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f'.� ' . . � . . � <br /> - . i,. .�.. . . � .. � i ..� i. . . . . �._ . i . ,. .. .. . .�... . <br /> llUILUlidG DIVISIOt� <br /> PLAN CORRL•'CTION SIIEET Plan Check No. �'-Z�' <br /> �vmer Bert Cronin Pr. Use ib�ltiple Pamily Dwelling <br /> Contractor Cronin Homes, Inc. Use Zoning R-3 <br /> Architect Janes FI. Reed _ Fire Zoning 3 <br /> Job Site Address Occupancy Group II <br /> Type of Construction Occupant Load lst �loor 13 <br /> �.,, n,.... }3 <br /> In response to your application for a permit, your plans and specifications <br /> have been examined and you are advised that the issuance of a permit is <br /> withheld for tlie reasons hereinafter set forth. NOTE CAREFULLY: Answer <br /> questions and make explanations IIY CORRECTING ORIGINAL PLANS, and new plans <br /> submitY-.+3d to the Department of Building and Inspection. (THIS SIIEHT MUST <br /> BE RETURNED [QZTII OR.IGINAL PLANS AND SPLCIFICATIONS OR THE7 WILL IIE PI_�ED <br /> AS N�[a BUSINESS. ) <br /> N�. Uniform Building Code 1973 Editio[i INSP. CODE APPROVED <br /> SECT. INITIALS <br /> 12. Show on nlans locati,on of seoaration <br /> in basenent floor ceilina assemUly. �rof. � �c.^.f <br /> Specify tyoe of material to be used /`/' <br /> in these seoaratioas in compliance r�itl �f-.:,�:-: ., f.��-�` <br /> section 3205. These areas cannot �� <br /> exceed 1, 000 square feet. 2517 (e) <br /> � r� 13 . Show on olan size and locaticn of roof <br /> dYains. <br /> ri,` 1•l . Provide overflo�a cirains in compleince <br /> with section 3207 (c) . <br /> Li. tdote on plans that al.l finishes shall <br /> be class III (76-225) flame spread <br /> cla�sification. 4204 <br /> ).G . Specify design strength of all struct- <br /> ural concrete. Note that all conc=ete � <br /> work wltere t:�e design is based un f� <br /> in excess of 2000 nsi special inspec- <br /> tion is required. <br /> 17 . Specify grade and species oi all <br /> structural lumber. <br /> 1&. Specify soil bearir.g pressure. <br /> 19. Provide StYuctural calculations s'�owin <br /> tliat truss joists will supoort concent <br /> rated loads from the seconcl f.loor. <br /> 20. All draivings from truss joist sha11 � <br /> be stamned and signec by Ja�e� I:. P.ecd <br /> Professional_ Engineer, -i� ne is the <br /> Engineer assuming responsibility for <br /> t:�e plans. � <br /> 21. Show on plans 'all desi9� live loads. <br /> This inclndes all sno�a lo4c:s. ?toof , <br /> floor, oriad, and siesMic. <br /> �'_ Provide truss joist dra�ainqs . <br /> ?3 . Provide sturctural calculation� <br /> sliowing that 4x10 joist:: at living <br /> room will support anplied loads for <br /> 23 foot sDan. <br /> Correcti.ons as above i.ndicate <br /> tvill bc comr�l.i.ed t��i_th Date <br /> O��ncr or Authorizccl T�qent <br /> Panc� � of 3 ! <br /> � <br />