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ABOVE SLAB. <br />TYPICAL @ ALL PLACES I ■ 6-10" I 5'-10" <br />II SHOWN. HOOKED FTG <br />DOWEL w/ 17" EMBEDMENT I I <br />w/ 25" E T. ABOVE SLAB. <br />—GRADE 40 STEEL <br />I I I I I I L— —--- ------ <br />_ C.J. _ <br />I I I <br />I I I HVAC BASEDONSE — ---- — —------� ■� <br />PROVIDE 1 1/2" I I <br />I I LOCATION MM RECESS FOR SGD <br />I <br />S3 REFER TO MASONS <br />OP <br />r ■ I I I SCOPE FOR WIDTH. <br />I I II &D I I■ J <br />I I I <br />j �.I)1, 131 <br />JJ i <br />1 <br />TYP. @TO <br />I <br />STORY I <br />I <br />I 4'-1" <br />13'-8ys" <br />I <br />I <br />I <br />I U <br />■ <br />I— <br />7 <br />I <br />7 I <br />GG TYP <br />I <br />I <br />L <br />S3 <br />7. <br />I <br />! I I <br />I <br />I <br />I <br />■ <br />III <br />I I I <br />I <br />I L� <br />= <br />I <br />I 7, 3„ <br />I <br />� <br />I <br />— <br />— <br />— — <br />CV <br />� <br />-r-rr-r <br />-- ----J <br />PLUMB! G <br />■ <br />STACK I <br />I <br />GG <br />S3 <br />13-1 <br />— <br />CD <br />STUB UP <br />TO 2ND <br />FLOOR <br />L <br />FOR A/C I <br />3Yi' MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Yz" MIN. <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />I <br />CU CUI <br />C.J. _ <br />I <br />I <br />I <br />C_J. _ — — <br />I 3'-0" <br />VIM11F.' <br />���•�•w , <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />I <br />I LO <br />I <br />■ <br />I <br />I o0 <br />I <br />I <br />00 <br />I <br />I _ <br />■ <br />I <br />icy <br />= I <br />' C <br />-3 1/2" K <br />& 7 <br />W 3:I <br />S3 <br />S3 <br />— — — -j <br />°WI <br />I <br />17 9" <br />■■ <br />■ ■_ <br />P <br />Q O <br />Up <br />I <br />w <br />> J an <br />z W <br />O Q <br />2 3 O <br />PROVIDE 1/2" X 9 I N <br />3'-11' <br />J <br />6„ <br />L <br />■n! Q d <br />1/2" RECESS FOR ■ <br />o -4 <br />w <br />0 Q <br />JU <br />FRONT DOOR <br />I <br />I <br />I <br />0- ;- <br />wTOP <br />OF CONC./ <br />I <br />Uj <br />I > w <br />PAVER TO BE 4" <br />■ I � <br />BELOW FIN. FLR. <br />I ■ <br />— <br />I <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 />0 <br />Z <br />00 <br />HCn 0 <br />0 <br />4 <br />1' 4" <br />2'-6" x 2'-6" x <br />0o <br />I <br />I <br />V-0" w/ (3) <br />� <br />o <br />I <br />E I <br />SINGLE <br />I <br />I <br />I <br />I <br />� L <br />#5's E.W. <br />I I <br />I <br />s3 <br />r <br />STORY I <br />I <br />■ I <br />I ■ <br />TYP. @ <br />I <br />w <br />I <br />ENTRY <br />I <br />O <br />I <br />o <br />I <br />I <br />I I <br />I <br />JJ I <br />I q <br />I <br />I (2) #5 VERTS w/in <br />S3 (2) #5 VERTS Win <br />= I <br />FILLED CELL <br />I <br />FILLED CELL I <br />4 I <br />I <br />L---------- <br />— <br />----I----------- <br />---------L- <br />1'-8" <br />16'-0" <br />19'-4" <br />V-8" <br />5'-8" <br />O <br />Wo <br />J Z <br />(7 :) <br />Z <br />O fn <br />STEMWALL FOUNDATION — ELEV—B <br />rt+" � <br />N <br />0 <br />rCV <br />a <br />00 <br />_ <br />a a <br />ar u <br />O <br />Q= <br />" . <br />0- <br />Q <br />C M <br />Z a <br />I'D cm <br />m <br />¢�� <br />Cu <br />d _ _= Q, <br />�E <br />In <br />d. U <br />Q <br />CM <br />N <br />0 <br />N <br />0 <br />-ST <br />CF [, <br />i <br />S <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 />F <br />Q <br />E N <br />O N N <br />OF0 # <br />v <br />w <br />=�� LL LL <br />IA <br />N <br />Cn r <br />�Ma W a a <br />\ <br />Iw <br />tC0 LJI.0 LL Y <br />J Z <br />Z <br />13 <br />_ern 0 0 <br />a <br />r`mo oo <br />E O <br />f0 r- cO m Q <br />W <br />in�OT JFz <br />7• <br />ILd <br />0 o W <br />N M Z U H <br />"$ Z <br />UV7 <br />OU ❑❑❑ <br />Z i`i M <br />z �g <br />z <br />d- N <br />N <br />Z �0 <br />)V <br />0 <br />YZ <br />w s <br />LIJIn = N <br />r <br />� <br />•.. <br />g Y.2 <br />H- <br />_ <br />Li <br />v, <br />Q <br />sr <br />~ <br />o <br />a <br />w <br />M <br />o3 <br />Z <br />a <br />E <br />�o <br />ao <br />a 0 <br />E <br />sF <br />z® <br />Fm- r0 <br />o <br />00 <br /><a°� <br />z <br />F <br />wo <br />wZ <br />VJ C <br /><o <br />� 4z <br />oNo <br />w� <br />.0 <br />z <br />Ott J <br /><w <br />8 > <br />° <br />ZZ U <br />Q 0 <br />W <br />> <br />� <br />m <br />�w <br />�' <br />a <br />oz <br />�- <br />3 <br />=r <br />o <br />wa <br />(D� <br />;o <br />v <br />zl< <br />a <br />0 <br />3 <br />4) <br />>M <br />J <br />Orn <br />B <br />cc <br />W <br />rA' <br />co L / <br />N <br />:3N <br />a <br />Q <br />Cr <br />0 <br />N <br />/1 <br />o <br />L.L <br />pp <br />N <br />0 <br />U') <br />_ <br />LLa--+ <br />L) ce) <br />O <br />M o <br />co <br />0) <br />Lo <br />N <br />Q <br />n <br />T <br />m <br />m <br />co <br />CD <br />vi ch <br />o <br />Z <br />E N <br />y <br />` <br />v <br />a <br />_j <br />¢ o <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />