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3 <br />x <br />m <br />c <br />00 <br />c0 <br />O <br />Ln <br />Ln <br />0 <br />I <br />O <br />rn <br />x <br />00 <br />c0 <br />J <br />u'y <br />L0 <br />0 <br />I <br />N <br />/ <br />3 <br />a <br />0 <br />0 <br />CL <br />F2 <br />0 <br />N <br />E <br />O <br />S <br />`v <br />a> <br />t7 <br />0 <br />0 <br />0 <br />U <br />i <br />O <br />2. <br />U <br />a <br />z <br />y <br />0 <br />Y <br />O <br />U <br />J <br />LZ <br />N <br />N <br />0 <br />0 <br />a <br />N <br />0 <br />tN <br />CV <br />0- <br />CD <br />m <br />0 <br />C <br />C <br />d <br />55'-10" V-7- <br />3" <br />V-6„ 5_7$ 6'-4$" 6, 0„ 6, 0., 6, 0„ 6' 0„ 6, 0„ 5,_28., $ 1 ,. <br />TYP @ 1 STORY T-O" <br />U.N.O. <br />A <br />S3 H.B. <br />T-7" <br />° <br />° <br />T <br />BUILDER TO <br />— <br />2 #5 REBAR <br />( ) <br />4'-0" <br />• ' <br />12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL I <br />0 <br />�0-0 , <br />; ; <br />I ; : <br />PROTECTION <br />WHEN REQUIRED <br />■ <br />. <br />PER FBC <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />N <br />�i <br />o <br />iv <br />I SLAB FOR HERNANDO <br />10 <br />COUNTY ONLY <br />S3 <br />I <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />; <br />SLAB OVER 6 MIL VISQUEEN <br />2,_74,. <br />4'-9" <br />4'-10" <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />- <br />■ <br />I CJ <br />:: <br />C>J <br />I : <br />BEYOND WALL <br />I CJ <br />I <br />• <br />c>M <br />5'-3" T-6" <br />01c <br />r <br />0 ' <br />I <br />o <br />1Ta <br />(2) #5 REBAR <br />VERTICALS w/ in <br />—G <br />0 <br />ih <br />FILLED CELL <br />I I <br />_3 1/2" <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. S3 <br />-.— - _.- <br />T-5" <br />SLOPE <br />7'-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />AHU <br />I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />" <br />CC <br />S3 <br />FILLED CELL <br />I <br />"' <br />ici <br />CJ / <br />— — <br />/ <br />- - - - -- t- I - - - - .... .. .. .....'....'...'...'.'.... <br />' <br />�? <br />i <br />47 ,. <br />25'-1 <br />/I <br />/ / <br />/ / <br />81 , <br />9'-51z8 <br />.' <br />■ <br />■ <br />O <br />� <br />-6"X1'-O" FTG <br />5 -3 <br />/ / <br />W/ (3) #5 E.W.;- <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />///�' <br />PROVIDE %2" x 9" 10 <br />RECESS FOR FRT. POOR <br />SLOPE <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />i % / <br />HVAC CHASE <br />TOP OF CONC./ PAVER <br />T BE 4" <br />4'-0" <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP ALL PLACES SHOWN <br />°Q <br />/ i <br />/ <br />BASED ON <br />0'-0" <br />BELOW FIN. FLR.Av— <br />■ <br />■ <br />■ <br />■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I i i LOCATION • <br />.::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ i / <br />: : <br />: : : : : : <br />::: • • • ::::: <br />• :::::: <br />•• <br />::::: <br />:::::::: <br />ISTEEL" <br />/ j/ <br />-----.-------� <br />4'-0" <br />16'-10" <br />"12'-10" <br />o <br />10'-101 <br />STEPS AS <br />PROVIDE 1 �" RECESS / / <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / <br />MASON'S SLOPE FOR / / <br />KITCHEN <br />LOW WALLS <br />ISLAND <br />OPT. :. <br />' •' ................ <br />"" ' <br />"• •'• <br />: <br />lc�: <br />" ' •' •.." . <br />4 <br />CONDITIONS <br />■ <br />WIDTH /i/ <br />C�--I <br />REF. <br />ICJ— <br />- <br />! <br />I <br />■ <br />— — — TT — ---_---- <br />—_---- <br />—~ — <br />— <br />— <br />— <br />— <br />— —CJ—II <br />— <br />— — — <br />/ / —tom _ <br />I D.W. I � � <br />�1= _ -- _ _ — <br />CHASE TO ISL D <br />.,�... <br />° I I <br />t <br />lit <br />I <br />TYP @ 1 <br />STORY U.N.O. <br />A iv <br />I <br />I <br />I :: <br />I <br />in <br />LO <br />I / / <br />_____ <br />SINK /DISP <br />( -3 1/2" <br />� <br />I / �' <br />I <br />t <br />(Dd <br />0'-0 „ <br />I <br />/ <br />.• <br />/ I <br />I <br />•: <br />I <br />Ill _ <br />I <br />o <br />r <br />o <br />I <br />o <br />d <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-10" 1. Z-10ff" I_ 5'-1 <br />FOUNDATION PLAN MONO - ELEV-B1 <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 <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 />LLJ <br />W <br />J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />,: ' <br />; ::•" <br />'\_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />-_• �;�' <br />BAR ONE FOR EA. <br />' ' ' <br />HORIZ. REBAR, TYP. <br />�' \ <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 />11�1o. <br />%'ate E ••� <br />.,•• <br />�aE ® <br />.•'� <br />��,�� '••..,.,,.•• ;fir <br />40 <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 <br />Florida Building Code - <br />Residential 6th Edition. 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