squere laot vf lioor 8r88. ✓�Z. Slight sta�e shail be permilted wtthin cbset arere�and 'm som�iaolated ar�s of It�e tfoor of the house. but �' these ar�aas shou{d never exceed tt�e laadir�s fistati abdva, ✓3. The floar eress shauld be �tstiv�lY ppert tp proyid�egro,s�b il1 d0o�'s, Wirtdows, atairways and walkways batween rooms, �e�,<'1 a. Remove one of the pi�nos from ths tiving room bo reduce tha bad$to the floor. v Found�tbt�Wark: ��. Remrn►e af1 t�e sand, din and ma►tar from the inside facc ot the toundatton walls. This should tye pertarm�d by hand methods w'rth stifF wir�brugheg,hrnoms,etc.Take care not to dislodge exi�ng boulders from the fourtdation system. �Z. InflH f�lJy D�tween tl�e exfsting boulders(as tar bacic within the wall)with non-shrink grout, (fc=5,004 PSt minimum strenpth), Thd Qrout shouid not axtend beXond thd in8ide fecx of the boulde�e, �. R$place any vaids in the vrdtlS vififiere a bQuWer i�mis9inq wlth slrnil�r�ew boulders and grout as defined ebave. � Provide new trealad wood plates between any naw arout or boulde�and any new or existlng waod framing. 7Ttiese treafs4 wood plates shnuld be�nchbtad tio the new grout wtth'ti"diam�ter anchor bol�et 4'-0" maximum on center sp�Clnfls that are Cast inbo ttte�rout or Yi dt8m8�e1�expenaion holts 8t that sartte maximum specing. 5_ Prov�de a tre�ted aouble 2xB haader or equal�panning pver the front bs�ment walf vv�ndow, baarinp a minimum oi 4 inches each slde o!the window. Exisdn�framir�p�at can ber eanfirmed tv be in p1��y� Permitted to romain upon revibw with o atruch�ra�englr�eer. ,�c.�,�� s��i:'rr,-�L,> � o;��e, ,�,,:,.�,-�,; 6. The faundali�n walt shall be repnlred on ths back w�lt of tne hasemen#,nea�the bo�pr�of the strair9, bR.titween the fut!basement ar�e�and the cr�wl spqc�.The existinq openln�should be provided witl�an access haitch from the fu6 basement are�to the crawf space aroa b�fore it is clased up. Provide a treat�d double 2�c8 he�eker spanhinp 3'-0'tti double 2x8 vertical j�mbs r�estlna on a eingle tr�eted 2� bottom plade. Provide baulders and nvrt-eh�nk grout eroupd ttta hatctt Tp clps�o(t the��well around the hatcfi. AnCnor the haidti to th�wood frarning ebpve it�d tq the 1�OtJndat�on we0 betaw tt�@ hAtG7 usin$litgndart� nailing above and a rt►i�imum of Maa enchors as described abave tq ther►oundaGon a,Blls.Tfie hatch should bs covered with a rarnovab4e vrood caver bo nvt o��ovy�r�imals tn sntBr che�ment at this pant and to anow removai for�ccesa if it ahouki be rerquir�d. 7. Provide oont{nuaus tpunci�Ation sye�em around ell basement yyslf windowa, (fif1�roids arpurtid wtndpwe),K,;th j graut a►tdlCK bouldmrs EO te8is!trtoisture and 'airltrYlal 1tlRlttakian. �+r:.r� ��:�ae� �,.' :: _ __ �;�.�. � �� � $u�DPcm�o �'n.�Pri_��..,-� � . •>, _. Dis�hat'�F�aira• � -��'# , +�f. . . � Provide piping dischar�e from the exiating�asement sump ba the exterior�the b�semeM.The pipes should ', d�.s�charge to the autside of the bullding without any leaking to tt�8 Inslde o�the Daaement The dfS�ct�ar�e ertd of the�e should Dg a mtnlmtim of apprvxlmalely 10 feet swvay hom tt�s face pf the buiklinp (to ellow it not lo get back eo the foundavar,wall and bep b�ck in�the sysbem}and shoutd discharge 1n such a mann�r lhat it ; drains aw�y irom the buiiding. a cc.�ss ��e� w�s; � rM��r r � k Zy C U N o65Tri�.r GT't.�,> Gontinued an next page,,,,,