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<br />I <br /> <br /> Jt 3" VTR <br /> I Jl2" VTR <br /> I <br /> I I <br /> I I <br /> TUB I I <br />2" I I <br /> I I <br /> 3" I C.O. <br /> I <br /> I <br /> <br /> <br />TO SANITARY <br />SEWER <br /> <br />PLUMBING RISER <br /> <br />NT.S <br /> <br />L <br /> <br />~ 3" VTR <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <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 />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 />PROPERTY LINE <br />SET BACK REQUIREMENTS <br /> <br />FRONT: 20' MIN. <br />REAR: 10' MIN. <br />SIDES: 5' MIN. <br /> <br />~ <br />OJ <br />'<t <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 />STEP DOWN 3.5" <br /> <br />. <br /> <br />. <br /> <br />r --------- --------------- --------- ----- - --- <br /> <br />.1 <br /> <br />4'-0" <br /> <br />7'-0" <br /> <br />. <br /> <br />r-------------------------- <br /> <br />~ <br />1'- <br /> <br />I <br /> <br />11'-10" <br /> <br />. <br /> <br />r- -, <br /> <br />~ <br />0'> <br />...; <br /> <br />, <br /> <br />~ <br />OJ <br />N <br /> <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />--- ----l--- <br />----1----1--- <br />I I <br />I I <br />I I <br />I I <br />I I <br />~--_!~ <br /> <br />RECESS @ SGO <br /> <br />00 <br />~ <br /> <br />2'.7" <br /> <br />:r:tJ) <br />g::5 <br />o.CI) <br /> <br />L - - -ir-;-;~~;-;,~:';;';;';;';;';; 1 <br />:: ~ ::: D/W : <br />'~ _.J~ _ j I:::::-l <br />l:: _ _ _ _ _ _:J 1..- _..;l <br />DBL SINK <br /> <br />" <br />, , <br /> <br />::=EJ] <br />, , <br /> <br />, , <br />--rr <br />--,-, "====' <br />, , <br />'.J <br /> <br />J 3'-6" <br />It <br /> <br />~ <br />N <br />...; <br /> <br /> r----------- <br /> f19M9BV19\ I tJ) <br />~ f3i\ 'z _ ::5 <br /> '~ - <br />r-- ~ I J"l U1 CI) <br /> \g) 10('1) :r: ~ <br /> '0. 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SLAB WI <br />6X6 10/10 W W M, OVER 6 MIL <br />VISQUEEN VAPOR BARRIER & <br />TREATED FOR TERMITES <br /> <br />OJ) <br />Co <br />...; <br /> <br />~rt9\ <br />~~ <br /><t <br /> <br />. <br /> <br />12'-13" <br /> <br />5'-10" <br /> <br />~{,#-J <br /> <br />LAV /3!--~ <br />,I ,,;0 <br />~ <br />:::: "';1 <br />-- I <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br /> <br />W/C ,_, (~i <br />r-----" r, 1" II <br />I r - --, J I : : 9 r-', / I I I <br />I I III I , . '-- ~: I <br />II W II I , , ('f) L.,.J <br />II 111 I r-- ----------rl <br />I L _ _ -,1 I , I I '. <br /> <br />I ~~~~ j'.J : : /V--;u-~-----"l---'l: : <br /> <br />";J , I I, I <br />~ I I '\ I I <br />________________J...J~..~,..------ -;,f.J I <br />: : _I :::=====~' : <br /> <br />L~C _ _ _ _ _ _ _ _ _ _ _ J <br />. <br /> <br /> <br />8 <br /> <br />~ <br />~ <br /> <br />";J <br />Co <br /> <br />U2\ <br />\g7 <br /> <br />STEP!DOWN 3.5" <br />I <br /> <br />18'-8" <br /> <br />22 <br />S1 <br /> <br />tJ) <br />::5 <br />CI) <br />:r: <br />U <br />I-- <br />a: <br /> <br />I <br /> <br />, <br /> <br />I <br /> <br />I <br /> <br />I NOTE: PROVIDE 11/2" <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 />il <br /> <br />I <br />I <br />I <br /> <br />riI. <br /> <br />16'-0" <br /> <br />19'-0" <br /> <br />FOUNDA liON PLAN <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />3,'-4" <br /> <br />~ <br />('f) <br /> <br />('f) <br />o <br />o <br />";J <br />...; <br />N <br />....'-i <br />...; <br />ll.J <br />~ <br />Cl <br />ll.J <br />::J <br />CI) <br />~ <br /> <br />(f) <br />2 <br />o <br />(f) <br />> <br />W <br />0::: <br /> <br />~ <br />1'- <br /> <br />o <br />. <br />~ <br />Z <br />o <br />if) <br />0::: <br />W <br />> <br /> <br />Lf) 00 N <br />'<t Lf) N <br />N f'- ...-l <br />'<t m 0 <br />M '<t <D <br />w W l.J.J <br />a.. a.. a.. <br /> <br />~ <br />1'- <br /> <br />~ <br />Q) <br />.0 <br />C <br />~ C .!: <br />.... 0 c <br />~ (/) >- <br />C :::::l <br /><i. &5 I <br />~ 1 I <br /> <br />~E ,.~ ~ <br />- I- <br /> <br />DD <br /> <br />~ <br />(0 <br /> <br />3'-o"x3'-0" <br />AIC COMPo PAD <br />4" CONC. SLAB <br />WI 8" X 8" THK'N <br />EDGE. VERIFY LOCATION <br />WI BUILDER <br /> <br />(j) <br />--1 <br />--1 <br /> <br />- <br /> <br />I <br /> <br />>-~ <br />0:::- <br />0> <br />r-r- <br />Z(j) <br />wW <br />>0::: <br />zO <br />-~ <br />~O <br />~ <br />~~ <br />~O <br />00 <br />1--1 <br />~aJ <br />I~ <br />~"'" <br />~r- <br />LOO <br />~-l <br /> <br />OJ) <br />b <br /> <br />~ <br />1'- <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 /> <br />W <br />~ <br /><t: <br />2 <br />2 <br />:5 <br />0.. <br />HEET NO. <br /> <br />LAST PLOT DATE <br />April 11, 2005 <br /> <br />(Y) <br />o <br />o <br />N <br />o <br />a::: <br />o <br />LL <br />>< <br />o <br /> <br />2 <br /> <br />OF <br /> <br />4 <br /> <br />Z <br />Q. <br />-0 <br />~> <br />>..J <br />eta <br />~UJ <br />oC&:: <br />-0 <br />C&::::c <br />g~ <br />u..CI) <br />..JUJQ <br />~3:g <br />I-ZUJ <br />zo!:: <br />wQ:) <br />UIQCI) <br /> <br />e:: <br />UJ ~ <br />z <br />() .q: <br />:2 <br />>- <br />~ ~ <br />o z <br />o <br />Z ~ <br />:J <br />~g <br />0:: <br />I fu <br />(!J~ <br />co <br />I-' <br />cr: ~ <br />>- ~ <br />:2 <br />0... z <br />o ~ <br />(.) ~ <br />::c <br />I-' <br /> <br />a.: <br />0::: <br />o <br />o <br />w <br />:2 <br />o <br />::c <br />(/) <br />:J <br />:2 <br />o <br />e:: <br />LL <br />I-' <br />Z <br />W <br />(/) <br />Z Z <br />o 0 <br />u - <br />z ~ <br />W > <br />1= 0 <br />- <( <br />0::: 0 <br />3- <br />we:: <br />::c g <br />I-'LL <br />I-' ....J <br />:J <( <br />o e:: <br />~ ~ <br />- LJ./ <br />s: 0 <br /> <br />a. <br />0:: <br />o <br />U <br />ll.J <br />~ <br />o <br />:r: <br />(/) <br />::J <br />lD <br />o <br />o <br />N <br />