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a <br />N <br />LO <br />0 <br />S <br />Cr <br />r <br />0 <br />J <br />0 <br />v <br />v¢i <br />z <br />LZ <br />U <br />X <br />a <br />O <br />t� <br />S <br />va <br />i <br />O <br />C. <br />b <br />» <br />c <br />c <br />b <br />1 <br />T-2" 2--2- <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />1' H.B. <br />1-STORYL FOOTING <br />FOOTING 2 - STORY' <br />64" 6 4'-2" s. r. 5'-11" <br />4'-Ull , 1 <br />TYP @ 2 STORY <br />J <br />S6 <br />T-5a' 2' <br />T <br />vz�z2ffi-z �T <br />—•—•— <br />r <br />--� <br />r— <br />CO <br />C M <br />AD <br />AC <br />AD <br />'• <br />20'-10" <br />� <br />LAV. 5-0" LAV. <br />II I TUB <br />I �aassaa�J <br />M <br />\ <br />TYP @ <br />}Ir <br />I ' I / : 4 of <br />TYP TYP @ <br />2STORY <br />W.C. <br />} I \ � <br />2 STORY o <br />M <br />\ \\ \\ \ <br />\ \ I <br />S <br />S6 <br />I LJ <br />N I <br />J i%) <br />S6 <br />\\��� f <br />' IHVACCHASE \\ \� <br />SW I{ <br />} IA 1 <br />\ <br />IBASEDONs-� <br />I <br />LOCATION \ \1 \ <br />SHOWER PLUMBING <br />r <br />Cl) <br />\ <br />I �\ <br />1 <br />------ LINE TCI <br />\ \ \ I SECOND: <br />STUB UP TO 1 I} <br />, , , , , , <br />1 <br />CJ CJ <br />' <br />r INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT, TO BEAM W/ <br />I <br />(1) #5 REBAR VERT ABOVE SLAB TYP I <br />\ \` \ FLOOR : =ha <br />\ \ _�2ND FLOOR I n <br />\ \ \ FOR A/C ; "' <br />; tPROVIDE Y2' <br />Cl) <br />@ALL PLACES SHOWN HOOKED FTG. <br />I DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />"GRADE <br />I I <br />\ \� } } <br />\ \ <br />\ _� ' I I I r W C, <br />\= <br />I ' ix 9 Y2 " <br />RECESS <br />RT. <br />SLAB 40 STEEL" <br />\ \ \ L �_ • <br />DOORFOR <br />22-10" <br />-3 <br />1'" 1-$ <br />" 5_9a„ <br />18-4T-O" " 2'_8" 5'-4" <br />2'-6(' x 2'-6" x V-0" <br />J <br />TYP. <br />TOP OFCONC./ <br />I <br />W/ 3) #5's E.W. <br />21'-6" 8'-5" <br />T-10" <br />S3 <br />118 '1-0� <br />SLOPE <br />L <br />2 STORY <br />PAVER TO BE 4 <br />S3 <br />LO <br />_ <br />—M.. <br />2'-6" x 2'-6" x 1'-0" <br />BELOW FIN, FLR. <br />00 <br />c <br />' W/ (3) #5's E.W. <br />I <br />- - - - -- - - i =23i _ <br />_ <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />0 <br />+CJ I I I I <br />I <br />SIM. W <br />q <br />v <br />v <br />III I <br />STEP <br />CC <br />= <br />Pq <br />KITCHEN j I I Apo I <br />S3 <br />S3 (2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC, SLAB FOR I ISLAND LOW I II I Jlt� I <br />I VERTICALS w/ <br />in FILLED CELL <br />M <br />HERNANDO COUNTY ONLY WALLS I II I ,IIZ I <br />I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 p I JN� I <br />_ �i c <br />r <br />1NI Y <br />z I/ <br />I MIL VISQUEEN VAPOR BARRIER <br />I I I I •- <br />9 i 11 �fl <br />Q <br />CHASE TO I I ID W I I i <br />III II <br />L� <br />I <br />ISLAND11-9" <br />CC <br />A <br />S3 <br />II <br />Z-6" x 2'-6" x V-0" I j 2'-6" x 2'-6" x 1'-0" <br />SW <br />I <br />J <br />S3 <br />in <br />TYP @ 1 <br />I W/ (3) #5's E.W. I I W/ (3) #5's E.W. <br />S3 <br />STORY <br />I <br />2 STO <br />RY <br />c <br />- - - - <br />r <br />■ : I - -_ CJ — <br />--I- CJ <br />PROVIDE 1 Y2' RECESS TYP @ OPT I I <br />FOR SGD. REFER TO 2 STORY REF I I� <br />-�� x - <br />ICONC. <br />(PATIO <br />I MASON'S SLOPE FOR - II <br />--- --- -- - --� <br />:: <br />-31/2' <br />SLOP <br />I <br />WIDTH S <br />I S6 <br />BUILDER TO PROVIDE <br />ii <br />Q <br />`}" <br />_ <br />APPLIANCE PROTECTION <br />io <br />60 <br />1/I _ 8 1'-O" <br />I SW <br />WHEN REQUIRED PER FBC <br />SLOPE <br />18'�1" 4'-6" T.4" 0 <br />3'-8" <br />20'-7' <br />L <br />N I <br />I a, <br />- - - - - - <br />•• O <br />- �• <br />- -1 <br />CC p <br />S <br />I <br />(2) #5 REBAR <br />I I (- <br />I:. `° <br />-- <br />VERIFY LOCATION VERTICALS w/ in <br />— <br />■ <br />II I W <br />I I <br />ELECTRICAL PANEL FILLED CELL <br />;0 <br />3'-0" <br />L----------i-- <br />-- <br />/ <br />o <br />FOUNDATION PLAN MONO - 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 />VWVF PLACED IN r1/8" 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 />• LU <br />UJI <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />j�fyG, <br />.;� ; <br />' �; <br />�;: �---#5 <br />CONTINUOUS <br />. • <br />, .: • <br />"�- <br />REINF. SEE FND. FOR <br />�• " <br />"- ' <br />QUANTITY <br />• <br />,�•; <br />•v <br />#5 X 25" X 25" CORNER <br />'�' <br />BAR ONE FOR EA. <br />.. .. <br />HORIZ. REBAR, TYP. <br />� <br />�• <br />U.N.O. <br />•, - •, <br />"Alternate: <br />' ; • <br />The reinf. bars shall be <br />• • • • • • • • • •, <br />cont. around comer 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 />N <br />N <br />c <br />ell, <br />0 <br />C-41 <br />o w <br />•-s0 <br />O <br />` <br />P X <br />.- C U- t1 <br />iy O A <br />; 4C Y <br />a� oa <br />t <br />E c <br />�o 5 a <br />" • 3 R <br />;.d <br />o <br />c <br />9 ,O <br />a <br />E <br />� 0 <br />' <br />o <br />^ 4 `t+G�i�7tE11'i'Ydr,lit, <br />CN <br />W try <br />C t« <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />LoU <br />S <br />4: o <br />M <br />M � LL <br />� ui — a <br />T <br />Z <br />Y <br />= <br />0 <br />W <br />m Lu <br />Z <br />N �Z d -.1 <br />Z <br />OU <br />W <br />❑ ❑ <br />cD <br />z C11 M <br />z � <br />J <br />ti <br />z <br />-U <br />0 <br />W <br />w <br />t <br />c <br />� <br />O <br />W <br />Z <br />L <br />wo <br />oo <br />>p <br />0R <br />z® <br />O <br />E <br />l0 V <br />uiZ <br />�o <br />pa <br />UO <br />z <br />- <br />N @ <br />g0 <br />w <br />d) i <br />w0 <br />o <br />¢� <br />mo <br />r0 <br />U <br />y O <br />Cn J <br />ab <br />w <br />Q W <br />1z <br />Z <br />W <br />C <br />o <br />ao <br />W=W <br />aLL <br />�3 <br />O <br />N 2 <br />Gwy <br />F <br />a7 <br />IIIIIIj <br />� <br />zl"d <br />i; 3 <br />Q <br />Z <br />�� <br />L+ <br />� <br />m <br />R <br />�\ <br />Q <br />C9 <br />F— <br />V <br />j MO <br />CM <br />Cr Y <br />O <br />S <br />r <br />Q <br />� <br />N <br />O) <br />N <br />N <br />LO <br />64 <br />LO <br />M <br />Q <br />MLO <br />r <br />E <br />Ul <br />M <br />Z <br />EC <br />w <br />C <br />ii <br />Q <br />¢ o <br />-J <br />JOB <br />NO: <br />22-06467 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />