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CT'�'\' '.�P r`.�.�;..,..�. <br />13UILi1;\G !lti!`:1iii.'•!C'�: <br />f'I.AU t'ORl21:C;'r,�r,� �;nerr <br />;).a'fE_�anua� 2� 1985 ---. ---- <br />i71��iER Ol{D_FOx •--- .-- <br />cr,� rr.;�r,�, ua <br />'•. S CU i'C L C' �---- -------- - <br />JCIi S?7';' :tU�R!:SS _ 7432 Beverl,�Lane,___ <br />I"i �`F �lt� �;;1)iS'PRUf:9'1l)V <br />';;i — -- ---- <br />Ilti�' :�.1\I".�� ----.- <br />� :r;�: :_r.,�.� <br />_ ---- _. <br />�`.:!)I'i�I<:;: �;K:IL(}` <br />�)C:i'UI"�\�'P i.��:11>— <br />'i..'�:� �:fi� Cf: :���. 84/14205 <br />:il 1'Cyj)OII�C t0 )'GUI' 7�)pjlC:TlOfl i�OC :i }�CI'illi, ��our pians ;�a�.l �f�•.?C1(�.1i111�11:� <br />:ifi:�C hCCfl CX:17111i]t!c] (111l� \'pU ilI'C 7t(�\'l5Bd S{1'ti. ��1�3 iSSUC!P,C� Ql� 3�li•Cfil? 1� <br />vrithheld f�r :hc re•asons hcrci�;:,t'ter ;�c Cmth. �';�;'F, ::.��.I:'.1�.1.1': �.n;;�er <br />q�:esiiens and !�:ike espl;ir.:;rinas hv carr<<�ri:i�; cri::inal_?�l,r�:;, ;�n-i ��:�ti•. <br />ni tns mu: t h� submitted to thc i�ui l�i;-;!ispect:ai� I�epart�sent. .,,is .li:•�,r. <br />�nust be rrturned with oriF�nal ?lans :;nd si�eci!'icar.in�i� or f;ic•: ::iil F,e <br />Filcu 35 T1Cl� !;usiness,) <br />-" �-`-n \—�---- ----------`—�-----'�-�---`--"'—"._.—"—'--'— <br />1. <br />2. <br />3. <br />4. <br />u,�rrozr� suii.z�:�:c .:�� �F ����� �:r�rrt;�� ,,�,�: �,._.. <br />Double 2" x 8" floor beams are inadequate to support floor, i <br />wall and roof loads. ; <br />I <br />Submit detail of porch railing which shows posts are capable ; <br />of resisting a horizontal force of 20 lbs per lineal foot. ; Table 23-B <br />Decking, joists and posts of exterior deck to be preservative' <br />treated. " ; 2516(c)11 <br />Bottom of all exterior footings to be minimum 18" below grade. <br />5. ; Footings supporting posts under deck must be minimum 12" <br />! square at the bottom. <br />6. ! All posts to be connected to foundation below and beams <br />above with galvanized steel connectors. <br />1. � Vapor barriers in exterior walls to be installed on heated <br />' side of wall only. <br />0 <br />0 <br />; 85° slope of grade shown on east end view can only be <br />; provided by rock or other type retaining wall. <br />No means of support is shown for existing brick veneer <br />10. I Existing fireplace must be supported by masonry for full <br />I width and full height. Wood is not allowed to suppurt <br />I masonry. <br />11. i In order to keep soil bearing pressure below 2000N/s.f., <br />I <br />f',:,;� 1 ,>:' 2 <br />z <br />0 <br />� <br />c� <br />m <br />= � <br />�� <br />Nm <br />C O <br />m� <br />O 3 <br />m <br />i —Zi <br />m <br />..� <br />o z <br />a -i <br />rx <br />.-� .r <br />� y <br />O A <br />T <br />-i m <br />x <br />mN <br />0 <br />or <br />c� m <br />C N <br />f3*1 H <br />z c� <br />--� r <br />. m <br />a <br />A <br />� <br />x <br />A <br />z <br />-a <br />x <br />� <br />z <br />0 <br />1 <br />c� <br />m <br />n <br />S <br />