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<br /> <br />I <br /> <br />2" <br /> <br />~ 2" VTR <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TO SANITARY <br />SEWER <br /> <br />3" <br /> <br />PLUMBING RISER <br /> <br />N.T.S <br /> <br />L <br /> <br />~ 3" VTR <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I 2" <br />I <br /> <br />PLUMBING NOTES: <br /> <br />ORDINANCE 604.4 OF FPC (2001)-APPENDIX <br />"J" TO STANDARD PLUMBING CODE. <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WALL MOUNT WATER CLOSET VOLUME <br />3.5 GALLONS <br />3. WATER - FLOW RATE. <br />PUBLIC FACILITIES <br />PRIVATE FACILITIES <br />SHOWER HEADS <br /> <br />0.5 G.P.M. <br />2.2 G.P.M. <br />2.5 G.P.M. <br /> <br />VTR LOCATIONS ARE APPROXIMATE <br />AND MAY CHANGE DUE TO JOBSITE <br />CONDITIONS <br /> <br />q <br />00 <br />~ <br /> <br />" <br /> <br />14'-0" <br /> <br />3'4" <br /> <br />5'-2" <br /> <br />3'4" <br /> <br />2'-10' <br /> <br />40'-0" <br /> <br />10'-0" <br /> <br />8'-8" <br /> <br />. <br /> <br />. <br /> <br />r --------- --------------- --------- ----- - --- <br /> <br />.1 <br /> <br />g'S <br />__ ~!~ 99!!:~.?"~~ _ _~ ~_ <br />I <br /> <br />. <br /> <br />5' <br />,..... <br /> <br />r-------------------------- <br /> <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />1 <br />I <br />I <br /> <br />~TJ I <br />S : <br />BIBBc+;- ! ______INDiCATES FILLED <br />......r- CELL FROM FTG. <br /> <br />11'-10" <br /> <br />UP TO TIE BEAM <br />WjGROUT & 1#5 <br />ROD VERT. @ ALL <br />PLACES SHOWN <br /> <br />. <br /> <br />r-"'- <br /> <br />::r <br />m <br />.-i <br /> <br />RECESS @ SGD <br />123\ <br />\gJ <br /> <br />f1O\ I <br />I <br />\QY <br />19'-1" 2'-7" <br /> r <br /> <br />t9 <br />,..... <br /> <br />o <br />~ <br />"" <br /> <br />I <br />1'------, <br />I.::~ <br />: I <br />: TUB: WjC <br />I I <br />I : ,,-\ <br />I I I I I <br />I I \ <br />I I \ ",' <br />I - <br />.1 J 1 r....--...., <br />11'---".../ I ~____~ <br /> <br />........--"', <br /> <br />{ ~ 1. <br />\~*;' <br /> <br />LAV <br /> <br />~ <br /> <br />CD <br /> <br />-'- -- <br />I <br />I <br />I <br />I <br />I <br />2':0" <br /> <br />___-=== ===========, ---" u-J <br /> <br />2'-7" <br /> <br />2'-6" <br /> <br />, <br /> <br />'. <br /> <br />":'J <br />l!) <br /> <br />:f::{: <br /> <br />~ <br />~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />: DRAINLlNE <br />· : UNDER SLAB <br /> <br />--~------------------------- <br />--~------------------------- <br /> <br /> 0 <br /> ~ 1 <br /> "" <br /> ~ <br /> ; . 00 <br /> N <br /> 0 <br /> ~ <br /> 10 <br /> . <br />NOTE: 1 <br />- <br />ALL CONTROL JOINTS q <br />MUST BE SAW CUT AS SHOWN "" <br />OR PER ASTM STANDARDS WITHIN <br />24 HOURS AFTER CONCRETE PLACEMENT. . <br /> <br />PROPERTY LINE <br />SET BACK REQUIREMENTS <br /> <br />FRONT: 20' MIN. <br />REAR: 10' MIN. <br />SIDES: 5' MIN. <br /> <br />5' <br />,..... <br /> <br />~ <br />~. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />J <br />I <br />I <br />I <br />I I <br />I I <br />I J <br />J I <br />I 1 <br />I I <br />I I <br />I I <br />I I <br />I I <br />I J <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />---..1---..1--- <br />---..,---..,--- <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />----.---' <br /> <br />f3i\ <br />\g7 <br /> <br />I. <br /> <br />. <br /> <br />I <br />I <br />----------------------. <br /> <br />. <br /> <br />~ ----------- ------ <br /> <br />4'-0" <br /> <br />7'-0" <br /> <br />15'..0" <br /> <br />4'..0" <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I : <br />f11\ J :1.1, <br />\gJ I i 1 <br />~ 3j4" CONTROL-ri CTIJll I I <br />.-i JOINT __L --1 ~: 1 <br /> <br />1--- ------ ----r------------i--: <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />~ <br />"" <br />M <br /> <br />L_____..,=__________-l <br />;:;"--t..;,;r.---)~ :-----~ <br />"I Hili DjW I <br />'I II I"I I <br />',-_.J,-_J' ':::::..1 <br />l2:______:J 1-.-_..;;1 <br />DBL SINK <br /> <br />I <br />I <br />I <br />I <br />I <br />, <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I 3'~": <br />)! I <br />If. : <br />I <br />I <br /> <br />I, <br />I I <br />: : ;;== <br />"0 <br />I I <br />--rr <br />--" ~ <br />I I <br />I..J <br /> <br />t9 <br />N <br />.-i <br /> <br />I <br />I <br />I <br />I <br />_________________J <br /> <br />I- <br /> <br />r----------- <br />I <br />IZ _ <br />I:> - <br />I~ L11 <br />,0 (Y) <br />IQ.. <br />ILIJ <br />If- <br />I(f) <br />I <br />r-- -------- <br />.1 <br /> <br />--- <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />---l- <br />I. <br /> <br />en <br />:s <br />(f) <br />J: <br />~ <br />a: <br /> <br />5> <br />lD <br /> <br />" <br />-; <br /> <br />16'..0" <br /> <br />6'-0" <br /> <br />7'-0" <br /> <br />3'-8" <br /> <br />. <br /> <br />. <br /> <br />II <br /> <br />28'-2" <br /> <br />fi9M9Bv19\ <br />~ <br /> <br />----------.., <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br /> <br />i 3000 PSI CONC. SLAB ~ <br /> <br />II <br /> <br />":'J <br />o <br />N <br /> <br />3 1j2" 3000 PSI CONC. SLAB Wj <br />6X6 10jl0 W W M, OVER 6 MIL <br />VISQUEEN VAPOR BARRIER & <br />TREATED FOR TERMITES <br /> <br />~ <br />00 <br />.-i <br /> <br />r19M9B'V19\ <br />~~ <br />ct 5'-10" <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />lI' <br /> <br />12'~" <br /> <br />(,J-J <br /> <br />LAV /]- ~~ <br />\1 ..lei I <br /> <br />~:::: "I <br />-~ I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ill' <br /> <br />WjC ~_, (~~ : <br />r-----" r, ..., "1 I <br />I r - -I~ I I I nI.---l I I I I I <br />I I ..,. " I 1 I <br />II ,I,," '-~~II I <br />Ii W I II I I M I..,~ I <br />II I~ I I r-- ----------rl I <br />IL__-J~I, I I'll <br />L_____I...J I I _-;--------_........ I I <br /> <br />10PT.1 :: 1;- fr TUB '1'--'11: <br />":'J I I I, I <br />~ I I \ \ 1 I <br />________________J..-'.3~ ~:::-----". ~J I <br />: :..' ........::===::-- : <br /> <br />L~_ ___________1 <br />1.1 <br />8: <br /> <br />~ <br /> <br />~ <br /> <br />":'J <br />00 <br /> <br />(i2\ <br />\g7 <br /> <br />STEPlDOWN 3.5" <br /> <br />~--;-:-:----~ <br />"I /\ \ I ,)\ III <br />"I/_........\~"I/....) III <br />~I'_:::*:::._IIII <br />1f1\,"';-Y".....I'll <br />Ifl \/ II I" ....., III <br />~ ,I I I \ \, I <br />I"L_'--=:::_JJ <br />I Tc..-_-_-_-_- -~ <br />I <br />I <br />, <br />I <br />I <br /> <br />18'-8" <br /> <br />I <br />CONC'L I <br />CURB _ : <br />I : <br />I <br />I <br />I <br /> <br />22 <br />Sl <br /> <br />en <br />:5 <br />(f) <br />J: <br />() <br />f- <br />0: <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I NOTE: PROVIDE 11j2" <br />I DEEP X 12" WIDE RECESS <br />I FROM EXT. FACE OF BLOCK <br />INTO GARAGE. USE 2x8 <br />I BETWEEN WALLS AND 2x6 <br />I BEHIND WITH 6" PAST EA. END <br /> <br />iI <br /> <br />L. ____ ______ <br /> <br />~ <br /> <br />I <br />I <br />r <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />~ HOSE <br />, BIBB <br />, <br />I <br />I <br />I <br />I <br />I <br />ri.. ! <br /> <br />___ J <br /> <br />OJ <br /> <br />1'--8" <br /> <br />6'-{)" <br /> <br />40'-0" <br /> <br />16'..0" <br /> <br />1'-4" <br /> <br />19' ..0" <br /> <br />FOUNDA liON PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />5' <br />,..... <br /> <br />~ <br />,..... <br /> <br />~ <br />,..... <br /> <br />= <br />5' <br />M <br /> <br />-r <br />"" <br /> <br />5' <br />(0 <br /> <br />~ <br />CD <br /> <br />5' <br />,..... <br /> <br />w <br />() <br />r- <br />o <br />z <br />w <br />'-' <br /><( <br />~ <br />o <br />o <br />LL <br />W <br />0:::: <br /><( <br />:::> <br />0' <br />(f) <br /> <br />W <br />~D:: <br />w;s~f2 <br />~L.lJ f- <br />~o:::!:z <br />-iliO::) <br />Xf-O:::O <br />0::)Ll..{) <br />O:::ozO <br />Cl..~LlJ<( <br />~0~5 <br />W8:f-Z <br />0:: LlJ <br /><(zCt::O <br />ow<(o <br />W~cno <br />l-;::zZ <br />o 0<( <br />~LlJ-w <br />O'Ct::cn~ <br />cn<(z...... . <br />wcnLlJ......z <br />0z~CEo <br />;::Q50i= <br />8~Ct::1-() <br />ZO~::J <br />Ll..WC2Oa.. <br />W~LlJOa.. <br />Ct::ol-ei5<C <br />:3-1~ ::1 <br />0'-1 ,Ct::<( <br />cn~:3~~ <br />-1W...JO>- <br />...J>~zCt:: <br /><(0;><(0 <br /> <br />q <br />"" <br /> <br />10 <br />o <br />o <br />N <br />~ <br />N <br />~ <br />.-i <br />W <br />~ <br />o <br />l.I.J <br />::) <br />(f) <br />(f) <br /> <br />(j) <br />2 <br />o <br />(j) <br />:> <br />w <br />0:: <br /> <br />o <br />M <br />2 <br />o <br />U) <br />0:: <br />LLJ <br />> <br /> <br />LO 00 (\/ <br />.q LO (\/ <br />(\/ f'- oM <br />.qQ)O <br />(Y).q(O <br />uJ uJ llJ <br />a.. ~ a.. <br /> <br />~ <br />(]) <br />.0 <br />C <br />~ C r- <br />~ 0 -"- <br />- C <br />o (f) >- <br />C :J <br /><i ~ :r: <br />(]) ~ I <br />~E.s ~ <br />,CO ~ .c <br />- I- <br />DO <br /> <br />q <br />~ <br /> <br />3'-o"x3'-0" <br />AIC COMP, PAD <br />4" CONC. SLAB <br />WI 8" X 8" THK'N <br />EDGE. VERIFY LOCATION <br />Wj BUILDER <br /> <br />(f) <br />.....J <br />.....J <br /> <br />- <br /> <br />I <br /> <br />>-~ <br />0:::- <br />0> <br />1-1- <br />Z(f) <br />LLJLLJ <br />>0::: <br />zU <br />-0 <br />~O <br />~~ <br />OU <br />00 <br />I.....J <br />~ca <br />100 <br />~oo <br />-MI- <br />LOO <br />-M.....J <br /> <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND <br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). <br /> <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED, <br /> <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY, <br /> <br />U <br />....J <br />....J <br /> <br />, U') <br />18 <br />NOO IJ..~~ <br />1'-0) o&:lci <br />~ ~ ~o ~ <br />,., ex:r;t.- <br />,Ii) lJ.J 'l- !!! <br /><t-t 5~6 <br />oC9 iff[ <br />~M ;,:: <br />o ~ ~o ~ <br />ri~ 6~~ <br />I f ~UJ::J <br />J:~ IDO <br />~ ~ ~~ ~ <br />w ~ f!: gs <br />co (/) 6 I <br />OC9coz;,::1- <br />.....J~><t~1~ <br />.....J" (/)y,z <br />o offi w-H:) <br />~Ii)NOT.c:: <br />,~<(~~o <br />C9()<:~Z <br />8M (/)ttj~ <br />><t ri ~ ;,:: (,) <br />10 C() ~ - :) <br />x ~ ~~ ~ <br />g ~ 08 ~ <br />. 0 lJ.J (/) ex: <br />o (/);,:: >- <br />~i5: ~~~ <br />Cd,) <br />I <br /> <br />C-' <br />2 <br /> <br />00:: <br />ULLJ <br />U)W <br />22 <br /><1::<.!J <br />02 <br />LLJ <br /> <br />~ <br />Q <br /> <br />-J <br />.....J <br />~ <br />~ <br />LIJ <br />f- <br />(j) <br />l!) <br />o <br />o <br />N <br />-t <br />~ <br />o <br /> <br /> <br />l <br />APR 1 1 2005 <br /> <br /> <br />~ <br />oM <br />~ <br />~~ <br />ui~ <br />'tQ <br /> <br />n <br /> <br />I <br />I <br />i <br />I <br />h <br />~~ <br />-0 <br /> <br />~~ <br /> <br />...JWO <br />~~~ <br />HZW <br />~o!:: <br />Wo::) <br />.."tQ(/) <br />I <br /> <br /> (Y) UJ I~ <br /> 0 U w <br /> ~ <br /> 0 <br /> 0 I- ~I <br /> .cn <br /> ('.J :) <br /> 0 ~~ <br /> 0 Z <br /> OLl.. <br /> ::jl- <br /> 0.::: I- ~z <br /> ~~ <br /> 0 I ~ z z <br /> 00 <br /> '-' 0- <br /> LL ~z~ <br /> w~ <br />LLJ >< 0:: fjr:o <br />~ :z: C2 <C <br />0 >- ~39 <br /><1:: wD:: <br />2 IO <br /> a.. ~I-U: <br />Z 0 ~ ~ ~ <br />::i U ~~ <br /> - w <br />(L 30 <br />HEET NO. Q.. <br /> 0::: <br /> 2 0 <br /> () <br /> l.I.J <br /> ~ <br /> OF 0 <br /> J: <br /> 4 (f) <br /> ::J <br /> lD <br /> 0 <br /> 0 <br /> N <br />LAST PLOT DATE @) <br />April 11, 2005 FOUNDATION (STEM) <br /> DE #25098$ <br />