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10. 'thc dctaiis on Slicct S3 show 4" betwecn balusters. 1'he code requiremcnt is Ihat <br /> a 4" spl�cre cannol pass through any openinc. 1'he orening shall be Icss ihan 4". <br /> 11. Specify nomenclaWrc of Simpson post cap rcl'crenccd on Shcet S3, Section 2. <br /> 12. Clcarly mark all bcaring walls on plans; Ir.icc all loads lo thc foundation. <br /> 13. Clcarly mark all shcar walls on plans. <br /> 14. Show ho��� both cnds of 4 x 10 bcam at front porch is supporled. <br /> I5. 7'here is no cra�+�l space in this strucwre. Revise sections and del::ils to sho�v <br /> cxisting conditions. <br /> 16. '1'hc bcdroom at ihc lo���cr Icvcl docs not havc a requircd cgress window. <br /> 17. Show sizc and location of.Wic ventila�ion. Includc all applicaUlc ��cnts (gablc, <br /> ridge, ruof jacks, etc.), induding soffit ��ents. Show baflles and air space oecr <br /> insulalion. <br /> IA. Providc mininmm 50 cfm in lailct compartnunt in mas�cr hathronm. Sho�e all <br /> cxhaust f.ms on iloor plans. <br /> 19. Show how slruclurc is hcatc:l. <br /> 20. Show loc:dion of watcn c�a�cr. <br /> 2 L Vcrify thal �hc load front Ihc proposed dcck is indudcd in Ihc calculatiuns lirr �hc <br /> hcam at ncw dcn Q314). <br /> 22. Plcasc bc :�dciscd lliat this rc�icn ��as donc on a sM of plans lh:�t must be <br /> signific:mtlr :illered lo mcet required reduction in hci�hl for compliancc �rith <br /> thc 7.oning Codc. Additional corrcclions could bc found afler llic pl:ms ha�•c <br /> bccn modilicd, :md a ncn corrcclion Icllcr could bc issucd. <br /> Slructural <br /> 'I'hc scopc uf tliis builJing permit applir.uion should includc all of lhc cunslructiun <br /> rcquircmenls ncccssary to achicvc Ihc proposcd ,�ddilion and remudcl with Il�c original <br /> pertniucd conliew'ation as thc slarting point. Plcasc providc Uic fiillu���ing: <br /> I. Rcvised framing plans �Bat idcntily cxisting I�raming mcmbcrs as only thusc <br /> existing in the origin,il penniurd conliguration. <br /> 2. Cunneclion dclails and scctions for all nc�c consUvction induding polcntial <br /> corrcctiuns lu nc�1� consU'uclion Ih:u lias already occurrcd, i.c.. Icdgcr n,�iling. <br /> hold-do�vn straps thal ��'crc nol casl in�u lhc found;Uion, omilled slican��alls. <br /> 3. A latcral analysis and rcsulting latcral tbrcc resisting systcrn lin• thc entirc altcred <br /> structurc. <br /> 4. Corrcctiims to match rcfcrcncc hubblcs with corresponding details. <br /> S. ,�nal�-sis of the existing stetn wall �iwtings for supporl of ae additional slory. <br /> b. An;ilysis and detailing of thc cxisting s�cm ���all �iiotingti to support tlic proposcd <br /> rcccntric column loadings. <br /> Ple:isc prepare a respouse Ietler sho�cing �chere each ilem in Ihis correction Iclter is <br /> addresscd un thc plan scl. <br /> �.,::��.,,,� ��." , „� „ ,����:,. .� �.,,�� <br />