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'w■�r � Mm'� �rl^IIAInA!l�RI � 1 "IC <br />v, <br />a <br />N <br />P <br />Ln <br />.8 <br />J <br />t2 <br />O <br />I <br />Q <br />N <br />L <br />N <br />J <br />t2 <br />p <br />I <br />3 <br />a <br />N <br />E <br />c <br />ri <br />O <br />a <br />0 <br />v <br />t� <br />0 <br />Nd <br />N <br />O <br />0 <br />8 <br />C, <br />Q <br />m <br />�R <br />5 <br />62'-0" <br />18'-4" 43'-8" <br />1-STORY FOOTING <br />FOOTING 2 - STOR <br />7-2" 2'-2" 5-4- 4'-2" rB" r. 5'-11" L. 4'-53r' r. 1,11" L 5'-9" 6 T-10" r- 2'-5" L. 3'_' g" r_ 2'-68rr L 6'-Orr 6r�rr <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />' H.B. <br />TYP @ 2 STORY <br />J <br />S6 <br />AC M <br />AD <br />I <br />20'-10" <br />Ilk!AD <br />i LAV.:: <br />I I L- TUB / <br />_1 <br />M <br />\\ \\ <br />IIre <br />2STORY io <br />�0r-0" <br />I -11 <br />� <br />2STORY o <br />\4 <br />co <br />�� �� <br />� = <br />S <br />S6 <br />a, j J\ <br />iv t1 <br />J in <br />S6 <br />I N <br />■. _ � <br />IHVAC <br />-------� i <br />SW <br />j <br />I f Ir : a <br />o0 <br />v <br />CHASE � � <br />r <br />_ <br />I BASED ON <br />LOCATION <br />SHOWER I PLUMBING <br />�I <br />o <br />�� <br />_JLINE TC1 - <br />j SECOND: <br />STUB UP TO 1 �} <br />Ci <br />_ . INDICATES FILLED CELL w/ 3000 PSI <br />- CONC. GROUT FROM FT. TO BEAM Wl <br />(1) #5 REBAR VERT ABOVE SLAB TYP I <br />_ FLOOR • : _ <br />2ND FLOORCi <br />I <br />� � � FOR A/C ; "' <br />� <br />; t PROVIDE Y2' <br />C;, <br />@ALL PLACES SHOWN HOOKED FTG. <br />DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />"GRADE <br />�� I j <br />- < III r : ; <br />�' �� u <br />, • <br />1 ' x 9 Y2 " <br />: , RECESS <br />FOR FRT. <br />io <br />' <br />M <br />SLAB 40 STEEL" <br />.'..........'.'.'.'.'.'.' <br />_ _w <br />L t- J <br />....................18-10rr...... <br />_ - <br />DOOR <br />1 <br />22'-10" <br />1'-3" 1'-8" <br />1 18'-4" 5'-9a" 3r_O" 2r_8" 5-4- <br />a� <br />x 2'-6" x 1'-0" <br />J <br />TYP. <br />W/ (3) #5's E.W. <br />21'-6" 8'-5" <br />T-10" <br />S3 TOP OF CONC./ <br />1/8 i -O! <br />SLOPE <br />L <br />2 STORY PAVER TO BE 4" <br />�rr <br />S3 <br />_ <br />■_ 2'-6" x 2'-6" x 1'-0" <br />BELOW FIN. FLR. <br />I <br />o0 <br />� <br />` I W/ (3) #5's E.W. <br />I I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />q <br />CA)-f-CJ <br />I I I I <br />I <br />SIM. W <br />4 <br />d <br />v <br />III <br />STEP <br />CC <br />i =-1`l0 I <br />KITCHEN <br />C <br />S3 <br />S3 (2) #5 REBAR <br />= <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR I ISLAND LOW j II I � JII� I <br />I VERTICALS w/ <br />in FILLED CELL <br />.r <br />Cl)I <br />HERNANDO COUNTY ONLY WALLS I II I �IIZ I <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 IL1 ` J��' I =1 <br />19 <br />:F _„ <br />�-- <br />` V <br />_ <br />MIL VISQUEEN VAPOR BARRIER I <br />I I I T <br />I<1 <br />CHASE TO 11 1 W 11 I <br />I I II <br />L� <br />7 <br />r <br />Of <br />ISLAND <br />A <br />11 <br />S3 <br />S3 <br />•18'-514- <br />12'-6" x 2'-6" x 1'-0" I j 2'-6" x 2'-6" x 1'-0" <br />SW <br />I <br />J <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 I! <br />2STORY <br />= <br />- - - <br />o <br />r — <br />�1 <br />■ • (- -1-- CJ — I <br />- f- CJ <br />ip <br />'-0"x8'-0' <br />ICONC. <br />PROVIDE 1 Y" RECESS TYP @ OPT III <br />FOR SGD. REFER TO 2 STORY REF i i <br />'S <br />(PATIO <br />SLOPE FOR _ <br />( WIDTH _ <br />„ , , , <br />S-3 1/2' <br />SLOPE <br />��„ <br />S rt � <br />( I S6 "' - - - <br />BUILDER TO PROVIDE 1 <br />Cv <br />_ <br />APPLIANCE PROTECTION <br />io <br />60 <br />1/8":1'-Orr <br />I SW <br />WHEN REQUIRED PER FBC <br />SLOPE <br />18'-4" 4'-6" It T-4" 0 <br />T-8" <br />L <br />20'-7rr <br />2'-6 , <br />L <br />ill <br />I a, <br />- - - - - -_ <br />o <br />- �• :: -' <br />CC - <br />::.... �� S3 7 <br />I <br />(2) #5 REBAR <br />S3 <br />II <br />l I: • CO-� <br />VERIFY LOCATION VERTICALS w/ in <br />— <br />■ ; I <br />tl I W <br />I I: ; <br />ELECTRICAL PANEL FILLED CELL <br />oo <br />T-0" <br />■' (------ ---�-- <br />-- <br />_ <br />o <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4'=V-0" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />') <br />w <br />w <br />Cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"*Alternate: <br />The reinf. bars shall be <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 />CNA <br />C1 <br />o <br />d <br />W <br />C2 <br />ono <br />a- o <br />c 1O m <br />>< <br />a <br />N ra a <br />y O f0 <br />Q,.NX <br />ai <br />O O T <br />y � <br />E <br />tc o <br />���`4�tq�x1111i1lPO!' <br />9 �`•�-,�SEUj <br />���'; <br />qvp <br />O <br />g� <br />N <br />To the best of the Engineer's 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 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 />40 <br />EI- <br />o CS 8o <br />tp <br />.d <br />ri <br />Q <br />� <br />rnN 9! LL <br />JLLIL LL W <br />a <br />a 4 <br />ZIL <br />c <br />�i <br />W <br />�'MNrp � O <br />ZU) <br />co m <br />N Z Q J <br />Z <br />N OU <br />W <br />v <br />❑❑ <br />Z QNQ <br />z �f <br />z ti <br />a <br />N <br />V) <br />z <br />�4-J <br />LL <br />`V <br />cn <br />W W <br />o a <br />V <br />0 <br />W 8 <br />m <br />�NW� <br />_ <br />A <br />w m <br />c <br />Q a <br />441 <br />CM <br />M <br />" <br />z <br />o <br />s <br />i <br />Q <br />E <br />�� <br />o <br />�° <br />EG <br />=_e <br />1 <br />�, <br />RU <br />oa <br />UU <br />�V <br />z <br />E0. <br />o <br />O T <br />N <br />i <br />a� <br />ai <br />w o <br />°do <br />&z <br />wZ <br />Ix <br />w <br />N <br />m� <br />gZ <br />z <br />- <br />�� <br />Q <br />V <br />a <br />W <br />U� <br />0 R <br />�W <br />xG <br />~ - <br />C <br />_� <br />o� <br />am,", <br />J <br />dNJ <br />Ln <br />LO <br />T <br />Q <br />c� <br />� <br />T <br />T <br />N <br />Cr <br />T <br />N <br />•.. <br />In <br />1O <br />�r <br />0 <br />04 <br />N <br />N <br />NI <br />C:) <br />LO <br />M <br />a <br />�1 <br />t- <br />E <br />n <br />o <br />Z <br />T—', <br />E co <br />H <br />z <br />W <br />d <br />E .. <br />U _j <br />•�+ <br />Q p <br />C <br />C <br />J <br />JOB <br />NO: <br />22-08313 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />Y <br />1 <br />