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x <br />u7 <br />0 <br />M <br />LO <br />L <br />cn <br />a <br />0 <br />0 <br />J <br />r\ <br />M <br />O <br />I <br />rn <br />0 <br />LO <br />v <br />Cn <br />4 <br />N <br />0 <br />J <br />r- <br />00 <br />0 <br />I <br />LO <br />Cn <br />v <br />0 <br />0 <br />3 <br />Q <br />v <br />d <br />1— <br />a� <br />E <br />LZ- <br />S <br />0 <br />C <br />J <br />y <br />0U <br />0 <br />UIy <br />y <br />U <br />N <br />i <br />U <br />L. <br />a <br />z <br />U) <br />I <br />i <br />v <br />J <br />2 <br />r7 <br />N <br />N <br />�i <br />5 <br />0 <br />0 <br />a <br />CV <br />CV <br />O <br />cV <br />N <br />N <br />0 <br />0 <br />Q <br />m <br />v <br />-4" <br />50'-0" <br />3'-8" 6 T-10" L. S-1 <br />TYP @ 2 STORY <br />(SEE JJ/S6 FOR J <br />STEM OPT.) S6 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />1 <br />1.1 <br />TH.B. <br />2'-0' <br />FTTELECTRICAL <br />PANEL I <br />V I <br />(2) #5 REBAR I <br />VERTICALS FILL / to FILLED CELL <br />00 <br />00 <br />I <br />( <br />2'-5fl 12 STORY <br />i <br />■ <br />GG <br />CC <br />S3 <br />J <br />S3 <br />: <br />S3 <br />T <br />co <br />PLUMBING ;: <br />I <br />I r <br />PLUMB <br />I <br />TYP @ 2 STORY <br />STACK ...... <br />STACKING <br />U.N.O. (SEE JJ/S3 <br />.: I::... . ..... <br />i <br />I <br />I <br />I ��m <br />FOR STEM OPT.) <br />- SLOPE 4 <br />T-2" <br />CJ <br />I <br />I <br />I I -3 1 /2" N <br />CJ <br />- <br />N <br />i <br />I <br />Co <br />16'-7" <br />. I .................... <br />... <br />.26 <br />O_ O <br />- <br />� <br />I11 <br />4'-0" <br />-6" <br />1 21'-6" <br />■ <br />20'44' <br />1 <br />4" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />RA <br />_ _ <br />1/8":1'-0" <br />I HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x 1'-0" <br />w <br />SLOPE <br />3-1/2" MIN 2500 PSI CONC SLAB OVER <br />W/ (3) #5's E.W. <br />C <br />I <br />6 MIL VISQUEEN VAPOR BARRIER <br />1 <br />H I <br />(2) #5 REBAR <br />o <br />Co <br />N <br />co <br />L <br />M <br />S3 <br />T-04" <br />a0 <br />2'-42 <br />I M24 <br />VERTICALS w/ in I <br />12 STORY FILLED CELL <br />S3 <br />17 <br />13'-11" <br />2'_6" <br />1.4'-84" <br />2, 6„ <br />I <br />I 4 <br />L" <br />I <br />K <br />STUB UP TO S3 <br />- <br />PROVIDE 1 %" RECESS <br />SINK WI DISP - <br />rl <br />- _ <br />— — <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />I WIDTH r� <br />i <br />I D.W. o o <br />i I <br />L J <br />_ _ <br />I <br />I CHASE TO <br />ISLAND I <br />W'H' <br />2ND FLOOR <br />( <br />FOR A/C <br />J <br />80 <br />T <br />o <br />■ <br />STEPS AS <br />■ <br />00 <br />REQUIRED <br />b <br />_ _ _ <br />-_- --_-- <br />I <br />1 I <br />�, <br />— — <br />— — — — — <br />— — — — — <br />-, <br />PER FIELD <br />L — — — — — — — — — <br />.'.'.'.'.'.'.' <br />:.y' :� <br />�� <br />Cl) <br />CONDITIONS <br />I <br />— — <br />J �,_0, - - - =:y::: I <br />. y .'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.. L .' ■ Do ■ <br />I <br />-L <br />-' <br />■ <br />■ <br />19'-54' <br />T-04" <br />15'-6" <br />6'_O,i <br />2'- i <br />INDICATES FILLED CELL w/ 3000 PSI <br />I KITCHEN rl� <br />�PROVIDEI"x9%2" <br />rl ° <br />RECESS FOR FRT. DOOR <br />4" I <br />i <br />CONC. GROUT FROM FT. TO BEAM <br />ISLAND LOW <br />�' �' '�' <br />rM <br />��, <br />1/8":1' 0" <br />00 <br />TOP OF CONC./ PAVER TO BE 4" ( <br />ih <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />WALLS 00 <br />_ <br />/' /' <br />SLOPE <br />K <br />TYP @ ALL PLACES SHOWN <br />/ %/' <br />L <br />BELOW FIN. FLR. <br />C° <br />L <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE <br />�' /� �— — — <br />%' <br />�• • <br />• • <br />■ <br />S3 <br />W/ 25" EXT. ABOVE SLAB 40 <br />/ / <br />/ <br />; <br />STEEL" <br />I 20'-44' <br />�. , � <br />��' <br />, ; , I _ <br />T-72' �3'-72" <br />I <br />14'-44" I ■ <br />N <br />— <br />po <br />T <br />TYP @ 2 STORY <br />I <br />T� <br />I <br />I I <br />6'-4 " <br />I <br />r <br />3'-0" x 3'-0" x 1'-0"_j <br />■ <br />I <br />I <br />I <br />L_J <br />c <br />oD <br />W/ (3) #5's E.W. <br />2'-6" x 2'-6" x V-0" <br />I N <br />N <br />M <br />/ <br />W/ (3) #5's E.W. <br />I <br />I <br />I GG <br />I <br />GG <br />S3 <br />I <br />J-4) <br />TYP @2 <br />STORY <br />b <br />S3 <br />I <br />%{ ' HVACCHASE <br />°' <br />If <br />I <br />I <br />I <br />0'-0" <br />■ <br />BASED ON <br />LOCATION <br />'�? <br />I <br />M <br />— <br />-�— <br />— —. <br />. . <br />.... T <br />........................... <br />■. <br />. <br />1 <br />■.1 1 <br />.r <br />■ <br />■ ■ <br />H.B.. <br />6'-4" <br />1 <br />TYP @ 2 STOR J <br />S6 <br />T-O" x T-O" x 1'-0" <br />W/ (3) #5's E.W. <br />FOUNDATION PLAN - ELEV-Al <br />SCALE: %4"=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 18 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 />w z <br />�a W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FIND. 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 />c ont. 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 />N <br />N <br />70 <br />0 <br />p ti <br />v <br />i C•7 <br />U <br />ev <br />CV <br />m X <br />} <br />Q <br />� <br />O i <br />U C6 O C6 <br />CZiNY <br />W <br />U) <br />Q U CM6 <br />r <br />0 <br />> -= (_v <br />�ry <br />w 0 G <br />F <br />� C U' <br />0- I'`. <br />N <br />N <br />O <br />CV <br />N <br />W. 40 <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Am A111111111111k <br />Q <br />v <br />EQ co <br />O O `-' N <br />O OOD <br />N J <br />" <br />0 <br />uo oN atu <br />W <br />aw <br />U)- � ° -' W _- <br />m o LL a Y <br />a <br />ui rn <br />CC LL U- a w <br />0 <br />Z <br />L m c 0 <br />q� ° W <br />cp ro O J <br />C0' Q a Q <br />Z <br />ILU0WU <br />a <br />M z E a)Q <br />Z <br />N <br />O U U <br />W <br />000 <br />M <br />0 0 <br />z N <br />Q � Q <br />� <br />Q <br />N <br />n, <br />� � <br />c <br />ll! <br />( � <br />Tf6 <br />W <br />� <br />U <br />0 <br />Ln <br />t/1 <br />W o <br />U <br />W J <br />— Ecl.=.,... <br />M U <br />= d <br />OD Y <br />N CA <br />w <br />M <br />M <br />w¢2 <br />oz S <br />z <br />Z¢ <br />U— <br />U- <br />Q E <br />O <br />E <br />zo <br />Wo <br />r� <br /><� <br />z® <br />u <br />OU <br />O <br />X O <br />O¢ <br />°o¢ <br />a <br />w z <br />L <br />w o <br />¢a <br />¢2 <br />W0 <br />ai <br />(d <br />z <br />y <br />10 <br />U)C <br />0 <br />o� <br />z <br />z <br /><� <br />Zz <br />MEN <br />a) <br />U) <br />Q <br />S. <br />gO <br />�z <br />�w <br />0 <br />�3 <br />00 <br />d� <br />Y <br />¢ <br />¢ O <br />W <br />zl¢T� <br />d <br />2 0 <br />0 <br />i <br />> (fl <br />' n <br />L / <br />rn <br />:3O <br />O <br />cr <br />j <br />Y <br />r <br />c� <br />o <br />r <br />O <br />04 <br />Lo <br />00 <br />N <br />Lid <br />OM <br />N <br />N <br />r <br />E <br />c <br />Z <br />M <br />Z <br />:3 <br />E <br />n <br />d <br />E <br />U <br />Q p <br />JOB <br />NO: <br />22-02387 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />