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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 />65-0" <br />WWF PLACED IN 1/8" SAWCUTx 1/4 SLAB <br />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FtBERMESH SHOWN ON <br />5'-7$" 6'4g" 6'-0" 6'-0" 6'-0" 6'-0" 6-0" 5'-23g" T-15" REINF. SEE PLAN. FOUNDATION PLAN <br />LF,TYP @ 1 STORY 3 _p" z <br />w <br />U.N.O. x x <br />L <br />A <br />S3 H.B. <br />60 <br />........................................ <br />° ° <br />BUILDER TO <br />(2) #5 REBAR <br />4--0" 12'-111 ; <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />PROTECTION <br />WHEN REQUIRE <br />D <br />I <br />■ <br />I <br />„ I. <br />PER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. Inlet ' ' r <br />N o <br />iv <br />I SLAB FOR HERNANDO '' <br />10 <br />COUNTY ONLY M S3 <br />I <br />S3 <br />3-1/2" MIN 2500 PSI CONC ' <br />SLAB OVER 6 MIL VISQUEEN Z-7a " 4'-9" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />- <br />A. <br />■ I CJ I .CJ : I : BEYOND WALL CJ <br />I <br />9 <br />rn <br />c? <br />UIT <br />5'-3" V-10"1, 3'-6" C1 <br />M <br />O I N I a� <br />(2) #5 REBAR <br />VERTICALS w/ in <br />II <br />ih <br />FILLED CELL <br />2'-6"x2-6X1'-0 FTG G _ _ _ _ _ <br />W/ (3) #5 E.W. S3 3 -5" <br />SLOPE <br />- E <br />71 11, <br />2'-6" x 2'-6" x V-0" <br />(2) #5 REBAR <br />IVERTICALS <br />I <br />w/ in <br />W/ (3) #5'S E.W. <br />AV- <br />TYP @ 1 STORY <br />A <br />>AHU <br />CN <br />: ici I S3 S3 <br />FILLED CELLU.N.O. <br />00 <br />� <br />�.... .......... .. .............. <br />44�4' <br />b <br />26-10tzs i 9 5 s — — — — — — - — <br />2'-6"x2'-6"X1'-O" FTG <br />W/ (31 45 E.W. <br />I -4" I <br />L <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI i / I PROVIDE %2' x 9" Lol <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. POOR <br />SLOPE I <br />I <br />S3 <br />VERTICALS w/ in <br />W/ 1 #5 REBAR VERT ABOVE SLAB i <br />() HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />4'-0" <br />WN <br />'- <br />4'-4' 4 6" <br />FILLED CELL <br />TYP @ ALL PLACES SHOWN BASED ON 0'-0" BELOW FIN. FLR. <br />• • : ■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I i i LOCATION I .....::::::::::::::::::::::::::::: <br />• ::::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 i i „ <br />:::: ; ::: <br />STEEL" ii� <br />-------'---� <br />4'-0" <br />16'-10" <br />•12'-10" <br />b <br />'" <br />10'-104 <br />STEPS AS <br />I l i <br />PROVIDE 1 /2' RECESS <br />`t <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND : <br />MASON'S SLOPE FOR OPT. " " " " " " " " " " " " <br />LOW WALLS <br />ic�:- <br />" " ' " " ' I <br />CONDITIONS <br />� ; <br />WIDTH i CJ r- - _J__ CJ- <br />CJ REF. :. <br />, • <br />CJI ■ <br />■ - - - _ - - - - <br />- - - - - <br />r — — <br />_ _ / ice_-_- _---- - -- :: <br />- <br />I I <br />TYP @1 <br />I I CHASE TO ISLAND <br />I D.W. �a j;; :. <br />t I <br />lit <br />STORY U.N.O. <br />q <br />O0 I <br />%�/ L� J- I :: <br />:: {II M <br />in <br />S3 <br />It <br />in <br />in <br />-- -- I :: <br />I SINK / DISP <br />1 <br />3 1 /2" <br />L_ <br />16'-0" 2'-9g" 6'-10" ..... <br />I <br />t 1 <br />0 -10' I ■ <br />CI <br />It <br />v <br />, t co <br />t <br />4 <br />;t <br />I I :: ;; <br />: o <br />J <br />■ ■ ■ <br />■ <br />■ <br />■ ■ <br />H.B+ <br />1_pn <br />5-4" 1'4811 31 <br />5'-0" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-101, <br />.e <br />2'-1Oh" 1 5-11 <br />:$& <br />5'-4" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=V-0" <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1 -0 <br />-#5 CONTINUOUS <br />REINF. SEE FIND. 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 />.•br•6 <br />'fT.ld <br />••!!bY l� <br />f���r�j�d�tl3tttxkW <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 2017 Florida Building Code - <br />Residential 6th Edition. 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