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W/ (3) #5a I <br />36-6$" <br />I <br />TYP @ 1CJ <br />STORY U.N.O. <br />■: 0'-0" <br />l <br />DD <br />.; ... . by <br />hhh <br />hhhhhh•.hhhh.h♦h.h♦ <br />. . <br />3-1/2" MIN 3000 PSI CONC. SLAB 1--U <br />TOP OF CONC./ PAVER TO BE 4" <br />3'-$" <br />4'-4" <br />■: I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />— — <br />7'-1s" I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />2 PROVIDE Y2" x 9" <br />1/2" <br />s 4'-8" MIL VISQUEEN VAPOR BARRIER <br />-6 x2-6' x1-0" <br />RECESS FOR FRT. DOOR <br />S3 <br />�-3 <br />I <br />I 16'-11$„ 8, 64„ <br />W/ (3) #5'S E.W. I <br />J <br />3 <br />-zo <br />1/2" SLOPE <br />iv <br />ILI <br />._ <br />♦■ <br />N <br />'A <br />■ <br />II D.W. III I <br />— <br />■ ' I <br />,W.H.// <br />K <br />CC <br />CC <br />I <br />- <br />STEPS AS <br />�' I (- ��Ia <br />PROVIDE 1 Y2' II �� hlo <br />S3 <br />S3 <br />S3 <br />_ (o <br />REQUIRED <br />RECESS I <br />I FOR SGD. REFER TO II L -_ JIII' <br />1 <br />1„ <br />i� <br />PER FIELD <br />3 <br />I MASON'S SLOPE FOR I U r �dlZ I•: <br />T-42' <br />7'-1� <br />x Uj <br />m <br />CONDITIONS <br />II NIA <br />WIDTH <br />C° _ <br />4'-0" <br />25'-6" II L� =J� <br />20'-6' <br />I I <br />EDGE OF SLAB 2" <br />I <br />(2) #5 <br />VERTICAL <br />X <br />N <br />�C= - - - <br />I <br />BEYOND WALL <br />BARS <br />i <br />•: I <br />KITCHEN ISLAND <br />K <br />J <br />M <br />LOW WALLS <br />S3 <br />BUILDER TO PROVIDE S3 <br />M:I <br />CHASE TO <br />ISLAND <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />o <br />- <br />INDICATES FILLED CELL 3000 PSI <br />- <br />`T <br />w/ <br />I t CJ <br />I ' <br />t CJ I <br />�o <br />;r, <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />; : I <br />50 <br />F- <br />_ <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />iv <br />TYP @ ALL PLACES SHOWN 7 <br />I <br />U <br />TYP @ 1 STORY <br />U.N.O. <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25' EXT. ABOVE SLAB 'GRADE 40 <br />I I } <br />- y y <br />3 1/2" <br />SLOPE <br />STEEL" <br />I &T. v� I OPT. D <br />I <br />r r I <br />■r o'-o"� <br />i L J I <br />I <br />I <br />„ <br />L- <br />4'-761"20'-1016 <br />I <br />(2) #5 <br />I <br />VERTICAL <br />/ <br />r <br />I <br />BARS <br />N <br />10 <br />r <br />r <br />r L------------I-- <br />--------� --- <br />----- I— ----� <br />O <br />■ .■. : :. <br />■ ■ <br />■vxK>pi■ <br />3' <br />2' <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />. o <br />He <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />I <br />H.B. <br />7-1 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=1'-0" <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 />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />—�44 v LU <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 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 />SCALE: 3/4" = V-0" <br />0 <br />�01 <br />a <br />•n~*�,�at�t4r.�,f <br />6i <br />l%f <br />.� <br />N <br />(r <br />FL <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />10 <br />W <br />a00 <br />a E <br />M 8 N it <br />N M J <br />0 <br />N O C (0 J LL <br />:9 a <br />� <br />R u' <br />ui <br />yet` L W _ <br />dj cN7 <br />J (L W LL LL z <br />Z <br />j- 9 01— <br />W0 <br />7 N (D OJ J <br />r-j; <br />ILm <br />ILW <br />¢¢a <br />(LZ <br />MZ WNO <br />Z <br />N <br />O U U -j <br />U C, <br />z N M <br />O O <br />z <br />o <br />J <br />U <br />N <br />M <br />z <br />U o <br />(1) <br />u- <br />W <br />U <br />J � <br />0 <br />w <br />N <br />c <br />�N <br />U c <br />E <br />U 'o <br />c `r' <br />¢ <br />• <br />_ 0 <br />v <br />�m <br />o <br />Mm <br />W <br />M <br />¢ <br />29 <br />z <br />Z¢ <br />Q. E <br />O <br />Z <br />w <br />y N <br />za <br />❑a <br />H 6 <br />XO <br />o< <br />O0 <br />01 <br />o M <br />N <br />L <br />az <br />.0 <br />G <br />�z <br />W , <br />C <br />U)CY <br />_ C <br />0 <br />tim <br />m <br />O <br />01 <br />ZF <br />J <br />¢z <br />z <br />(n <br />3 <br />a <br />OE <br />2 <br />� <br />z <br />g g <br />a <br />w W. <br />U <br />a0 <br />k <br />zId <br />G <br />�O <br />0 <br />= <br />` <br />J <br />L <br />� <br />rn <br />B <br />^, <br />W <br />CoO <br />� <br />r <br />c° <br />N <br />O <br />0 <br />V <br />CO <br />W <br />N <br />04 <br />Ln <br />= N <br />r <br />Lo <br />T 04 <br />0�0 (\ <br />Ln <br />T <br />T <br />N <br />T <br />r <br />� <br />N <br />"' <br />z° <br />M <br />z <br />E O <br />�; <br />CU <br />aci <br />0 <br />'a o <br />JOB <br />NO: <br />20-8086 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />T-----T— 11 <br />