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Revie�ed fior CQde , <br /> , of Orono ; <br /> � CosnpOian�e C�� . ������J U�� <br /> � � �� <br /> � � <br /> . pat�^ <br /> 40'-6" <br /> _ 2'-0" �@V��21k�'S <br /> 8'-8" 3'-4" 12'-6" 14'-0„ <br /> -- :.___ - __ ____ ____ <br /> � <br /> . -- � -- 'i- — _� Notes <br /> � ---------- ----- - �---------- ---------------- ;----------- ------ i � . <br /> ; I , � �� 1)Rerr��v�existing ��oiten Zx4 tran�,nb G-v� <br /> ; , i ' replace with new 2x4 framing <br /> , : <br /> ' ' �� 2)New.60 GT preservative treated 2x si�l <br /> EGl. 14'-0" EQ. p lates <br /> 3)Remave and reuse existing siding <br /> NEw 4a'x4a'x�4' 4)%z" plywood sheathing over existing <br /> - � Pao FoonNc w/ �d ; framing.Sheathing within 12"of grade <br /> 5 /5 BARS EACH WAY , I ; <br /> I ; � TYP. OF 6 FOOTINGS i � to be preservative treated. <br /> � j ' I ; , ; S)New framin and concrete foundation tc <br /> � _ g <br /> - - _ _ _ - � -- <br /> � ; ; `� � : be separated with a 2"air space cr a <br /> - -=---� _ ---= _ '`, _ vapor barrier. <br /> � ! ` i � <br /> � 6)Bottom 6" of new framing to b� <br /> � � ' <br /> I � : protected ���ith corros�on ~�s,st�rt <br /> i f4ashing <br /> o � <br /> v i� <br /> ;, , � ; ; _ - <br /> ; . _ <br /> � 10'xt2' CONT. CONC. STEM WALL <br /> ' (;: i , _ ANCHOR BOLTS }'x10' O 48' O.C. O SILLS <br /> - -----, �---- <br /> ' � 2 �5 BAR 4' FROM TOP AN 80TTOM OF WALL <br /> � , ` , �� - - <br /> � � - -- - „ � - ` - - ANCHOR BOLTS }'x10' O 48' O.C. O SILLS <br /> < <br /> ., �-�-- - -- - -�- � -�-- - ' _ <br /> � _ . � ' ` ; � : '' '" /4 BAR O 24' O.C. FULL HIGFfT OF <br /> u� _ � <br /> � ! -,_ __ STEM WALL, ALT. BEND DIRECTiON <br /> -- -- --� <br /> I � a <br /> ' � ` ` �4 ;5 BAR CONT. O FOOTiNG <br /> � : -- __. .._ <br /> ' 10'x12' CONT. CONC. SfEM WALL : ; , /3 TIES <br /> ANCHOR BOLTS }"x10' 0 72" O.C. O SILLS <br /> � � NO MORE THAN 12' FROM SILL ENDS <br /> a 2 /5 BAR 4' FROM TOP AN BOTfOM OF W/LLL � <br /> z �s enR v�zr. 4e- o.c. I ', 2 C 0 NT. FOOTI N G � <br /> 4 �5 BAR CONT. O FOOTING , � <br /> #4 BAR O 16' O.C. FULL HI�FR OF STEM WALL, ALT. BEND DIRECiION ', I S1 SCALE: }' = 1'-0' � <br /> #3 T1ES <br /> ' � �p � <br /> , , �Z <br /> - _ - - - -- � - '-- - - - -- - �-_ _ _ _ <br /> , , - - <br /> ; , i , i _ <br /> . � <br /> , , , 0 <br /> � .� - --- ---- � � <br /> I w <br /> � , � , O Y <br /> � � c., � <br /> ; � ; � <br /> , � 4- srm �osr � o`�o z <br /> � � ; i6 ; <br /> ; }'x8' ANCHOR BOLTS m M O <br /> � ------- ---- - - ------- � ' I� — � _: . <br /> ------- -- -------- �--- ----------- <br /> , ' 48'x48'xi4" PAD FOOTING <br /> ; _ _ w. _ _-- ---- �_ ' � <br /> _ '• _ - e_� �,m...� �...�...� ° °- DATE: 09-10-2015 <br /> _ _ _ — _ __ _ _ <br /> -- __ � <br /> . _ c � �5 #5 BARS EACH WAY DRAWN: LL <br /> ___ __ <br /> 8'-8" 3'-4" 12'-6" 14'-0" 7YP. OF 6 Foo7INGs <br /> � <br /> � FOOTING AND FOUNDATION PLAN 3 PAD FOOTING S 1 <br /> _ s, scue: a- _ ,•-o- s, scuE: �- _ �•-o- <br /> ��C�IVE� <br /> SEP i 4 '�il1h <br /> CIT1(OF ORONO <br />