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<br />10"DIA <br />1/2 COL <br />(TYPICAL AT <br />GARAGE) <br /> <br />LL <br /> <br />.--- . <br /> <br />~ <br />, <br /> <br />~ <br /> <br />~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />!@SIM <br /> <br />'" <br />"" <br /> <br />FOUNDATION NOTES: <br /> <br />1. SEE SHEET SNI FOR TERMITE PROTECTION <br />SPECIFICA TIONS <br /> <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED <br />AND A COpy OF THE SURVEY SHALL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING STRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS. <br /> <br />I <br />r- <br /> <br />- <br />- <br /> <br />/ <br />/ <br /> <br />~ <br />U <br /> <br />~ <br />'" <br /> <br />fP\ fJ\ ~ <br />~V ~V ~ <br />--------- 3~4~-;;~;;;-:.~~-~:-; ~-~---------. >--~ - <br /># -= -= # """" ~ <br /> <br />1'_811 V 16'.011 V 1'.811 1'-411 <br /> <br />P:~~_Ie>~L FOUNDATION PLAN 6) ELEV. lIC'ffi <br /> <br /><> FOOTING SCHEDULE <> <br /> <br />t1K.. · 51ZE <br /> <br />Fl 2 '-IZ)'><2'-IZ)' <br />F2 2'-0'><2'-0' <br /> <br />> <br />:c <br /> <br />..,. <br />. <br />. <br />::\.l <br />D <br />... <br /> <br />:0 <br />::\.l <br /> <br />..,. <br />... <br /> <br />D <br />:D <br />> <br />o <br />z: <br /> <br />- <br />.... <br />.1- <br /> <br />a <br />=- <br />a <br />:1 <br />z: <br />3 <br />.1- <br />I <br />I <br /> <br />... <br />- <br /> <br />- <br />.1- <br />.u <br />...J <br />- <br /> <br />::> <br />:.> <br />;Q <br />~ <br />::;) <br /> <br />.... <br />::\.l <br />)Q <br />... <br />- <br />x <br />< <br />z: <br />z: <br />JJ <br />...J <br />- <br />.... <br />d) <br />..... <br />lJ:) <br />Cl3 <br />e <br />- <br />Cl3 <br />..... <br />IlCS <br />a <br />- <br /> <br />~..- <br /> <br />REll-FORClNG <br />(1) "s . 0' O.C. EAC14 WAY <br />(I) "s . 0' O.C. EAC14 WAY <br /> <br />DEPTI-l <br />12' DEEP <br />10' DEEP <br /> <br />ALL WORK SHALL COMPLY WlTHALL <br />PREVAILING CODES, FLORIDA BUlLDIW] <br />CODE, NATtONAL ELECTRIC CODE AND <br />CITY Of ZEPHYRHILLS ORDINANCES <br /> <br />REVIEWED <br />MAY 2 62005 <br /> <br />~~ <br /> <br />~ ~ MIN, 1/8" IN WIDTH <br /> <br />~ IN DEPTH <br />" ': .~' ;:-[J.:~/' ~. 'A <br /> <br />. . .... '.. I <br />, '.., 4 ,'\ " '. " <br />, " '. ,4.,- ~ <br />. ' . ' ----!.....-,~' . <br />I ., . <br />" , <br /> <br />L FI~ISI\ED CO'<CRETE FLOOR <br />S.~ W CeT <br /> <br />~ ~ WELDED WIRE F~BR1C PER TYP. WALL S&:TION <br /> <br />t~."'.."I~-;-:r~. ., :~ ':#'; ~p... ~.A'.~ <br />a;':.~r..'"":.:77.-:-:~;::~.: ~..,. . ..~~;-~ ~ <br />I -~ :%; ~ <br />..,.,. 1)0'" :, <br />oj~ ... <br />, ; <br /> <br />SAW CUT CRACK CONTROL <br />JOINT, CuT TO BE MADE <br />WITHIN 24 HOLRS OF <br />CO;\CRETE PLACEMENT, <br /> <br />CO.~CRETE <br />SEE GE.~ERAL ~OTES <br />~~D \-\IX REQUIREME~TS <br />FOR I'LACEMEN f. <br /> <br />.. ..... . "., <br />. .".. <br />~ <br /> <br />\ <br /> <br />~'\oC <br /> <br />~ <br /> <br />SA W CUT CRACK CONTROL JOINT <br /> <br />ENGINEERED PLANS <br />ON FILE <br /> <br />fi:\ <br />ElEYW <br />eM.Y <br /> <br />@ <br /> <br />. I <br />I I <br /> <br />I, ~',). ELEvATION ~ <br />· ./ (.) "'-3 112" V- <br />l}l 6'-0 1/4" 2'-0 112" '.~ 11211 '/ 30'-\ 3/411 , <br />I 1./ I <br />I R ~"''''"\) ~ <br /> <br />J-0 IH7~S : <br />.~ ~~) ~ ~ U <br />I I ~I /"RE~~ ~ S ?/4'~.J.- I <br />l/r-TUB --" ~I/ t-lEwAD -'\.~ i I <br />FC=_-~/ ~"''''~.~~'''''''''''''''''''''~ '~~>, ----f-- 9Ci.~'---~---f-----~/-4 c ]---+-+- <br /> <br />I // I I'~, I ' I ./; ~" . <br />8" WIDE THICKENED / __L_ ~' I ~~ I ~ <br />.1 ED6E WI (I) -.; CONT. , I / ,,\', I · - <br />i FOR 6l-lOUJER RECE&5 'l ~ I .' ~ \ , I - ~ <br />I ~ ~~/('~ ()~, I I ~ <br />I , f A \ '" '\f " )/ k 4" ( I <br />'II \ 51 J ~ 6'~' J, / I <br />; -.....::...;./' 13'.1111 ~ 1'-~I' . <br />I !' <br />I '" I <br />.: ~ I <br />I <br />I 4'-811 ~'.10" 4'.211 14'.211 I <br />'--t-I J L! I <br />! ,L____,_ --- I~ -- --- ~ I <br />II I D.II W. I 51 };--=-.:-.:--=- , <br />I I I II I '-...: ::./" ! REF. I ,C\) I <br />L~____~______L_____________ - --~------i-----~~ ~~, I <br />:i~-- !-----l:--I-lAN5EN I I I', '1 I <br />I x~-OJAI.I.c:r - BOX -------------""-,-- I ',,' ~ It r 'l -k <br />· (t~J "I' -= I ~ :" ~.~ t: ~13. <br />'t-j I r-J- - - - - - -=:- ::75<~tl: ~ <br />H.B.:LL - i 6'-011 3'-011 ~'-01' I '~, ; m !@V,c,---w;-+-. <br />'I . ) E LEv A T I ON -.....::...;./' I <br />' (.) 0'.3 1/2" =r . I 1 . r;- "8 <br />, \ f- I I ~ lI'I tUI <br />v LL I I ~ti) <br />f- ....... I I I <br />.-------.H------~~i._:---.---t -TFf , <br />, ~- __J_ Y.-----'r------:::.. ~ <br />I (p I I " 'I <br />- I . .. ------ ------il~t, t" <br />-~i---------- ----------+- '1- <br />I \\ I I I <br />I 18'.011 \ \ 8"1 6'-211 I I~ <br />I ! I I' <br />~ BRICK l!~ <br />: ~ F~VERS I I <br />I 1- · +-~ <br />C\) I I <br />I I <br />I I <br />I 1= ~ <br />I I~ ' <br />I ,-' ~ <br />I I~ <br />I ----" . <br />I ' I <br />---U " /~ <br /> <br />~;~~-------------~:~~ <br /> <br />" <br />\I) <br />~ <br />gg <br />Q <br />2$t1'I ~ <br />1:)( _ <br />&~~ <br />~<t ~ <br /><t '- <t <br />~.tO <br />3~ &! <br />.Jj[ . <br />irl It Ii <br />~~~ <br />.J8 Q <br /> <br />1 ' <br /> <br />~ <br />. <br /> <br />~ <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />. <br /> <br />~ <br /> <br />("-.I <br />. <br /> <br />~ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />~ <br />, <br />(p <br />II) <br /> <br />~ <br />I <br /> <br />II) <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />~ <br />I <br /> <br />~ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />, <br />C <br /> <br />C'I <br />, <br /> <br />,-('\ <br /> <br />(p <br />I <br />'" <br /> <br />\'-\011 <br /> <br />13'.8'1 <br />2'-~1I 2'.0" <br /> <br />40'.0" <br />12'.4" <br /> <br />FILL CELL WIMAOONRY MIX TO- <br />COVER PiPE. (AF'F"ROX. 3 COU~e) <br />NO VERT. REBAR REQUIRED <br /> <br />3'-iZ>x3'-",'~ <br />AlC PAD \ <br />~ <br /> <br />14'-0" <br />2'-611 2'-0" <br /> <br />3'-0" <br /> <br />2'-0" <br /> <br />2'.4" <br /> <br />,'.10" <br /> <br />2'-4" <br /> <br />2'-411 <br /> <br />8" t.hlcken eclC1e <br />-W / 1"5 cOl"l t.. <br /> <br />J-~13. <br />.r--~l------+-~-----!l-----I!