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1l I <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 />. I — ::� . -, , <br />wgW <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />r, <br />•; . • " , •. <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />r ' <br />HORIZ. REBAR, TYP. <br />+ <br />- <br />U.N.O. <br />% <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" = 1'-0" <br />z <br />,00 <br />N ILL <br />M <br />9 <br />31 <br />W <br />11® <br />A PAD <br />■ <br />■ I <br />I <br />■ <br />I <br />■ <br />S6 <br />TYP. @ <br />2 STORY <br />U.N.O. <br />I <br />■ <br />■ <br />25'-0" <br />15'-0" <br />10'-011 <br />T-4" 1141 <br />2'-O" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />L <br />2'-O" x 2' _0" x V-0" <br />S3 <br />W/ (3) #5's E.W. <br />TYP. <br />S3 <br />----- <br />-- <br />�t <br />r <br />5'-211 6-2" <br />I <br />1 6'-10" <br />I <br />1'-8111 <br />TYP. @ <br />2 STORY <br />1, <br />2 -8 <br />I <br />S6 <br />Uj <br />\\ <br />U.N.O. <br />I <br />I <br />\\ ■ <br />■NJ <br />■ ■ <br />— — <br />— — — — — — — — — <br />— <br />— — <br />— — — — — — — <br />\\ <br />M <br />I <br />PROVIDE 1-1/2" RECESS <br />i <br />S3 <br />I <br />FOR SGD DOOR. REFER <br />\ �\ INDI <br />A <br />ES <br />FILLED CELL w/3000 PSI 1 <br />TO MASON'S SCOPE <br />\\ CON <br />D. <br />GROUT <br />FROM FTR. TO BEAM I <br />FOR WIDTH <br />HVAC CHASE \ w/ 1 A <br />5 <br />REBAR <br />VERT. ABOVE SLAB. <br />BASED ON TYPI <br />L @ <br />ALL PLACES SHOWN <br />LOCATION ��// \ \\ HOO <br />ED F <br />G. DOWELS 17" <br />\\ EMB <br />DME <br />T W/ 25" EXT. ABOVE SLAB <br />\\ "GRADE <br />40 <br />STEEL" <br />\ <br />T <br />\\ 64" <br />0 <br />2'-6" 4'-2" <br />F] \\ <br />I <br />— <br />-----1 I <br />°° <br />II \ <br />I <br />CO <br />\\ I ■ <br />II <br />l CP <br />- <br />`' <br />100 <br />\\ <br />\ <br />TYP. @ <br />CD <br />t- <br />�\ i <br />2 STORY <br />O <br />0'-0" EL \ I <br />U O. <br />O <br />- <br />FIN CONC. %AB <br />S6 <br />(D <br />I <br />3-1/2" MIN. 3000 PSI I I I 21_$% <br />CONC. SLAB FOR I I N PLUMBING \ �ALT� <br />HERNANDO COUNTY 1 1 N STACK — I I AC PAD I I <br />ONLY 3-1/2" MIN. 2500 U i� L — ■ q <br />PSI CONIC. SLAB OVER L — _ _ J <br />6 MIL VISQUEEN I STUB UP TO <br />VAPOR BARRIER C.J. I 2ND FLOOR <br />■ I — — — — I ■ FOR A/C o <br />00 <br />2'-6" x 2'-6" x I `* <br />o STUB UP TO <br />1'-0" W/ (3) ^ 2ND FLOOR M <br />I #5's E.W. I FOR A/C 1 <br />I <br />I <br />K c <br />to <br />I in <br />S3 r3 I 3 1 /2" M <br />z0 x <br />L----L-- <br />0 BUILDER O T-8'I <br />U- ao <br />■■ <br />PROVIDE <br />I APPLIANCE p z 1 <br />I TOP OF CONCJ PROTECTION Q a 1 <br />Cr.v — <br />> m <br />PROVIDE 1l2" x 91/2" <br />��11 <br />RECESS FOR FRT. DOOR <br />o <br />_I <br />1 " WHEN REQUIRED U -� <br />PAVER TOBE4 I OJ U I ■ <br />L TYP <br />N <br />PER FBC <br />I BELOW FIN. FLR. } <br />LL IJJ <br />> w <br />■ I <br />I <br />N 2'-6" x 2'-6" x 1'4' <br />r 2'-0" x 2'-0" x 1,41 W/ (3) #5's E.W. <br />W/ (3) #5's E.W. _ — — — C,J. — <br />TYP. @ <br />SINGLE co lot/ <br />(2) #5 VERTIr✓ALS <br />T STORY ■ I W/IN FILLED CELL 2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />S3 I S3 I <br />I � I <br />TB <br />o10 <br />2'-O" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />16'-8" 11_6" <br />5'41' 1'-10" 16'-0" <br />25'-011 <br />10 <br />Z <br />�O <br />N O <br />IX Z <br />O <br />N 0 <br />,O <br />LL <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 />FOUNDATION PLAN <br />SCALE: Y4"=1'-O" <br />eM•s <br />a� <br />CD <br />CD <br />> W <br />ca c o <br />¢ to V c+a <br />-� Cn N <br />y G W R <br />C L <br />CN <br />ca 0 0 . <br />Q .d a'v <br />d Y <br />do.=W <br />r_ <br />Gai O <br />v• <br />3 3 <br />W��, <br />N CS b <br />c � <br />L) <br />G* w <br />>r <br />.U. <br />M <br />O <br />C14 <br />co <br />CV <br />t <br />�# <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 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 />H <br />g <br />� <br />a <br />v <br />0 <br />c a <br />w C <br />lyi <br />M LL <br />Q <br />N J <br />C J LL W <br />0 <br />� ut0 W a <br />t m o <br />�i <br />W <br />,c O <br />] N rCN <br />- O <br />co cp' m <br />,1Z <br />' <br />N <br />U <br />W <br />❑❑ <br />z N <br />z <br />z <br />C, <br />VI <br />— N <br />M <br />0U_ <br />� <br />cn <br />w <br />U <br />O <br />w s <br />N <br />c w <br />w <br />� ofo <br />L U <br />= <br />Q W <br />N <br />o <br />M <br />Jz <br />w <br />Z <br />M <br />4 <br />w� <br />W <br />O <br />OLL <br />Z o <br />¢ N <br />Q <br />ca <br />'= <br />2® <br />wo <br />O <br /><. <br />�U <br />�a <br />Z <br />o <br />w 0 <br />Z <br />�w <br />o <br />�_Y <br /><Z <br />mo <br />oz <br />z <br />m J <br />m <br />aw <br />�Z <br />� <br />d <br />W <br />CAI <br />C) <br />o 5 <br />Qo <br />z <br />�w <br />X� <br />o <br />J <br />w� <br />�I0 <br />ao <br />v <br />zl< <br />0 3 <br />o <br />O <br />Ln <br />Q <br />m <br />i <br />T <br />co <br />N <br />�- <br />LO <br />N <br />Q <br />Cr� <br />g <br />m <br />N <br />o <br />LO <br />_ <br />r <br />Ln <br />ch <br />O <br />Ln <br />'� <br />o <br />Lf) <br />T <br />Q <br />T <br />�� <br />� <br />o <br />z <br />z <br />E N <br />N <br />m <br />E <br />U <br />ai <br />c <br />a <br />_ <br />Q 0 <br />3 <br />JOB <br />NO: <br />23-04652 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />