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V-71" <br />6'-q' <br />6'-0' <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />6'-0" <br />65--0" <br />[mil➢ <br />1'-7" <br />3" <br />s 1� <br />3'-0" <br />H.B. <br />7'-7" <br />r---------� <br />--- <br />° -- ° --------� <br />— -- <br />�— <br />—2) <br />BUILDER TO <br />(#5 REBAR <br />4'-0" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL I <br />O <br />UM <br />0'-0" I <br />:: I :: I <br />PROTECTION <br />WHEN REQUIRE <br />D I <br />I <br />:: I. <br />PER FBC <br />I <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />iv <br />I SLAB FOR HERNANDO I M I I: K T I <br />J I <br />;O <br />I COUNTY ONLY S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONIC <br />SLAB OVER 6 MIL VISQUEEN 2�-'-9" 4'-10"1. <br />I <br />VAPOR BARRIER EDGE OF SLAB 2" <br />= <br />■ I I CJ I GJ I : BEYOND WALL I CJ <br />I <br />4 <br />_ <br />b> <br />t-T- <br />C? <br />5'-3" 1'-10" 3'-6" � T <br />cn <br />O I o ' <br />I: <br />■ <br />t Am <br />(2) #5 REBAR <br />... <br />I <br />• <br />r- <br />VERTICALS w/ in <br />I — '� OPT. D _3�• I <br />I I <br />FILLED CELL <br />2'-6„ G o <br />x2-6"X1-0 FTG _ _ <br />W/ (3) #5 E.W. S3 3'-5" <br />SLOPE? <br />7-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I I AHLI I I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />I `\l K CC <br />:: � I S3 S3 <br />FILLED CELL <br />I <br />- <br />r <br />S3 <br />cJ y' - I <br />- - <br />iCJ . <br />....... .. . . . . . . . . . . . . . . . . <br />n <br />O <br />2'-6"x2'-6"X1'-0" FTG <br />5'-3" <br />W/ (3) #5 E.W. = <br />I -4" <br />L <br />(2) #5 REBAR <br />M <br />I i' I PROVIDE Y2' x 9" 1 <br />INDICATES FILLED CELL w/ 3000 PSI "' <br />CONIC. GROUT FROM FT. TO BEAM � � RECESS FOR FRT. OR <br />SLOPE I <br />ro <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB %' HVAC CHASE TOP OF CONC.I 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. DOWELS 5" EMBED I LOCATION I ..:::::::::::::::::::::::::::::::: ' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 ::: :::: <br />:::::::... <br />STEEL" ii' <br />-----•------, <br />4'-0" <br />16-10" <br />. •12'-10" <br />_ <br />CO <br />STEPS AS <br />I <br />PROVIDE 1 y" RECESS <br />� <br />REQUIRED10'-101 <br />PER FIELD <br />z <br />I FOR SGD. REFER TO � � KITCHEN ISLAND <br />LOW WALLS <br />MASON'S SLOPE FOR OPT, . ' ....... """ ' "' ' <br />I Icj: <br />a" <br />" ' "" . <br />t <br />CONDITIONS <br />WIDTH i i' <br />■ �' CJ------- - - - - - Ci. REF. <br />Cj- I <br />_ _ - - - - - - r-+- - <br />---_- <br />- - - - - - <br />r — —%�- <br />--_---- ::- <br />CA <br />TYP@1 <br />I I CHASE S D�-- <br />I D.W. I a0 I I I <br />I <br />i <br />lit <br />STORY U.N.O. <br />A N <br />b <br />tov <br />I <br />I L� __-�- -- I :: I <br />lli M <br />S3 <br />rn <br />'n <br />( i SINK / DISP <br />I <br />31 /2" <br />I <br />L — <br />�' 16-0" 2'-�" 6-10" I :: <br />0'-00 <br />:: C�l I ■ <br />It <br />I <br />tC] <br />i <br />all- <br />■ ■ 1■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />H <br />1'-981" L 3'-2$" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10k" L 5'-11 <br />FOUNDATION PLAN MONO - ELEV-Bl_ <br />SCALE: ,.,, O. <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 />VVVVF 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 />LU <br />vu'i <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />#5 CONTINUOUS <br />.: • <br />'•_ <br />REINF. SEE FND. FOR <br />•. <br />"• <br />QUANTITY <br />', :.; <br />#5 X 25" X 25" CORNER <br />;'' ' •'' ' ' �' <br />�r <br />BAR ONE FOR EA. <br />�'' ' �'' ' <br />• • <br />HORIZ. REBAR, TYP. <br />•' " <br />•• <br />U.N.O. <br />• •, • • • •• ' <br />"Alternate: <br />_ <br />The reinf. bars shall be <br />• • • • • • • • • • <br />Cont. 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 />0 <br />0 <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the sfnKtural plans and spedflcations 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 />Engineers signature and seal. <br />t» <br />r <br />Go 8 t_Np tp arD <br />0 <br />C7 t` S # <br />40Lo <br />LL N u- <br />N <br />Q <br />aye � LL 0' CLLU <br />Z <br />0 <br />��nC) 08o <br />C�0CS <br />m m�O <br />Z <br />tLILW <br />2 E T B o a <br />N0 O Lo <br />v M Q Z Q <br />N Q U F <br />°01 <br />W <br />1 <br />C9 <br />z <br />z g <br />a <br />(nv)^ <br />� o <br />W <br />LL <br />4-1_ <br />"U <br />W �g <br />�O <br />w E <br />c <br />U 0° <br />w � <br />= O <br />Q <br />02— <br />r-- <br />C=) <br />M <br />z <br />W <br />LJL <br />o <br />zo <br />0 <br />g <br />>p <br />b <br />Q <br />E <br />0 <br />w0O <br />1� fu <br />ag' <br />X OOU <br />OQ <br />oa <br />=) °U <br />z <br />o <br />a <br />ao <br />Hw <br />L <br />• �p <br />(n C <br />C <br />ZZZZ z <br />Oy <br />yx <br />�3 <br />° <br />z <br />Oz <br />Z <br />3 <br />a" <br />° <br />00 <br />g <br />a <br />w <br />oil� <br />W <br />oLL <br />O <br />CO <br />o z <br />° <br />0 <br />ACM <br />= <br />d' <br />CC <br />.! <br />00 <br />LO <br />co <br />0 <br />O <br />0) <br />T <br />C-4O <br />r <br />00 <br />LO <br />O 0 <br />T <br />' r <br />CM 7- <br />•' CYi <br />o <br />Z <br />z <br />EO <br />m <br />a <br />ci <br />a o <br />JOB <br />NO: <br />20-1786 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />