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Town o Mash ee <br /> ff d le Gr=Xec*Apad AoM <br /> Wa&hpve,,,Was=fnam 02C49 <br /> October 10, 1996 <br /> 96 <br /> Strekakvsky&floit, Inc., Architect <br /> J North Street <br /> "� Ma.-02043 <br /> Atte. Roger Hoit <br /> RE: Town Hafl Renovationi <br /> Dear Mr. Wit, - <br /> S � <br /> 1 have conducted a walk through in the above buil and found some <br /> questionable iteiis .The steel work to say the lea Is below high quak wo-kmanslAp. <br /> The dung spot wed have more th-an a few burn hrou&,steel bears are short gad <br /> bad to have field weld s kes add4 the welds are not the bit 1 have amu,lie=were <br /> misalignedwith bolt holes,it appem some roof beets am short oils may not b <br /> prosy aligned. Under 780 C IR Simon 127 1 am requ=9 a ill certified report by a <br /> strXtural a ger befbre the stecl is covered. <br /> question the sfi*le metal steel studs for the door fiw=for krng L%sftg rigidity <br /> without lv4 plater cracking or door problem haw on a.0 doors,but on the <br /> waUsi Are stud bmcebetwem studs?I have a serious reserve mut <br /> defkcflon ofthe roof with the studs bell fagtened dk=ly to the uoderside of r of g <br /> roof ing without shp joint or chwwd clew. we shod see a s= tnral ec ee 's <br /> report on the.roof defkcdon and the eft on the waUs,, <br /> walkkg throes the binding I Bund water in Lbe town clerks offioa�the personml <br /> office wet� block metered= but e' iay the p�on�l wL would <br /> erect some of tba met imulaflon to be removed.The whole bu ding is to be <br /> weadwtight with the new roofs on and the interior u=are to be tbmug*dried Mare <br /> any finth .r hsWafion or sleet rock k3taBed. <br /> 'Fhanks for your cooperation. <br /> it cr+ 3 , <br /> Wilms F. Hauck <br /> Ireor of Buildings <br /> y <br /> I <br />