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<br />I <br />I <br />I <br />I <br />J <br />I <br />II ! fA\ <br />.--. ! ~SIM <br /> <br />'" <br />'" <br /> <br />~ <br />U <br /> <br />~ <br />I'f\ <br /> <br />:;:f" <br />, <br /> <br />(P\ <br />~U <br /> <br />fJ\ <br />\21/ <br /> <br />~ <br /> <br />, <br />I <br />, <br />I <br />I <br />--------- ------------~------- -------------~ <br /> <br />.~' <br /> <br />3/4" RECE66 FlOR GAR DR <br /> <br />~-= <br /> <br />~ <br /> <br />~ <br /> <br />" , "- <br />1'.811 <br /> <br />- <br />- <br /> <br />16'.0" <br /> <br />FOUNDATION NOTE6: <br /> <br />1. 6EE 61-1EET 6N! FOR TERMITE PROTECTION <br />6PECIFICATION6 <br /> <br />2. A FOUNDATION 6URYEY 61-1ALL BE PERFORMED <br />AND A COpy OF THE 6URYEY 6HALL BE ON THE <br />61TE FOR TI-IE BUILDING IN6PECTOR6 U5E. OR, ALL <br />PROPERTY MARKER6 61-1ALL BE EXP06ED AND A <br />6TRING 6TRECTCI-IED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED 6ETBACK6. <br /> <br />I <br />r- <br /> <br />- <br />- <br /> <br />/ <br />/ <br /> <br />~ <br />D --~- <br />.'\.' ~ <br />~ <br /> <br />" , "- <br /> <br />1'.811 1'.4" <br /> <br />10" DIA. <br />1/2 COL. <br />(T"(PICAL AT <br />GARAGE) <br /> <br />P:,~:_Ie>~L FOUNDATION PLAN 'iil ELEV. IIC'EB <br /> <br /><> FOOTING 6CI-IEDULE <> <br /> <br />MK. · <br /> <br />Fl <br />F2 <br /> <br />DEPT~ <br />12' DEEP <br />16' DEEP <br /> <br />51ZE REll'FORClNGr <br />2'-~')t2'.~' (1) lIS . 0' O.C. EAO-l WAY <br />2'-0')(2'-0' (1) lIS . 0' O,C. EACl4 WAY <br /> <br />SAW CUT CRACK CONTROL <br />JOINT. CUT TO BE :\1ADE <br />\VITHl:--! 24 HOURS OF <br />COi\CRETE PLACEMENT. <br /> <br />> <br />:0 <br /> <br />or <br />D <br />5t <br />='J <br /> <br />CO~CRE rE <br />SEE GE.'IERAL ,'lUrES <br />A"D MIX REQU'REME.'I'rS <br />FOR I'LACEME"<T. <br /> <br />.. 4.... . ..., <br />. ..... <br /> <br />D <br />.... <br /> <br />:0 <br />='J <br />'It' <br />.... <br /> <br />o <br />D <br /> <br />> <br />o <br />iI!: <br /> <br />- <br />.... <br />.I.. <br /> <br />a <br />311 <br />10 <br />::l <br />Z <br />~ <br />.I.. <br />, <br />, <br />.... <br />- <br /> <br />SAW CUT CRACK CONTROL JOINT <br /> <br />- <br />.I.. <br />.u <br />..J <br />- <br /> <br />:::> <br />:.:> <br />:I) <br />~ <br />::l <br /> <br />..... <br />='J <br />:0 <br />.... <br />- <br />:z: <br />~ <br />Z <br />z <br />.u <br />..J <br />- <br />.... <br />(I) <br />... <br />Q) <br />"" <br />e <br />- <br />as <br />... <br />Cd <br />U <br />- <br /> <br />.. <br />~ <br /> <br />ALL WORK SHALL COMPLY WITH ALL <br />PREVAILING CODES, FLORIDA BUlLDH':G <br />CODE, NATiONAL ELECTRIC CODE AND <br />ClTY OF ZEPHYRHILLS ORDINANCES <br /> <br />REVIE'NED <br />JUN 0 1 2005 <br /> <br />~~ <br /> <br />" <br /><J) <br />~ <br />~S <br />Q <br />~"'~ <br />Ex - <br />&~a <br />~~~ <br />~'- ~ <br />~.IO <br />3~ Pi <br />J[ . <br />rd oc It <br />~~~ <br />J8 () <br /> <br />r z <br /> <br />tA\ <br />illY W <br />OlY <br /> <br />ENGINEERED PLANS <br />ON FILE <br /> <br />~ <br />, <br />0'1 <br />U\ <br /> <br />~ <br />, <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />, <br />~ <br /> <br />N <br />, <br /> <br />~ <br /> <br />~ <br />I <br />~ <br /> <br />~ <br />I <br />U\ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />~ <br />I <br /> <br />~ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />~ <br /> <br />!:: <br /> <br />N <br />, <br />~ <br /> <br />0'1 <br />, <br />N <br /> <br />)'_10" <br /> <br />13'-8" <br />2'.~" 2'-0" <br /> <br />40'-0" <br />12'.4" <br /> <br />FILL CELL WtMAOONRY MIX TO- <br />COVER FIPE. (AFF'ROX 3 COUROE5) <br />NO VERT. REBAR REQUIRED <br /> <br />3'.1<M'-~'~ <br />AlC PAD \ <br />~ <br /> <br />14'-0" <br />2'-6" 2'.0" <br /> <br />3'-0" <br /> <br />2'-0" <br /> <br />2'-4" <br /> <br />3'.10" <br /> <br />2'.4" <br /> <br />2'.4" <br /> <br />8" thicken edCle <br />-wI IllS cdrit. <br /> <br />,t-~.B. <br /> <br />-r--~I------ ~-----~-----~----I.---l: "'"-~ --------- ---~/--:'------------- -.--- J__~--~~J--,----.!I-l----- ___L:,. <br />r--------------------------~-l ~~ ~ r- --------------------- --, <br /> <br />! ~ \V ~~ <br />~ I ELEVATION <br />~ I (-) (2)'-3 1/2" <br />t-- I'-Ie" MoO. 8'-2" 2'.4" <br /> <br />I ~" 0' "_2" 11\" <br />II - J ~ I 1,/ 4'1 ~ . <br />- - -' ~~ , <br />,I I. ? 1/ I <br />r-- i I i 1/ I <br />- "'l 'L~-!-- I<-. ___~_ ~1/ i ! <br /> <br /> <br /> <br />r-- 2 -Ij'S DIAGaiAL <br />AT ALL INTERIOR <br />5u.8 ~ <br />(TYPICAL) <br /> <br />~ <br />, <br /> <br />~ <br />, <br />~ <br /> <br />I <br /> <br />13'-8" <br /> <br />! ! <br /> <br />. <br /> <br />- <br /> <br />~----------- <br />i ~ ELEvATION AT e>'-I2)' (AS5UMED <br /> <br />'r .3 1(.2' MIN. (4' NOMINAL) <br />CONC. SLAB ON GRADE <br />UJI ~x~ UJl.4xUJ1.4 MESH IN TOP <br />OF 1 1(.2' OF SLAB OR 4' <br />FIBER ME6H CONC. 6LAB <br />OVER ~ MIL VAPOR BARRIER <br />ON CLEAN, LlJELL-COMPACTED, <br />TE~ITE TREATED, GR.ANULAR <br />FrLL. <br /> <br />N <br />, <br /> <br />12'-10" <br /> <br />, , <br />I I <br />I I <br />I I <br />, I <br /> <br />@>;,-----> <br />-lI I <br />I <br />cjo! ~ <br />I'I~ <br />131 <br />I <br />6'.1011 I <br />I <br />I <br />~- <br /> <br />~ <br /> <br />N <br />I <br /> <br />I <br /> <br />~ <br /> <br />oc <br />ill <br />.......3 <br />(fiG <br />::JI <br />1-rJ) <br /> <br />(1"\ <br /> <br />~ <br />N <br /> <br />II <br /> <br />@ <br />. I <br />I I <br />I' $)II~ ELEvATION t1.. <br />V (-) 12>'-3 l/2" V- <br />I j-! ~'_12' 1/411 2'-0 112" '-~ 112" <br />I I ./ <br /> <br />rt~ ~~~77~s <br />W-/ ~ ~'1 <br />.1 I (0 -i ~ ~ <br />~ I _-_. ~I /,REC(~ ~ S <br />I /r TUB " ~V f.+EwAD """ ~ i <br />i ~l- - - - - ~"-"-"-"-"-"-"-"-~ ~ <br />l"l /1 .~'\ <br />I --- <br />I a" WIDE Tf4ICKENED <br />.1 ED6E WI (l) lIS CONT. <br />i" FOR 5l-lOU!ER RECE&5 <br />I <br />I: fA\ <br />l~ <br />i <br />I <br />I <br />I <br />.1 <br />I <br />I 4'.8" ~'-10" 4'-2" <br /><--t-I.J l! <br />,,1-----,- --- I~ __L___ ~ <br />II I D. II W. I 51 };--=--=--=--=-- .' <br />II I II I '-.::A-'! REF. I ,cC1 <br /> <br />L~----~------I-------------- -- --+------i-----t'~ l"'~""" <br />::k::-- !-----l:--HAN6EN I I I', 'J <br />I ~x~-aJAII.c.r - 6OX., __............-w-_........._,__ I ',r' <br />. I~-~' ~J - I}.. <br />\V.~.) - I <br />'t--/ I <br />: I <br />! <br /> <br />2'-6" <br /> <br />(1"\ <br />, <br /> <br />!:: <br /> <br />n <br />- -. -:;--- <br /> <br />~ <br />N <br /> <br />30'.13/4" <br /> <br />i i <br /> <br />INDICATE5 1 -lIS <br />VERT. IN CONC. MA50NRY <br />eLK FILLED &OLID WI <br />CONe., f400K INTO eE.AM <br />A6v. AND FTG. 6ELOW. <br /> <br />~ <br />I <br /> <br />'~',--''-----r-- ~1_211- <br />, , <br />~,',l <br />/ I',,' i N <br />/ I' I I <br />/ " <br />/__L_ -+-' I <br />~ I I'~' I <br />'~ I / /. ',,-' I <br />~ '/"-. ",,- ' <br /> <br />~~/;'~ l));' j <br />~ l) )/ ~ 4' CJ <br />IS'/.A" ../, / <br />1~ 1'-~" <br /> <br />t-~ <br /> <br />Q-l <br />I <br /> <br />"f" <br /> <br />~ <br /> <br />13'.11" <br /> <br />24'.4" <br /> <br />! <br /> <br />N <br />I <br /> <br />j i <br /> <br />)_~II <br /> <br />! <br /> <br />in <br /> <br />14'-2" <br /> <br />~'-0" <br /> <br />i fC\ <br />~ <br /> <br />3'-011 <br /> <br />~'-0" <br /> <br />i <br />H.B.:LL: - <br />-"I . ) <br />\ <br /> <br />ELEvATION <br /> <br />~'-2" <br /> <br />n · <br />- -_...:=--+- <br />- --~ I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br /> <br />8" <br /> <br />t' . <br />_____~ L.~__ <br />,~ <br />------il~~~ <br />'i <br />, <br />I- <br />I- <br />1'1 <br />I~ <br />BRICK I <br />F~VER6 I <br />I <br />.! ! <br />I <br />I <br />I <br />1= ~ <br />1"1 -' <br />I. ~ <br />I"f" - <br />-- --" . <br />, I <br />--- ~ ' ,. )!III <br />.. '- , /~ <br />~~~~-----------~~~~~ <br /> <br />I <br />I <br /> <br />, <br /> <br />I <br />I <br /> <br />I (JVP\ <br />I ~'-811 I ~~V 411 <br /> <br />L_____________________ ___ ,~__ _____________ <br /> <br />... 3/4" RECE66 FOR GAR DR \ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />. <br /> <br />NOTE, <br />RER:R TO ELEVATION5 <br />FOR nPE OF COLUMNS <br />IN6TALLED AT ENTRY <br />TO EN$URE PROPER <br />FO.JNDA TION RE INfORCEMEN <br />eEfORE ANY CONSTRUCTION <br />6EGIN5. <br /> <br />~0't\<& <br />4~0" \ · <br />\ <br />\ <br /> <br />2'.2" <br /> <br />~ <br />, <br /> <br />~ <br /> <br />- <br />- <br /> <br />..j <br /> <br />- <br /> <br />~ <br />I <br /> <br />- <br />- <br /> <br />1'-811 <br /> <br />I~ '-12'" <br />1~'-4" <br /> <br />~'-2" <br /> <br />".4" <br />11'-10" <br /> <br />2'-4" <br /> <br />1'-8" 1'-4" <br /> <br />1'-4" 1'.4" <br />2'-811 <br /> <br />40'-011 <br /> <br />ELEVATION l <br />(-) ~3 1/2" 't' <br /> <br />FOUND~ r~ON Pl~N <br /> <br />1/4. . 1'-0. <br /> <br />1'-011 ~ <br /> <br />~ <br /> <br />N <br />, <br />C<"\ <br /> <br />;.. <br /> <br />fA\ <br />\2.V <br /> <br />j<: <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />, <br /> <br />~ <br /> <br />..... <br />, <br /> <br />~ <br /> <br />~ <br />I <br />C<"\ <br /> <br />~ <br />I <br /> <br />~ <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />, <br />I <br /> <br />~ <br />I <br />N <br /> <br />~ <br />, <br />~ <br /> <br />~ <br />I <br />~ <br /> <br />~ <br />I <br />in <br /> <br />~ <br />, <br /> <br />~ <br />, <br />I <br />U\ <br /> <br />~ <br />, <br />N <br /> <br />LA TEST DATE: iN PROC ESS <br />REVISION DATE: DESCRIPTION: <br /> --------------- <br />09/16/04 <br /> --------~-_._-- <br /> - -------- - <br /> --- -- <br /> <br />~ <br />, <br />0'1 <br />U\ <br /> <br />FILL CELL WtMAeONRY MIX TO <br />COVER PIPE. (AFF'ROX 3 COUROE5) <br />NO VERT. REBAR ~QUIRED <br /> <br />o &AMUEL A. GREENBERG, FE. <br />o Tl-!UY H l-!UYNl-!, FE. ~e;l122 <br />o IRWIN J. 6EN&ON, FE. -4~1S8 <br /> <br />lP3424S <br /> <br />~ MIN. 1/8" IN WIDTH <br />v <br /> <br />~ IN DEPTH <br />,,': .~. ;:D4:~V:' ~' 'A <br /> <br />. . . " ' <br />. .... 4' .~ ...:..., <br />:, ..."., . 4 .,~..~ <br />I ., . <br />. . <br /> <br />L FI"ISHED CO'iCRETE FLOOR <br />SA W CLT <br /> <br />"'~......~_~,~. _. . . -;--;-r-r---;--.-.... -r--~~ WELDED '.lIRE FABRIC PER TYP. WALLSECIlON <br /> <br />~." :' a' .,..". "~~:~ .' -4"~,> <br />.:a.:~.~-:7':"~sr:-.;::-.~.: ~........ ....~~:.~ <br />..., <br />~~ ~ :;. <br />~, ~. <br />~ .1"'.~ tr ....,\4 <br />~ ~ .) <br /> <br />I 'j <br />I <br />(-)0'-31/2" ~I . I I <br />Or- I I <br />LL I <br />r- ....... I I <br />.-.--.-.-.-.-. -+_._._._._._.J~'t-.~._._._._._._.+. ~'T'[ <br />v I ~ I I <br />, ~_ __J_ _____ <br />, - I I <br />0'1 I . Lj ------ <br />, <br />-r--i---------- --------~ <br /> <br />I 18'-0" ~ 8"! <br />, ! <br /> <br />I <br /> <br />I <br />I <br /> <br /> <br />1,/ t tr _---1 <br />// ~.~ , <br />, <br /> <br />- - -~ - - -r- - - - - - -J- - - +-+- <br />I 1, ! 4 r <br />I // -~ . <br />I ~ <br />I ~ <br />, N <br />, <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />i <br /> <br />, <br />, ! <br /> <br />I 1, / t' r. \ -k <br />/!~," . <br /> <br />: ~~a <br />>-r- - - .- - - b- \j'b_IlI~!-.ft.., <br />, ~ OC. <br />" I .......~ <br />~ ~ ~~ <br />I 1-rJ) <br />I <br /> <br />TO Tl-E !3EST ex: me ~INEER'SI<W.l.l.EJX,E IW ealEf, me <br />o~ ~ IW 6F'ECflCATICN$ W1PL Y WITH THE <br />R..ORIDA 6UILD~ CCOE, 5ECTICN 1be6 FOR 12~ HPJ4. 3 5ECOO <br />GU5T, ~ '8' WIND Z04E (200l EDITICW. <br /> <br />THIS Df(AU)~ IW DESIGN IS VALID FOR 12 MCNTI15 AflER Tl-E <br />DATE IS Sk:!NED At-() OEALED. <br /> <br />SIGNED IW OEALED FOR THE S~ PORTICN ex: THIS <br />Df(AU)m 011. Y. <br /> <br />~~ <br />L.() <br /> <br />a~ <br /> <br />c <br /> <br /> <br />@~j <br />~ <br /> <br /> <br />~ ~ <br />U~~ <br />Noc <br />~ <br />(3) <br />OO~ <br />\J N <br /> <br />()~ <br />l)~ <br />\0- <br />zlli <br /><{~ <br />Q~ <br />ill <br /> <br />N <br />'I:l;) <br />11)01 <br />~~ <br />,01 <br />'1:11) <br />Q~ <br />OC" <br />O~ <br />.-ll:l;) <br />lLV <br />I 1 <br />IX <br />0'1: <br />'1:lL <br />w <br />tn <br />o <br />.-l~ <br />.-l~ <br />0- <br />lL~ <br />'1:11) <br />''t <br />~~ <br />~'"' <br />'tEQ <br />~~ <br />X, <br />Ow <br />tnz <br />Q~ <br />(UL <br /> <br />.. <br />tn <br />w <br /> <br />~ <br />in <br />'t <br /> <br />:; <br />~~ <br /><, <br />0.: . <br /><.i~ <br />~1'!S <br />tli5 <br />~il: <br />C5\Cl <br />~~ <br />~~ <br />i5i!i <br />c;E <br />~~ <br />[f:s <br />~~ <br />~o= <br />d <br />~~ <br />"'>- <br />'H <br />~'""' <br />~~ <br />~If <br />t3", <br />i:; <br />~5 <br />tx~ <br />..,15 <br />;Eo <br />@ <br /> <br /> <br /> <br />~ <br />~ <br />@ . ~ . ~ . <br />~ ~ ~ <br />CJ ~ ~ ~ ~ . <br />[? iU) <br />~ @ IU <br />~ [i::l ~ <br />d (@ (@ @ l!V @ <br />2) \fJ (W @ ~ ~ <br />@ <br />d a> <br />~ ~ <br /> @S <br />@ I? <br /> 8 <br /> [)!J <br />~ co @ <:D <br />a> ~ ~ a> <br />@ 25 dJ <br />IT!] ~ ~ @ ~ <br />~ ~ @S Ii=> <br />@5 ~ . @ @ @ <br />= @ @ @, Ii=> <br />o::!l <br />c8 <br />'- ~ <br /> <br />DATE: <br />05-1]5-02 <br />SCALE: <br />AS NOTED <br />DRAWN BY: <br />[8~LL VANCE <br />AUTOCAD FILE NAME <br />11827 <br />E~GINEER OF RECORD: <br />DANS CO <br />ENG~NEERING, P.A. <br />SHEET DESCRIPTION: <br />FOUNDA TION <br />PLAN <br /> ~ <br />