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CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />v , <br />#5 X 25" X 25" CORNER <br />v • i., <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />e e n4)1 • ° chi. e <br />U.N.O. <br />. 4 <br />"Alternate: <br />The reinf. bars shall be <br />T <br />- ° - - ° - <br />Cont. around corner by cold <br />v v. °. v v v. v v �. °. v �. °. v ♦ <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 />U-j Zz <br />w J <br />CONTROL JOINT DETAIL <br />}z <br />OO <br />U) Q <br />z <br />O <br />LL <br />O_p <br />(n <br />Q <br />LU p <br />J z <br />C7 � <br />z <br />&) 11 <br />O <br />19,_n,, <br />T-5" <br />5'-2" 3-5" <br />11'-8" <br />1'4" <br />2'-6" x 2'-6" x <br />AC PAD <br />V-0" w/ (3) <br />L TYP. @ <br />#5's E.W. <br />S3 PORCH <br />�w/3000 <br />INDICATES FILLED CELL <br />w <br />PISI CONIC. GROUT <br />I <br />v <br />a. <br />p f <br />80 <br />o <br />FROM FTR. TO BEAM w/ (1) #5 <br />_j <br />I <br />F_ <br />I <br />I I <br />REBAR ERT. ABOVE SLAB. <br />I <br />■ <br />I <br />I <br />o <br />4" <br />TYPICAL @ ALL PLACES I <br />6'-10" <br />5'-10" <br />00 <br />00 <br />HOOKED FTG <br />I <br />Ca <br />ISHOWN. <br />DOWEL w/ 17" EMBEDMENT <br />w/ 25" E T. ABOVE SLAB. <br />I <br />o <br />I <br />GRADE 40STEEL <br />I <br />I <br />I <br />C.J. <br />I <br />HVAC CHASE <br />BASED ON---- — — — <br />------I <br />■ <br />LOCATION <br />M <br />PROVIDE 1 1/2" <br />RECESS FOR SGD I <br />_ <br />I <br />S3 <br />I <br />REFER TO MASONSI <br />0 <br />■ <br />I <br />I <br />F_SCOPE <br />FOR WIDTH.I <br />Cl) <br />ZD <br />I I <br />III <br />I <br />I <br />■ <br />- I� <br />o <br />I O <br />�� <br />I <br />■ <br />I <br />_ _ _. <br />C.J. <br />I <br />II <br />I <br />s6 <br />I <br />TYP. @ <br />+ <br />I <br />0o <br />TWO <br />I <br />I <br />°' <br />10 <br />STORY <br />4' 1" <br />13'-8Y8" <br />3Y2" MIN. 3000psi CONC. <br />EO <br />SLAB FOR HERNANDO <br />Lj <br />COUNTY ONLY. 3Y2' MIN. <br />II <br />2500psi CONC. SLAB <br />I <br />■ <br />■ <br />OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER <br />I <br />W <br />I <br />GG Np <br />U <br />ciI <br />S3 <br />I <br />■ <br />I L _ <br />c.J. — <br />— <br />I I <br />I0 <br />00 <br />CV <br />III I <br />I <br />I I <br />10 <br />■ <br />III I <br />I <br />I <br />I <br />- <br />C] <br />�J r <br />■ <br />o <br />I I T-3" <br />a <br />01 <br />■ <br />I I <br />PLUMBING <br />STACK <br />I I — — <br />I <br />— — — —J <br />GG <br />I <br />I <br />S3 o <br />C.J. <br />v <br />10 <br />_ <br />13-1" CD <br />T-0" <br />STUB UP <br />TO 2ND <br />FLOOR <br />I <br />I <br />J <br />2'-6" x 2'-6" x <br />V-0" w/ (3) I <br />FOR A/C <br />--- <br />---_ -- <br />#5's E.W. I <br />�r��rr�rr���rrr r <br />o <br />� <br />O <br />-31/2'�SI <br />o <br />S3 <br />S3 <br />N <br />L11 <br />O w <br />I <br />I <br />17 9„ <br />I I <br />■ ■ <br />LLQD <br />J <br />w00� <br />zw <br />512"3" <br />> J m <br />I O Q <br />PROVIDE 1/2" X■N <br />¢n <br />1/2" RECESS F <br />00 <br />Q FRONT DOOR_ -4" I <br />°2 <br />a9 <br />u v <br />I <br />OJ 00 <br />Ch <br />I W w <br />I <br />TOP OF CONC./ <br />4" <br />PAVER TO BE <br />I > w I M — <br />■ <br />I <br />-� <br />BELOW FIN. FLR. <br />I ■IN <br />I <br />C.J. 0 <br />4'-4" <br />1'-4" <br />2'-6" x 2'-6" <br />x <br />I <br />I 80 <br />1'-0" w/ (3) <br />TYP. @ <br />- L <br />#5's E.W. <br />o SINGLE <br />I <br />I <br />I s3 <br />STORY <br />■ <br />I <br />I ■ TYP. @ <br />I <br />o <br />I ENTRY <br />A <br />I <br />I <br />o <br />I <br />I <br />J <br />i o <br />g <br />I-- <br />(2) #5 VERTS w/in <br />S3 (2) #5 VERTS w/in <br />FILLED CELL <br />FILLED CELL <br />4 <br />— — — — <br />— — <br />1'-8" <br />16'-0" <br />1'-8" <br />19'-4" <br />5'-8" <br />}z <br />OO <br />U) Q <br />z <br />OD <br />O <br />Op <br />wo <br />J z <br />C7 � <br />z <br />FLL <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 />SCALE: v4"=1'-0" <br />C` O <br />O <br />y <br />r- <br />LU <br />Y <br />� <br />J y <br />L <br />f, <br />f� <br />O O <br />J p LL1.1 <br />sSi0t4 <br />/r�ftEltfif(��itCt<< <br />� <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 <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />0 <br />r <br />�n <br />'TE0 00 <br />V <br />Q <br />N M Co LL <br />]�� i k LL W <br />y <br />- Q <br />U) r r-� ur a <br />LL <br />M 2sZ 1 <br />rSY� <br />C U <br />U_ U_ 5 mLL a <br />W > <br />Z <br />J <br />2 V 0 <br />W <br />@ <br />o� o13 W <br />CU m m O <br />W <br />W <br />: n <br />o2m d <br />N � <br />ILZ <br />o J a <br />z _j <br />ix LJ) <br />v <br />N 0 (.3 <br />Q J O <br />U <br />W <br />W <br />❑❑❑ <br />V M � <br />Z N n <br />00 <br />�a <br />QE3 <br />U) <br />rN <br />N <br />z <br />o <br />W <br />° <br />U <br />0�/� <br />v !! <br />w o <br />C N <br />S <br />U <br />w <br />r E <br />z <br />C O N <br />Q <br />f! <br />• <br />s�o <br />r_ <br />Mo <br />z <br />Z <br />M <br />J <br />h <br />o <br />Z <br />¢ <br />� <br />U_ <br />O C <br />f <br />ao <br />o O <br />E V <br />o1 <br />¢Z <br />20 <br />z® <br />oL <br />Z <br />I— <br />O <br />oN <br />10 <br />z a <br />o <br />U <br />or <br />az <br />wg <br />`z <br />�w <br />mo <br />Vi C <br />¢ <br />o� <br />O <br />a <br />zt <br />Z <br />Z <br />co � <br />J <br />m <br />¢ w <br />f z <br />rn <br />aZ <br />� <br />< <br />o� <br />w <br />0 <br />g° <br />az <br />W <br />oLL <br />O <br />¢¢(7 <br />3 <br />xO <br />O <br />cfl <br />oa <br />a? <br />o- <br />N Q <br />J <br />>M <br />o <br />t <br />rn <br />,o <br />O <br />L <br />M <br />r <br />=) T <br />1011�1 <br />o <br />U) <br />m <br />i-J <br />0 <br />O <br />N <br />N <br />Q <br />N <br />T <br />ai <br />E <br />Z-1 <br />N <br />N <br />d <br />Z <br />z <br />E r <br />E <br />N <br />w <br />m <br />a <br />U _j <br />Q <br />J <br />JOB <br />NO: <br />22-02365 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />