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_ I 11 li �_ I I �_ I I I "711'llll'IN1' I'I"1I�All�ut'P�RI'AI� I' I ll I I I I I I I� ICI I �I <br />3 <br />ZTE <br />rn <br />LO <br />rq <br />WE <br />a <br />Q <br />0 <br />J <br />M <br />CV <br />0 <br />I <br />N <br />rr <br />a <br />rn <br />LO <br />v <br />cncr <br />CN <br />0 <br />J <br />Q) <br />M <br />O <br />I <br />N <br />a <br />LO <br />0 <br />Ln <br />3 <br />a <br />N <br />N <br />/ <br />d <br />H <br />0 <br />v <br />i <br />N <br />Li <br />0 <br />V <br />E <br />c <br />0 <br />vl <br />y <br />U <br />N <br />'O <br />v <br />CL <br />rl <br />Z <br />N <br />I <br />O <br />0 <br />•U <br />J <br />N <br />LZ <br />N <br />N <br />ti <br />0 <br />a <br />0 <br />N <br />N <br />N <br />0 <br />co <br />4 <br />m <br />vj <br />6'-4g , <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />5' <br />T-1 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER t B <br />r I <br />.................. <br />«....•...............>... <br />bo <br />Opp- <br />VERIFY LOCATION <br />+- <br />(VERY <br />v <br />4'-0" <br />�/ <br />12'-1" <br />W.H. �/ "' <br />ELECTRICAL PANEL <br />VERTICALS w/ in <br />_ <br />BUILDER TO PROVIDE <br />FILLED CELL <br />' <br />10'-0" <br />:: I <br />:: <br />I : ' <br />2'_6 <br />APPLIANCE PROTECT <br />ON <br />■ <br />I <br />:: <br />I :: <br />REQUIRED PER <br />I <br />BCHEN <br />35-4" <br />20'-6" <br />N <br />10 <br />I M <br />K o <br />S3 <br />I <br />I <br />J <br />S3 <br />I <br />: N <br />2174„ <br />4 9" <br />4'-10" <br />I <br />EDGE OF SLAB 2" <br />- <br />r <br />■- <br />I I CJ <br />:: GJ <br />: <br />I : <br />BEYOND WALL CJ <br />I <br />o <br />� <br />61) <br />ff— <br />t <br />� <br />5'-3" 1'-10„ 3,_6„ <br />:: <br />'�cv <br />7 <br />I <br />0I <br />I . <br />N <br />F # <br />(2 ) #5 REBAR <br />................. <br />' ' <br />I J ' ' <br />M� <br />VERTICALS w/ in <br />— <br />( <br />I -1 <br />I (DPT. WI 11 <br />OPT. D 3 1/2" <br />I <br />Cl) <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG G <br />W/ (3) #5 E.W. S3 <br />r <br />L <br />r._ —.— --- <br />�T <br />I L� J I <br />L — — — — � <br />I <br />L — — — — <br />3,-5„ <br />SLOPE <br />, 1„ <br />7o <br />(2) #5 REBAR <br />: I ^ <br />2'-6" x 2'-6" x 1'-0" <br />I <br />AHIJ <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />c� <br />FILLED CELL <br />U.N.O. A <br />S3 <br />: i <br />( K <br />S3 <br />S3 <br />OP <br />CJ <br />CJ <br />{lip — — — <br />o <br />00 <br />I <br />25'-1D47" , <br />128 <br />9 5$ <br />128� <br />■ 4'-4" <br />2'-6"x2'-6"X 1 '-0" FTG <br />3-1/2" MIN 3000 PSI CONC., <br />W/ (3) #5 E.W. <br />" <br />I <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO� <br />PROVIDE Y2" x 9 Y2" `n <br />SLOPE I <br />S3 <br />co <br />d <br />in <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / <br />RECESS FOR FRT. DOOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSI GONC <br />TOP OF CONC./PAVER 0 BE <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 M�L41SQUEEN <br />0'-0" <br />4" BELOW FIN. FLR. <br />■ ` <br />..... . " : ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAR4eR . ' <br />............ <br />. ... ' ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />::::::........................... <br />::::: <br />. <br />.............� .......... . <br />STEEL" <br />/ <br />-----,------1 <br />0 <br />4'-0" <br />16'-10" <br />"12'-10" <br />o <br />1 <br />10'-104" <br />STEPS AS <br />I <br />nr-'-_� <br />T <br />REQUIRED <br />PER FIELD <br />i i <br />i� <br />I i <br />KITCHEN ISLAND I II I: • <br />LOW WALLS III I' ' <br />OPT. <br />.................... <br />:: :.'.'.' <br />iCj <br />..... . .... . <br />; <br />CONDITIONS <br />■ . <br />E L — <br />_ — — _ — — CJ REF. �: <br />CJ j <br />■ <br />i---�__----_-----1===—=-- <br />PROVIDE 1 Y2" RECESS-, — <br />III <br />--- — <br />— — — _ — _ <br />/ <br />li I ! <br />TYP @ 1 <br />F <br />I 11 F <br />FOR SGD. REFER TO <br />� 1( 11 1 CHASE TO ISL�ND <br />III <br />/ 1 <br />( <br />STORY U.N.O. <br />I <br />Ilr�f <br />L <br />S3 <br />MASON'S SLOPE FOR I <br />I <br />D.W. I it �' II �' I11 I <br />' ' <br />:: '` <br />I} 1 <br />A <br />iv It <br />cq <br />I <br />M WIDTH I LL==__�_LlsJl_��-- <br />J <br />:: <br />III <br />M <br />LO <br />S3 <br />S3 <br />SINK / DISP <br />} } <br />3 1 /2" <br />L <br />I 11� <br />2-91. <br />' a' 6'-10" <br />:: <br />�}t <br />111 <br />:: Cj. <br />0 -0 I <br />— — <br />■.• <br />i HVACCHASE <br />}li <br />I <br />BASED ON <br />LOCATION <br />:: <br />—------� 1 <br />ih <br />v�+ <br />AC PAD <br />14 <br />`--------- --- <br />�� --- —�—--------- <br />---------F-- <br />—11 _-- ---------� <br />I <br />H.B+ <br />P_,,,, 1,45" 3 <br />5'-0" <br />5'-0" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />1.1 <br />-in" 1 2-10 d" 1 5'-1 <br />-4" <br />FOUNDATION PLAN MONO — <br />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 />it W _7 <br />W <br />cn � <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />Vs;;,:f <br />#5CONTINUOUS <br />REINF. SEE FIND. FOR <br />QUANTITY <br />'r <br />#5 X 25" X 25" CORNER <br />•. <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• '' • ' , , <br />q <br />"'Alternate: <br />The reinf. bars shall be <br />T.­3 s <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 />� � O <br />c� <br />co <br />N <br />c��► <br />m � <br />u CGN`L <br />N <br />N <br />O <br />tV <br />N <br />_ <br />o <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />F o E <br />p ch <br />Q <br />co n <br />co,rZ ik <br />N NCS O1 <br />C -0 w <br />N J <br />LL <br />7k LL W <br />d: �oNiv� <br />u- a <br />Q U U- <br />Y <br />d <br />Z cm�0 <br />�p m <br />W <br />it O <br />��pjO' <br />Z co <br />a a <br />N M Z <br />Z O C) <br />W N O <br />U N <br />W <br />❑ ❑ ❑ <br />z N M <br />z � 8 <br />N <br />c> <br />1 z ULC3 <br />(D <br />o <br />�N LL <br />� <br />U <br />0 w g <br />tN c N <br />Ln <br />U <br />Q <br />o <br />z <br />M <br />zo <br />J <br />LL <br />EE O E <br />zo <br />Wo <br />� <br />>^ <br />aR <br />z® <br />v <br />ICU <br />¢� <br />�U <br />Uo <br />zCLE�ao� <br />o E <br />N <br />aoCD <br />< a <br />aZ <br />a z <br />w <br />n3 <br />� ca <br />C <br />z <br />Y <br />m o <br />oz <br />Z <br />z <br />N <br />J <br />m <br />¢ 8 <br />mo <br />�z <br />N <br />N <br />o <br />go <br />w <br />y� <br />Jw=o <br />3 <br />c� <br />�O <br />o <br />w� <br />zaT3 <br />a <br />O <br />C O <br />i <br />> ({� <br />�1 ' ^ <br />/ <br />LO <br />m <br />is <br />/•Q <br />T <br />c <br />N <br />N <br />Y <br />O <br />O <br />�0^, <br />V / <br />W <br />m <br />Q� <br />O N <br />o <br />o <br />N <br />M <br />� <br />L,f') <br />T <br />< N <br />" y <br />O <br />Z <br />Z <br />E T N <br />E <br />c <br />a <br />U -j Q p <br />-j <br />JOB <br />NO : 22-02391 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />