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<br /> <br /> <br /> <br />_ L........ L......,_ L <br /> <br /> <br />1 2" <br />L <br />r==- @ <br />-rt:= - 3~"- - <br /> <br />EXTERIOR WALL FOOTER <br /> <br />fin. ara e r <br /> <br />L ~2 #5 rebor <br />r- 12" @ <br /> <br />-1 #5 downrod <br /> <br />7-Y}[_E' <br /> <br />s~ 710 <br /> <br />A U- G [j- ~S~ 7'1 N-_EI <br /> <br />43' <br /> <br />--- 28' <br /> <br />.-._-~ ------- --- -~- - ---~- -_.~-- ---- -- <br /> <br /> <br /> <br />l / <br /> <br />alum posts installed by supplier <br />per manufacturer's specifications <br /> <br />~ <br /> <br />10' <br /> <br />- 1'-2~ <br /> <br /> <br /> <br />-- <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I. <br />+ <br /> <br />-- <br /> <br />4" <br /> <br />32'-4~ <br /> <br />~-~ ~ <br />2' (( <br />IIII <br />IIII <br /> <br />8'-2" <br /> <br />IIII <br />IIII <br />- \~\ <br /> <br />2' <br /> <br />t 1 <br />~ II <br />I <br />I I I <br />I <br /> <br />11'-8" - <br /> <br />I <br />I- <br />I <br />I. Q) <br />I I <br />I I <br />I I <br />I <br />I <br /> <br />2'-9" --- 5'-'L' <br /> <br />I <br />I I <br />I <br />- 4' ~- 3'-2" - I I <br />I I I <br />I I I <br />I 2S'-r I <br />I I - <br />6,-J I I <br />18'-2" I I I <br />I i I I <br />I I I <br />I I I <br />6'-j <br />I I I <br />I L________~-'. ____-.J hb <br />~ . ---=- - ~=-.'!! <br /> <br />-------Z- ----- <br /> <br /> <br />- 20' - <br /> <br />18'-2" <br /> <br />4" cone. slab wi fiber mesh <br />concrete on .006 mil. visqueen <br />over poisoned clean compacted <br />fill <br /> <br />--- 4' 19'-2" <br /> <br /> <br />-r <br />1 6" <br />.L ' <br /> <br /> <br />-1 Ie- -- ~ ~ -- - <br /> <br />2'-1' - <br />5'-4" ~2'-8" <br /> <br /> <br />c~-L <br /> <br /> <br />.~-= ==:::J <br />-- ~ I <br />L~ <br /> <br />2'-5" <br /> <br />n <br />II <br />II <br />II <br /> <br />11'-9" <br />II <br />II <br />II <br />IL <br />I ~ J~J~) <br />k ~-~ .~ <br />~ 4'[ <br /> <br /> <br /> <br />~ r <br />I 3'-6" <br />10'-) &~ <br />I g -==- 71\1 t <br />I 2'-2" <br />I r <br /> <br />56' <br /> <br />2'-8" <br /> <br /> <br /> <br />12' <br /> <br /> <br />-- -:;-j <br />~ 1111 <br />- . <br />4" - 1 I <br />5,-J I <br /> <br />1'-2" <br /> <br />1'-2:' - <br /> <br />1'-4~- - <br /> <br /> <br />6" <br />rebar o,c, <br /> <br />'1 <br />2 #5 rebar 0 <br />1 2" \:::V <br /> <br />1 2" <br /> <br /> <br />LZ7/////71 <br />indicates shear wall <br /> <br />1 9' -- 1 0" <br /> <br />BAY <br />VILLAG,E <br />BUILDERS <br /> <br /> <br />---. ... - 23'- <br /> <br />F-OU N DA-T ON/PLUMB NG <br /> <br />seA L E : 1 / 4" 1 ' <br /> <br />'"" <br /> <br />R.J. LEON & SSOCIAT S <br />architectural la ing <br />~39 honey vis ' , <br />tampa,f133624 l -5779 CO V E 1\ TT' D Y 53 1 <br />I HEJ:\EBY CERTIFY THAT I HAVE REVI TH~T~Ti:g~6~ . j V 1 \, . <br />ANOfllUND IT TO BE IN COMPU <br />_~':~rn~~TAOOAAO,""':WO~,>>~~_ ~ ____ JD ATE:1lL~5 /9 6- ~-_- <br /> <br />l' <br /> <br />LEGEND: <br />T'OT~L <br />LIVING <br />CilJ?ACE <br />cov. PilTIO <br /> <br />. yright 1 996 Bay Village Bllilders, Inc. <br />U 51 TOM ------ LC'U-S-'I1Q MER: B. V. B. - - N E1 W__M QJ1_E1 L_ ___~~___.-=~~~~'_~~~~[ A~l)J5~E-E_S 8_:__~~~~=-~ ~-~'__~~~-~~~~-_~~~~_ ~-__~_~-_~~~-_-~~~_-~-.==-- --- -- -- <br /> <br />2255 <br />1 LIS 0 <br />472 <br />280 <br /> <br />./ <br />