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JOIiN C. RABy & ASSOC. INC. <br /> PROFESSIONAL ENGINEERS SURE3 ViCiOai;,SC���.�;: <br /> ��E Si.,�� <br /> �4 Ciw� 181051401HAVE r,� <br /> .. • * STRUCTURAL <br /> � ;i 15'OODRNILIE,17A 59072 <br /> s' n 9 LAND DEVCLOPIAFNT <br /> ''tir�._ . �;c`oc° (206�486�1131 <br /> �flR9 <br /> � � � """°� (206)771-5226 <br /> O >I Cyr <br /> C4 H <br /> [" Sy <br /> y � H April 'l5, 1990 <br /> �C c� <br /> H 7tl <br /> ,.�� H ,.�� Arnold Hofmarui <br /> [n r+ Grand kestern Construction <br /> � o� 2520 Colb}� Ave. <br /> F3 Evemtt, Wp 9g201 <br /> OH <br /> H �g Refemnce: "Walk-Through" Structurnl Inspection of Residence <br /> N" n❑g Located at 3410 Snohanish Ave. , Everett, kn. <br /> �H [d <br /> x Dear Mr. Hofmcvm: <br /> �yHH <br /> p � y At t�our rnquest, our f'irm hns conducted u structurs,l "Malk-through" ins <br /> at the nbove rnferenced nddress. P�tion <br /> �� � <br /> y yo N The residence is of turn-of-the-centur,v construction - two-stor,v Nith an nttic <br /> and full U.�sement. The structure has been fire-damnged in the northeast <br /> � corner ot Lhe twsement nnd on the first floor, and is currently under�oinp <br /> exte�Lslve reinodeling. At the tiime of the inspection, nll of the caood framing <br /> was exnosed on the interior of the building. <br /> � <br /> In general, the froming and foundution nre i❑ good condition with thc <br /> � ,_� exception of the folloiai <br /> L_ ng items: <br /> (11 A hender supporting roof rafters ovcr the attic stairway should <br /> have an additionnl 2 x q support at each end foc 2-2 x 4 total at <br /> eech end. The rnfters framing in on the high eide of the header <br /> � �� should be supported on metnl hungers (or equnll . <br /> (21 The trussed hender over the second floor N1T1dOW$ in thc we..ti Mull, <br /> ' � south�aest corn��r is inndequate for the spen involved, p 2_ L X q <br /> �� � column should be ndded between the windows to reduce the hender <br /> sp2n� <br /> ���.. 13) The tempora^y opening in the west basement bearir� wall, northNest <br /> � corner must be frtuned in with 2 x 6 studs srxiced 16" o.c, aith 2-2 <br /> , x 6 top plutes nnd '2 x 6 prnssure trnated sill. This wn1.L <br /> � supports two floors nnd the nttic floor. <br /> � <br /> 1��. When Chese items hnve been corr_eted, then to the best of my Imouledge, the <br /> rnsidence will meet nll minimum stiucturul rnquimments of the Uniform <br /> Building Code, to the limits of o�r investigation, -���0� <br /> �ONN C. ,p�y� <br /> ' � `�o� wase���l��f <br /> Sincerely ��-- °j � <br /> �i ,�:•y `jl� <br /> John C. Rnby, P.E. °��,,, qf •• <br /> � Fr'••.F!s� ; •��'r <br /> ����5����Al EN�/�/Yv <br /> �...,.,.. � <br />