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<br />rr' -ff r. -r---1 <br />j (//---J 1-/ <br />/ I / I <br />_JL .J 1 '. __.1 <br /> <br />I ~'1 l- J- - ^V- ~'11J;r I ,--1 <br />kJ _ ~) __11 <br /> <br />_! I <br /> <br />~, -r----7 <br /> <br />L ' ~-2 #5 rebur 0 <br />~ 1 2" \'-:V <br />EXTERIOR WALL FOOTER <br /> <br />t~~~:--~~~~-~=~~---:~~---4~~--=~=-~-=-==~----- ---- 53' u__________ ------ m____ --- ----- ------ -- --- ---l <br /> <br /> <br /> <br />~-.------ ,,'--,,"----- f' 3'-10"-- <br /> <br />I - ---- 5' - 5" --- 1 . - 4" - I 1 ' - 4" - I- <br /> <br />de- -- - - -- --Q:)---- _u__ ___ _~_ _-: ___ _.______ __ __ __ _ .:-=-=--==-=-=-=-_ L!':-..6" -::=--=:-'=-~ -=-=-__ _,_:=---=-==--.-=--=-1,f.=6-=--=--_.=-=- ___ __ _ [ 1'-4" <br />------r----,Tii/r-Z.-T~/-7--r-iT..:-;;::--~.- -- --.f""~.7 ~ -r .. - -- -- --- <br />f--J_/._L .L__/_~"::=..l _____~._:..._J.. . j__ __L !I <br /> <br /> <br />I 1-- J I I . <br />2' - 6"11 I I I I I 6' - 8" <br />'I. I ., Iffiln :1 g' I I <br />. I U 'l{l1J 3.-S..-....j f 2'-9" .. <br />:! I: l_ _ - - ~ ~ ~-=---r ---t---- 25'-6 ----- --~-~t: 1 '-2" I <br />rill I ~,~ 3' I Q) _ ~_Ll <br />I ' ",~__-_, 1 - ..=::=._ ,--- 1_ _ __ rill..' _ __ _ __ c,._- __ _ _J <br />I I 'lt~~[~~-=.~~ ---=1:::=7Z~~jC:::===_~~ -::-.:-= =~- ..1_ 1 <br />! '! --- ~ - ~4~:- -- - --- _u -- -- --- -~~= -- -- -L, \\ -- ~~::-:J <br />1111I'1 I \\ _] <br />(lj ril II II 2' <br />I H I -3'-4" - "11 <br />I"bt/';.ll~~-~-~--- 'a'-7"------ 4" cone, slab wi fiber- mesh ::11,' <br />I) concrete on ,006 mil. visqueen <br />11' '-4" <br />over poi5oned clean compacted <br />fi II <br /> <br />i /1 "'~## II <br />I r. I II II <br /> <br /> <br />Ii I, I ~ <br />Y-8" I! II III[-J <br />- _l_-t Il - - -- f~ ~~..J <br />-+ff"" - -- -- -- -, <br /> <br />: l~- @9._3"F__~ : : <br /> <br />IIII III1 l!- --=- ~ f4~-1111 <br />r I - 1 2' - 11" -- /t- \.Y <br />II I 1 <br /> <br />:8: <br /> <br />, I <br />I~I <br />I . <br />Inl g' <br />d~1 <br />V1 <br />I vll <br />:~~- <br />Q"'I'/[' <br />,v ! /l I <br />f/I <br />I v11 r I <br />Inl9' Iv <br />I IH" Ir! <br />L___J__ :p.~~-- - - - --- --~- - -- - - _-ci!~~lb <br />________;!~---~~_- J <br />------------- 2 ~ -------------- <br /> <br />11'-4" <br /> <br /> <br /> <br />7'.-8" <br /> <br />I <br /> <br />14'-1" <br /> <br />I <br /> <br />5' -,11" <br /> <br /> <br />54' _8" <br /> <br />1 2" <br /> <br />fin. garoge-S---~. / -~--~ <br />- ----=L y----, / <br />-11 - I 2 #5 rebar <br />l.j r- 12" <br />@ <br /> <br />"0' 8" <br />,+ -- <br /> <br />1 ' -- 4" J <br /> <br />-r <br /> <br />3'-4" <br /> <br />_L_____ <br /> <br />R.J. L~~ASS09IATES <br /> <br />architec raJ plann' 9 <br />4339 hon \: ta ci , <br />tampa, ft 33624 \..: 61 1363-5779 <br /> <br />I HEREBY CERTIFY THAT I HAVE R WED THE ATTACHED <br />DESIGN AND FOUND IT TO BE IN COI, lANCE WITH SECTION <br />1606 OF THE STANDARD BUILDING CO <br /> <br />~~~~~-- DATE: 11 <br /> <br />24'--10" <br /> <br />--- 5' -- 4H ...-- <br /> <br />. 1 #5 downrod <br /> <br />V////////l <br />indicates shear wall <br /> <br />---------- .33' ---- <br /> <br /> <br /> <br /> <br />BAY <br />VILLAG E= <br />BUILDERS <br /> <br />~~OUNDA-r Oi\/PLlJMB NG <br /> <br />,.... - <br /> <br />-- --- -- ----.- --- --- -- --~---------- ---------- 53 ' <br /> <br /> <br /> <br /> <br />Bay Village BuilcleTs, Inc. <br /> <br />cusrrOMEF~: <br /> <br />ADDRESS: <br /> <br />PL~ : CUSTOM <br /> <br />SCALE: <br /> <br />;1 / 4" <br /> <br />LEG,El_ND: <br />LIVIJVG <br />GilRA GE <br />C10 V. LllJVAI <br />C10 II. E1NT RY <br />I'Q TAL <br /> <br /> <br />___lIlT [ - <br /> <br />1 ' <br /> <br />1 ;::-9/ <br />;:) L- "'l <br />Lt6~ <br />Q 9- ~ <br />;(.J t r.. <br /> <br />7:J <br /> <br />2 L't 2 1 <br />95 <br />