----I.---l: r--,;t --------- ---~/~------------- .r-- J__~--,~=J--,,----,..l----- ___L.:,. <br /> <br />r--------------------------I--' (L:'\ p ~ r- --- --------------------- ---, <br /> <br /> <br /> <br />I ~ W[~ <br />I ~ ELEvATION <br />I ~ (.) 0'.3 1/211 <br />I 13'.8" ; I'-Ie" MoO. 8'-211 <br />'-r-! ~ <br />I ,~IIJ0' <br />I - <br />. I - _ <br />I I. I~ <br />I '-J I l=- <br />Ii', "'. II 11IIII1 <br />I -' 'I '~~ ____-..1 <br />I <br />~----------- <br />i ~ ELEvATION AT "'.12>' (A66UMED <br />'f 3 112' MIN. (4' NOMINAL) <br />CONC. &LAB ON GRADE <br />WI oxo W1AxWl.4 ME&!-1 IN TOF <br />OF I 112' OF 6LAB OR 4' <br />FI6ER ME&!4 CONC. &LAB <br />OVER 0 MIL vAFOR BARRIER <br />ON CLEAN, WELL-COMFACTED, <br />TERMITE TREATED, GRANULAR <br />FILL <br /> <br />C\) <br />. <br /> <br />~ <br />, <br />Co <br /> <br />, <br /> <br />2'-4" <br /> <br />J'.2" 01' <br /> <br />. <br /> <br />1./" ;- . <br />./ ~.~ I <br />I <br />I <br />i / I <br /> <br /> <br />12'.10" <br />\ 51 J I I <br />~ ~ I I <br />- 2.1S'5Dj~ - I I <br />AT AU INTERIOR ~ @Il. <br />5LA8 ~R5 c OC ~l I _, <br />(1W~) w -II I <br /> <br />~~ cjl! <br />f- ti) 10. <br />I .. <br />13. <br />n I <br />_ -. '+--- 6'.1011 I <br />I <br />I <br />~. <br />I <br />I <br />I <br />I <br />i I <br />I <br />-k <br />lJI <br /> <br />~ <br /> <br />C'I <br />, <br /> <br />~ <br /> <br />~ <br />"" <br /> <br />c<) <br />I <br /> <br />c <br /> <br />~ <br />"" <br /> <br />INDICATES 1 -415 <br />VERT. IN CONC. MASONRY <br />6LK. FILl-ED OOLID WI <br />CONC., l-IOOK INTO 6EAM <br />A6V. AND FTG. 6ELOUJ. <br /> <br />II <br /> <br />I <br />I <br />I <br />I <br />~~ <br /> <br />24'.4N <br /> <br />2'-611 <br /> <br />j j <br /> <br />).~N <br /> <br />: <br /> <br />8" <br /> <br />n · <br />-=' ~ -=t- I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br /> <br />. <br /> <br />NOTE: <br />REfER TO ELEVATION6 <br />FOR TYPE or COLUMNS <br />IN6TALLED AT ENTRY <br />TO EN6URE PROPER <br />FOJNDA TION REINFORCEMEN <br />eEFORE ANY CON6Tr;aJCTION <br />6EGIN&. <br /> <br />~ ~- f\'~ <br />'T ~ <br /> <br />,,' <br /> <br /> <br /> <br />4:" \ · <br />\ <br />\ <br /> <br />2'-411 <br /> <br />I <br />I <br /> <br />I fJVP\ <br />I ~'_8N I ~^53J 411 <br /> <br />L_____________________ ___ ~__ _____ ______. <br /> <br />.ii 3/4" RECESS FOR GAR DR \ <br /> <br />- <br />- <br /> <br />... <br /> <br />- <br /> <br />~ <br />, <br /> <br />- <br /> <br />- <br /> <br />1'-811 <br /> <br />16'.011 <br />1~'-4" <br /> <br />6'.211 <br /> <br />1'.411 <br />11'.1011 <br /> <br />1'-811 1'.4" <br /> <br />1'.4" 1'-411 <br />2'-8" <br /> <br />2'-211 <br /> <br />40'.0" <br /> <br />ELEvATION A. <br />(-) ~3I7?V <br /> <br />~OUND~ l~ON PL~N <br /> <br />1/49 . 1'-09 <br /> <br />1'-01' 9 <br /> <br />~ <br /> <br />'" <br />I <br /> <br />(i) <br /> <br />fA\ <br />~ <br /> <br />jc <br /> <br />~ <br />. <br /> <br />~ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />'" <br />, <br /> <br />~ <br /> <br />~ <br />, <br />(i) <br /> <br />~ <br />. <br /> <br />~ <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />I <br />, <br /> <br />~ <br />. <br />'" <br /> <br />Co <br />, <br />(i) <br /> <br />Co <br />, <br />~ <br /> <br />~ <br />, <br /> <br />II) <br /> <br />~ <br />, <br /> <br />~ <br />, <br />r- <br />II) <br /> <br />~ <br />, <br />N <br /> <br />LATEST DATE: <br /> <br />L'I PROCESS <br />REVISIO;-.j DATE: <br /> <br />09/16/04 <br /> <br />~ <br />, <br />(p <br />II) <br /> <br />FILL CELL WIMA50NRY MIX TO <br />COVER PIPE. (AF'F"ROx. 3 COUROES) <br />NO VERT. REBAR REQUIRED <br /> <br />D 5AMUEL A. GREENBERG, FE. <br />D THUY H. I-lU"rNH, P.E. ~gln <br />D IRWIN J. BENSON, P.E. -4~lS8 <br /> <br />~424:; <br /> <br />TO TJ.f BEeT Cf TI1E ~lNEERj5 ~ iW) BELIEF, TI-lE <br />5rnxWRfIL FLM5 iW) OFECflCATICNS W1A.. Y WITH TI-lE <br />A.ORIDA eAJILD~ COOE, 5ECTla11~~ FOR 12~ MPJ.l. 3 5ECOO <br />GU5T, ~ 'e' ww Z~ (2001 EDITICW. <br /> <br />THI5 DRAUJ~ iW) DE51GN 15 VALID FOR 121'1Ct1TI-l5 AFTER me <br />DATE 15 5k:1NEJ) iW) 5EALED. <br /> <br />516NED iW) 5EIUP FOR me 5rnxTtJR..1L PORTIo-( Cf THI5 <br />DRAUJIN:i eM. .,... <br /> <br />DESCR1PTIO;-.j : <br /> <br />-~ <br />l1) <br /> <br />a~ <br /> <br />c <br /> <br /> <br />Q~j <br />OJ <br /> <br /> <br />~~ <br />Noc <br />~ <br />~ <br />ro~ <br /> <br />\J IN <br /> <br />()~ <br />Uci' <br />d)Z <br />zffi <br /><t~ <br />Q~ <br /> <br />N <br />r(1,) <br />1fl(l1 <br />~~ <br />,01 <br /><t:1fl <br />Q~ <br />oc...... <br />Ofi} <br />-1(1,) <br />lL"'" <br />I ' <br />IX <br />u<t: <br /><t:lL <br />w <br />111 <br />o <br />-1~ <br />-1~ <br />0- <br />lL~ <br /><t:1fl <br />.'t <br />~~ <br />~...... <br />'t~ <br />c()~ <br />X. <br />Ow <br />l11z <br />Q~ <br />lLlL <br /> <br />.. <br />111 <br />III <br /> <br />~ <br />1fl <br />'t <br /> <br />~ <br />0"" <br />~H~ <br /><I <br />~~ <br />;!;as <br />~~ <br />Cl"- <br />~;a <br />~g <br />~~ <br />~i:s <br />~il: <br />~! <br />'Z~ <br />!:jo= <br />~~ <br />~~ <br />"'>- <br />~~ <br />w.- <br />~~ <br />~g: <br />t3", <br />~:; <br />~~ <br />b\'- <br />~~ <br />@ <br /> <br /> <br /> <br />~ <br />~ <br />@ ~ ~ ~ ~ a <br />~ <br />D r!f) ~ ~ ~ ~ <br />p <br />~ @ ~ <br />@1 (t::l ~ <br />d w w @ ~ @ <br />2) \rl @ ~ ~ ~ <br />@ <br />d lI2 <br />~ ~ <br /> g <br />@ I? <br /> l:3 <br /> [!J <br /> lI2 @ <br />~ lI2 [!J lI2 "" <br />[!J <br />@ ~ g 2S c:!J <br />[!!] l:3 ~ [!J @ ~ <br />= g ~ @5 [? <br />@5 ~ ~ @ @ @ <br />= @ @ @, [? <br />dl <br />~ <br /> <br />DATE: <br />06-1l5-02 <br />SCALE: <br />AS NOlrlE:D <br />DRAW:'II BY: <br />[8~!L!L VANCE <br />ALJTOCAD FILE ;-.jA!-.1E <br />11827 <br />E;o.;Gl~EER OF RECORD: <br />DANSCO <br />ENGINEERING. P.A. <br />SHEET DESCRiPTION: <br />FOUNDATION <br />PLAN <br /> ~ <br /> <br />,......:._..1..... <br />