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c <br />c <br />d <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 />65--0" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" 1'-98" 3'-2$" 5'-0" 5'-0" 5'-10" T-10" 6'-0" 6'-0" 3'-10" 2-1064 5'-11�" 5'-0" 5' 4" REINF. SEE PLAN. FOUNDATION PLAN <br />3'-0" w Z <br />A rn <br />H.B. U PO@ 1 STORY S3 <br />co <br />� <br />I---------- <br />\ <br />\ <br />\I <br />16'-0" <br />3I <br />Z-9.,4 6' 10".3 <br />Cl)— <br />Cfll <br />0'-0" <br />■ <br />1/2" <br />\ :: <br />:: <br />1 I <br />II <br />I <br />I \ \ <br />SINKDISP <br />} 1 - <br />I <br />,�n <br />I <br />\ I — — <br />\\ rr <br />— l----- J <br />;: b <br />III OP <br />A <br />N <br />O <br />I \\\ D.W. <br />T <br />I} 1 <br />S3 <br />T <br />S3 <br />i <br />i —=J <br />\ I — <br />j <br />-- _---- _CHASE TO IS D <br />— <br />— — <br />— — <br />— — <br />II <br />I I <br />— <br />— — — <br />�' <br />TYP@1 <br />STORY U. N.O. <br />7 <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 �" RECESS \ \ CJ L — — <br />( FOR SGD. REFER TO \� \ <br />— — — — — — — J CJ OPT. <br />REF. <br />T CJ <br />::: <br />'.: '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.: <br />1 <br />CJ ; <br />: '.'.'. <br />::.' <br />CJ III <br />:: <br />I ■ <br />10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR \� <br />I <br />KITCHEN ISLAND ; <br />19 <br />CONDITIONS <br />WIDTH \I� \ <br />LOW WALLS ::: •: <br />I <br />:: <br />b <br />* <br />4'-0" <br />I \ \ <br />16'-10" <br />12'-10" <br />; <br />J <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />\ \ <br />\ \ <br />— — — — <br />—•— — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />\ ::::::::::::::::::...::::::::::::: <br />::::::::::: <br />:::::::TYP <br />■ <br />■ <br />■ <br />@ ALL PLACES SHOWN \ <br />OF CONC./ PAVER T BE 4" <br />Tin, <br />(2) #5 REBARHOOKED <br />FTG. DOWELS 5" EMBED <br />\ \ <br />0'-0"TOP <br />■ <br />4'-0" <br />4'-4" <br />4'-6"\\HVAC <br />VERTICALS wW/ <br />25" EXT. ABOVE SLAB "GRADE 40 <br />CHASE <br />\ \ <br />\BASED ONFILLED <br />BELOW FIN. FLR. <br />SLOPE <br />CELLSTEEL" <br />\ <br />PROVIDE Y2' x 9" <br />\ LOCATION <br />\ \ <br />RECESS FOR FRT. POOR <br />\ <br />_4 <br />o <br />\ \ <br />2'-6"x2'-6"X1'-0" FTG <br />LIDI <br />I <br />S3 <br />�V <br />25'-10�" \ \ <br />12a \ \ <br />9'-5 t <br />its <br />W/ 3 #5 E.W. <br />() <br />4' 4" <br />"' <br />- <br />\ \ . . . . . . . . . <br />- <br />CJ <br />CJ <br />\ \ <br />K <br />(2) #5 REBAR <br />r <br />00 <br />TYP @ 1 STORY S3T <br />I <br />CC <br />I7 <br />U.N.O. <br />S3 <br />S3 <br />/ <br />m <br />I -ri I AHU I <br />FILLED CELL <br />2'-6"x2'-6"X1'-O" FTG <br />N _ <br />_._ _.� <br />: <br />S-5" <br />7'-1" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE <br />7 <br />I <br />W/ (3) #5 E.W. G `._ �� -3 1/2" <br />I _ <br />I S3 I <br />M <br />OPT. D pT. <br />FILLED CELL <br />�T� <br />■ <br />......... <br />, J .............. <br />................ . <br />. 0 <br />____—_ <br />5'-3" V-10" T_6 I <br />O I <br />( <br />Ln <br />I T' <br />M <br />I <br />N <br />■ <br />— CJ <br />I I <br />; ; CJ <br />— CJ <br />o <br />3-1/2" MIN 3000 PSI CONC. <br />2'-74" <br />7'-10" 1'-I'I ' <br />EDGE OF SLAB 2" <br />I SLAB FOR HERNANDO <br />BEYOND WALL <br />I <br />COUNTY ONLY <br />( <br />I : ' K <br />J <br />N <br />3-1/2" MIN 2500 PSI CONIC -N <br />- <br />SLAB OVER 6 MIL VISQUEEN M �� S3 b I <br />S3 <br />VAPOR BARRIER <br />35'-4" <br />20'-6" <br />■ <br />10'-0" <br />BUILDER TO <br />PROVIDE <br />(2) #5 REBAR <br />I <br />APPLIANCE <br />VETICALS Win <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL <br />19 <br />W.H. <br />WHEN REQUIRED <br />PER FBC <br />q H.B. <br />S3 <br />TYP @ 1 STORY <br />5'-7Q„ 6,_4Q.. U.N.O. a -n„ n -n„ -n„ n„ F _rr,. 5_23' 7._1 Q.. <br />FOUNDATION PLAN MONO - ELEV-Al <br />CONTROL JOI NT DETAI L <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />• , .:� <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />116,' . <br />HORIZ. REBAR, TYP. <br />., <br />'., .. <br />U.N.O. <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. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />, <br />l336 <br />,? <br />V , <br />qb�C14 <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 <br />Florida Building <br />Code - <br />Residential 7th Edition. 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