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` <br />♦ e' <br />e <br />♦ ♦. e♦ <br />e <br />e ♦ <br />e• ♦ <br />•e ♦ <br />: <br />♦, <br />#5 CONTINUOUS <br />e% <br />eo ♦ , ♦ <br />'♦_ <br />REINF. SEE FND. FOR <br />_ ♦ e' <br />e <br />v,: e.. <br />�' <br />, <br />," <br />QUANTITY <br />' • <br />'r' <br />" ' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />�' �_° �' <br />' • ' ' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />r 'e <br />e ♦ <br />; , <br />°, e e <br />- e 1 e • •- e <br />- ° <br />"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />- e - ° - e • •- ° - ° <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 />CONTROL JOINT DETAIL <br />12'-0" 13'-0" <br />le <br />le <br />T-5" 5'-2" T-5" 1 V-8" Y-4" <br />AC PAD <br />HL TYP. @ <br />S3 PORCH <br />I INDICATES FILLED CELL —I wo <br />I w/3000 PISI CONC. GROUT I p <br />b FROM FTR. TO BEAM w/ (1) #5 _j O0 -i <br />is I I REBAR ERT. ABOVE SLAB. I ■ T UI <br />TYPICAL @ ALL PLACES ( 4" 6-10" 5'-10" <br />ISHOWN. HOOKED FTG <br />DOWELEE w/ 17" EMBEDMENT o <br />w/ 25" EXT. ABOVE SLAB. <br />GRADE 40 STEEL <br />i <br />_ I C.J. _ <br />I HVAC CHASE <br />BASED ON J' — — — — — — — — <br />v I 3'-1" — — — PROVIDE 1 1/2" I ■ — <br />LOCATION M RECESS FOR SGD I <br />S3 REFER TO MASONSI <br />■ I I I F, SCOPE FOR WIDTH.I <br />III � I I ■— <br />iml O <br />Il <br />LE] I I <br />• f C.J. - <br />J <br />s6 I <br />z TYP. @ + ( I <br />co TWO I` <br />LO STORY 4'-1" 13'-8Y$" <br />3Yz" MIN. 3000psi CONC.— <br />SLAB FOR HERNANDO <br />�j COUNTY ONLY. 3Y2" MIN. <br />2500psi CONC. SLAB I _ <br />■ I <br />II OVER 6 MIL VISQUEEN I ■ <br />VAPOR BARRIER I <br />I I <br />GG TYP �I <br />S3 <br />■ I L — C.J.— <br />II <br />I I I I <br />III I I <br />■ III I I o I <br />I L� I ■ <br />I <br />10 <br />PLUMBING <br />STACK I GG <br />S3 _ o C.J. <br />13'-1" CO 3'-0" I <br />STUB UP <br />TO 2ND I 2'-6" x 2'-6" x <br />FLOOR I I V-0" w/ (3) <br />FOR A/C <br />�I <br />H <br />C <br />�0 <br />O <br />co <br />w� <br />Z <br />I <br />S3 <br />OQ <br />�Ow <br />oD <br />Ow <br />�0� <br />WW <br />I <br />I <br />J <br />w <br />OZ <br />>_jm <br />■ <br />¢ <br />J <br />0U <br />OZ <br />M <br />z� <br />° <br />I <br />>w <br />fn <br />r <br />I■ <br />I <br />v <br />O <br />t\ <br />TYP. @ <br />o SINGLE <br />r STORY <br />/ A <br />S3 <br />�nnne aAlli 'O_ �•►11 <br />2-6" x 2'-6" x <br />V-0" w/ (3) <br />#5's E.W. <br />T <br />11 <br />00 <br />O <br />i0 <br />10 <br />co <br />v <br />Q <br />LO <br />0 <br />F_ <br />N <br />cO <br />17 9" <br />9 <br />■ <br />■ <br />■ ■ <br />o <br />2 3 <br />oZ <br />PROVIDE 1/2" X 9 <br />I <br />N <br />T-11" <br />1/2" RECESS FOR <br />■ <br />FRONT DOOR <br />-4" <br />o <br />w 9 a <br />I <br />�' <br />Z <br />0O <br />TOP OF CONC./ <br />_j Eo <br />¢ <br />PAVER TO BE 4" <br />co <br />w <br />C7 z <br />BELOW FIN. FLR. <br />I ■ <br />— — <br />r <br />Z O <br />(n <br />— C.J. <br />N <br />— — <br />4'-4" <br />1'-4" <br />2'-6" x 2'-6" x <br />I <br />1'-0" w/ (3) <br />L <br />#5's E.W. <br />I <br />I <br />S3 <br />■ <br />TYP. @ <br />w <br />a <br />I <br />ENTRY <br />o <br />I <br />I <br />� <br />(2) #5 VERTS w/in S3 (2) #5 VERTS w/in <br />—FILLED CELL — — FILLED CELL <br />v— — — J <br />c� <br />■ ■ ■ <br />V-8" <br />V-8" <br />5'-8" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "I'" 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—A <br />SCALE: Y4'=V-0" <br />'O <br />O <br />i_ C ,- <br />N'. <br />�3 ® <br />`C13 <br />r <br />'D <br />rf77 <br />s_ •�, .W1 � r� <br />` � c: <br />(0 O O <br />_< O U <br />s=. a <br />oW <br />>� <br />0 •( <br />6N <br />> v..G�C9 <br />N <br />\ <br />l • <br />^ <br />s <br />41 <br />r.�►,0\ <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 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 />Engineers signature and seal. <br />M <br />W ' E co � <br />Q im <br />O N Nr_j <br />- <br />v 4 d m 8 � <br />LMJ <br />0 n�W,*u_a <br />rn r` � L w <br />aj m v a Y�n <br />a <br />JLLLL 5 <br />_ o <br />zwarn O <br />0 <br />_ _ o ow I- cu N co <br />O J <br />W��6jOi ¢ ¢ k <br />a <br />un O <br />J <br />M 6 U y <br />ZN <br />W ❑❑❑ <br />M � <br />Z N o <br />V <br />O O <br />Z � N <br />zQ � a <br />n N <br />E3 <br />- N <br />V l M <br />U <br />° <br />�(10 -1 <br />r IJ c <br />� <br />V <br />Uft <br />O►I, o <br />U <br />® uJ <br />z� <br />.10c <br />_ � m <br />M <br />z <br />o <br />z <br />� <br />rj <br />CL E <br />za <br />° <br />>N <br /><� <br />RS <br />gO <br />C <br />X U <br />°a°6 <br />ap <br />U <br />Z <br />N <br />m L <br />¢o <br />¢ 0 <br />a? <br />W E <br />C <br />- <br />Z <br />pY <br />U <br />h <br />m p <br />Z <br />°13) <br />Z <br />� <br />� <br />Q W <br />E <br />0) <br />�2jz <br />¢ <br />°w <br />Z z <br />ao <br />N W <br />55 <br />� O <br />F <br />�z <br />F3 <br />Jo <br />� <br />wa <br />>_ <br />a <br />d' <br />za <br />co) -3 <br />�C:) <br />>M <br />J <br />rn <br />m <br />m <br />C9 <br />a) <br />L <br />(o N <br />r <br />N <br />� r <br />� <br />Y <br />T— <br />U <br />O <br />) U <br />1 <br />m <br />}+ <br />� <br />0O <br />Lo <br />Lo <br />T <br />iu <br />co <br />N <br />v; N <br />o <br />Z <br />z <br />:3T <br />E N <br />s <br />d <br />U J ¢ <br />J <br />JOB <br />NO : 22-02367 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />z <br />J <br />