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SLAB FO <br />TOP OF CONC./ PAVER TO BE 4" <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />r- — — <br />6 I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />T-1$' 4'-8" <br />2-6'x2-6 x1-0 PROVIDE %2" x 9" <br />N <br />L N <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />`* <br />S3 v <br />60 <br />-3 1/2" <br />I 16-118 8 64. <br />-3112" <br />SLOPE EMill <br />in <br />I <br />L <br />rn <br />--I_ <br />N <br />1 <br />�-' <br />/ \t <br />■ <br />CJ I III III <br />11 D.W. IIIIII I <br />r <br />v <br />o <br />■ ��I I I L__ _jP I .: <br />I I I rr - ��Ia <br />PROVIDE 1 Y2" RECESS N i : ; <br />�W.H.i/ <br />K <br />CC <br />S3 I <br />I <br />CC <br />S3 I <br />Buz <br />I� <br />r <br />_ <br />o <br />STEPS AS <br />S3 <br />i <br />REQUIRED <br />I Io <br />I FOR SGD. REFER TO I II L_ JIII 3 <br />- <br />T-41" <br />2 <br />T-11" I <br />2 <br />x cWn <br />"0 <br />PER FIELD <br />II II <br />I MASON'S SLOPE FOR I I IM I <br />II III <br />`D in <br />CONDITIONS <br />4'-0" <br />I I <br />WIDTH 25'-6" II LL =JJ <br />20'-6' <br />T-O" <br />x v <br />- <br />I <br />EDGE OF SLAB 2" <br />BEYOND WALL ( <br />(2) #5 VERTICAL <br />BARS <br />N <br />KITCHEN ISLAND <br />G <br />BUILDER TO PROVIDELOW <br />WALLS <br />APPLIANCE PROTECTION S3 <br />II CHASE TO <br />WHEN REQUIRED PER FBC <br />■ I - <br />INDICATES FILLED CELL 3000 PSI <br />II - ISLAND_ <br />—�� <br />- - - - -I <br />o <br />_ <br />w/ <br />( 1-CJ <br />I I <br />-I-CJ <br />in <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />Il <br />T <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLABC� <br />TYP LSHOWNL PLACES <br />Sri <br />TYP @ 1 STORY <br />U.N.O. <br />DD FT DOWELS 5" EMBED <br />( HOOKED <br />WI25" EXT. ABOVE SLAB "GRADE 40 <br />F -- -----I-3 <br />L <br />SLOPE <br />I�"-'-- <br />1!2" <br />STEEL" <br />I �Pf 7 I OPT. D <br />■ , I 0'-0,& <br />I o J I <br />VERTICAL <br />I 7 <br />20'-1016" <br />L----� 11 <br />4'-7116" <br />I <br />I <br />BARS <br />O <br />........ ... ..... .. .... ... ..... <br />... <br />......... ... .. .... ..... .., ., . <br />Z-68" <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />2-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />5-23." <br />FOUNDATION PLAN MONO - <br />ELEV-Al <br />SCALE: %4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE 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 />w <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.:• <br />'�_ <br />REINF. SEE FND. FOR <br />,;: <br />•',',:' <br />QUANTITY <br />:r <br />#5X25"X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />- •. <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 />3. <br />__,0, <br />yy <br />r <br />x <br />-_-] <br />I. <br />i <br />v" •fe <br />e• � � eeeee <br />� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida <br />Building Code - <br />Residential 6th 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 />9) <br />Q <br />Co <br />p 10 <br />fJ N h <br />oo� <br />rn m J J <br />LL <br />co N r` N Do U- <br />O <br />H <br />= N a u- LL a a <br />LL <br />N <br />Q <br />Z-0U) <br />13 <br />v) <br />N�� w aim <br />��LL aaa� <br />`sz ° o <br />- <br />09 <br />am°m ,, <br />:L- N M n <br />W <br />ILmi <br />m°'O' -¢'oa2 <br />NQcco U05 <br />W <br />M <br />N O <br />O O <br />N <br />� o � <br />— <br />J M <br />� N <br />N <br />* <br />N <br />z:2 <br />(D o <br />( <br />1W <br />LL <br />T' <br />fC3 <br />(/j Y <br />w o <br />a <br />w <br />e�sa <br />U m <br />m <br />w E2 £ o <br />8 <br />d <br />U 0 <br />o <br />w <br />M <br />C% <br />Z z <br />Orr <br />z <br />Q <br />u <br />E <br />0 <br />a <br />pa <br />05 <br />XOV <br />oa <br />0O <br />o01 <br />o E <br />L <br />az <br />¢ <br />aZ <br />K J <br />• rB <br />❑ <br />z <br />U <br />m 0 <br />o <br />Z <br />3 <br />o <br />0¢ <br />a <br />V <br /><o <br />1 <br />'S <br />o <br />�'z <br />z <br />as <br />=� <br />�o <br />C7 <br />u <br />a <br />�M <br />0 <br />_ <br />` <br />> C'7 <br />J <br />a� <br />m <br />NO <br />CY) <br />Co <br />W <br />= <br />U <br />O N <br />�• _ <br />L <br />J N <br />I,() <br />TV <br />T <br />o4 <br />Ln <br />1T <br />T <br />CEO <br />T <br />c co <br />co <br />o <br />Z <br />z <br />3 <br />E O <br />�' <br />cc <br />E <br />JOB <br />NO: <br />20-0565 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />