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5'-7$" <br />6-4$' <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />6'-0" <br />55'-10" <br />6'-0" <br />65'-0" <br />H. B. <br />T-O" <br />EW.9 <br />co <br />r----------+— <br />--- <br />-: ° -- ° ---------T: <br />— -- <br />BUILDER TO <br />�"— <br />._------, <br />;- <br />(2) #5 REBAR <br />4'-0" 12'_1" ; <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL I <br />O <br />I 0'-0" <br />:: <br />I :: <br />PROTECTION <br />WHEN REQUIRED <br />■: <br />I <br />:: <br />PER FBC <br />35 4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. `N <br />N <br />I SLAB FOR HERNANDO u? <br />I T t I: K cv <br />J <br />;n <br />I COUNTY ONLY '' S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN Z-734" 4'-9" 4'-10" : • <br />1 <br />VAPOR BARRIER EDGE OF SLAB 2" <br />■ I CJ BEYOND WALL CJ <br />- <br />— — — <br />�N <br />5-3" 1'-10" 3'-6" <br />M <br />I O I 0 1 <br />Mj� <br />— • OPT. D : <br />VERTICALS w/ in <br />in <br />FILLED CELL <br />I I -3 1 /2" <br />2' 6"x2'$"Xi'-0" FTG C' <br />SLOPE <br />W/ (3) #5 E.W. S3 ._ _._ _. �� _ 3'-5" <br />T-1" <br />(2) #5 REBAR <br />I :� I ' • F- <br />2'-6" x 2-6" x 1'-0" <br />AHU I <br />TICALS <br />W/ (3) #5'S E.W. <br />TYP 1 STORY <br />U. N.O. A <br />I K CC <br />: / / I S3 S3 <br />FILLED CELLjin <br />o0 <br />CJ25'-10 <br />'_'_' '_'.__ <br />_ <br />. <br />z.... <br />1 g'.'.'.'.'.'.':.' <br />°' <br />/ / 2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. <br />1 -4" I <br />L <br />o <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI 1 / I PROVIDE Yz° x 9" 10 <br />CONC. GROUT FROM FT. TO BEAM / /f�' RECESS FOR FRT. OOR <br />SLOPE <br />�� <br />S3 <br />C9 <br />LID <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB / % / — HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />4'-0" <br />4'-4" 4'-6" <br />FILLED CELL <br />I / / <br />TYP @ ALL PLACES SHOWN / / BASED ON 0'-0" <br />/ BELOW FIN. FLR.::: <br />' 'W <br />■ <br />■ ■ ■ <br />I HOOKED FTG. DOWELS 5" EMBED I / i I , • ..... <br />' LOCATION ' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / % / ::::::......... : ::::::.::::::: ::::: ; ::::: <br />:::::::: <br />1 <br />l._ <br />I STEEL" /i/ <br />----------� <br />4'-0" <br />16'-10, <br />12'-10" <br />o <br />;t <br />STEPS AS <br />; PROVIDE 1 Y2" RECESS <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / KITCHEN ISLAND : <br />MASON'S SLOPE FOR / / OPT. .: ..""""""""" <br />/ LOW WALLS <br />iCj: <br />10 1041„ <br />I <br />CONDITIONS <br />WIDTH / i <br />■: CJ I — — — — — — ------� CJ REF. <br />CJ--✓-�! ■ <br />_ _ /i/ <br />—I — SLR�D <br />ii <br />Oil <br />1 // F CHASE TO 1 <br />I .. .r.... <br />oo I o... <br />I DI ° ° <br />i I <br />1} t <br />STORY U.N.O. <br />- <br />A v <br />o <br />.v- <br />o <br />I .W. I I <br />bo <br />L�------ <br />LID <br />LO <br />� <br />SINK /DISP01 <br />L- — — <br />(/ i / 16'-0' 2, 94., 6'-10" :: <br />:: ■ <br />- <br />/ <br />/ • <br />I I <br />i <br />co <br />:;t <br />. . <br />L----0*' <br />--- -�---------------------I-- <br />--- -+- -------J <br />- <br />..............------�----- <br />■ ■ IN ■ ■ ■ ■ I IN ... * , * * <br />110 <br />IN <br />■ <br />H,B� <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />Z-109-11" 1 5'-11 <br />FOUNDATION PLAN MONO - ELEV-Al <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 114 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w <br />cn 0- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• <br />"� <br />.: ' <br />;;= <br />#5 CONTINUOUS <br />' <br />; :: �' <br />•_ <br />REINF. SEE FND. FOR ' <br />" <br />QUANTITY <br />' <br />#5 X 25" X 25" CORNER <br />' ' ' �•' ' ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />U.N.O. <br />., <br />**Alternate: <br />' <br />The reinf. bars shall be <br />;�; •'; f � ;r.: ;�; • ;{ <br />cont. around corner by cold <br />•; • •: <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />r _ <br />N <br />0 <br />Eq�, <br />=� <br />r' �• No PE7S750 <br />10. <br />'. 40 <br />40 <br />Or <br />• <br />' <br />=,• E OF <br />LU <br />fi' &j <br />gT <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />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 />Engineers signature and seal. <br />CD <br />W <br />a <br />tE <br />o r�i <br />r` <br />(0� <br />c—, <br />,a <br />N N � <br />J <br />0 <br />N <br />ik LL W <br />a <br />tq <br />cnNa <br />LL wa <br />Ly <br />JU_u_ <br />aL <br />O <br />Z_ <br />r � � <br />�S o <br />e <br />1EE <br />10 <br />_• <br />ILW <br />(0 cp <br />¢ a <br />a <br />O <br />N MZ <br />pV <br />4L <br />U_j U) <br />Z <br />W <br />z N M <br />o <br />z <br />z <br />J <br />U <br />� <br />N <br />z <br />ty <br />CD o <br />co <br />N <br />W tE <br />� <br />j <br />U <br />O <br />U1 <br />Ln <br />W a <br />c <br />rn <br />U <br />mirv„ <br />W J <br />♦— _ >_ <br />O <br />all <br />• <br />w® <br />offibL U o <br />c co d <br />¢ 0 <br />4m <br />co <br />� <br />ffi <br />co <br />co <br />Z Z <br />O S <br />Z <br />Z <br />6 <br />J <br />W <br />Q E <br />y� <br />wo <br />Y <br />>o <br />Z <br />Z® <br />O C <br />x� <br />x� <br />a� <br />UO <br />�U <br />OQ <br />z <br />G <br />fu <br />o <br /><= <br />wa <br />aZ <br />wZ <br />w <br />ip <br />¢ O <br />m <br />o <br />°z <br />zF <br />ZU(�) <br />Q <br />Q� <br />wo <br />�Z <br />Z <br />fn <br />Q <br />o< <br />OLL LL <br />go <br />T w <br />c'> <br />W g <br />a <br />= k <br />�- <br />C) <br />y� <br />wa <br />=3 <br />o0 <br />xo <br />J <br />O <br />co <br />� <br />o � <br />aF <br />o — <br />O <br />E2 <br />L6 <br />O <br />N <br />Co <br />W <br />CU <br />0 <br />i <br />� <br />o <br />M <br />o <br />m <br />� <br />o <br />.� <br />E - <br />r <br />M o <br />O <br />T— <br />�t <br />LO <br />M <br />o <br />Z <br />(0 <br />Z <br />E O <br />E <br />y <br />� <br />(p <br />C <br />d <br />U <br />d d <br />C <br />JOB <br />NO: <br />21-2026 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />li <br />