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Specifications for Repa� work at 2520 19th Street Ever•'`•, 41a. 98201 <br />All floors to be leveled and shimmed as necessary. <br />All £ire damaged sub flooring to be replaced. <br />All dry rot damaged sub £looring to be replaced. <br />Roof-existing 2x4 joists and rafters to be re-inforced orit� stron� backs, purlins, <br />ar_d guasets. <br />P11 fire damaged framing members to be replace� or re-inforced with a framing <br />member along side equal to or larger than the existing frami.ng member. <br />Center bearing wall to be sheer nailed with z" CDX plywood. <br />Remove fireplace <br />Provide minimum �+x6" headers over exterior openings. <br />Install smoke detecter. <br />Bedroom windows shall meet 5g7 openable ^�cess-2�L" & 20" minimums. <br />22x30" attic access shall be provided. <br />18x24" under floor access shall be provided. <br />Structure to be completely re-plumbed and wired-200 amp service. <br />Solid sheathing to be applied to roof framing members after stripping. <br />235� composition shingles to be applied over 30f� felt over new eheathing. <br />Adequate heating syatem to provide %0° temperature at b' abuve floor. <br />R-11 insulation in exterior walls. , _ r ; ,, , . , .� r.. : ;r�.. ; � � �- . <br />R-19 insulation in ceiling in attic. <br />Vapor barrior. <br />F.�tterior to be Tudor style vrith sutcco to provide sheer value OR stuccato board <br />to be applied in which case interior sheetrock to be nailed 4" on cente:. <br />Interior sheetrock ceiling to be 5/8" Walls to bez". <br />ldainscoat veneer on exterioz� shall not exceed 36" in height. <br />12 square ' per 25 lineal feet of foundation vent to be provided. <br />AUove repair t�rork to meet or exceed TJniform Building Code, Natiunal Electrical <br />Code and Unirorm Plwnbing code as is now applicable. ' i°'��°� <br />..(P.:l/: /ii.: :.. <br />�,r , ._ <br />NQTE: All job site manufactured bearing framing members shall meet or exceed <br />criteria set forth in the 1976 Uniferm Building Code as is applicable to modulars <br />of elasticity and extreme fiber bending. <br />, ..��...�.�� � . . �. 'j. . ..r. . — l . . .'rrf�� �_.:1�`:�.Y;�i; .." <br />. . bti,rr.�i_��.,.. __ .. r_..'.:ir r..�,( � GFicC.Nr�.� <br />, F� _ '.'a7 �e.( L�'20'VtGC �' �^:C'�."> F��-T]� ✓ChJ( ILFiT�f �. <br />� ., 1'7I! (E-� L✓HT�L-'i• Ctc,�.t'i C°..:�l�tf�'y�i't'/-ICQ:i Lt.�/`�.�2:�f —c <br />� . ���;/'i��)� �lo'x j��.ct't/'�,. <br />.. . � ; �.)' . <br />J,.v . <br />/' T.�'i �A`�;,_�i T?�, ..,��-' ., � JL-,;.. �-^ i_^" . <br />;( <br />C1TY OF EV'ERE7flf <br />���1;FEID :F9R BIUILDING PERMi�f <br />Date ' ' —eY — <br />m <br />