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<br />E1CfIE'VARRIA <br />+- <br /> <br />CUS1T10M _RE'S~ID_ENCE }lOR MR, <br /> <br />& MRS, <br /> <br /> <br /> <br />15'-5" - <br /> <br />6'-10" <br /> <br />--l I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />17'-2" <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />III' <br />I II <br /> <br />I <br /> <br /> <br />1'-4" <br /> <br />~: <br /> <br /> <br />I <br />I I ~----- <br />'" ---- <br />I I '" '" <br />I '" <br />I I <br />I. 3' 2"-T2'-10" <br />L ~ <br />~._==~~ <br />2'-2" " ~ ~'" 2'-10" <br />~' <br />II I <br />III !5'-O' <br />~ <br />: III <br /> <br />alum posts installed by supplier <br />per manufacturer's specifications <br /> <br />--- - -- - -- - -- - ~ <br /> <br /> <br />2 #5 rebar <br /> <br /> <br />21' -1 0" ----~--- <br /> <br />. 6" <br />/~ reoar o.C. <br /> <br />-- - - ;l <br /> <br />{jo ~-r <br />~ <br />~I 6'-0' <br />IMII ) I <br />I;, - - -;-;,~~ =r' <br />I I <br />-I <br /> <br />4" <br /> <br />I <br />L 1 2" I <br />-t <br />~=--=L ~ CV <br />-,- 36" - <br /> <br /> <br /> <br />'" <br />~~ <br />< ~ ),~ <br />V A <br />(0 ~ <br />"<0 ~ <br /> <br />. <br />2'-t' <br /> <br />- - - " · J <br />\,\ 1'-11" fJ' <br />lill <br />1111 <br />: 1119'-2" <br />IIII <br />1111 <br />III' <br />ij~-- <br />l' -11" <br /> <br />66' - 2" <br /> <br /> <br />T <br />1 6" <br />1- . <br /> <br />~ <br />2 #5 rebar f3\ <br />-- 1 2" \.;:!.) <br /> <br />7' <br /> <br />n <br />I 1~,~~.3. rF- ~~ I = = <br />I <br /> <br /> <br />ki' --~-~ -,-(4'-1 <br />Mi 11'-10. - ---4~~- 9 ~--~-f: <br />, I I II <br />I II <br />II <br />II <br />II <br />II <br /> <br /> <br /> <br />13' <br /> <br />EXTERIOR WALL FOOTER <br /> <br /> <br /> <br />9"- ~ <br />i~r) <br /> <br />11'-6" <br /> <br />1 2" <br />J=__ --L <br />iliLgQffige ~, -L 7 <br />.1 I ---2 #5 rebar <br />y f- 1 2" <br />@ <br /> <br /> <br />II 1 #5 downrod <br /> <br />II I <br />I I <br />I~I <br />I I I <br />I I I <br />13'-4" I I <br />Q)[11 <br />I I <br />I b I I 3 <br />II I L _ _ __ _ __ _ _ __ _~ _ _ _ _J <br />- ~11 <br /> <br />. _._-_._---------- - ----.---- <br />2" - <br />---- -- 21'-4" -- -- -- <br /> <br />33'-8" <br /> <br />20'-2" <br /> <br />V-Z7 / r-/7/1 <br />indicates shear wall <br /> <br /> <br /> <br /> <br />1'-4" <br /> <br />BA'Y <br />VILLAGE <br />BUILDERS FOUNDAT ON / <br />g Copyright 1996 Bay Village Btlilders, Inc. <br />~Ll\j{:CllSTOl!L:~- - EUS:foMEE.]7-B.--~_ MRS. E'Cl-j'lVABiIJA-.::~~rA.DD-RE~SS:-TOi~=j-4-:sTLVE'B~OA.i(S _P1i;rSE iL= <br /> <br />56'-4" - <br /> <br />PLUMB NG <br />--- --- =~=~ ' :-'~~~=~= <br /> <br />RJ. LEON & ASSOCIATES <br />, chitectural planning <br />,. ~g honey vis! cjr. <br />!ampa,lI33 4 813) 963.sng <br />I HEREBY CERTIFY THAT <br />DESIGN AND FOUND IT TO B I~e IEWED THilACHED <br />1606 OF THe STANDARD BUILD G PUANCe W CTlON <br />oe, ~ <br /> <br />16'-9" <br /> <br />5'-11" <br /> <br />8'-4" <br /> <br />27' - 6" <br /> <br />7' -8" <br /> <br />1 <br /> <br /> <br />__ u =_ __: ~ __ <br /> <br /> <br />SCALE: 1/4" <br />LEGE1VD: <br />TO 7i-1L <br />IIIVING <br />GjlRAGE1 <br />COV. PAllID <br />COV. E1N11RY <br />DArrE~: 12 20 <br /> <br />. ~ <br /> <br /> <br />~ <br /> <br />== l' <br /> <br />2896 <br />2100 <br />447 <br />297 <br />52 <br />96 <br /> <br />. <br /> <br />._____~'\JK. <br />