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-0" <br />V-6" 6_785" 6'4181 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6-4-" 7-_18' <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />[coil <br />TO <br />BUILDER <br />(2) #5 REBAR <br />4'-0" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL 1 <br />p <br />PROTECTION <br />0,-0„ I <br />WHEN REQUIRE <br />D <br />I <br />■ I <br />:: I : <br />PER FBC <br />• <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. boo <br />= <br />I SLAB FOR HERNANDO I M •T 1 I: K N <br />C <br />I COUNTY ONLY r S3 T <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2-7a" 4'-9" 4'-10" 11 <br />VAPOR BARRIER EDGE OF SLAB 2" <br />_ <br />■ • I I CJ :: I •GJ : I : BEYOND WALL CJ <br />I <br />o <br />` <br />to <br />rn <br />x <br />°0 <br />Noo <br />5-4- V-10" 3'_6" r <br />.0 CN <br />Cke <br />(2) #5 REBAR <br />VERTICALS w/ in <br />I A� <br />I J PT• OPT. D <br />1 I -31/2' I <br />r� <br />FILLED CELL <br />„ „ „ C, <br />2 -6 x2 -6 X1-0 FTG <br />SLOPE <br />' 1 <br />_ <br />W/ (3) #5 E.W. S3 3'-5" <br />7'-1" <br />(2) #5 REBAR <br />I :� I � <br />2'-6" x Z-6" x <br />I N I AHU I <br />I <br />VERTICALS w/ in 1 <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />CC <br />! I S3 S3 <br />FILLED CELL <br />I <br />o0 <br />S3 <br />.. <br />Tl� <br />—JCJICJ <br />— — — <br />....... . _ .'._'._'._'_'_'_'_ . <br />■ <br />9_ "'.'.'.'.'.'.'.'.' <br />25'-10�"——... <br />128 28 <br />■ <br />2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. <br />I 4" I <br />L <br />o <br />() #5 REBAR R <br />1 / I PROVIDE y2' x 9" <br />INDICATES FILLED CELL w/ 3000 PSI "' <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. OOR <br />� � <br />SLOPE 1 <br />S3 <br />io <br />' <br />`r <br />in <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB % HVAC CHASE TOP OF CONC./ PAVER T BE 4' <br />4'-0" I <br />4'-4" 4'-6' ' <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN % BASED ON 0'-0" BELOW FIN. FLR. <br />� <br />■ <br />■ <br />■ ■ ■ <br />' '.. <br />1 HOOKED FTG. DOWELS 5" EMBED I i i LOCATION I ................... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 :::::::::::: <br />1 ' <br />ISTEEL" ii� <br />-----,-----� <br />4'-0" <br />16'-10" <br />'12'-10" <br />o <br />10'-10�" <br />" ' ' rj I <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />PROVIDE 1 Y" RECESS I i i I .' . <br />I FOR SGD. REFER TO KITCHEN ISLAND ' ' <br />MASON'S SLOPE FOR LOW WALLS OPT. " " ' "' ' <br />CONDITIONS <br />WIDTH i <br />■ i� CJ F------------� CJ REF. ': -L-CJ CJ:. <br />CJ-- ■ <br />— — — j <br />I <br />° I I <br />TYP @ 1 <br />F CHASE TO ISLAND :: <br />t I <br />STORY U.N.O. <br />- <br />N <br />o <br />S3 <br />I i i� I I D.W. I <br />c <br />q <br />in <br />°0 <br />1 <br />L! J— <br />:: III -1 <br />S3 <br />in <br />`n <br />_ _ — — I :: l <br />I <br />I i SINK / DISP ; ; <br />; ' t t 1 <br />1 3 1/2" <br />t 1, <br />0 -0 <br />L — — <br />16'-0" 2'-94" 6'-10" I <br />■ <br />Cfl <br />2 <br />Ili 1 <br />.- <br />o <br />1 <br />— J <br />- <br />H.B� <br />3'-0" <br />64" 1,_985" 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />X-10" L 6'-0" <br />-10" 2'-10P'" � 5'-11 <br />FOUNDATION PLAN MONO — ELEV—Al <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 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 />-- T--� w <br />w <br />�'CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />J.O. <br />Iternate: <br />i reinf. bars shall be <br />t. around comer by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />N <br />co <br />�1111111i1/I <br />o <br />LE Wkp <br />ENS�•��,�% <br />. � o <br />C: No 8750 <br />r <br />F ' Luz <br />`V,No <br />�� �•,. O R <br />✓'�isS/ONAii%�``. <br />To the best of the Engineers 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. 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