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°• ° <br />•° ° <br />�, <br />v °= <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />�' �_° <br />' • ' ° ' ° <br />- ° <br />' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />° v <br />° ° <br />11 - ° - ° • °- ° <br />- ° - <br />**Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />- ° - ° - ° • •- ° - ° - ° <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 />'-.. - r .. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />rl-%Ilk IPY ATIP%A1 r%I AAI <br />CONTROL JOINT DETAIL <br />MKIM <br />ikwou <br />3'-5" <br />5'-2" 3'-5" <br />11'-8" <br />1'-4" <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 />INDICATES FILLED CELL <br />I <br />a <br />w I <br />I <br />w/3000 PISI CONC. GROUT <br />I <br />aO <br />600 <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />j <br />I I <br />REBAR ERT. ABOVE SLAB. <br />1 ■ <br />UI <br />I <br />o <br />4" <br />TYPICAL@ ALL PLACES I <br />6'-10" <br />5'-10" <br />ib <br />00 <br />II <br />SHOWN. HOOKED FTG <br />I <br />cm <br />DOWELE w/ 17" EMBEDMENT <br />w/ 25" E> T. ABOVE SLAB, <br />GRADE 40 STEEL <br />I <br />C.J. <br />— _ — <br />■ ■ <br />■ <br />■ <br />1 <br />HVAC CHASE <br />-' <br />;t <br />I <br />I <br />BASED ON �---- — — — <br />3'-1" <br />---_'-- <br />1 <br />■ <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />1 <br />RECESS FOR SGD I <br />■ <br />I I <br />( <br />\ 1 <br />S3 <br />I oo <br />REFER TO MASONSI <br />0 <br />SCOPE FOR WIDTH.I <br />c� <br />� <br />I <br />o <br />111 <br />I <br />IN <br />( <br />lc�l J <br />rol O <br />O <br />L� <br />I <br />I <br />■ <br />I <br />_ _ <br />�� <br />C.J. <br />I IX. <br />ss <br />—1 <br />TYP. @ <br />! <br />0o <br />TWO <br />I <br />1 <br />STORY <br />4' 1" <br />13'-8 8" <br />3/2 MIN. 3000psi CONC. <br />1 <br />10 <br />SLAB FOR HERNANDO <br />COUNTY ONLY. V2" MIN. <br />I <br />11 <br />2500psi CONC. SLAB <br />I <br />■ <br />■ <br />OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER <br />1 <br />I <br />I <br />1 <br />GG TYP <br />S3 <br />■ <br />I <br />I <br />C.J. — — <br />— <br />II <br />o00 <br />I <br />I " <br />► <br />I <br />I <br />_ <br />N <br />III <br />1 I <br />I I <br />■ <br />III I <br />I <br />I <br />I 9 <br />L_ � <br />I <br />■ <br />1 7-3" <br />1-� - <br />N <br />I <br />PLUMBING <br />I I— — <br />— — — <br />STACK <br />I <br />GG <br />S3 -0 <br />C.J. <br />inn <br />_ <br />13'-1" `° <br />3,-0" <br />I <br />STUB UP <br />TO 2ND <br />I <br />R�6— <br />2'-6" x 2'-6" x 1 <br />FLOOR <br />I <br />J <br />1'-0" w/ (3) <br />FOR A/C <br />— — <br />— — _ — — <br />—F1111011rrrirriirri1 <br />#5's E.W. 1 <br />r <br />o <br />I <br />� _ <br />F— <br />J <br />AC <br />-3 1/2" K <br />1 — — — — <br />o <br />S3 <br />S3 <br />N <br />EO <br />w <br />0 w <br />I <br />I <br />17 9" <br />1 <br />I <br />9„ ■ <br />■ <br />w U0 D <br />z W <br />12„ 3> <br />t"O=, <br />3'-11" <br />m <br />1 0¢ <br />PROVIDE 1!2" X 9 I <br />■ <br />a~¢ a <br />1/2" RECESS FOR <br />■ <br />_ <br />d <br />00 <br />U Q FRONT DOOR -4"� I <br />�� <br />I <br />I �9 <br />M <br />ILLU <br />TOP OF CONC./ <br />10 <br />w <br />I PAVER TO BE 4" <br />w <br />BELOW FIN, FLR. <br />1 — <br />d <br />I <br />I <br />C.J. N <br />4'-4" <br />1'-4" <br />2'-6" x 2'-6" <br />x <br />v <br />— <br />— <br />— — <br />1'-0" w/ (3) <br />TYP. @ <br />;r L <br />#5's E.W. <br />o SINGLE <br />1 <br />1 <br />I S3 <br />r STORY <br />■ <br />( <br />I ■ TYP. @ <br />I <br />o <br />1 ENTRY <br />A <br />S3 <br />I <br />I <br />I <br />o <br />i <br />I <br />J <br />i o <br />g <br />1 <br />(2) #5 VERTS w/in <br />S3 <br />(2) #5 VERTS wlin <br />I <br />o <br />FILLED CELL <br />FILLED CELL <br />— — J <br />M <br />■ <br />NJ <br />111 ■ <br />V-8" <br />16-0" <br />V-8" <br />19'-4" <br />5'-8„ <br />}z <br />O <br />0 � <br />z <br />O::) <br />O <br />0 <br />NOTE: <br />• WHERE PROJECT I <br />PREVALENT AREA; <br />7TH EDITION (2020; <br />STRENGTH IN THE: <br />THEREFORE,ANY� <br />2500 P.S.I. SHALL B <br />STRENGTH <br />• SEE SHEET SN FOF <br />TREATED LUMBER <br />POISONING <br />SCALE: Y4=V-0" <br />O <br />W o <br />N <br />�U') <br />Ly N <br />w <br />U <br />1 — E <br />Ulu <br />U � <br />�v <br />Q OO <br />us <br />0 <br />o <br />c <br />o <br />w <br />Mma <br />co <br />J <br />o <br />z <br />lL <br />E <br />w� <br />zo <br /><I <br />C) <br />wo <br />z© <br />o a <br />w� <br />�_X <br />- Cl <br />E <br />o < <br />8 <br />1 OU <br />ow <br />z <br />L <br />o <br />ow <br />¢ <br />z <br />C/DC <br />o <br />U <br />Yoco <br />m O <br />z <br />z <br />J <br />¢ 8 <br />z <br /><n <br />N � <br />3 <br />o� <br />wo <br />z <br />50 <br />W <br />1k <br />�3 <br />d� <br />J= <br />IJ <br />o <br />CID <br />w <br />5 <br />Y0 <br />°3 <br />> C'7 <br />0 <br />rn <br />m <br />ca <br />(9 <br />L <br />O <br />M <br />N <br />M <br />N <br />N <br />� <br />Q <br />r <br />ai <br />m <br />iii <br />N <br />N <br />o <br />z <br />z <br />C <br />E <br />M <br />U' <br />M <br />ca <br />FLU <br />JOB <br />NO : <br />22-02376 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />