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C <br />C <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 />65'-0" <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />1'-6" 5-7$" 6'-4a1 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5-11 7-1s�� REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY T-0" W zg <br />U.N.O. —'-^•� . E- LU <br />A a <br />S3 H.B. <br />■ <br />■ ■ <br />■ <br />"-0 <br />BUILDER TO <br />(2) #5 REBAR <br />12'-1" : <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />O <br />APPLIANCE <br />FILLED CELL <br />PROTECTION <br />; ; I ; ; <br />WHEN REQUIRED <br />I <br />■ <br />I <br />I : <br />PER FBC <br />35-41, <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. : b <br />^.1 <br />I SLAB FOR HERNANDO 1 r 1 I: K N 1 <br />to <br />" <br />I COUNTY ONLY S3 r <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2-7 a' 4'-9" 4'-10" : ' <br />VAPOR BARRIER EDGE OF SLAB 2" <br />- <br />BEYOND WALLO?o <br />■ G 1cj <br />II <br />o) <br />—T <br />�? <br />5'-3" 1-10" 3'-6" r <br />M <br />O N 1 <br />1 <br />(2) #5 REBAR <br />VERTICALS w/ in <br />■ I ......... .... <br />I .......... �"o <br />1 <br />I J PT. OPT. D -31/2' I <br />I 1 ' <br />I <br />cn <br />FILLED CELL <br />2' 11 1 11 1 11 G : l �J <br />-6 x2 -6 X1-0 FTG _ _ <br />W/ (3) #5 E.W. S3 �S-5" <br />SLOPE <br />7'-111 <br />2'-6" x 2'-6" x 1'-01, <br />(2) #5 REBAR4in <br />AHU I <br />VERTICALS wW/ <br />(3) #5'S E.W. <br />TYP 1 STORY <br />A <br />`� CC <br />:: S3Ci <br />FILLED CELL@U.N.O. <br />OP <br />128 <br />2'-6"x2'-6"X1'-O"FTG <br />W/ (3) #5 E.W. <br />2 #5 REBAR <br />() <br />INDICATES FILLED CELL w/ 3000 PSI I i / / I PROVIDE Y2' x 9" 'r' <br />/ RECESS FOR FRT. POOR <br />CONC. GROUT FROM FT. TO BEAM / / <br />SLOPE��' <br />v <br />1 <br />VERTICALS w/ in <br />/ <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 TYP ALL PLACES SHOWN / �/ <br />@ BASED ON � 0'-0" BELOW FIN. fLR. <br />■ <br />........ ' ■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS5"EMBED I /i/ LOCATION I • .:::::::::::::::::::::::::::::::: ........... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" /i/ <br />-----.------1 <br />4'-0" <br />16'-10" <br />12'-10" <br />c <br />10'-10' <br />`t <br />STEPS AS <br />PROVIDE 1 �" RECESS / / 1 I <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND ::::::::::::::::::: <br />MASON'S SLOPE FOR / / LOW WALLS OPT. <br />CONDITIONS <br />WIDTH / / - - - - - -1Cj:I <br />i / CJ r - - - - - - CJ REF. -1- C.1 <br />CJ -� I ■ <br />■ / <br />— — — TT— — �1-1 �— — — — — — — — <br />— — — — <br />---- ----- <br />/ / _______ <br />—j�- - -j CHASE TO IS 9 D ' <br />° jI <br />TYP @1 <br />; : ; <br />{ ( <br />1 <br />STORY U.N.O. <br />iv <br />o <br />I <br />D.W. 10� 1 I;:`7::: <br />/ L� _ � J- - - I :: I <br />1} <br />III 1 <br />A <br />S3 'n <br />r <br />in <br />to <br />I / i SINK / DISP <br />`Y <br />-3 1 /2" <br />L <br />�} <br />/ <br />I i / 16'-0" 21-9t' 6'-10" I :: <br />i <br />{ 11 <br />:: I 01 -0 I ■ <br />O <br />— <br />/ <br />{ <br />iff <br />I <br />s <br />ICn <br />T <br />4 <br />1 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />'"w' <br />T-0" <br />6-4- V-9$" 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-106" I 5'-1 <br />FOUNDATION PLAN MONO — ELEV—Al <br />SCALE: %4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*"Alternate: <br />The reinf. bars shall be <br />cunt. around comer 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 />o <br />0 <br />0 <br />,t;d;;;@41 <br />Et111I11/ <br />Y-SIRo w,v <br />f ,se <br />•'� N 0 <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 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 />E co <br />0 <br />LL <br />$d LLLu <br />M y LL a Y <br />J LL LL a. WSc <br />Z <br />—f0c m <br />_ <br />W <br />Z <br />Z <br />Go a <br />N MZ dfn Q <br />p U cai y <br />W <br />ao❑ <br />z <br />z <br />J <br />d � <br />V) <br />N <br />z <br />•U <br />N <br />W W <br />—M <br />0 <br />W s <br />N <br />c � <br />U <br />W <br />UWJ2 <br />• <br />N <br />O <br />co <br />M <br />�� <br />W <br />Z <br />E <br />OV <br />�g <br />fag <br />?® <br />E <br />t--- 6 <br />zO <br />E <br />N <br />F- <br />d p <br />az <br />"¢ g <br />z <br />WZ <br />L <br />ro <br />Gp <br />�Z <br />W. <br />m0 <br />0 o <br />LL <br />Zcop= <br />C <br />0 w° <br />° <br />d <br />W <br />a <br />> <br />LL <br />�o <br />�W <br />o <br />2 <br />w� <br />F <br />m <br />0 <br />O <br />>I6 <br />1J� <br />O� <br />m <br />m <br />L <br />� <br />r <br />M <br />d- <br />.-. <br />• <br />,Jc <br />N <br />O <br />C to <br />N <br />CDN <br />Ln <br />T <br />T <br />00 T <br />T <br />' <br />M <br />o <br />Z <br />ZO <br />E <br />E <br />N <br />v :: <br />c <br />a <br />U <br />Q p <br />JOB <br />NO: <br />21-1075 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />