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SLAB ~ <br /> <br />. <br /> <br />3 1j2" 3000 PSI CONC. SLAB Wj <br />?? 6X6 10/10 W W M, OVER 6 MIL <br />~ VISQUEEN VAPOR BARRIER & <br />TREATED FOR TERMITES <br />f19\~ <br />~~ <br />If. <br /> <br /> <br />:r <br />0) <br />.-i f1O\ <br />~ <br /> <br />~ <br />(!) <br />.Q <br />C <br />(!) c <br />~ 0 ..c <br />tl"l (/) C <br />'J C ~ <br /><t 35 ~ <br />(!) --"'I :i <br />:J <br />E .~ ~ <br />!}L~~ <br />lbDD <br /> <br />~ <br />o <br />('oJ <br /> <br />PLUMBING RISER <br /> <br />~ <br />I'- <br /> <br />~ <br />r--. <br /> <br />=l=t <br />I <br />I <br />I <br />I <br /> <br />: <br /> <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />GJ <br />I <br />I <br />1 I <br />1 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 I <br />, I <br />1 I <br />, I <br />, I <br />I I <br />I I <br />I 1 <br />I I <br />I I <br />I I <br />I I <br />I I <br />, I <br />I I <br />I , <br />I I <br />I I <br />I I <br />I I <br />I I <br />------- ----~---~-- <br />------- ----~---~-- <br />I I <br />I I <br />I I <br />I I <br />I , <br /> <br />'!l.---~___! <br /> <br />N.T.S <br /> <br />5'-10" <br /> <br />12'-6" <br /> <br />2'-7" <br /> <br />APR 1 B lOtlJ <br /> <br />. <br /> <br />LAV <br /> <br />o <br />.-i <br />, <br /> <br />?? <br />('I) <br />('f) <br /> <br />('f) <br /> <br /> <br />fE::~\ LAV <br />" <br />I~ ",/ <br />I -.;;; s" <br />I <br />I <br />I <br />I <br />I <br />I <br />~., <br /> <br />: ri',_ W/C <br />I I I f /.... r"-' <br />I : I I r ',--.-:>,... I I r'-----.., <br />I I " / n I I II r--'I <br />,,,"-' -r I,fl I, <br />: I':r--:-------~ --~ : :~: W :: <br /> <br />. , _---_ I I '~L__..J I <br />I " ~'_----_''''\ " LI_____..J <br /> <br />: : ~[/' TUB ,~\:: IOPT.1 . <br />I 'p JI I I ~ <br />i : L''..:-, ~- ____#';..~~_~l_ - - -- -- - - - - - - --~ <br />I: ....=====~ :: <br />I I__________~ __J <br />. <br />:8 <br /> <br />~ <br />.' <br />r--. <br /> <br />PLUMBING NOTES: <br /> <br />GJ'!l <br /> <br />~ -- -- -- -- --..,- r-:'-:'- --:'-:'"""l- - - J <br />I Ilr-~f-l' <br />I D/W III n II <br />, III" II <br />':::::"" 1"-_-,,,-_-,1 <br />I~__..~ '-------....;1 <br />DBL SINK <br /> <br />$ <br />.... <br />.... <br />, <br />0') <br />o <br />to", <br />1"')", <br />1"')('11 <br />.JI.O <br />L.l..a, <br />c:t-~ <br />ll.' <br />:!E~ <br />c:t0? <br />........ <br /> <br />. <br />~ <br />"" <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 />o <br />.-i <br />, <br />(0 <br /> <br />2'-6" <br /> <br />2'-7" <br /> <br />q <br />(v) <br /> <br />5' <br />CX) <br />"" <br /> <br />q <br />Co <br />"" <br /> <br />~ <br />Co <br /> <br />(12\ <br />\g7 <br /> <br />0.5 G.P.M. <br />2.2 G.P.M, <br />2.5 G,P.M. <br /> <br />:r <br />('f) <br /> <br />~ <br />Sl Sl Sl <br /> <br />('oJ <br />, <br />La <br /> <br />VTR LOCATIONS ARE APPROXIMATE <br />AND MAY CHANGE DUE TO JOBSITE <br />CONDITIONS <br /> <br />STEP POWN 3,5" <br /> <br />rl <br />I I <br />;== :: <br />li" <br />'b <br /> <br />rr--:-::=-::---fI <br />I ..... \ II , t. <br />',1/""'\\11//\ I~ <br />tlrl'~A.-;......\r~ <br />1111:~~~::,I~ <br />III \... 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VERIFY LOCATION <br />Wj BUILDER <br /> <br />I <br />I ~~~~. <br />I~ <br /> <br />:z <br />Q. <br />Ci)c <br />>~ <br />Eial <br />c:tW <br />c~ <br />-0 <br />~J: <br />g~ <br />LJ.V) <br />-,We) <br />~;t~ <br />....z.w <br />:z I- <br />w05 <br />o~V) <br /> <br />I I <br />TT-- <br />II-- <br />I I <br />LI <br /> <br />9 <br />to <br /> <br />o <br />~ <br />('f) <br /> <br />I <br />I <br />: 3'-6" ~ <br />tt <br /> <br />9'-8" <br /> <br />9'-0" <br /> <br />?? <br />co <br />('oJ <br /> <br />. <br /> <br />(f) <br />.....J <br />.....J <br /> <br />- <br /> <br />:c <br /> <br />>-~ <br />0:::- <br />0> <br />1-1- <br />Z(f) <br />UJUJ <br />>0::: <br />zU <br />-0 <br />~O <br />~ <br />(J)~ <br />OU <br />00 <br />I....J <br />~CO <br />I~ <br />~m <br />~I- <br />L.()O <br />~....J <br /> <br />., <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />.' <br /> <br />I <br />, I <br />I I <br />J I <br />I I <br />I I <br />I I <br /> <br />: . I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I <br />., <br /> <br />fll\ <br />\gI <br /> <br />. <br /> <br />o <br />~ <br />('f) <br /> <br />~ <br />('oJ <br />.-i <br /> <br />. <br /> <br />?? <br />(0 <br /> <br />--- <br /> <br />NOTE: <br />ALL CONTROL JOINTS <br />MUST BE SAW CUT AS SHOWN <br />OR PER ASTM STANDARDS WITHIN <br />24 HOURS AFTER CONCRETE PLACEMENT. <br /> <br />9 <br />(v) <br /> <br />?? <br />0) <br />..-i <br /> <br />I <br />I <br />I <br />I <br />I <br />L_________ <br /> <br />.' <br /> <br />-- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />NOTE: PROVIDE 11/2" <br />DEEP X 12" WIDE RECESS <br />FROM EXT. FACE OF BLOCK <br />INTO GARAGE. USE 2x8 <br />BETWEEN WALLS AND 2x6 <br />BEHIND WITH 6" PAST EA. 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I <br />I <br />, <br />-------- ---r <br />I. <br /> <br />0..: <br />cz:: cz:: <br />lJ.J ~ 0 <br />~ ~ <br />() :2 :2 <br />>-0 <br />I- z ::t: <br /><( ~ <br />o ~ :2 <br />o 0 <br />Z ~ tE <br />I- ~ ~ <br />o w <br />cz:: (/) <br />Io..zz <br />woo <br />0:: U <br />~ W Z (ij <br />co llJ :> <br />b E: is <br />cr:: ZCZ::~ <br />>- ?i ~ ~ <br />a.. :2::t:S <br />zl-u... <br />O :3 ~ .....I <br />a.. 0 C2 <br />()~~~ <br />~ :: t5 <br /> <br />fi9v19Bvi9C\ <br />~, <br /> <br />I <br />I <br />I <br />I <br /> <br />HOSE J. <br />BIBB i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />r22\ <br />~D <br /> <br />f3i\ <br />\g) <br /> <br />5' <br />r--. <br /> <br />5' <br />r--. <br /> <br />(Y) <br />o <br />o <br />N <br />o <br />c::: <br />o <br />LL <br />>< <br />o <br /> <br />PROPERTY LINE <br />SET BACK REQUIREMENTS <br /> <br />FRONT: 20' MIN. <br />REAR: 10' MIN. <br />SIDES: 5' MIN. <br /> <br />, <br />I <br />1 <br /> <br />. <br /> <br />.~ <br /> <br />~ <br /> <br />. <br /> <br />. <br /> <br />L ___ <br /> <br />______ ____ .J <br /> <br />------ ----------- ~ <br /> <br />@ <br /> <br />).'-4" <br /> <br />w <br />~ <br /><( <br />2 <br />Z <br />:) <br />Q.. <br /> <br />HEET NO, <br /> <br />16'-0" <br /> <br />1'-8" <br /> <br />4'-0" <br /> <br />7' -0 " <br /> <br />4'-0" <br /> <br />19'-0" <br /> <br />6'-0" <br /> <br />15' -0" <br /> <br />40'-0" <br /> <br />-" <br /> <br />FOUNDA liON PLAN <br /> <br />a.. <br />n:: <br />o <br />U <br />W <br />::2: <br />o <br />I <br />(/) <br />:::> <br />11) <br />o <br />o <br />C\j <br /> <br />2 <br /> <br />SCALE: lj4" = 1'-0" <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 />OF <br /> <br />4 <br /> <br />LAST PLOT DATE Q <br />Ap~1 15, 2005 ~ <br /> <br />FOUNDATION (STEM) <br /> <br />DE #250989 <br /> <br />L <br />