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<br />1" <br />C() <br />l!) <br /> <br />1" <br />.q- <br />.q- <br /> <br />0:: <br />W <br />zo <br />O::::! <br />f=:::I <br /><(crl <br />u......... <br />g~ <br />[t~ <br />0:::<( <br />wl.L. <br />>0 <br /> <br />(( <br />.q- <br />-rl <br /> <br />1" <br />(J) <br />-rl <br /> <br />~~ <br /> <br />1" <br />(0 <br /> <br />I <br />~~ <br /> <br />rr- - - - - _", <br />~ ~ : ~- -- -- -, - ~ ~ <br />1:lb /~/I <br />IIII~ : -I I <br />11'1,::1 ....,III <br />1,1 ~ 'I III <br />J~ ~____ _:-: ~__~ ~L <br /> <br />C9 <br />C() <br />-rl <br /> <br />00. <br /> <br />1" <br />('I') <br />-rl <br /> <br />5'-8" <br /> <br />10'-8" <br /> <br />f <br /> <br />15'-8" <br /> <br />. <br /> <br />rbJ (( <br />2'-8" ~~co ('I') <br />t~~ <br /> <br />IIIW'DOW op,bl II <br /> <br />,-------------------------- ---~-I-~------ <br /> <br />~ : <br />( .L \ I I <br /> <br />\2Y I: <br />I <br />I I <br />~ <br />---~~ <br />~~ <br /> <br />5'-4" <br /> <br />4'-0" <br /> <br />(( <br />I'- <br /> <br />. <br /> <br />~ <br />\3J <br /> <br />~ <br />l!) <br /> <br />2'-6" X 2'6" X 1'-0" <br />WI (3) #5 EW. BOT. <br /> <br /> I f1O\ <br /> 1 <br /> 1 \2Y <br /> I <br /> I <br /> I <br /> J <br /> ....JI <br /> ~I <br /> Zl <br /> ~I I <br /> I <br /> I <br /> aJl I <br /> I <br />I II : <br /> <br />· , fT'\ <br />\2Y <br /> <br />1" <br />(0 <br /> <br />12'-2" <br /> <br />'":1 <br />.q- <br /> <br />1" <br />N <br /> <br />40'-0" <br /> <br />(3\ <br />~y <br />8'-0' <br /> <br />15'-0" <br /> <br />'I <br />"1 <br /> <br />" CONC. SLAB <br />NITH 8" THKN <br />f-DGE 14'-8" <br /> <br />STEP DOWN 3.5 <br /> <br />::5 <br />U) <br />~ <br />l- <br />n:: <br />I. <br />Bf~_E~_S_ __ <br /> <br />(( <br /> <br />. <br />_ _ _ _ _ _ _ LV.Z !<_!:? )j']._ <br />@ SGD ~ <br />( 15 \ <br />\2Y <br /> <br />I'- <br /> <br />NOTE: THICKENED FOOTING <br />REINFORCING TO BE CONTINUOUS <br />THRU PAD FOOTING TYP. U.N.O. <br /> <br />NOTE: <br />WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "B" OF THE FBC 2003 is TO <br />BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS ARE <br />TO BE A MINIMUM OF 3000 P.S.I.. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. <br /> <br />I <br />I <br />I <br />I <br />I <br />I (( <br />I <br />I I'- <br />I <br />I <br />I <br />I <br />I <br />I <br />I . <br />I <br />I <br />I <br />I (1\ <br />, <br /> ~ <br /> 1" <br /> l!) z <br /> ~ <br /> - 0 <br /> - 0 <br />I 0... <br />I W <br />I l- <br />I (j) <br />I C9 W <br />I 1" <.::l <br />I .q- <( <br /> 0 0:: <br /> ('I') <( <br /> <.::l <br /> - 0 <br /> - I- <br /> (( <br /> I'- <br /> C9 ('I') <br /> .q- <br /> - <br /> - <br /> <br />f 16'-4" <br /> <br />8'-8" <br /> <br />4'-4" <br /> <br />3'-8" <br /> <br />5'-4" <br /> <br />II <br /> <br />I II W'DOW OP'G I <br /> <br />INDICATES FILLED ( ELL <br />W/3000 PSI CONC. GROU <br />FROM FTR. TO BEA~ <br />WI 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICi\L <br />@ ALL PLACES SHOWN <br />HOOKED FTG. DOW LS 17" <br />EMBEDMENT W/ 2~ " <br />EXT. ABOVE SLAB <br /> <br />411 3000 PSI CONC. SL~B <br />FOR HERNANDO COUN ry ONLY <br />411 2500 P61 CONC. 6LAB WI <br />6X6 10110 W W M Ct- AIR 6UPPORTED <br />PER FBC, OvER 6 tHIL Vl6QUEEN <br />VAPOR BARRIER 4 TREATED FOR TERMITEe <br />NOTE: PLUMBER TO VERIFY LAYOUT ~ DWV SIZES <br />BEFORE CONSTRUCTION BEGINS <br /> <br />IALL FOOTTINGS <br />MIN. 12" BELOW GRAD <br /> <br />7'-11" <br /> <br />~ <br /> <br />~;J;-=-=..,= =: <br />I (" --~('--..., I <br />II n II <br />II II II <br />1,-__.),-__.)1 <br />'"_______..i <br />SINK <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- 1 <br />n: <br />0... : ~ I <br />o 14'-711.2" 2'-8" 4'-1011.2" I <br />[,-.. <br />~O I <br />I I <br /> <br />~: I <br />I <br />. 1 I <br />i I <br /> <br />,.-i------., I <br />I~I II <br />,... .,1(1 11 I <br />"'-' - II I I <br />0... II I 1 <br />o II I W/I I I <br /> <br />:: TUB I C : I <br />~ I: : /', LAV : <br />o I I I I I ~ :::~ I I <br />II I \ I II \\ I <br />~ _:1 I I '-'-""", l~cV;2 X 4 WAL;L I <br />II J I'" "'--- \\ /!l, I <br />. '-i- _0_ .-/ I I ~ _ _ ~ I <br />l..--.f~~~- _ _ ..L L_-_-_- =' =' -L _ _ _ _ _ _ _ -" ~ I I <br /> <br />~i - -=~~2-X~- ~~~~ t:r:-~-~-r -" ~ ~ ,jJ- -- -- ---- <br />I '\ II ,- - - ': ~ : I <br />"--- ORAl N'-Li-N"-E-" I'- : I ~TEP [ OWN <br />UNDER SLAB PROVI JED: <br />BY PLUMBER : <br />t5U\: C() : <br />~'",: r:.. <br />:-::::: FOR ELEV. I ONL,~~-rl <br />. ~ 2'-6" X 2'-6" X 1'-0" -------.: ~~ ~ <br />~:; WI (3) #5 EW. BOT~2'_4" --.....~~ <br /> <br />"'-~16" X 20" CONC. MONO. : :5 <br />FTG. WI (2) #5 RODS : (j) <br />(CO NT) (( I I <br />I'- : u <br />,.., ',0" I- <br />~ 0::: <br /> <br />11/2" x 5 1/2 <br />RECESS @ ENTRY <br />1" PAST P.T.GREEN <br />-VERIFY W/G.C <br />6 <br />S-1 <br /> <br />o <br />'":1 <br />('I') <br /> <br />. <br /> <br />1" <br />('I') <br /> <br />(( <br />I'- <br /> <br />I <br />I <br />-, <br /> <br />. <br /> <br />III <br /> <br />W'DOW OP'G <br /> <br />. <br /> <br />I.. <br /> <br />3'-2" <br /> <br />6'-0" <br /> <br />I I <br />V~-- -- -- -- ~ <br />/ 3'-2" <br />/ <br /> <br />24" HIGH BLOCt'\ <br />BASE ON <br />36" X 18" X 12" DEEP <br />PAD W/ (3) BARS <br />E.W. BOTTOM <br /> <br />10'-4" <br /> <br />2'-0" <br /> <br />6'-2" <br /> <br />J <br /> <br />6'-2" <br /> <br />12'-4" <br /> <br />20'-0" <br /> <br />'":1 <br />C9 (0 RECESS FOR <br />_~ _ __ _ __ _, ,_ __ __ __ __ __~tj9Wr;J3 !l~'_ _ __ <br />: : SEE FLOOR <br />I I PLAN FOR DIMEf\. <br />...--------;t <br />-r ~ - - -- -~~ ~~ -lj-l!.~~-~~t:'-~J- - -- - -- - -- - -Jw' ~~\- <br />~ I 1 ~ I, . fl.,' <br />5' 8" ~, 1/ <br />1------------- -r-~ I 14'-4" -., <br /> <br />1 <br />1 <br />1 <br />1 <br />en <br />1::5 <br />U) <br />II <br />u <br />I~ <br />I <br />1 <br /> <br />--------T--------~- <br /> <br /> <br />1 <br />1 <br />.., <br />01 <br />1 <br />1 <br />1 ~ <br />THICKEN SLAB @ GARAGE DOOF <br />I <br />,-------------------------~----------- ------------- <br />L <br />... <br /> <br />o <br />'":1 <br />o <br />-rl <br /> <br />..-- <br /> <br />.q- <br /> <br />13'-8'~ <br /> <br />. <br />. <br /> <br />4'0" <br /> <br />,- <br /> <br />4" CONC, SU B <br />(( WITH 8" THK <br />C() EDGE <br /> <br />C9 <br />.q- <br /> <br />--f--- <br /> <br />. <br /> <br />1(3\ <br />\2Y. <br />1" <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-- ----J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. 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