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c <br />c <br />v <br />if <br />5'- <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />. 0 <br />T-1$" <br />H.B. <br />r---------+- <br />--- <br />-. ° -- ° --------�•; <br />— -- <br />BUILDER TO <br />�---- <br />------� <br />- <br />`D <br />(2) #5 REBAR <br />4'-0" 12'-1" <br />WH• <br />PROVIDE <br />VERTICALS w/ in <br />O <br />APPLIANCE <br />FILLED CELL <br />PROTECTION <br />PER FIBC <br />35'4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />iv <br />I SLAB FOR HERNANDO <br />;n <br />COUNTY ONLY S3 <br />I I <br />S3 <br />3-1/2" MIN 2500 PSI CONC ' <br />SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />_ <br />■ I I CJ :: :GJ : I : BEYOND WALL CJ <br />I <br />o <br />v <br />t-T- <br />5'-3" 1'-10" 3'-6" �N <br />.0 I: o <br />r <br />(2)#5REBAR <br />VERTICALS w/ in <br />■, I ............... <br />I I.............'r"''................. <br />4 <br />I — J PT. OPT. D <br />O 3 1/2 <br />c> <br />FILLED CELL <br />G <br />2 -6„ x2-6"X1'-0" FTG _ _ _ <br />W/ 3 #5 E.W. <br />SLOPE <br />-� <br />(2) #5 REBAR <br />o <br />- : I r. <br />^C8 <br />2'-6" x 2'-6" x 1'-0" <br />AHU I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />" K CC <br />' I S3 S3 <br />:/' <br />ici <br />FILLED CELL <br />I <br />o? <br />S3 <br />• <br />Ci <br />— —t . ... ... ... <br />�0v <br />` <br />...... ............. .... <br />_ <br />25'-1029'-5' <br />612s <br />'-4"00 <br />2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. <br />(2) #5 REBAR <br />M <br />INDICATES FILLED CELL w/ 3000 PSI i' PROVIDE %2" x 9" ur' <br />RECESS FOR FRT. POOR <br />CONC. GROUT FROM FT. TO BEAM �LHVAC <br />SLOPE I <br />-� <br />S3 <br />, <br />in <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB / CHASE TOP OF CONC./ PAVER T BE 4" <br />4'-0" I <br />4'-4" 4'-1 <br />FILLED CELL <br />I TYP ALL PLACES SHOWN �' <br />@ BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />■ <br />■ ■ ■ <br />I HOOKED FTG. DOWELS 5" EMBED / %' LOCATION I ........ . ... .::::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />...::::::.. <br />ISTEEL" /i' <br />-----,------� <br />4'-0" <br />/ 16'-10" <br />12'-10" <br />o <br />a <br />.... ' ' .... ' <br />I <br />`D <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />/ / <br />I <br />PROVIDE 1 %2 RECESS <br />I FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR " OPT. .. " ... " " " " " " " " <br />' LOW WALLS <br />icj- <br />CONDITIONS <br />WIDTH / ; <br />i / CJ r - CJ REF. CJ <br />CJ -* j ■ <br />■ • / <br />-----=---- -_---- _=__ :: <br />- <br />° I! <br />TYP 1 <br />— — <br />IF CHASE TO IS D <br />D.W. I <br />t I <br />lit <br />STORY U.N.O. <br />- <br />q iv <br />o <br />I <br />i0 <br />LO <br />I SINK / DISP <br />/ <br />o <br />o0, <br />.......... <br />................. ..... .......... <br />H.B. <br />T-0" <br />5'-4" _ 1'-98" - T-2$" <br />5' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />T-10" L 2'-1064" L 5'-1133„ <br />5' <br />-4" <br />FOUNDATION PLAN MONO - <br />ELEV-Al <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 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 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LLJ <br />W J <br />Cl- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />1;= <br />#5 CONTINUOUS <br />" <br />; ; :•' <br />'- <br />REINF. SEE FND. FOR <br />." <br />:; •:. <br />�•' <br />." <br />QUANTITY <br />�' <br />•r <br />#5 X 25" X 25" CORNER <br />�'�:''�'•:' <br />�: <br />:' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• <br />- <br />—Alternate: <br />' <br />The reinf. bars shall be <br />%•. •. <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. <br />CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />�4\�;,' <br />1 <br />•;• 't <br />�' <br />�,,� <br />Sri <br />rgrlltl!11i1`���� <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 2020 Florida Building <br />Code - <br />Residential 7th 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 />W <br />O o6 <br />ooNU-NmN <br />1�00E <br /># <br />oo <br />C <br />LL <br />IL <br />ei r 0 a <br />y-r;I N o <br />in N M •R <br />U- CLu <br />LL a - <br />L <br />Y <br />CJ <br />ccLL LLj <br />aW W <br />(0Jn <br />z <br />cm om <br />o13 <br />Odr�n <br />- <br />i 2%O C_ <br />W�� <br />R Q <br />-(5 <br />C,j <br />N E Cl) <br />Q <br />a <br />WL/)o <br />Q L U <br />C) � rw <br />'i W <br />❑❑❑ <br />Z N c,o <br />z <br />" <br />z � � <br />� <br />Q <br />J <br />n <br />N zCz(U 0 0 <br />LL <br />� <br />f6 w <br />Q A <br />t0 <br />U <br />OLn <br />w O <br />C6 '- <br />U � <br />c <br />E <br />8 <br />I <br />r <br />L <br />L <br />U o <br />Q � <br />O <br />w <br />M <br />M <br />z ¢ <br />o <br />Z <br />< <br />J <br />L.L <br />ce E <br />0 <br />zo <br />i <br />ZS <br />¢� <br />z® <br />❑a <br />(O (is <br />M <br />_ <br />X <br />UO <br />O U <br />O <br />O< <br />z <br />O <br />N <br />a <br />wo <br />wz <br />i <br />ao <br />mE <br />o <br />N C <br />1.2 <br />° <br />zz <br />z10 <br />J <br />a ° <br /><< <br />zi <br />a`i 3 <br />0 <br />zz <br />g S <br />nw <br />W <br />UOL <br />WLLa <br />ap <br />3 <br />az <br />w <br />z <br />O <br />CO <br />V <br />NT�� <br />a� <br />O <br />C C)i <br />i <br />O01 <br />{^J <br />f0 <br />W <br />C� <br />W <br />p <br />0 <br />11 <br />�1 <br />> <br />Y O <br />C)Q <br />m <br />n�1 O <br />E r <br />r <br />= N <br />T N ll\ <br />00 <br />LO <br />E <br />C)M <br />0 <br />m <br />N L6 <br />z <br />E O <br />a <br />o -a <br />0 Q o <br />JOB <br />NO: 21-5012 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />