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c <br />�I <br />EI <br />aI <br />T- <br />5._2t. <br />6'-0" 1. 2'-9" L. 5'-2" <br />5'-1" <br />6'-( <br />6'4" 5'-0" <br />T-O" TYP <br />L <br />H.B.+ S3 <br />2'_6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />■ ■ <br />■" '•■ ■ ■ a Q <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2' x 9" N <br />a <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />-3 1/2" SLOPE? <br />' <br />rn <br />STEPS AS <br />(1) <br />I ABOVE SLAB TYP @ ALL <br />b TOP OF CONC./ PAVER TO BE 4" ( <br />€c BELOW FIN. FLR. <br />LO <br />REQUIRED <br />PER FIELD <br />I PLACES SHOWN HOOKED FTG. <br />I �0'-0"IF <br />2'-0" 4'-0" 2'-0" 6'-0" 1'-101, 5'-2" <br />I I r` <br />1. <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT.La <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C <br />r <br />.. <br />■■■-.PROVIDE1Y2"RECESS <br />TYP <br />I <br />FOR SGD. REFER TOMASON'S <br />I HVACCHASEI :? AHU—r <br />rr <br />;0 <br />SLOPE FOR <br />LOLOCATION <br />BASED ONWIDTH <br />i <br />,1 <br />(2) #5 REBAR <br />I �31/2" <br />I 32'-8" <br />'` _ 4'-8$" VERTICALS w/ in <br />FILLED CELL <br />5,4" 31-8" T-8„ <br />2'-1" -31/2" I SLOPE, <br />4'-0" <br />I G <br />; ; OPT. D <br />I' <br />a <br />c? <br />rn <br />S3 <br />I <br />CJ — — — — — CJ CJ <br />�— - - - -rf} _ - - - - _- <br />s <br />—i----j <br />' ' <br />:: - <br />y 17I : ' — CJ I <br />�- - - - - - - - <br />�L_��.__• Zp <br />•�{ <br />o <br />1�11 <br />•I••••••••.••• •• T I L----------� ---T.. <br />IIICH <br />■' KITCHEN ISLAN <br />it I J <br />I I I I I ISLAND <br />I I I <br />: LOW WALLS a0 <br />J <br />j I. 1 I I' ' S3 <br />o <br />(2'-6'x2'-6"x1'-0" <br />D.W.I <br />W/ 3-#5 E.W. CJ�- - <br />G �NTt w/ DISP <br />i0 <br />I S3 I I 2'-6" I N <br />O I <br />c? <br />o <br />I 23'-11" 2'-10" <br />C, <br />j11 <br />(2) #5 REBAR <br />q <br />S3 <br />: <br />Li <br />{ { ° K VERTICALS w/ in <br />j I I S3 FILLED CELL <br />iv <br />IT C1J CJ <br />I I { <br />.......... -: �.. :.......: ....... :.... . T <br />� 1.'..'.'.'.' .: _ _ - _ - _ _ _ _ :..._ ::: _ - - _ _ - ::: ; ■ <br />e01-011 <br />X 0 <br />p� <br />j <br />M <br />o I � <br />% � 13'_ T-2., j <br />M. �i C.. <br />CJ <br />J CJ00 <br />... . <br />:: CJ CJ I <br />_ <br />I 11 Cl) I <br />I <br />I <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />° <br />o� <br />i� I j 11 <br />i I • I• • � I <br />� <br />SLAB OVER 6 MIL VISQUEEN <br />I VAPOR BARRIER I : ■ <br />PSI CONC. I <br />: a <br />(3000 SLAB FOR <br />( { M <br />• I { 1 <br />L-------------- jll --- — <br />HERNANDO COUNTY ONLY) <br />.. in <br />--------------- — — — — — — — — <br />.. <br />..............•............. <br />4'-8" L 4'-8•' L 5'-2" L 5'-10" <br />FOUNDATION PLAN <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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN <br />SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />r1/8" <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />w <br />w <br />N a <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />.;� ; ' <br />: <br />••. <br />#5 CONT REINF. SEE <br />.; <br />, <br />, .. • <br />"• <br />FIND. FOR QUANTITY <br />••• �•' <br />• <br />' �• <br />#5 X 25" X 25" CORNER <br />' ' ' ' <br />BAR ONE FOR EA. <br />' •• ' '• ' <br />HORIZ. REBAR, TYP. <br />.'•...:. <br />U.N.O. <br />�1- <br />• • <br />•r•• ••• <br />,• <br />**Alternate: <br />The reinf. bars shall be <br />�r•: ••�r•: ••�;;•; ���•:-••fir•; ••fir <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NTS <br />C9 � <br />Z <br />c <br />Z <br />Q <br />a <br />QJ <br />cn <br />�+ w <br />•O w <br />N �♦') <br />v v <br />M <br />m <br />w <br />d cNM <br />21.8 C121 <br />o�oo <br />U <br />Q o, <br />R <br />6 D. <br />,ul' <br />N N <br />U'LU <br />Z Q��'< jo <br />� .6- <br />421 <br />N <br />SN <br />ON <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />C <br />is <br />Z <br />g� U <br />J <br />L� <br />Z <br />8 <br />0® <br />L <br />N <br />Q <br />z <br />E <br />0 <br />` <br />O <br />$ <br />W <br />Z <br />9120Z <br />F <br />0 <br />Z <br />Z <br />J <br />Ln <br />LiJ <br />< Z <br />ri <br />W <br />Z <br />c` <br />68 <br />o� <br />N <br />ko <br />Z <br />$ <br />co <br />O <br />0o <br />Z <br />g <br />yrj <br />UJ <br />= <br />z <br />f <br />rn <br />,--I <br />a <br />I to <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO' <br />4mO <br />SHEET NO. <br />6.0 <br />