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Id. A�� braced wall pancls shall be clan'ly marked on plan ��icw: R602.10 IRC. See <br />jrruning plrui nn A4.2. <br />I5. Thc modifications (wall rcmoval) made to thc cxisting structurc causes thc <br />existing building to becomc non-complyi�;g with thc rcquirements of the Section <br />RG02.10 Wall F3racing. Provide latcra! bracing per R6Q2.10 or providc altematc <br />compliance through a structw•ai analysis prepared by a licensed \�Vashington Statc <br />Structural enginccr. Sc�c e.�ptutrlvd p(nn f14.?. G�i�•ting irrdl i.� .+•l�oi+'n ivith <br />cnutplete rlime�tsinns nnd �li�nensin�r nJl+�irtdm��. The e.ri.�'tirrg� mn/! is frn�ner! <br />irith 1.r41(i"O.G rvitl� ;,,'CDXmeniLrmre. Rrmuining ivall�lin��lirng�n i.�• <br />midtin complitence. <br />iG7Show sizc and type of all ncw windows, and how they mcet tlie requirements fur <br />`� cscapc and rescuc, and light z.nd ver.tiiation per R310 and R202 respectively; as <br />wcll as Wasliington Statc Gncrgy Codc. See �rlevn�inns �I-8. :Ve��� ���inrlm+ts nre <br />duuf pnire hvo /ig/it slide�:�, nperable wide 2'-IQr2'10 c•lenr opening nd�eu <br />operntetl. ,.f, <br />17. Pr�vide smoke alanns per Section R313 1RC; sho�v all locations required in new <br />�tnd existing shvctur�. Ser A-S /teJlected Ceili�rg plait. <br />13. Shotv how •tcw 3.5"�9.9" LVL bcam is supporteJ. See :/etnils neiv slreets �l-RI <br />nnd.4-7.1 r� �� <br />19. Show how exi,stingroof i aRers and cciling joists �are supported at nc�v 3.5"s9.5" <br />LVL bcam. Sec detniLc nen�.�•h�etrr:l-7.1 «nd: t-7.2 <br />20. Shect A4.1 refcrenccs Dctaii 2 on Shcet A-7, but therc is ao �etail #2 on Shect A- <br />7; pleasc darify. %7iis mn.� a drrnving nrrm•. /t /rus Gc�en r�'rnorc�rl. <br />21. All walls 24" widc or larger sha:l havc an outict such that no point, mcasumd <br />horirontally, shall be more than G from an outleL Clarified p�,•��-sr������• �„��r <br />re/1crlerl ceiling pJnn <br />2?. "I'hc scctiun vic�v on A-7 shows a 3'S" ovcrhang. Thc zoning codc restricts <br />ovcrhangs to 18" in requircd setback. Ne�r orerizang tn �unlch c.cisting. <br />:Vnnconf'nrn�in� /1uil�ling/Use certificnlior� «pp/icutioit l�ns Geerr filed with cih' <br />pinnnin, (Plrnsc contnct i\'ief.s Tt:;c.+en for inf'or�untionj. <br />23, Provide detail oYblocking betwecn raflers capable of transferrii;g roof loads to :I�c <br />wall.s. See ronf nverhung de�uil pn�e :13.1. <br />24. Providc dctail at roof ovcrhang sho�ving how fascia and guttcrs 1rc constructcd <br />and attachcd. See ronJ'nrerhu�t�� de(ni/ pttge �13. l. <br />25. Yrovidc doublc top plates �vith splices lappcd 24":Idrlerl nn ni�erhang detni( pn�e <br />�i3. !. <br />2G. Pmvide R-3S insulation in attic ovcr conditioned spaces. CnrrecleJ per btriltling <br />.tiecFinn .+heet: !-7. <br />27, provide minimum 22"s3-0" attic access with minimum .i0" clear over access <br />opening. Opri�ing tn Ge prnvided d�rnugl� r.�isting ultic s7urce� tlu•ou�,>h cai.ti7iq�, <br />rno/Jnisls. Prr.�Geet:t-7 <br />2S. Show sizc and locatiun of required attic ventilation per Section RQO( IRC See <br />cleralinns : l -S. <br />29. Sliow roof pitch, siding material and window t,ype (i.c. single-l:ung, deuble-hung, <br />casemcnt, slidcd) on clevations SLo�v fascia and guttcr dimension overhangs. See <br />elerntion.+': I-b', Section .1-7 nnd Detnil.� :1 s.l. <br />