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I <br />i <br />cn <br />K) <br />re) <br />LID <br />LO <br />0 <br />rn <br />0 <br />Jo <br />Q <br />0 <br />0 <br />J <br />r" <br />0 <br />I <br />M <br />i <br />J <br />a <br />M <br />M <br />LO <br />v7 <br />ly <br />0 <br />0- <br />in <br />0 <br />0 <br />0 <br />J <br />00 <br />H2 <br />0 <br />I <br />N <br />CV <br />LO <br />O <br />W) <br />LO <br />Lo <br />N <br />0 <br />Jo <br />a <br />rn <br />c <br />3 <br />a <br />N <br />0 <br />i <br />a <br />F2 <br />E <br />0 <br />v <br />c <br />J <br />d <br />C <br />0 <br />v <br />V <br />J <br />N <br />17 <br />to <br />0 <br />cV <br />0 <br />O <br />0 <br />rZ <br />rn <br />0 <br />rz- <br />ZZ— <br />u7 <br />ai <br />v <br />0 <br />d <br />0 <br />W <br />Q <br />m <br />0 <br />11 <br />�A. <br />18'-4" 43'-8" <br />1-STORY FOOTING <br />FOOTING 2 - STOW <br />T-2" 2'-2" 5'-4" 4._2„ " 5'-11" 4'_5g.. 1 L. 8 5'-9" T-10" 2' 5" 3 _58., to 2'_68' 6'_0" 6'.4" <br />TYP @ 1 <br />2'-4" STORY <br />A TYP @ 2 STORY <br />S3 <br />THB S6 <br />■ <br />■ ■ <br />■ <br />C Fh <br />AD <br />AC <br />AD <br />I <br />20'-10" <br />'LAV. <br />5'-0" ; ; <br />I <br />TUB <br />.. <br />iv II <br />— — — <br />■� I <br />\ \ <br />I <br />- <br />TYP @ f <br />f <br />Ir <br />W.C. : a 0'-0" <br />� <br />TYP @ <br />\ \ \ \ <br />2STORY <br />f <br />I \ <br />LJ <br />2 STORY o <br />J ih <br />_\ <br />_ <br />S6 <br />Q, <br />iv I if <br />S6 <br />t IHVAC \ <br />SW <br />CHASE \ \ \\ \ <br />\ <br />BASED ONSHOWER <br />LOCATION <br />PLUMBING <br />fl <br />"""'�_J <br />LINE TO <br />' <br />CY) <br />INDICATES FILLED CELL w/ 3000 PSI �C\ <br />........ ... ISECOND. <br />TUB UP TO I f FLOOR• : =GJ <br />CJ <br />CONC. GROUT FROM FT. TO BEAM W/ <br />ND FLOOR\OR <br />J�F <br />#5 REBAR VERT ABOVE SLAB TYP <br />"' <br />A/C(1) <br />' <br />f PROVIDE Yz'@ <br />ALL PLACES SHOWN HOOKED FTG. <br />�� # <br />x 9 Y2"DOWELS <br />5" EMBED W/ 25" EXT. ABOVE� <br />III (W C 1 <br />RE;CESS <br />V <br />: SLAB "GRADE 40 STEEL" <br />................................ .. <br />�' 1 � _J <br />�: .... <br />FOR FRT. <br />1g10" ...... ........... <br />. _ ............... <br />DOOR <br />22'-10" <br />1'-3" V-8" <br />18'-4" <br />5_94.. T-O" " 2'-8" 64" <br />2'-6" x 2'-6" x 1'-0 <br />J <br />TYP. <br />M <br />I W/ (3) #5's E.W._" <br />21'-6" 8'-5" <br />T-10" <br />S3 TOP OF CONC./ <br />11 /� <br />SLOPE <br />L <br />2 STORY PAVER TO BE 4" <br />4.. <br />S3 <br />to <br />■: <br />t 2'-6" x 2'-6" x 1'-0" <br />BELOW FIN. FLR. <br />� <br />00 <br />� <br />I W/ (3) #5's E.W. <br />— — — — � <br />Ile <br />2-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />+CJ <br />SIM. W <br />o <br />III I <br />STEP <br />7CC <br />I =1�� I <br />t KITCHEN <br />C <br />S3 <br />S3 #5 REBAR (2) <br />3-1/2" MIN 3000 PSI CONIC. SLAB FOR ISLAND LOW I II I _ JII� I <br />—�IIZ <br />VERTICALS w/ <br />in FILLED CELL <br />N <br />HERNANDO COUNTY ONLY WALLS 1 II 1 1 <br />3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 ILI_ JJh I <br />1 Ji I <br />r— <br />LUI VCl) �^ <br />7 <br />MIL VISQUEEN VAPOR BARRIER b <br />I I II I <br />QI --I 1(I <br /><I( 1) ((� <br />o <br />t <br />■ I CHASE TO 1 1 ID W I I <br />IIII <br />L <br />ISLAND <br />1, 9., <br />18'-54., -JJ J <br />I <br />CC <br />A <br />II <br />S3 <br />4 <br />12'-6" x 2'-6" x 1'-0" 2'-6" x 2'-6" x 1'-0" <br />SW <br />J 11 <br />in <br />TYP @ 1 <br />I W/ (3) #5's E.W. W/ (3) #5's E.W. <br />S3 <br />STORY <br />2 STO <br />Y <br />. — — — — — — — — <br />rtt <br />— <br />— — — — <br />� <br />I rt CJ <br />CJ <br />PROVIDE 1 %" RECESS TYP @ OPT III <br />FOR SGD. REFER TO 2 STORY REF <br />I3'-0"x8'-O' <br />CONIC. <br />OT O' <br />MASON'S SLOPE FOR _ <br />I i <br />-3 112' <br />SLOPE <br />I <br />WIDTH S _._._._.��.� <br />BUILDER TO PROVIDE <br />c� <br />o <br />APPLIANCE PROTECTION <br />� <br />� <br />1/I� <br />I - <br />SW <br />WHEN REQUIRED PER FBC <br />SLOPE <br />18'-4" 4'-6" T-4" <br />T-8" <br />20'-7' <br />- <br />2'-6" <br />CC <br />L <br />I <br />----�r ----� .. <br />11 F I• ' ' <br />411 <br />, S3 <br />` <br />(2)#5REBAR <br />S3 <br />■: I <br />D I I I I I; <br />_ - <br />N <br />VERTICALS w/ in <br />VERIFY LOCATION FILLED CELL <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 & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF 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 />Uj <br />Z <br />W Q <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />VVV #5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />L HORIZ. REBAR, TYP. <br />/ U.N.O. <br />•; "Alternate: <br />/ I 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 />C" <br />cm <br />[V <br />Cn <br />Z <br />> W <br />O` L <br />C F C� tV <br />cj- <br />N � p <br />Un C N r <br />N d � <br />Q N Y <br />d <br />� <br />o -cc <br />V <br />J <br />> C <br />12, ti <br />CZ g <br />N <br />C <br />l0 q <br />� LJ <br />O <br />li <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />fn <br />W <br />a <br />0 B <br />ch o <br />0 <br />0 <br />N <br />5 Lin� 4 <br />rn r c <br />Q <br />N O V <br />�;Mcr 2S <br />c J LL <br />Z W <br />J�� i rl <br />Z <br />13N <br />m�O' ° se <br />L m o _ 3 <br />cu � o <br />W <br />��pm <br />LL <br />�J <br />;n <br />N <br />O o ¢ o <br />Z <br />W <br />o <br />I � <br />L <br />n <br />r <br />v o <br />�-1 <br />� <br />o <br />4-1 <br />V <br />` J <br />0 <br />�N <br />u. o <br />c., d <br />Ecn <br />_f <br /><L N O <br />N vl <br />ICE <br />0 <br />11 <br />z o <br />z c <br />aEI <br />Q ci <br />E <br />woQ <br />r <br />z� <br />0< <br />U <br />0 <br />o <br />CID <br />o< <br />aQ <br />s <br />a <br />z0 <br />W <br />r� <br />LL LL <br />m <br />x <br />� <br />NLL <br />Tz <br />o <br />r <br />V <br />zQ <br />U <br />> <br />LO <br />LO <br />ui <br />f` <br />cu <br />C <br />t� <br />CL <br />Y <br />0 <br />T <br />U) <br />_oo� <br />N,^ <br />co <br />>, <br />O <br />L J <br />LL cM <br />0) <br />O <br />0 <br />�I <br />m co CN <br />co <br />LID <br />/ <br />M <br />Q <br />T <br />CD <br />o <br />M <br />:3r <br />N <br />z <br />z <br />E r <br />E <br />a <br />o <br />U _j <br />Q p <br />c <br />JOB <br />NO: <br />23-06138 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />