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Cm <br />x <br />m <br />r <br />a <br />x <br />00 <br />N <br />O <br />J <br />M <br />00 <br />I <br />rn <br />x <br />m <br />N <br />v <br />00 <br />0 <br />J <br />'n <br />rM <br />LO <br />00 <br />I <br />L <br />it <br />c <br />m <br />v <br />2 <br />rn <br />rn <br />N <br />v <br />c <br />E <br />0 <br />S <br />C <br />C <br />C <br />J <br />2 <br />T7 <br />0 <br />0 <br />0 <br />J <br />ti <br />O <br />O <br />O <br />N <br />0 <br />0 <br />a <br />rn <br />N <br />M <br />bs <br />0 <br />0 <br />Y <br />O <br />mm <br />m <br />c <br />C <br />d <br />TYP <br />lj� A L 2'-6" x 2'-6" x 1'-0" <br />S3 H B S3 W/ (3) #5'S E.W. <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2' x 9" (2) #5'S <br />S' <br />- <br />= <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ 1 #5 REBAR VERT <br />O <br />RECESS FOR FRT. DOOR d <br />ran 31/2" SLOPE <br />TOP OF CONC.1 PAVER TO BE 4" � I <br />- <br />in <br />io <br />;n <br />STEPS AS <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />1 PLACES SHOWN HOOKED FTG. <br />I? BELOW FIN. FLR. 2'_0" 4'-0" 1 2'-0" 6-0" 4'-6" 2'-6" <br />PER FIELD <br />CONDITIONS <br />I �0'-0" <br />DOWELS 5" EMBED W/ 25" EXT. <br />I CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ CJ r — <br />N100 <br />r TYP <br />PROVIDE 1 Y2" RECESS I <br />FOR SGD. REFER TOBASED <br />HVAC CHASE I AHUrt <br />; <br />0o <br />o <br />L <br />S3 <br />( MASON'S SLOPE FORLOCATION <br />I WIDTH <br />ON (: <br />`r' <br />Ln <br />( <br />I <br />I <br />I I i � ' . ' . ' I (2) #5 REBAR <br />�3 1/2" <br />32'-84' <br />` _ 4' 85" VERTICALS w/ in <br />FILLED CELL <br />I <br />— — <br />37 z 21'-24" <br />5'4" 3'-8" I 7'-8" <br />2'-1"-31/2" I SLOPE <br />4'-0" <br />I G <br />; ; OPT. D 1 * <br />in <br />S3o? <br />I CJ I �— — — — — —I CJ CJ <br />_ . (............ I I L_ —_— _—_—_—_—_-_—_— — — —r <br />1 <br />17 <br />; rr _ y CJ I <br />C:T { 1} EDGE OF SLAB 2" <br />FD <br />o <br />' " CH I ASE TO <br />= I _J ; KITCHEN ISLAND —I I I I ISLAND <br />LOW WALLS <br />o0 <br />"" BEYOND WALL <br />{ J {I I J <br />S3 <br />12'-6'x2'-6"x1'-0" I - <br />I I D.W.I <br />I <br />,— <br />G SINK w/ DISP r <br />l I K <br />ih <br />I S3 I I 2'-6" <br />23'-11" 2'-10" 14'-14" <br />a t <br />a t 11$' <br />■. I .• �;' <br />I I <br />a I <br />I • : (2) #5 REBAR <br />VERTICALS w/ in <br />FILLED CELL <br />cal <br />I CJ CJ CJ <br />{ f <br />00 <br />- — — — <br />I I <br />l I <br />00 <br />............ ........................ <br />0.0 <br />..-...-...-..._..._..... :... .. <br />-____----...:.r;.._. <br />......... <br />.... <br />............. <br />eo <br />° I <br />13'-5q" T-2" J { <br />, <br />I I = <br />:::: <br />CJ CJ j CJ <br />CJ CJ <br />LO <br />co <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />SLAB OVER 6 MIL VISQUEEN _ <br />VAPOR BARRIER <br />PSI CONC. SLAB FOR I <br />(3000 <br />i 1 Fri <br />HERNANDO COUNTY ONLY) <br />L--------+---- ---- jla"----I-- <br />--------------F--------- --I0 ; <br />Im <br />. . . . . . . . . . . . . . . . « .. . . . . . . . . . N . . . . . . . . . <br />... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />H.B. <br />T-2" <br />5'-2" <br />M- el <br />6'-0" L 3'-0" L T-10" L 4'-0" L 3'-10" L 4'-8" 1. 4'-8" <br />7'-8" <br />-4" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />7 <br />„ <br />co <br />°- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />,; ; . _• �_ REINF. SEE FND. FOR <br />�." ' •r QUANTITY <br />• . #5 X 25" X 25" CORNER <br />' ' 7 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 />FOUNDATION PLAN MONO - ELEV-Bl_ <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />r, <br />M <br />f <br />1 tc`� <br />5�39a1��s3i1ldl�l;;p � <br />••C <br />•"\G� <br />�• <br />(� <br />AAA <br />Z <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 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 />'AAft <br />I03 <br />DW E r- <br />o 00 <br />'tN#O0 <br />Dt:N <br />00 <br />O JLLWWaJLL <br />a <br />nC wawwM <br />� Lc a Y <br />Z <br />0Om <br />-o rn °' � z 0 <br />2o 0, a <br />C r- 1p m rn M <br />z <br />ILU <br />ILW <br />2 E c' o 0 <br />Q O 5 <br />NQMz <br />F <br />Z <br />U ❑❑❑❑ <br />W <br />M � <br />N O <br />O <br />z <br />z o <br />Q� <br />J M <br />� N <br />M <br />O <br />V LL <br />.1.-J <br />.O <br />LU Y <br />f� Q <br />t/1 <br />c o <br />�U') <br />� <br />� 0 <br />c s `D <br />O 8 <br />}o <br />ai <br />c� ) . <br />rn rnM <br />lZ--.Z< <br />win <br />o <br />U- <br />Q E <br />w� <br />oo <br />>m <br />aR <br />o <br />V <br />Fz <br />a0 <br />Z® <br />oa <br />co <br />t— 0 <br />— <br />K� <br />as <br />00 <br />�° <br />°� <br />96 <br />O E <br />N <br />4% ` <br />o <br />¢o <br />�¢o <br />az <br />wz <br />�w <br />n` <br />Cn C <br />C <br />z <br />OY <br />2U <br />N <br />m, <br />O <br />OLL <br />z <br />J <br />m <br />Q W <br />U, <br />� <br />Q <br />< <br />°aa <br />z <br />Z° <br />U <br />Jz <br />mw <br />U <br />a0 <br />w <br />>I= <br />o <br />co <br />w <br />a <br />=N <br />0 <br />.N <br />L <br />> <br />.— <br />00 <br />� <br />N <br />ca <br />O <br />Q <br />C U <br />CJ) <br />(.0 <br />10 <br />V� <br />■�. <br />Z O <br />L0 <br />IN <br />M <br />r <br />ai00 <br />m <br />N <br />r. <br />M <br />o <br />Z <br />Z <br />3 <br />E Q <br />y r <br />0 r <br />m <br />c <br />a. <br />U -j <br />Q p <br />c <br />JOB <br />NO: <br />19-8535 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />