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hlay ?4. 2005 <br />1�1r. llan Danicls <br />22003 - 6G"' Avcnuc 1V <br />Suitc �17. <br />�lountlakc'fcrrsicc. �1'A 980-13 �1�— <br />Suhjcci: Yrojccl: I�r.uncr <br />Jub AJdretis: ti61� _ 3'' I)ri��c Sli <br />Plan Chcck N��: ROS05 023 <br />Dcar Mr. Danicls <br />ln rcsponsc tu yotu� applicaliun �iir a consu'uclion pcnnit, )'our ��I,ir,� hn�c hccn cxatnincd <br />and po� arc adviscd that thc issuancc of a pcnnit is bcing ���ithLcid li�r �hc rcasons listcd <br />hclo���. "l�hetic commcn(s address building issucs only. Addiliunal rc��i>ions or additions <br />m��y hc requircd by othcr dcparimcnts (sucli as Utilitics. Planning or I�irc). All <br />rcfcrcnca rcfcr lo thc 2003 Imcrna�iunal Rcsidcn�ial Code, as amcndr,d bp thc Sl:uc c�f <br />\Vashington andlor \Vashington Sialc lincrg5' Codc 2003 Lditiun, unless st,ucJ <br />othcrwisc. <br />In ordcr for lhc processin& of ��our applicalion to conlinuc, it �sill bc <br />necessar�� to n•ovide the 13u�lcling Di��ision ���ilh t���o complele ne��� seis of <br />drawings re�ecting the corrections requcsted. <br />Uccl:s shall bc posilivcly anchorcd lo thc primary sUvcturc and dcsiened tiir <br />botl� ��crtical and latcr.il luads. Such aUachmcnt shall no� bc accomplishcd h�� <br />thc usc of tocnails or nails suhjecl �o ���i0idrawal. Nhcrc positi��c cunncclion tu <br />thc primary building structurc cannul hc vcri�icd durine inspcction. dccks shall <br />bc sdf-su��porting. Pcr R502.2.1 IRC. <br />Gravity luads carricd at thc end of caniilc��crcd joists arc limitcd to unifonn <br />wall and roof load and Ihc rcactions from he�dcrs having span af 8 fcet or Icss. <br />13aluslcrs shall he spaced such that a sphere 4" in diame[er cannut pass throueh. <br />(l.ess than 4" hctwccn balustcrs). <br />Thc 2003 Inlcrnatiun,il Rcsidcnlial Cudc QRC) Tablc R301.$ spcci�ics a <br />minintum conccnn'atcd li��c load ut 200 p��unds for i;, th guards and handrails. <br />l��rotnotc "d" dc�incs Ihc a��plica�ion of thc 200-pound load as a"singlc <br />c��nrcntraled lo.id a���,Iicd in any dircctiun at atp� point alung thc top." Pro��idc <br />drtail iif p�itit conncc�i��ns al guardrail ca��ablc uf resisline requiicd loads. <br />�,� �,� ��� •.,��•,��� ��� �� •.��. �,,���. �,.,...,�, �� ���.� � <br />