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3 <br />a <br />CO <br />M <br />L0 <br />LO <br />0 <br />0 <br />0 <br />a <br />tp <br />N <br />0 <br />00 <br />N <br />of <br />a <br />to <br />CN <br />M <br />L8 <br />un <br />q <br />V) <br />.a <br />0 <br />0 <br />J <br />0 <br />I <br />A <br />LO <br />C <br />Cr <br />S <br />c <br />3 <br />CI <br />Q <br />x <br />C <br />d <br />O <br />U <br />i <br />y <br />•o <br />i <br />U <br />:o <br />i <br />z <br />y <br />I <br />Y <br />j <br />0 <br />0 <br />0 <br />J <br />N <br />t <br />N <br />N <br />N <br />v <br />0 <br />O <br />ra. <br />NN <br />N <br />N <br />v <br />A <br />m <br />0 <br />N <br />c <br />C <br />d <br />1-STORY FOOTING <br />FOOTING 2 - STORY <br />T-4" 5'-10" <br />5'-4" <br />TYP @ 1 <br />TYP @ <br />STORY <br />2 STORY <br />(:S�3�) <br />S6 <br />4' <br />5'-4" <br />5'-1 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />4' <br />11 <br />t H.B. <br />Z. <br />MIFYUOATION <br />■ <br />I W I I I I: <br />r- — <br />o <br />L_--J o-� <br />ELECTRICAL PANEL (2) #5 REBAR <br />00 <br />T <br />S3 co <br />VERTICALS w/ in <br />S3 <br />I <br />18' 4" <br />10 0" <br />0" '- <br />3'-8" <br />� I <br />20 _7' FILLED CELL <br />o <br />SLOPE <br />SW <br />BUILDER TO PROVIDE <br />1/8":1'-O' <br />I <br />APPLIANCE PROTECTION <br />io <br />I 4" <br />I S _- ..---77 <br />WHEN REQUIRED PER FBC <br />I <br />I3'-0"x8'-0' <br />S6 <br />TYP <br />f <br />I <br />�-3 1/2' <br />SLOPE <br />I @ <br />CONC. <br />2 STORY OPT I I <br />(PATIO <br />— <br />REF III <br />I fII <br />-- CJ <br />CJ <br />- <br />zo <br />TYP @ 1 <br />I PROVIDE 1 Y2" RECESS <br />2 STORY <br />iv <br />STORY <br />FOR SGD, REFER TO 2'-6" x 2'-6" x 1'-0' I 12'-6" x 2'-6" x 1-0" <br />( MASON'S SLOPE FOR <br />J <br />LO <br />q <br />I W/ (3) #5's E.W. I W/ (3) #5's E.W. <br />WIDTH l i <br />18'-53" <br />SW <br />CC <br />S3 <br />CHASE TO III I I <br />ID W <br />_ <br />' I ISLAND I I 11 <br />r/, <br />q <br />1 <br />d,N <br />I 3-1/2" MIN 3000 PSI CONC. SLAB FOR KITCHEN j -�' j o <br />HERNANDO COUNTY ONLY ISLAND LOW II �Ih <br />WIC U <br />�1 -1 <br />'- <br />3'-0" 2'-6" x 2'-6" x V-O" <br />I PSI SLAB OVER 6 I <br />L- <br />W/ #5'S E.W. <br />Cl) <br />3-1/2" MIN 2500 CONC WALLS 1 II - 31- 1 <br />-- <br />#5 REBAR <br />2'-2" (3) <br />I MIL VISQUEEN VAPOR BARRIER I 1 11 - �Ilm 1 <br />1 r <br />V <br />VERTICALS w! <br />II Ilz I <br />LL1 —JJ� I <br />C <br />S3 <br />CC in FILLED CELL <br />I I <br />II <br />-I- CJ I I <br />_ <br />SIM. <br />S3 <br />o <br />Cl)o <br />d <br />_. <br />2'-6" x 2'-6" x V-0" <br />' I W/ (3) #5's E.W. <br />21'-6" 8'-5" <br />3'-10" <br />2 STORY TOP OF CONG.I <br />I PAVER TO BE 4" <br />4„ <br />� SLOPE � <br />i o0 <br />S3 <br />• 2'-6" x 2'-6" x 1'-0" <br />J BELOW FIN.FLR. <br />1/8":1'-0' I <br />TYP. <br />W/ (3) #5's E.W. <br />S3 <br />5'-94 <br />22'-10' 1'-3" 5„ 1' 8„ 1. <br />1 18'4° <br />3'-0" " 2'-8„ <br />64„ <br />18'-10" <br />I PROVIDEY2'x9%2" <br />_ __... <br />........... REC SFOR FRT. <br />DOOFJ <br />................................ .. <br />... ....................... .... <br />ih <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />L W•C.J <br />/ / t I / \ <br />I <br />M <br />TYP @ ALL PLACES SHOWN <br />I HOOKED FTG. DOWELS 5" EMBED <br />I W! 25" EXT. ABOVE SLAB "GRADE 40 <br />/ / STUB UP TO <br />% �j �' / 2ND FLOOR ! II <br />FOR A/C t } PLUMBING <br />:CJ CJ <br />/� <br />STEEL <br />- - - - <br />ANC <br />HVCHASE / /�' / <br />I _LINE TCI ' <br />- _----- I SECOND - <br />SHOWER I FLOOR ' <br />- T: �-- - - - } <br />I <br />M <br />(co BASED ON <br />LOCATION / <br />/ <br />GSW (I{ <br />l� <br />- <br />o0 <br />:1 <br />M <br />�' //�/'/ <br />S6 <br />TYP@ r <br />2 STORY <br />01-0" <br />S6 <br />STORY M <br />/ <br />AC <br />PAD <br />20'-10"6 <br />5'-0" <br />�LAV. i LAV. I I <br />iv <br />I I(r TUB <br />} 1' <br />AC <br />PAD' <br />I <br />M--- <br />--------+— <br />--- <br />M <br />+ H.B. <br />A <br />,. S3 <br />TYP @ 1 <br />STORY <br />1-STORY FOOTING <br />FOOTING T 2 - STORY <br />J <br />S6 <br />TYP @ 2 STORY <br />1'4i° 5'-9" <br />-10" <br />3'-5$° <br />6-4- <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 If 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. <br />FOUNDATION PLAN <br />If <br />w <br />w <br />Z <br />cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />_ � <br />C% r �: ill • <br />.' <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />• ' - <br />HORIZ. REBAR, TYP. <br />- <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 />tom- p <br />CID <br />U CN <br />x <br />C� <br />® u <br />O <br />CQ <br />E <br />0-W <br />N <br />O <br />N <br />N_ <br />{' <br />�a <br />}� <br />y' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />NCD <br />W <br />Q <br />v E <br />O p <br />8 <br />W I.- <br />N <br />0 <br />� N <br />� J <br />ci <br />Ea <br />tt <br />�C— <br />w <br />Y <br />ejMQV <br />Sri ii <br />a�0 <br />� <br />Z <br />o <br />0o <br />m <br />,—pNc_p <br />O <br />W <br />a¢a <br />Z <br />0 <br />oo 6 <br />N Cl)Z <br />a <br />�,n O <br />ZQD <br />O U <br />U 0 <br />W <br />❑ ❑ ❑ <br />Q <br />J - <br />E3 <br />N <br />M <br />to <br />� o <br />LL <br />1 1 <br />(10 <br />N <br />w m <br />U <br />O <br />� N <br />u! $ <br />.may N <br />U) <br />U 6 <br />w <br />® <br />1- <br />-- E <br />� w <br />U 'o <br />c IS <br /><0p <br />C 0 <br />m <br />0 <br />m <br />W <br />M <br />M <br />¢ <br />o <br />Z <br />U- <br />E <br />E o <br />E <br />oo <br />w1 <br /><� <br />ze <br />U <br />co <br />I— <br />Q 0 <br />x0 <br />a` <br />° K <br />�0 <br />OU <br />°Z <br />O <br />N <br />Wz <br />o <br />Qomo <br />wz <br />�� <br />Y <br />U <br />O <br />z I <br />Z <br />Q W <br />W <br />Z <br />g° <br />gas <br />Q <br />o� <br />a <br />mw <br />c <br />� <br />< o <br />�� <br />az <br />=3 <br />o <br />cfl <br />w� <br />�O <br />a F <br />v <br />za <br />°3 <br />C <br />_ <br />M <br />L <br />LO <br />iu <br />rn <br />m <br />Q <br />M <br />N <br />F-� <br />00 <br />M <br />m <br />a-+ <br />O <br />N <br />N <br />CD <br />NI <br />N <br />LO <br />M <br />Q <br />N <br />N <br />T- <br />ci <br />E <br />c <br />CV <br />o <br />Z <br />m <br />Z <br />E O <br />iri <br />(n <br />E <br />U <br />a <br />-j <br />Q p <br />JOB <br />NO: <br />22-02388 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />