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<br />FOUNDATION NOTEo: <br /> <br />1. 5EE &l-IEET &Nl FOR TERMITE PROTECTION <br />&PECIFICATION5 <br /> <br />2. A FOUNDATION OURVEY 51-4ALL BE PERFORMED <br />AND A COpy OF Tl-IE &URVEY &l-IALL BE ON Tl-IE <br />&ITE FOR Tl-IE BUILDING IN&PECTOR& U&E. OR, ALL <br />PROPERTY MARKER& &I-4ALL BE EXPO&ED AND A <br />&TRiNG &TRECTCl-IED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED &ETBACK&. <br /> <br />" <br /> <br />y' <br />, <br />, <br />I <br />I <br />I <br />I <br />1""1 <br />10 <br />1= <br />l"'t <br />I' <br />1cC\ <br />I <br />, <br />I <br />I <br />, <br />, <br />, "6J.J! \!!Y <br /> <br /> <br />!/ -------------- -------+------------- I-------~ rn <br /> <br />~ _ 3/4" RECESS!FOR GAR DR _f----' <br />VI////h # -= -= # ~~ <br /> <br />.I'..d.1I l'.P,1I V l&".m" V I. l'.P,1I <br /> <br />I <br />i <br />I <br />I <br />I <br />(A\ I <br />6IM~! = <br /> <br />I I <br /> <br />. <br /> <br />~M <br />i '{Y <br />~ --- <br /> <br />=- <br /> <br />~ <br />~I <br /> <br />(F\ <br /> <br />~ <br />, <br />~ <br /> <br />(J\ <br /> <br />PARTIAL FOUNDATION PLAN ~ ELEV, <br /> <br />10" DIA. <br />1/2 COL <br />IIC1E1j(TYPICAL AT <br />A GAR.A6E) <br /> <br />1 <br /> <br />1/4" = '-0" <br /> <br />ALL WORK SHALL COMPLY WITH ALL . <br />PREVAILING CODES, FLORlDA BUILDl,~.G <br />CODE NATIONAL ELECTRIC CODE A~D <br />ClTY O~ ZEPHYRHILLS ORDINANCES <br /> <br />REVIEWED <br />JUN 0 1 Z005 <br /> <br /> 0 FOOTING SC+-tEDULE 0 <br />MK. · ~!ZE RElt-FORClNG DEPTI-I <br />Fl 2 ,-",'><2' -"" (I) lI& . 6' O.C. EA04 WAY 12' DEEP <br />F2 2'.6'><2'.6' (1) lIS . 6' Ot:.. ~ WAY 16' DEEP <br /> <br />~~ <br /> <br />FILL CELL WA1~Y MIX TO <br />COYER PipE, (AF'PROX. 3 COUFWE&) <br />NO VERT. REBAR REQUIRED <br /> <br />SAW CUT CRACK CONTROL <br />JOINT. CUT TO BE MADE <br />WlTHL'I 24 BOeRS OF <br />CONCRETE PLACEMENT. <br /> <br />~ MIN. 1/8" IN WIDTH <br /> <br /> <br />~ IN DEPm <br />, <br />...----- .. . ~ It, ... , .. <br />" ." '" ,/. ' <br />, , <br /> <br />" <br /> <br />, . <br /> <br />'.. 4 .'\ <br /> <br />" ," <br /> <br />.. '. '" <br />. 6f., . ~ <br /> <br />. .. .' ;'\'. <br /> <br />CONCRETE <br />SEE GE:-iERAL NOTES <br />AN D MIX REQUlREME..'HS <br />FOR PLACEMENT, <br /> <br />.. .".. ~ '. .." <br /> <br />/ FL\lJSHED C'ONCRETE FLOOR <br />SAW eLl' <br /> <br />~ " ' WELDED WIRE FABRIC PER TYP, WALL SECTION <br /> <br />t .:..~ ;"'l"~ . .,. ., :..,.. ~ ':::-'.. .: ";'.. ... -<':?> <br />.;a.:r:i-',.:, ,,~:r-::-.' ~.~.: :..,. ,.......... .~ ....i <br />:;...' :;. <br />.~ <br />VII''-c <br /> <br />D <br />, <br /> <br />>)"~ ~~.1~~ <br />")0"'"..0:: ~ ' <br /> <br />V'"~~ <br /> <br />I(t'" <br /> <br />SA W CUT CRACK CONTROL JOINT <br /> <br />. <br /> <br />E <br />; <br />j <br />J <br /> <br />~$~ <br />_/~ <br />#O~- O~ <br /> <br />I) <br />.. <br />I) <br /> <br />~ <br />IS <br />... <br /> <br />IS <br />:I <br />~ <br /> <br />'. <br />, <br /> <br /> ~ <br /> I <br /> ~ <br /> ~ <br /> I <br />; ~ <br />I <br />~ ~ <br /> I <br /> ~ <br /> <br />; <br />, <br />" <br /> <br />~ <br />~ <br /> <br />1 <br />~ <br /> <br />~ <br />I <br />~ <br /> <br />~ <br />, <br />'" <br /> <br />~ <br />I <br />r <br /> <br />~ <br />I <br />" <br /> <br />~ <br />I <br />rc <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />I <br />iI' <br /> <br />~ <br />I <br /> <br />n'.~3'-~" <br />/ Ale PAP <br />vi <br /> <br />r-- FILL CELL WlMAeONRY MIX TO <br />COYER PiPE. (AFF'ROX.3 COUR&E5) <br />NO VERT, REBAR REQUiRED .<!t')'.m" <br />1".411 <br /> <br />I"'.~II <br />".17)" ".&:''' <br /> <br />1'.117)" <br /> <br />~ <br />I <br /> <br />!..1'_mll <br />".mll ".t." "..d.1I 2'.4" <br /> <br />l-I~~tl 1 <br />· r-~--- ----L~----'--~~J_~--- --~ ---,. f---------------F~';.--- --------~ ---. r---I t___~_____~_____.!I_+-----_I~_,. <br />/ =-:.i I <br />r------------------------ ----, ::t ~ f[.\ l"-~--------------------------l I <br /> <br />u _ , I <br />I- - \ 9,11 J I I <br />j[~~ = II <br />.. ELEvATION <';; I I <br />(-) 0'-3 112" Lr ~ I I <br />P,'.'2" MoO. 11'.IG7.)'. l':l,'.p,1I I , <br />! r-. <br />. lmll '.?" _ ~G7.)"B' I I <br />I / ,I 1 _= I . <br />I / 1 ,~V ~' .! I <br />I ~ .1 / I <br />I ',I i I f., I I <br />! '< !', ~ II ...... J I .'/-1 / , <br />,'~ ----- ----~...J.)_ .--- I <br /> <br /> <br />~ 3 112' MIN. (4' NOMINAL) <br />~ CONC, 5LA6 ON GRADE <br />2 ...'~ DlV.J"O.IAI WI ~x~ UJ1AxW1A MEet-! IN TOP <br />.7;;J J-OUVI'II-\l.. - OF 1112' OF 5LA6 OR 4' <br />AT tiL IN1ERlOR FleeR ME&t4 CONC. 5LA6 <br />&Lt.8~ OYER i& MIL vAPOR 6ARRIER <br />(f1'FICAIJ C:: ON CLEAN, Ll.ELL.COMPACTED, <br />-= TEfOiMlTE TREATED, GRANULAR <br /><'; ~ FILL. <br />~ ~ <br /> <br />?'.m" <br /> <br />"..d." <br /> <br />';'.17)" <br /> <br />1'.0" <br /> <br />3'.10' <br /> <br />8" thlcker1 edge <br />wi 1*& COr1t~ <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />I <br />r- <br /> <br />'2'.4" <br /> <br />~ <br />-= <br /> <br /><'; <br />~ <br /> <br />, , <br />I ! <br />TI <br />I I <br />I I <br />I I <br />.l@> <br />i<--- , t<t: <br />IU <br />- , <br />~ 'b' <br />'0; <br />~31 <br /> <br />!! &''.It'l'1 <br />I I <br />I I <br />~I <br />I , <br />I I <br />I I <br />I I <br />I I . <br />I I I <br />d I <br />INDICATE51 .lIS <br />'1 I VERT. iN CONC. MA&oNRY I <br />I I eLK. FILLED OOLID WI I <br />I I CONC. !-lOOK INTO eEAM L <br />I I A6V. AND FTGr. eELOJ.). <br />I I , -J;/4"eJ <br />, I I <br />! ! ~ <br />! ~---[-------fo---} --- <br />I ,= <br />.' /tlIJ I ~ <br />i / v, ~ I ~ <br />I ~ I <br />I ~ I <br />! : ?.d.'..d.1I I <br />m . <br />rA\ ii I, ~ <br /> <br />\2V 4.~. II 2'-~1I I <br /> <br />" ' i <br /> <br />I <br />, <br /> <br />, <br /> <br />1'2'.lG7.)1I <br /> <br />C:: <br />- <br /><'; <br />!:: <br /> <br />oc <br />ill <br />-.....3 <br />~ <br />~ <br /> <br />n <br />'-- -'t-. ,- <br /> <br />~ <br />~ <br />t: <br /> <br />~ <br />~ <br /> <br />.J.-.. ELEVATION <br />'r (.) ~'.3 112" <br /> <br />~ <br />""" <br /> <br />"m'_l ~/4'1 <br /> <br />'.~ Inu'2'.m Inll <br /> <br />S <br />1 <br />N <br />S <br />il <br /> <br />-~'-?II ---1---- <br /> <br />1 <br />i <br />, <br />, <br />, <br />I <br />i <br /> <br />l,/t'l l- <br />,,~.,J'l <br />, <br />I <br />I J'-ClII <br />! <br /> <br />~ <br />I <br />=- <br /> <br />// <br />/1/ <br />//f( <br />/ / I ' <br />// I ' <br />1/ '\. <br />/ -'<- _.J__'- <br />/r:" I ,# <br />/ /. ~, I ,f' <br />I /.7 /""\; q <br /> <br />/~ I) ~~~~'_ <br />\( c) )j ~ <br />'~~ ;:,. <br />%~ ~ <br /> <br />!':l,'.I111 <br /> <br />l..i'.?I' <br /> <br />1 <br />. <br />l-IB~ ~ <br />, ~-mt: "==- <br />· T~-- V.C, Q <br />,ill <br /> <br />~ <br />I <br />· I n <br />-FJ.I" - - - '- <br />I J-- - <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />.1 <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />, ~ <br />, ~ - <br />I ~ 1 <br /> <br />.1 ,--~~ ~>h <br />II!l ' /~- -it'{!/ <br />~',,-----------------,~~. '~ <br />I ~J'-i1f - - -lii.Y '/ / / ~ ~ <br /> <br />,r/4"CJ : <br /> <br /> <br />__---. __ I <br />I <br />I <br />I <br />I <br /> <br />~ <br />I <br />Lr <br /> <br />; <br />, <br />~ <br /> <br />~'_'211 <br /> <br />~ <br />, <br />~ <br /> <br />6RIC~_ <br />PAVEr..:6 <br />ri-i-. 1 <br />: ! ~ <br /> <br />I <br />I NOTE: <br />I REFER TO ELEvATIONS <br />FOR TYPE Of COLUMNS <br />INSTALLED AT ENTRY <br />I TO EN5URE PROPER ,.. <br />I FOUNDATION REINFORCEMEN, <br />IBE.FORE ANY CONSTRUCTION <br />BEGINS, <br /> <br />, <br /> <br />.-B <br /> <br />0~ <br />Fl .~ <br />~~ <br /> <br />fPVJ\ <br />..111 ~?N~ <br /> <br /> <br />f--------f----- --~ <br /> <br />I <br /> <br />:/v <br /> <br />ill.. <br /> <br />~ <br /> <br />- - <br />- - <br /> <br />?'...11I <br /> <br />".4." <br />11'.IG7.)1I <br /> <br />.d.'.lmll .1'..d.1I 1'.811 <br />&,'_?II <br /> <br />/ <br /> <br />It.'.t'l" <br />1~'...1" <br /> <br />?'.?II J'.4.IIJ'..d.'1 <br />'2'.P,1I ! <br />/ <br /> <br />l'.P,1I <br /> <br />J.ti')' . G7.)1I <br /> <br />j ELEvATION <br />''i (' -7 ~3"" l/2" <br /> <br />~OUND~l~ON Pl~N <br /> <br />1/49 . 1'.09 <br /> <br />=" <br />I <br />!:: <br /> <br />. <br /> <br />LATEST DATE: IN PROCESS DESCRIPTION: <br />REVISION DATE: <br />09/24103 <br /> 07/20/04 E.W,O. #1373 <br /> <br /> ~ ...::t <br /> L[) <br /> a O'l <br /> Q) <br /> () <br /> QC C <br /> en <br /> CI' <br /> Q) <br />; C E <br />I 0 <br />~ ..c: <br /> tJ <br /> <br />~ <br />I <br />~ <br /> <br />~ <br />, <br />~ <br /> <br />= <br />I <br />'" <br />0: ~ <br />I <br />I ~ <br />N <br /> <br /> ~ <br /> I <br /> ~ <br /> ; <br /> I <br />I I ~ <br />~ <br /> I <br /> it <br /> <br />p,1I <br /> <br />~ <br />I <br />~ <br /> <br />, <br /> <br />; <br />I <br />~ <br /> <br />; <br />I <br />~ <br /> <br />; <br />, <br />~ <br /> <br />" <br />II) <br />~ <br />gB <br />Un <br />25'" ~ <br />1:x - <br />~r ij <br />~<t ~ <br /> <br /><t'-' <t <br />~~~ <br />-Ij[ . <br />~~~ <br />i3j <br /> <br />fA\ <br />'\.IY <br />VELEY 'C' <br />~'( <br /> <br />o SAMUEL A. GREENBERG, P.E. <br />o T~Y ~. ~UYN~, P.E. ~12'>122 <br />o IRWIN J. BENSON, P.E. .4~158 <br /> <br />~4245 <br /> <br />~ <br />\3) <br />I . <br />I I <br />I I <br />I/OD' I <br />-<{, , <br />~'.m ,-1, I <br />I I <br /> <br />~K~ ~ c] <br />'/ h-~~ I r. <br />~/I 5E~~se~ t%: --___ I f <br />~I/ ~ ""'~ /' TUB 1\ I <br />all//////// ~ - - - - -1-' t <br />~ ,,----~/! <br />IT <br />&" WIDE TI-IICKENED. I <br />ED6E WI (\) '5 CCNt. :. <br />~;~ t <br />f A \ . I <br />~I <br />; <br />I <br />I <br />I <br />I. <br />I <br />.d.'.?" ~I.lm" .d.'.~1I t-b <br /> <br />! ___J__ R ___l_,____~~ 1 <br />--=--::..-::..-:=-\. 61 I lV. 'I D. II I I <br />/ I REF, ! ~.:.,...; I I I I I I <br />= I / I I I I I -L.!.J <br />~ r~-~-+-----r------T-- - --------------------rr----;n <br />-:. f / I I I ~AN5EN____l..__.----! ---::1:: <br />V, /, / I --,---~-- sox -~X~ LLALL , <br />~ Ifl I - Jr ...-i, . <br />, -- N (W,II <br />I .K J <br />~ I ',~ <br />fe, ! I <br />C1'_G7.)1I "'.G7.)1I ~'.I7}II' <br />~ r I ELEvATION t ~r.r-l-IB. <br />~ I I ~ (-) 0'-3 1/2" I, I <br />~ I IIu. I <br />I I -to, I <br />I I I- _ I <br />/ "fJ'T'- 'T'-'-'-'-'-' ~--' :.~v~._._'_.-.-.-r- ii~'-'-'-'-~'-' <br />~}"'------ -----'1 -'--- -4 Y I <br />/ / 'I ;... I ' <br />I 0-1"':_______ ------.' ~ I <br />/ ,/ · · I I <br /> <br />Y +--------- ----------1-- <br />I II I <br />1~1I I / 1~'.17l1l , <br />! I <br />I <br />I <br />I <br />I <br />, . <br />, <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />, <br />CI'.31l I <br /> <br />___ _____________________J <br /> <br />3/41 RECESS FOR GAR DR.~. <br /> <br />TO Tl-E a:ST Cf TI-lE OOmR'5 oo.IlEDGE ~ BELIEF, T\-lE <br />$~ FI.AN5 ~ t:ffCflCATla.6 Wf1.. Y ILlm mE <br />flORIDA aJILDm crof, OECT~ I~~ FOR 120 M.PJ.+. :3 OECOO <br />GU5T, EXF06UfO;E 'e' WIND IC)lE (2001 EDITICW. <br /> <br />Tl.J15 DRAWm ~ DESIGN IS VALID FOR 12 Ha-lTl.JQ IfiER THE <br />DATE 15 SIGNED tW 6EALED. <br /> <br />SiGl'EO A'jf) SEALED FOR TI-lE 5~ FOR1"~ Cf THIS <br />D~~,(. <br /> <br /> <br />~~ <br />~oc <br />~ <br />Cd} <br />OO~ <br /> <br />\J ~ <br /> <br /> N <br /> rr;~ <br /> ~~ ~ <br /> 0'" <br />O~ I 'il~ <br />~d\ <br />Q~ "';1 <br /> "-. <br />OC--.. o@ <br />l)~ ;!;/il <br />o~ ~- <br /> z~ <br />-JtO <3"- <br />u.'- i'5!<2 <br />U)- I I 8lX <br /> ",::0 <br />Z~ IX ~~ <br />u~ ~(5 <br /><[~ ~u. ~ ~~ <br />ill in U <br />10 "t I!: (5 <br />D~ 0 .. 'Zt5 <br />-J-&) 10 ~o= <br />-J-&) u <br />ill "" ::0 <br />ill 0_ 058 <br />(L~ w'" <br /> ~1!1 <br /> ~d\ "'>- <br /> ,"t i3?i <br /> ~-&) E:l>-, <br /> Ou <br /> 0;3 <br /> ~~ 'ill!: <br /> 13", <br /> c<"ItO i~ <br /> '- <br /> X, ~~ <br /> 2~ ~g <br /> r:;a <br /> '0 @ <br /> QI <br /> (L(L <br /> <br /> <br /> <br />(!V <br />~ <br />@ m ~ a a a <br />l!!:, l!i l!!:, I!!:, <br />D ~ ~ ~ a <br />~ i!e) ~ <br />~ ~ ~ <br />@9 ~ ~ <br />c!J ~ (@ ~ l!V @ <br />2) 'i? @ ~ €V ~ <br />@ <br />c!J III <br />~ ~ <br /> @5 <br />@ l? <br /> ~ <br /> [I!] <br />~ to @ III '" <br /><II ~ l!!I 25 ~ <br />[!!] ~ ~ ~ @ ~ <br />= i ~ @5 l? <br />@:S ~ .. @ @ @ <br />d @ @, !? <br />~ <br /> <br />DATE: <br />06-116-02 <br />SCALE: <br />AS NOTED <br />DRAWi>I BY: <br />B ~ ILIL VANCE <br />AUTOCAD FILE NA.\1E <br />11827 <br />ENGINEER OF RECORD: <br />DANSCO <br />ENGINEERING P.A. <br />SHEET DESCRIPTION: <br />FOUND A liON <br />PLAN <br /> ~ <br />