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1121 96 09.32 'a2416 nn, 9077 NAVI ^F1'11F, PF <br />_____IL - <br />Nancy H. Devine, P.L. <br />Licensed Structural Fngineer <br />76732 SE 34th Street <br />Bellevue, Washington 98008.5813 <br />(206) 603-907/ voice/far <br />Jurle 11, 1996 <br />Building Inspector <br />City of Everett <br />Re: Permit Nurnber B50792 e94906' !!% S,AC/q70'c) <br />Dear Building 111spector. <br />I have reviewed thF calculations for the above referenced proiect in light <br />of the lack of a shear wall nailing inspection. The exterior wall!: in the <br />stricture are identified as shear wail "A" which is specified as 3/8" <br />(minimum) plpvnod.. with _8d n;ail _aY.6_.inchec .on. Center-at_panel.edges and <br />12 inches on (•enter mt field. This ri,ailing is the minimum code required <br />nailing for plywood. <br />On .June 11, <br />1996, Randy Munson, Building Designer, <br />went to the v✓h <br />a na I finder <br />to locate <br />the nails for parts of the exi <br />� ,ior shear w:;:; , 1 <br />attached sketch <br />shows <br />the locations which he nb e. <br />A. According to I. <br />Munson, the <br />shear v,�ali <br />nailing in the areas that he <br />obscrvcd is in acncral <br />conformance <br />with the <br />specified nailing schedule. <br />if you hil :either questions ahout this project, plPasP call me <br />Sincerely, <br />� 1r <br />Nancy II_ Devine, P.F. <br />Licensed Structural <br />L-nclosures <br />r ya <br />Fngineer <br />h <br />ma's/I)•l . 1 �1C��+ ' <br />IL.—N 5 UEW 2i <br />