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I..! 111 I 1 111 11 I. feu IF 11 1 - ! 1 '01 II___ II <br />C <br />c <br />v <br />55'-10" V-71 <br />3" <br />5'-7811 6'-4-3, 6'-0„ 610" 610" 61-0" 61 0" 51-28,1 7'-15" 11 11 <br />TYP @ 1 STORY 3'-0" <br />U.N.O. <br />A <br />S3 H.B. <br />-7" <br />BUILDER TO <br />2) #5 REBAR <br />4'-0" <br />12'-1" ; <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />I <br />O <br />I <br />I ; <br />PROTECTION <br />0 0„ <br />I <br />I <br />: ; <br />E QUIR <br />� <br />( <br />• • <br />• . <br />I .. <br />PERBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />� <br />iv <br />( SLAB FOR HERNANDO <br />COUNTY ONLY <br />S3 <br />3-1/2" MIN 2500 PSI CONIC <br />SLAB OVER 6 MIL VISQUEEN <br />2-7a <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />I <br />I <br />o <br />■ <br />I CJ <br />BEYOND WALL <br />CJ <br />1 <br />T <br />5'-3" 1'-101, S_6" <br />N� <br />7 <br />M <br />I <br />OIN <br />■ <br />. . . . . . . . �00 <br />L ... <br />..--...._ <br />(2) #5 REBAR <br />I <br />r• <br />0 <br />: <br />r* <br />VERTICALS w/ in <br />I — <br />I ' <br />PT. OPT. D 3 1/2"SLOPE <br />Ih <br />FILLED CELL <br />2 -6 x2 -6 X1-0 FTG G <br />: <br />—� <br />W/ (3) #5 E.W. S3 <br />_ _ <br />31 511 <br />71 111 <br />() <br />2 #5 REBARAin, <br />' <br />_ _ _ <br />2' 6" x 2' 6" x 1' 0" <br />I <br />I AHU <br />( <br />VERTICALS w <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. Aici <br />N <br />CCFILLED <br />S3Ci <br />CELL <br />oo <br />25'-101 g"9-51s'........ <br />----21�11x2'-6"X1'-0" <br />FTG <br />W/ (3) #5 E.W. <br />I -4" <br />I <br />L <br />7 <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. GROUT FROM FT. TO BEAM <br />i' <br />/ <br />/ / <br />PROVIDE %2" x 9" `r' <br />RECESS FOR FRT. OOR <br />SLOPE <br />I <br />S3 <br />_ <br />v <br />EO <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />/ %' <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 />%' <br />BASED ON <br />0'-0" <br />BELOW FIN. FLR.:::. <br />■ <br />1. <br />, ■ <br />■ ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I / i' I ..::::::.......................... ........... <br />LOCATION <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ i' <br />STEEL" <br />/i' <br />-----.------, <br />4'-0'10 <br />16-10" <br />12'-10" <br />o <br />" ' "" <br />10'-10a1' <br />`Q <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />PROVIDE 1 y" RECESS <br />I FOR SGD. REFER TO KITCHEN ISLAND <br />/ / <br />/ LOW WALLS <br />MASON'S SLOPE FOR OPT. " """"""""" ' • ' ' <br />icj: <br />CONDITIONS <br />WIDTH / i <br />CJ I-- <br />— <br />—) REF. <br />—1-�J <br />CJ I <br />I <br />■ <br />— — <br />■ <br />--_---- <br />-- —CCi <br />CHASE TO IS D <br />— I I <br />° <br />— — — — <br />TYP @1 <br />L <br />'`... <br />t <br />I <br />STORY U.N.O. <br />S3 <br />D.W. <br />I <br />I .. <br />If t <br />A N <br />m <br />I <br />%' L� <br />J— <br />III <br />S3 'n <br />'v <br />in <br />to <br />/ I <br />I / <br />=— — <br />SINK / DISP <br />— <br />I t <br />Cl) <br />I <br />I 3 1/2" <br />" <br />t <br />16'-0" <br />2'-94' <br />6-10" <br />�0'0 <br />■ <br />It <br />I <br />t <br />M <br />0 <br />---------- I---- <br />--- —+----------- <br />.---------I-- <br />- --- IL <br />-------J <br />■ <br />■ ■ ■ <br />■ <br />ILI <br />■ ■ <br />■ ■ <br />■ <br />■ <br />■ <br />HE <br />■ <br />■ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />V-9j" 1_ 3'-2R'- L 5'-0" <br />6'-0" L 3'-10" L 2'-104" L 5'-1 <br />FOUNDATION PLAN MONO — ELEV—Bl <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 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 z <br />w a- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />';""—#5 <br />CONTINUOUS <br />,�: ' <br />; :: • <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />• <br />#5 X 25" X 25" CORNER <br />'� ',; ' '� ',. ' '� '•; <br />; : <br />BAR ONE FOR EA. <br />' '• ' ' '• ' ' ' <br />• • <br />HORIZ. REBAR, TYP. <br />CIT • • <br />' <br />U.N.O. <br />•, • •, <br />**Alternate: <br />' <br />The reinf. bars shall be <br />cunt. 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`}};tI i9I }t;ltff <br />�� ' ,>L- <br />�'• <br />fit,` <br />n , Oki ,hw <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 />. 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