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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 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 r1/8" SAWCUT x 1/4 SLAB <br />65--0" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" 1,- " 3'-2j" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" X-10" 2'-10�" 5-1164 5_pV-4 REINF. SEE PLAN.- FOUNDATION PLAN <br />a � w� <br />H,B+ LU <br />UPO@ 1 STORY S3 <br />--- ------------------------ <br />...................... <br />!1• <br />� <br />r <br />, <br />v <br />■ <br />-3 1 /2" <br />I <br />I1 <br />= <br />I <br />\�� I I--------- <br />SINK / DISP <br />{ I <br />= <br />in <br />�' L <br />I I D.W. I p p I <br />I{ I <br />S3 <br />T <br />S3 <br />L— — <br />L---J _______ I CHASE TO IS D <br />L11F- <br />�� __-- ___---_� --- <br />o I <br />1I <br />I <br />TYP@ 1 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />■ <br />PROVIDE 1 Y2" RECESS CJ L - - <br />FOR SGD. REFER TO <br />- - - _ - - - - - - J CJ OPT. <br />REF. <br />-7- CJ <br />::: <br />'.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: <br />CJ, ; <br />: '.'.'. <br />CJ - I <br />::.' <br />10'-104" <br />■ <br />PER FIELD <br />MASON'S SLOPE FOR <br />I <br />KITCHEN ISLAND ; <br />CONDITIONS <br />WIDTH �i� <br />LOW WALLS <br />•12'-10" <br />4'-0" <br />I <br />16'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />— — <br />— — <br />— — — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />::::::::::::::::::...::::::::::::: <br />......::::: <br />J— <br />■ <br />■ <br />■ <br />TYP @ ALL PLACES SHOWN I I <br />0'-0" TOP OF CONC./ PAVER T BE 4" <br />■ <br />■ <br />2 #5 REBAR <br />() <br />HOOKED FTG. DOWELS 5" EMBED <br />I <br />HVAC CHASE <br />BELOW FIN. FLR. <br />4'-0" <br />4'-4" <br />4'-6" <br />VERTICALS wAin <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" BASED ON PROVIDE Y2" 9" <br />SLOPE, I <br />FILLED CELL <br />LOCATION <br />x <br />1 <br />\ 1 <br />RECESS FOR FRT. POOR = <br />I <br />L <br />I <br />\ \ <br />, <br />2 -6 x2 -6 X1-0 FTG U) <br />S3 <br />25'-1�" <br />9'-51g" <br />2 <br />W/ 3 #5 E.W. <br />( ) <br />I <br />4'-4" <br />v <br />128 <br />o> <br />I <br />���� .... <br />..------- <br />■ <br />4 <br />:: <br />I <br />CC <br />— <br />(2) #5 REBAR <br />r <br />00 <br />TYP @ 1 STORY 3T <br />S3 <br />'- <br />U.N.O.I <br />7AHU\'11,I <br />S3 <br />VERTICALS w/ in <br />I I c131 1• <br />FILLED CELL I <br />2'-6"x2'-6"X1'-0" FTG <br />(V <br />_ _ _ _ <br />_ �� <br />; <br />^ <br />X-5" <br />7,-1" <br />2'-6" x 2'-6" x <br />W/ (3) #5'S E.W. <br />_ <br />`a <br />r <br />(2) #5 REBAR <br />w/ in VERTICALS <br />I W/ (3) #5 E.W. G <br />3 1 <br />I#1'-10-3'-6- <br />�.� . <br />1 <br />-31/2" <br />o <br />PT. <br />I <br />SLOPE <br />FILLED CELL <br />■ <br />.......... <br />J........... <br />. ................. <br />-.-_O-PT- -D --- <br />5'-3"-S <br />I <br />O <br /><'7 <br />I <br />N <br />;r <br />A.■ <br />— CJ <br />:: CJ <br />— CJ <br />q <br />• I 3-1/2" MIN 3000 PSI CONC. I <br />I 2'-7i" <br />7'-10" 1'-I': ' <br />EDGE OF SLAB 2" <br />SLAB FOR HERNANDO <br />T, <br />BEYOND WALL <br />I <br />COUNTY ONLY <br />( <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC = <br />G <br />S3 <br />'r' <br />SLAB OVER 6 MIL VISQUEEN I ; <br />^ I <br />I -- <br />I <br />I <br />VAPOR BARRIER <br />tV <br />35'-4" <br />� <br />20'-6" <br />BUILDER TO <br />■' <br />0'-0" I <br />1 <br />; ; <br />I <br />PROVIDE <br />I <br />(2) #5 REBAR <br />I <br />; : <br />I <br />APPLIANCE <br />VERTICALS / to <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />PICK I <br />FILLED CELL <br />W.H. <br />WHEN REQUIRED <br />� <br />L--------- <br />� � <br />PER FBC <br />--- <br />-- -- <br />--------�-' <br />— <br />-- <br />+-- <br />------J <br />w <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />1'-6" <br />A <br />53 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />6--0- <br />H.B. <br />3'-0" <br />7'- <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 />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 />SE <br />�.tq <br />7 <br />ca <br />•F1O�� <br />r;O" \\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spectflcations contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />co <br />8 V N F2 <br />Li <br />N C', Z8 & rL <br />m ti� <br /># W <br />di <br />Q <br />UJt�L5 <br />n LL LL a <br />NMI W (A <br />`JOLLY` ° a <br />t9 <br />Z <br />_ul-ao <br />=� Imo <br />m <br />Wr�i�°jO1 <br />J o <br />cc o <br />N Q U J <br />W <br />v ❑❑❑ <br />z <br />a <br />� <br />Z <br />U <br />- <br />0 <br />W g <br />N <br />c <br />. <br />—in <br />�o <br />CCn <br />w <br />LJL <br />o_ <br />o <br />2520 <br />Z0 <br />Q <br />t� r0 <br />�1 <br />U <br />w� <br />OV <br />Z <br />Eas <br />� <br />�z <br />wg <br />1 <br />�z <br />WZ <br />w L <br />r0 <br />N C <br />< p <br />m <br />0 <br />oLL <br />Z <br />- C: <br />�r�yfi O <br />Y <br />g <br />WCL <br />ww <br />�Z <br />Z <br />�w <br />�5 <br />o <br />o <br />dN"' <br />_-.I <br />^L1 <br />W <br />.-. <br />> <br />T- <br />o <br />m <br />= <br />ca <br />Cfl <br />r <br />O <br />0) <br />N <br />O <br />r <br />I <br />i. (0 <br />T N <br />0 <br />r <br />_ <br />N <br />o <br />z <br />E 0 <br />E <br />d <br />co <br />c <br />a <br />U 0 <br />Q tM <br />JOB <br />NO: <br />20-6220 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />