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3 <br />J <br />M <br />M <br />LO <br />c <br />Cr <br />O <br />.a <br />CID <br />0 <br />N <br />0 <br />I <br />N <br />S <br />a <br />co <br />M <br />M <br />L0 <br />LO <br />cn <br />0 <br />J <br />N <br />O <br />M <br />i <br />LO <br />0 <br />0 <br />0 <br />3 <br />H <br />6 <br />N <br />N <br />0 <br />a <br />N <br />E <br />O <br />S <br />C <br />N <br />d <br />O <br />v <br />0 <br />a> <br />LLL <br />N <br />O <br />N <br />0 <br />CL <br />N <br />N <br />d\- <br />ti <br />0 <br />U <br />W <br />0 <br />m <br />C <br />c <br />v <br />T-2" <br />TYP @ 1 <br />-4" STORY <br />A <br />S3 <br />I H.B. <br />18'-4" <br />1E STOORY FOOTING <br />FOOTING 2- STORY' <br />-2" 5'-4" 4'-2" 'B" �. 5'-11" <br />4'-5e" , 1 <br />TYP @ 2 STORY <br />J <br />S6 <br />-5" <br />2' <br />1 <br />, <br />AD <br />AD <br />( <br />20'-10" <br />5'-O" ; ; <br />I <br />� II <br />t �= TUB - - <br />■; <br />\ <br />o <br />\\ \\ <br />\ \ \ \ <br />TYP@ <br />2 STORY <br />I <br />} <br />94.8T <br />I \ <br />TYP @ <br />2 STORY o <br />M <br />\ \\ \\ \ <br />I \ - 04 <br />I_ J <br />J r> <br />S6 <br />OP <br />IHVACCHASE <br />BASED ON \\\ \ \ <br />} <br />\ \ <br />LOCATION ` \ <br />I \\� <br />SHOWER PLUMBING <br />{I1:•••••• <br />o <br />T <br />ih <br />\ \\\ <br />\ <br />Cam\IFOR <br />----...... LINETC( <br />\ j ^SECOND• <br />STUB UP TO 1 I} <br />1. — - - - <br />GJ <br />- -'7 -�-- <br />CJ <br />M <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM W/ <br />FLOOR • : _ <br />\ \ND FLOOR I t` <br />I— <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />\ \ A/C I Cn; <br />tPROVIDE Y2' <br />@ALL PLACES SHOWN HOOKED FTG. <br />DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />\ <br />` III r <br />I ' <br />x 9 %2 "C,.) <br />RECESS <br />SLAB "GRADE 40 STEEL" <br />'.'.'.'.'.'.'......'.'.'.'.'.'.'.'.'.'.' <br />\\ \ <br />' ' ! L W C�J <br />FOR FRT. <br />J. .......... <br />._. <br />DOOR <br />I •. <br />22'-10" <br />1'-3" V-8" <br />I 18'-4" <br />5,- ., T-O" „ 2.-8" 5'-4„ <br />v <br />2'-6" x 2'-6" x 1'-0" <br />J <br />TYP. <br />Cl) <br />I W/ (3) #5's E.W. <br />21'-6" 8'-5" <br />T-10" <br />S3 TOP OF CONC./ <br />118- <br />L <br />I PAVER TO BE 4" <br />2 STORY <br />SLOPE <br />94.54' <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />BELOW FIN. FLR. <br />W/ (3) #5's E.W. <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />I I <br />o <br />-I-CJ I I <br />I <br />SIM. W <br />o <br />2 <br />I III _ I <br />STEP <br />CC <br />;•, KITCHEN 1 11 I ��jo 1 <br />S3 <br />(2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR I ISLAND LOW <br />VERTICALS w/ <br />r, <br />HERNANDO COUNTY ONLY WALLS I II I -�IIZ I <br />I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 ILI � JIh I -o <br />r= _ <br />�I `y \ <br />in FILLED CELL <br />I MIL VISQUEEN VAPOR BARRIER -�, <br />A <br />o <br />aI <br />o <br />■ . I I CHASE TO I ID.W. I I <br />III II <br />�\ <br />'- <br />ISLAND <br />I • <br />CC <br />^ <br />rn <br />A <br />S3 <br />TYP @ 1 <br />12'-6" x 2'-6" x 1'-0" j 2'-6" x 2'-6" x V-0" <br />I W/ (3) #5's E.W. I I W/ (3) #5's E.W. <br />SW <br />J <br />S3 <br />S3 <br />STORY <br />I <br />2 STORY <br />- - - - -� - - - <br />- <br />- - -�-- - - <br />o <br />r — <br />■: t CJ -- <br />PROVIDE 1 Y" RECESS TYP @ OPT <br />FOR SGD. REFER TO 94.8T <br />-{- CJ <br />T-0"x8'-O" <br />ICONC. <br />TSORY REF I I) <br />I MASON'S SLOPE FOR - <br />WIDTH S _f1-----.� <br />::: <br />&94.58' <br />1 SLOPE? &94.4V <br />94,54' <br />S6 <br />BUILDER TO PROVIDE <br />iy <br />o <br />_ <br />APPLIANCE PROTECTION <br />� <br />� <br />11. / ' 0" <br />Imo— <br />- <br />SW `r <br />WHEN REQUIRED PER FBC <br />18'-4" 4'-6" T-4" <br />T-8" <br />20'-7" <br />I <br />2 -6 <br />I <br />ISLOPE <br />L <br />S3 <br />I <br />----��----�::. �, <br />S3 i?N <br />(2)#5REBAR <br />■ I <br />D II I W 1 I: • <br />N <br />VERTICALS w/ in <br />VERIFY LOCATION FILLED CELL <br />— <br />. . . r <br />. . . . . . . <br />FOUNDATION PLAN - ELEV-Al. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN.- FOUNDATION PLAN <br />wz <br />Uj <br />C a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />! <br />�—#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />° <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />` <br />,' <br />HORIZ. REBAR, TYP. <br />• <br />U. N.O. <br />-Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />_ <br />N N <br />Vi y C7 � <br />� <br />d <br />� <br />CC <br />c <br />M <br />m. <br />� •� ICD1. C17 <br />�., cm <br />= E <br />o <br />0 <br />L <br />CJ <br />M <br />N <br />O <br />_N <br />N2 <br />y 3 i i i ICCE <br />;ttf, <br />��.•�.� <br />,i} <br />I._L: F,% <br />N o <br />8 TT6 <br />_� as <br />r <br />�/Z <br />j` <br />11 E <br />0 oa! „ <br />t.° << C za <br />>a �;r � 1 a <br />C Ci y.•4 <br />s.;iaSi$= <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />0 E US <br />J <br />C <br />� � <br />> � oo y * LL " <br />M <br />Cv LL C- d <br />a <br />M <br />ALL <br />Z <br />Z <br />(0 C a1 S 0 O <br />N O 0 O <br />w m J <br />Cg <br />W <br />n m <br />J0Z <br />LL <br />00 Z�0 69 <br />N M z U O <br />gyp. <br />Vz <br />F=- <br />�i ❑❑❑ <br />W <br />(r) <br />rl/ <br />N c^� <br />00 (0 <br />� o � <br />d an <br />z U- <br />�N <br />a <br />U <br />0 <br />VN <br />L o <br />w <br />wo <br />r <br />U o <br />� CD <br />® 0 <br />�m <br />r_ <br />o <br />�_ <br />J <br />W <br />J <br />o� <br />Z <br />n3 <br />zo <br />-o <br />Z <br />Q, <br />_ <br />E O <br />t— <br />�O <br />.0 <br />p E <br />a <br />6 <br />`c <br />u <br />a o <br /><0 <br />W W <br />J <br />cn c¢ <br />o <br />m� <br />o° <br />Z <br />¢w <br />8 <br />�w <br />g00 <br />� <br />y <br />a <br />m <br />2 <br />to <br />zIa� <br />¢ <br />y �— <br />r / <br />w <br />O <br />/ <br />— <br />W <br />F <br />CID <br />0 <br />:3 t <br />LO <br />J <br />U <br />� <br />*M— <br />U) o <br />a <br />N <br />W <br />m <br />- <br />LO <br />r <br />to <br />ate-+ <br />0 <br />N c) <br />1 <br />c_}0 cV <br />O <br />tV <br />IL N <br />.Q <br />M <br />� mt <br />*" <br />w M <br />M W <br />M <br />o <br />Z <br />m <br />Z <br />E O <br />6i <br />N <br />fd <br />E <br />C <br />tl <br />U J <br />Q <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEEP' NO. <br />6 <br />