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-#5 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 />wIZ <br />W <br />CIO CL <br />CONTROL JOINT DETAIL <br />ol 3'-5" <br />5'-2" 3'-5" <br />11'-8" <br />1'-4" <br />lie <br />2'-6" x 2'-6" x <br />AC PAD <br />1'-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />S3 PORCH <br />F <br />INDICAT S FILLED CELL <br />I <br />O <br />w q <br />w/3000 T1 CONC. GROUT <br />I <br />O =- <br />CO <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />� <br />I <br />REBAR VERT. ABOVE SLAB. <br />■ <br />I <br />I <br />o <br />4" <br />TYPICAL @ ALL PLACES I <br />6'-10" <br />5' 10" <br />co <br />00 <br />II <br />SHOWN. HOOKED FTG <br />I <br />Eo <br />DOWELE w/ 17" EMBEDMENT <br />w/ 25" EXT. ABOVE SLAB. <br />I <br />o <br />J—GRADE <br />0 STEEL <br />I <br />I C.J. <br />_ _ <br />HVAC CHASE <br />f <br />I <br />BASED ON 3'-1" <br />�— — <br />— — — — — <br />------ <br />■ <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD <br />■ i I I <br />I <br />I S3 <br />REFER TO MASONSI <br />^ <br />SCOPE FOR WIDTH.I <br />I <br />I I <br />� <br />I <br />� <br />9 <br />F-j <br />I <br />■ <br />EO <br />o <br />III � <br />I <br />LEJI <br />i <br />■ <br />�� _� <br />C.J. <br />TYP. @ <br />0? <br />TWO <br />STORY <br />4' 1" <br />I T-8%" <br />3Y2 MIN. 3000psi CONC.— <br />SLAB FOR HERNANDO <br />I <br />U <br />COUNTY ONLY, 3%2' MIN. <br />I l <br />Ill <br />—1 <br />i SLAB <br />I <br />■ <br />■ <br />OVER <br />OVER 6 MIL IL VI VISQUEEN <br />I <br />VAPOR BARRIER <br />v <br />I <br />GG TYP <br />7I <br />S3 <br />■ I <br />— <br />C.J. <br />— — <br />— <br />I <br />I <br />III <br />o <br />i <br />co <br />o <br />I <br />I <br />N <br />III <br />I I <br />"' <br />■ III <br />I <br />I <br />I - <br />I 9 <br />L_ � <br />I <br />■ <br />l 7'-3" <br />1-0 <br />v <br />� <br />I <br />N <br />I I <br />ELL <br />C? <br />PLUMBING <br />I I — — <br />— — — <br />STACK <br />I <br />GG <br />S3 o <br />C.J. <br />v <br />13'-1" — C° <br />— <br />— T-0" <br />— I <br />S TUB .. <br />TO 2ND <br />FLOOR <br />I <br />I <br />I <br />) <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />FOR A/C <br />— <br />— — — — — — <br />— <br />#5's E.W. <br />0 <br />I <br />_ <br />J <br />C <br />-3 1/2" <br />K <br />o <br />Iw- <br />S3 <br />S3 <br />it <br />w <br />O w <br />I <br />17 9" <br />19"" <br />No■ ■ <br />■ <br />w Q p <br />14- <br />J <br />> o m <br />J <br />O <br />-Q a <br />1/2" RECESS FOR <br />■ <br />UO U FRONT DOOR -4" I <br />o <br />w � <br />I <br />LO <br />M <br />}� <br />I <br />11 <br />I L <br />TOP OF CONC./ <br />LOUOI <br />PAVER TO BE 4" <br />> w <br />■ I <br />I <br />BELOW FIN. FLR. I <br />—"' — <br />■ <br />wk <br />C J o <br />4'-4T <br />2'-6" x 2'-6" <br />x <br />TYP. @ <br />�r <br />#5's E.W. <br />o SINGLE <br />I <br />I <br />I <br />r STORY <br />■ I <br />I <br />■ TYP. @ <br />I <br />O <br />ENTRY <br />A <br />I <br />I <br />o <br />i <br />( <br />J <br />i <br />o <br />B <br />i -- <br />(2) #5 VERTS w/in <br />S3 <br />(2) #5 VERTS w/in <br />FILLED CELL <br />FILLED CELL <br />— <br />— — — <br />-� <br />M <br />14 <br />■ ■J <br />Jim <br />■ <br />1'-8" <br />16'-0" <br />19'-4" <br />5'-8" <br />Oz <br />0 <br />U <br />w p <br />J z <br />C7 � <br />z <br />LL <br />0O <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-13 <br />SCALE: Y4"=1'-0" <br />N <br />N <br />N <br />c W <br />i� C3 <br />a �o <br />CIO C-4 <br />N cc O s. <br />N © <br />ZA <br />N -�+ <br />.r W <br />i0 d <br />f.i Oi <br />cs. <br />c E <br />� O <br />d y <br />0A <br />V <br />®, <br />C <br />c <br />� <br />(..,1 . {D cU <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 />W11- <br />o f O N <br />U N 0 <br />?,=oul <br />0 <br /># LJL J <br />5� W� LL <br />r <br />J <br />d <br />&W a <br />+t?"t <br />C J d Y <br />@ LL LL S, Z <br />Z <br />S <br />N -C rn 0 SO <br />o ��o <br />W <br />W <br />4; <br />o co c5 n m ¢ <br />rn ¢ <br />N �KW <br />IL <br />o � o <br />Z <br />N m Z U L F <br />z <br />O U ❑�❑ <br />W <br />z N Cl <br />O Cl <br />O <br />z N <br />z o � <br />a <br />J — <br />n <br />to <br />M <br />z <br />� <br />U o <br />LL <br />4-, <br />r..r <br />° <br />U <br />O <br />N <br />w <br />��i— <br />U) <br />U <br />t— EUj <br />m <br />U o y <br />m <br />o <br />z <br />w <br />Cl> <br />Cl> <br />¢ <br />z <br />c6 Eo <br />Zo <br />Q <br />c ooa <br />F� M <br />— <br />o <br />E <br />�¢ <br />a0 <br />< <br />Sz <br />a <br />W <br />J <br />Vi <br />¢z <br />�4 <br />om <br />'0c <br />m J <br />15 <br />¢� <br />'aZ <br />�z <br />3 <br />op <br />go <br />W <br />c`gn <br />T 7 <br />w LL <br />a W <br />� <br />m <br />& <br />z <br />= F <br />J <br />o <br />J <br />=¢ <br />o <br />v <br />olQ <br />O0 3 <br />0 <br />TZ <br />> CM <br />J <br />O <br />N <br />rn <br />m <br />O <br />i0 LO <br />r <br />LO <br />Q <br />�1 <br />L.L <br />0 <br />(n 0 <br />m <br />N <br />_ <br />LO <br />C'7 <br />O <br />O <br />N <br />LO <br />N <br />Q <br />o) <br />'t -- <br />T— <br />T <br />eM <br />o <br />z <br />CIOz <br />7 <br />E rcocc <br />N <br />@ <br />d <br />E <br />U J <br />Q (] <br />J <br />JOB <br />NO: <br />23-06118 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />