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PLANS r _ H/lI!IA:iH/~tC , ,,~tJ;J., 6 t,1, ~. (.) :t ~ 1 ~ 1 2Lg\S~ f\~ () LJ- ~ l~-.J.() ~ 6~.Ns . ~ " ... ~ " ~ I ...(~~ ..___. /$f 7Y.L$'V,,;>v~ ',Y.LNj ~- ,.t... ?'!-.9 ..P~ ss/ I .- ..F'C'6'~/ ,I'I 's", ,0;: 6..( f;j >t= '<l l'o# ... '" (:)'!- 'f-~ 1'''' l'4~ ... ~ I ~.:h~ 'fi I '" .~r';il;'~ ,.99 ~cZ"/ 'a>>og ''1''zAN~ . o? OJ l'o# ,6<: Z().~ " " . ... () " II) ... 'I-~ C'l~ ... " t:> I., 0. "I () .. ~ "t- It) x 1'/.. .... ... ... '" l'j .~'fC ."l" I , ! ~ 00:S ~/ io" ,00 '00/ ,017 szz I 09 ""I -.. "," ,o~ '" .. ~ >t-" I "'''' I; ~ t:> 't- X ,....,. '" ..; 11/" ,....1- ... ... 0/ 0.; 't- r .... "4" ... ~ , 10 ~F9 1'# S"'/) -, -"'--. - -- - - -. r :t ti. ~ z~ _..-..c. .. .. . .~ - - _..' - ,'-.. S"I.:;: " I l;;1 'I"ll'" '" '90' "'. "I ~ 1.l h ~ ~ -.-"- ~ ~ ~ ~ 'I; ~ 0 . ,. ~ ~ ~ ,~ ~ ~ ~ ~ ~ ~~{ ~ I\; ~ k~ .. ., 10,' 'Q Ii ~ Cl ~ ... 'l< .!.. ~ ~ l- ~ ~ Il. ~ ~ .Q ~ ~ e ;;: \i ~ ~ -.. '1 ~ .. ~ ~ Cl .. ... ~ ' ~ ~ 'I '" . q 'l. ... ~ -= .. .... ~ ... .. ~ ~ ~ :: ~ ~ .... 'l: .. ~ 11.. " -= ... ~ ,~ .. .. ., :'~.. .... " "' ~ I') 'l; ~ ~ ~ t ~ ~ ~ " ~ ~ .. ~ ... Q .. ~ 'l< " ~ ~.~ Q ~ .. d:. !I: .... ~ >c ~ .. ~ .r. ~ t ~ ~ 1:1. ': "". !ii'" I ~ :-; ,~~. /'/ Iol { :;.'Qc'" I '" Ii.!cj . I 'to~. ~ \.; I ~ ,q l\~ ..,.... "".... I 't ~ It ">.: :'t ... .. -...: I\:: q ~... I ~ ~ ,~ I ~ ~ ~ ~ ~a' ~ IQ '''l ~ ~ ~. .~~ ~ ~~~ ~; ~ 'I; ~ I ~ '" '" 001 " ~ .. II< ~ \. 0" q ~ " :.;.; ,,", 1) \ " , 1 , ,J~. : , . . , ,I ':: .. ... 1:- ... .,. I'''.J ~ ~ f t .., '" .., ~ [ : I . {,i? [os .f ... .. . .... ~O ,$[ 'S;1I ,SZ 'ot; Z" ./"0J. x .I-LI 09S'Z' .:fJ1'6r:z zssz - Q "0 .7:0'6Zl: 7:-b-sz '''C''&l:~ ;. . ~ .- OJ Ftz. ~ i i! 2 I /802 ~L''-'Ll. '- I I --..- ----.----~ I 0 l~_ , ~I ;.j lti ~i ~ . " <) " "i >t- , ... .. .... .. >t- I . '" 'V /- ~ "1 r .~ .0. I I ... , 'l-Q '~ ., . ~ '" "I- " "f- '0 . - "---,..-... ). -.. =';, () () 1- ~ ~ "- lV) l( ~~ If) '" ... l\j - l\j '" "l fi .., !::: '- -: .... .., -: "l ,., "4 J ('\'<~ lb" 0 ~ ~ f~ B-v\1" (\~ 0 u \ ~ ---1 () . - 2.