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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 corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />WWF PLACED IN <br />UPPER 1 /3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />W Z <br />W <br />U:) <br />CONTROL JOINT DETAIL <br />z <br />O <br />Q <br />0 <br />z <br />Z) <br />O <br />1 <br />z <br />O <br />Q <br />0 <br />z <br />O <br />12'-n,, <br />1 _, _n-- <br />T-5" 5'-2" T-5" <br />11'-8" 1'-4" <br />2'-15" x 2'-6" x <br />AC PAD <br />1'-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />S3 PORCH <br />r <br />I � �INDICATES FILLED CELL <br />o <br />o <br />w/3000 FISI CONC. GROUT I <br />a T <br />00 <br />o <br />FROM FTR. TO BEAM w/ (1) #5 I <br />_j <br />T <br />U <br />r- <br />I <br />I I REBAR ERT. ABOVE SLAB. ■ <br />I I <br />o <br />TYPICAL @ ALL PLACES <br />6-10" 5'-10" <br />o0 <br />00 <br />ISHOWN. HOOKED FTG <br />I <br />DOWEL w/ 17" EMBEDMENT <br />w/ 25" E T. ABOVE SLAB. I <br />GRADE 40 STEEL I <br />`t <br />I <br />C.J. <br />— — ■ ■ ■ ■ <br />0o <br />I <br />HVAC CHASE <br />OP <br />r <br />I BASED ON �— — — — ------ ■ <br />TV <br />LOCATION PROVIDE 1 1/2" <br />M <br />RECESS FOR SGD <br />I <br />I I S3 REFER TO MASONS <br />■ I <br />OPI SCOPE FOR WIDTH. <br />I <br />ih <br />o <br />■ <br />I <br />Ff 0 <br />I <br />■ — �� C.J. _ _ — <br />ss <br />I <br />TYP. @ <br />+ <br />Oo <br />TWO <br />I <br />STORY <br />4'-1" 3'"8Y8" 3Y2" MIN. 3000psi CONC. I <br />SLAB FOR HERNANDO <br />ci COUNTY ONLY. 3Y2" MIN. <br />2500psi CONC. SLAB ( ■ <br />■ OVER 6 MIL VISQUEEN <br />II VAPOR BARRIER <br />co <br />00IG TYP ? ?I <br />U U <br />S3 <br />I <br />■ I L _ C.J. — — <br />III I <br />o0 <br />o <br />v <br />I I I " I <br />cli <br />I <br />N <br />IIi <br />LO <br />� <br />■ III <br />� <br />LJ 9 . <br />q <br />I <br />i 7 -3 <br />I <br />N I <br />PLUMBING <br />STACK <br />I GG <br />= <br />S3 o C.J. <br />r�n <br />— — — — <br />13-1" io 3,_0„ <br />STUB UP <br />TO 2ND <br />I 2'-6" x 2'-6" x <br />FLOOR <br />I I ) 1'-0" w/ (3) <br />FOR A/C <br />—J— — — — — — — — #5's E.W. <br />I I I I I I I I I I 1 1 1 1 1 1 <br />O <br />~ <br />� <br />o <br />U,S3 <br />S3 <br />iv <br />Co <br />w z <br />0 <br />9" ■ ■w <br />■1 <br /><� <br />'■ <br />LU 123 <br />N>O T -11'- <br />�II <br />z PROVIDE 1/2" X 9 <br />a 1/2" RECESS FOR ■ <br />FRONT DOOR 4" <br />OV <br />op <br />�M <br />} I a_T <br />11 <br />' <br />OU TOP OF CONC./ Jo0 <br />Cn <br />I PAVER TO BE 4" <br />> w BELOW FIN. FLR. ■ M <br />■ <br />I I <br />0 4' 4 1-4" <br />Z_6" x 2'-6" x <br />cy <br />1'-0" w/ (3) <br />TYP. @ <br />-v L <br />#5's E.W. <br />o SINGLE <br />r STORY <br />■ I I ■ TYP. @ <br />a ENTRY <br />A <br />° <br />S3 <br />I I <br />o <br />i I J i o <br />g <br />I (2) #5 VERTS w/in S3 (2) #5 VERTS w/in <br />o <br />— — — FILLED CELL — FILLED CELL <br />--- — -j <br />Ilk yx <br />Nq <br />Ilk <br />V-8" <br />1 16-0" <br />V-8" <br />19'-4" <br />V-8" <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 />MONOLITHIC FOUNDATION - ELEV-B <br />SCALE: Y4"=1'-0" <br />C" <br />N <br />a <br />N <br />I� <br />o <br />C3 <br />c <br />� <br />Q <br />o <br />r <br />U fz r4 <br />N <br />=0 0 <br />y C tV <br />d N <br />d <br />is d N <br />.> cy <br />` � c cm <br />n-ss <br />y <br />o <br />L <br />M <br />N <br />0 <br />0 <br />aRx• <br />y o <br />Y <br />�. J h <br />i E OF <br />ivy • <br />To the best of the Engineers 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 of the drawing pages bearing <br />Engineer's signature and seal. <br />.. W <br />Q <br />8 o M N <br />< <br />� Cyy J <br />aD N # LL LL <br />y� <br />VI <br />C�^ rV LL W <br />dJ <br />d' Q <br />W <br />ID M 'T LLl a a <br />J , , tL C7 <br />z <br />0 <br />L <br />Q C O <br />«m <br />H <br />W <br />�'T Z <br />=U <br />. <br /><ZU0 <br />CI) (LLZN 1=- <br />OU ❑❑❑ <br />W <br />U (ten <br />z N M <br />a <br />N <br />N <br />z <br />U <br />A <br />.2 <br />LL <br />N <br />� z <br />m <br />V <br />O <br />w o <br />c y <br />U <br />LU <br />° <br />U o' <br />C U) a°ii <br />Q <br />N 0 <br />o <br />coz <br />J <br />¢ <br />a <br />U_o <br />E <br />z <br />�g <br />> N <br /><� <br />E_ <br />p <br />0 <br />U <br />U <br />a a <br />U0 <br />� U <br />0 <br />0 <br />Co ra <br />H <br />o <br />wo <br />�Z <br />ww <br />= <br />� <br />C <br /><o <br />.Q <br />U <br />w� <br />Uz <br />Z <br />z <br />m' (3)om <br />a� <br /><w <br />� Z <br />8 3 <br />S� <br />O <br />W <br />T3 <br />wLL <br />a� <br />�w <br />M � <br />m <br />�0 <br />w <br />=0 <br />C7 � <br />J <br />o <br />c•, <br />v <br /><Q <br />5 <br />�o <br />Elm <br />o <br />rn <br />m <br />N <br />L <br />C.0 <br />(o L) <br />N <br />N <br />o <br />Ln <br />.-. <br />Q <br />Cr <br />0 <br />N <br />�1ch <br />LL <br />o <br />m <br />N <br />F— <br />+� <br />o <br />LO <br />�i <br />O <br />LL <br />c) <br />O <br />0 <br />m o <br />N <br />Lo <br />N <br />Q <br />M O <br />T <br />E <br />C0 <br />M <br />o <br />z <br />Z <br />' <br />E NCn <br />•' <br />m <br />a <br />E <br />U <br />Q p <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />