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, i <br /> puecoe �•6o�Ks <br /> /� r_� <br /> �e=:���'�'/1'%9U// <br /> n���us� zo, zo�o <br /> �r��»�,�i,y s���� <br /> 1829 Lakc �1��c <br /> Sn�homish, \Vn <br /> RL': O�vncr: Sici's, 4PIc� Lintitcd Partn. <br /> .loh l�ddress: 31 I 2 - 1���' Strcct <br /> Pl�n Chcck No: RI OOR-006 <br /> Dcar Mr. Sicr: <br /> In responsc to your applicutiun lur a conslructiun perrniL �'our pl:ms ha�'c bccn cs.�mincd aud }'ou .irc <br /> advised thut thc issuance of a permit is bcing �vithheld for the reasons listed bclo�v. 'Chcse comments <br /> address building issues only. Additional revisions, or additions, may be required by other departments <br /> (such as Utilitics, Planning or I�ire). Duc to the cxiensivic existeuce of rotten wood and overall statz ot� <br /> disrcpair, thc comments are based on compliance �i�ith thc currcnt building code for new constru�iion. <br /> All re(crenccs rcCcr to the 2009 Intcrnational I�uilding Codc, as amcnded by thc St�ue of Nashington <br /> and adoptcd by thc City of li��crelt and the �V,ishington Statc linergy Code, 2006 Ldition, unless stated <br /> oth::r��isc. <br /> ln ordcr for lhc proccssin� of.l'�ur applic:ition to continuc, it �rill bc nccessary to provfdc thc <br /> 13uilding lli��ision �vith t�ro complcle nc��• sets of cnnsh�uction documents reflecting thc <br /> corrcctians rcqucslcd. <br /> 1. Sl:iir riscn c�ights arc rcquircd to bc scvcn inchcs masimum. Stair trcad depths arc <br /> rcquimd to bc 11 inchcs minimum. 113C ]009.�3.?. <br /> 2. 7-he tolcrance bct���ccn thc I�irgcst and smallcst riser height shall not cxcced 3/3 inch. <br /> 113C 1009.�l.-1. <br /> 3. 7 hc stair��ays arc rcquircd to havc a guard on both sides that is not Icss than �12 <br /> inches high, measured ��crtically above thc line connccting the Icading edgcs of thc <br /> trcads. 1f3C 1013.2. <br /> =4. Thc handrails mounted to thc insides of the guards arc required to extend <br />, horirontally :ll Icast 12 inches bc�ond thc top riscr and continuc to slopc for thc <br /> depth of one trcad beyond the bottom risec IBC 1012.(. �lhis along with the <br /> araspability reyuirements otthc IBC 1012.3 should be detaileci ��ith Uie plans. <br /> �. Please pro��ide a detail to show ho��� the dccl: ���ill be supported from the building. <br /> The deck and staincay must be designed to support a live load cf I00 pou��ds per <br /> squarc foot. 113C 'C[3L 1607.1. <br /> 6. Please pro�idc a dctail to show how thc guard "sticks" arc connected to thc deck and <br /> stair striugers. Guards must be dcsigned to support a ]atcral load oT 50 pounds per <br /> foot or a �i10 pound point load applied at the top in any direction. [BC 1607.7. <br /> ArJ!o��nullci 1110.ituq.�t 11?—I���tii� � <br /> GITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8800 • F�a (425) 257-8882 ' ' <br />