-1-*10 /7.3,$1 - -f0./ '" '0 " v,. ~ , ' ~ ~. ~-1- 2. S-I. 8/' 3/0. sa' ., ~, "': 23 . 3~ _ ~I - I . ~ , - A . ~ ..< ... ..90 . ~ 9. Z 9 I . , ~ C\[ ~ " , , t .. I ~ , , ~ (\J . ~I t'4 , ~ . co .tl ~ "I " .,. ~ ~/ ~, ~. ~r .- I 0' rTIE DOWN LOCATION~J "'-- ,'o\i\1 : r(;t rl ' :.,f'" vII 'p f! ,,'- l0" - - TYPICAL ELEVATION I\lOTE: TH:5: =!..=VA.!~~~~'~ ~"'E51 I SHCUN 9ELOW C)oll. 'T' FCEFRESENT TI-E I ~cAL r~~ SHAF:. T~ ACiUAL SHAF'ES WILL IIAF?:r. TI-1E Rl~Sf Cf TJ.l155l-ET 15 TO 5I4OJJ n-e G:~ LOCA TI()Il Cf j!Jf TIE Dcu.N 5 TRAPS .AND THEIR A TT ACl-t1ENT TO THE CONC. OR FINISH GRADE. GENERAL NOiES: 1. Tl-lE OVERALL DESIGN COMPLIES WITH SECTION 23~~.4 AND 5ECTION 4403.4 OF Tl-lE lS'3S ISOUTl-l FLORIDA 6UILDINC: CODEI, FOR 12~ M?..L1. WIND LOAD DESIG-N. 2. ~CRETE &HALL REACl-l 2,5~~ P .5.1. COMFRESSIV:: STR=r.I6TH At-IER 28 DAiS. CONCREiE S!-lALL !-lAYE EIT~R hI x 6', 1"11~ Will. ME5H OR 'F18EFa'1E&I-I1 TiFE REINFORCEMENT, AND SHALL BE POURED OYER A 6 MIL. 'VISQUEEN' vAPOR BARRIER, OYER CLEAN, $% DENSlrr, TE~ITE FOI5a-JED SOIL 3. Tl-lE EN(::INEER OF R::CORD IS ~VIDED ONL i AS REQUIfC:D 61' COl.NTr /LOCAL BUILDING CODES AND IS R:5PONSISLE FOR THE Si;;aJCiURAL INEGRITl cr THE 5TR..!CTURE AS IT IS DESIG-NED AND DRAUN. ~i VARIATIoN, MODIFICATICN OR DELETICN FRa1 T!-lE DETAILS OR 5EPCIF!CATICN ON THESE DRAWINC::5 WITHOUT FRIOR lLRlTTEN A~VAL OF THE ENGINEER CA- RECORD WILL VOID AND/OR CANCEL ANi AND ALL RE5FON51BILlTl Tl-lA T T!-lE EN6INEER OF RECORD OR I-US rl~ MAi !-lAVE FOR TI-I15 5TRJCTURE, Em-lER WRITTEN OR IMPLIED. NOTE: UJ.E!IIINSTALL~ /"'.AZE90 ()Il CCNQO!EiE, 5L.AB l"1J5 T BE ~' T~IO<. (HIN.) AND BE LAI'!iER TI-Wl TI-1E GAZE9CI S'T' \0' (HI'I() CN ALL SIX SIDES. 1.' DIA TI-lIaI 60L T WI N1.lT 4 llJASI.ER trrF 1 FER ~) .. . .. ~ of '" ( OPi I ON ;;1) TIE DG.lN e 1 AlX":J::~ (2 ! AlX":J::~ Tal /1fJ 5HCII.N Ui C)Ii ~ 0 c=RADE 5U'f'C 4x~ UlOOC 5~ 'o~ TIE' '.AeIJ<<, WI (1) &Je' DIA ~ iNTO CCNQO!ETE .AND 12 'I&d NAI!..5 iNTO ~4 lIJOOD P05T mr=. ALL pC5iS) l..1I" - I u>> &/8 I 'RE ~ a: " IN' (m='. 1 F . '/ I (OPiION ~) CONC~Ei AIL NO SCALE e e o e o o