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i <br />j <br />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 />if FOUNDATION PLAN <br />n¢ ca s o a <br />LLJ <br />W <br />ae r- <br />CONTROL JOINT DETAIL <br />c <br />C\ <br />CC <br />1?--n" <br />1 -q,-n„ <br />3'-5" 5'-2" 3'-5" <br />11'-8" <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 />I �INDICATES FILLED CELL I <br />w `? <br />I <br />1 w/3000 qS1 CONC. GROUT 1 <br />;t <br />CL <br />0 - <br />50 <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />I <br />_ j <br />REBAR VERT. ABOVE SLAB. ■ <br />�I 1 <br />0 <br />4" <br />TYPICAL@ ALL PLACES I <br />6-10" 5'-10" <br />o0 <br />00 <br />1 I SHOWN. HOOKED FTG <br />io <br />0 <br />I DOWEL w/ 17" EMBEDMENT <br />w/ 25" E T. ABOVE SLAB. <br />o <br />GRADE 40 STEEL <br />I I C.J. <br />_ — _ ■m00 <br />■ ■ <br />I <br />0o <br />HVAC CHASE <br />r <br />I BASED ON 3t1"--- — — — ----- ■ <br />LOCATION PROVIDE 1 1/2" <br />M <br />RECESS FOR SGD i <br />I I S3 REFER TO MASONSI <br />■ 1 M <br />r SCOPE FOR WIDTH.I <br />ih <br />� <br />I <br />o <br />111 I <br />■ <br />I <br />LE] <br />■ _ �� _� C.J. <br />S6 <br />1 a <br />TYP. @ <br />00 <br />TWO <br />STORY <br />4'-1" 1 3'-8Ys" 3Y2' MIN. 3000psi CONC. I <br />10 <br />SLAB FOR HERNANDO <br />Lj COUNTY ONLY. 3Y2" MIN. I I <br />2500psi CONC. SLAB <br />11 ■ <br />■ OVER 6 MIL VISQUEEN I <br />VAPOR BARRIER <br />I <br />GG TYP C5 �I <br />S3 I <br />— — <br />■ I L — C.J.00 <br />II <br />1 1 <br />CV <br />i I <br />rn <br />■ III i 1 I <br />0 <br />( L_ � r I ■ <br />I I 73„ <br />d <br />1 <br />NLID <br />PLUMBING <br />STACK <br />I GG <br />S3 o C.J. _ <br />"' <br />_ <br />13'-1 co 3'-0" <br />STUB UP <br />TO 2ND <br />FLOOR <br />I 2'-6" x 2'-6" x I <br />I J V-0" w/ (3) <br />FOR A/C <br />— _ — — — — #5's E.W. 1 <br />rrrirrirrrrrirr r <br />- <br />w t= <br />-3 1/2" K I - <br />S3 <br />I S3 r <br />9 <br />z <br />w <br />( I <br />I 17 9, 9., ■ <br />0 <br />z W 12" 3"_ <br />kc-1 <br />m <br />I O z PROVIDE 1/2" X 9 <br />■� I Q a 1/2" RECESS FOR ■ <br />eo <br />0 ¢ FRONT DOOR o -4v' <br />1; I a r I <br />LID <br />ih <br />I U_ U TOP OF CONC./ - <br />` <br />w I PAVER TO BE 4" <br />> w BELOW FIN. FLR.— <br />■ I � I ■ <br />d <br />zo <br />C.J. b 4'-4" 1'-4" <br />2'-6" x 2'-6" <br />x <br />— — I <br />1 0„ w/ (3) <br />TYP. @ <br />-v L <br />I <br />#5's E.W. <br />o SI NGLE <br />I I s3 <br />I <br />r STORY <br />■ 1 I ■ TYP. @ <br />I ENTRY <br />I <br />A <br />o <br />s3 <br />C <br />I I <br />o <br />I J i o <br />I <br />g <br />I (2) #5 VERTS Win S3 (2) #5 VERTS Win <br />FILLED CELL FILLED CELL <br />— — — — — — — — — — — — — — — — — --J <br />V-8" <br />16'-0" <br />19'-4" <br />5'-8" <br />0g <br />w p <br />J z <br />q ❑ <br />Z <br />E5LL <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 />lop <br />eV <br />C2 <br />trill <br />� <br />o <br />`a <br />aUo <br />N <br />lb- <br />W.x <br />Qom•. <br />40 <br />.CD <br />r` <br />i' <br />"Il <br />,f,��� <br />'q'OWtv <br />P •�,, N S E• ,•.• N <br />lb <br />v �J Cw <br />\ <br />F L O •.•' • k, <br />&a4Nrl��e�`� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W E <br />cM 8 <br />N O <br />0 —a)OD N _N OnD <br />(nrh <br />QNN V 25 4 LL <br />C J 2 LL <br />55 <br />J LL LL W <br />a <br />V® <br />(Lu <br />�pgA <br />L N 2j <br />or <br />w- o <br />r� <br />a <br />W °P m w <br />. <br />w 'o co Z J <br />ILW <br />en N <br />Z OU 0 o <br />❑❑ <br />00 <br />z29 <br />J <br />- N <br />r ^ M <br />^ (D C <br />1 <br />W lJ � <br />V" <br />(10 W N <br />ij— <br />�O W o <br />U <br />W <br />r- - E <br />— <br />® <br />c o <br />¢ N m <br />I� <br />o <br />Hz <br />o <br />P <br />Q <br />8 <br />DOLL <br />�� <br />4� <br />z® <br />❑a <br />No <br />�o <br />cue <br />E <br />XU <br />oQ <br />a� <br />�U <br />ow <br />'o a <br />O <br />N <br />:, L <br />¢z <br />wo <br />4 <br />wz <br />¢w <br />W `t <br />, <br />ry <br />C <br />O <br />z <br />m o <br />oz <br />Z <br />Z <br />_C <br />N N <br />J <br />N m <br />S <br />, W <br />z <br />to <br />N <br />Q. � <br />F <br />oo m <br />� <br />ga o <br />� W <br />W <br />J <br />o <br />-z <br />J< <br />(19 <br />�o <br />V <br />za <br />°3 <br />> (e <br />0 <br />�.} <br />V <br />ai <br />m <br />co <br />c9 <br />::30 <br />CL <br />0" � <br />� <br />0 <br />(n z Co <br />N <br />F— <br />Ln <br />N <br />0 <br />o N <br />d O <br />LO <br />N <br />Q co'_ <br />E <br />c M N <br />z <br />m <br />Z <br />y f <br />E 0 <br />m <br />CL <br />E <br />U .a Q pro <br />JOB <br />NO: 22-12356 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />