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C <br />c <br />v <br />02 <br />00 <br />N <br />M <br />w <br />M <br />M <br />Iim <br />5'- <br />6-4g" <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />. e <br />55'-10" <br />6'-0" <br />no <br />5'-28" <br />7'-1 <br />H.B.T <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />ao <br />BUILDER TO <br />v <br />4' 0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />2 #5 REBAR <br />O <br />0 0„ <br />I (; <br />PROTECTION <br />E QUIR <br />D <br />VERTICALS w/ in <br />BC <br />FILLED CELL <br />PER <br />35` 4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />0 <br />I SLAB FOR HERNANDO I MN I: K N <br />J I <br />COUNTY ONLY S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" <br />I <br />VAPOR BARRIER <br />I I ... I I <br />— CJ GJ — CJ <br />I <br />o <br />IT <br />a, <br />_1 <br />• _ _ _ - <br />M <br />5-3"1'-10" 3'-6" <br />O <br />N <br />_----•---- <br />0 <br />oM <br />� <br />-3 1/2" P •w T.D I <br />2'-6'W'-6"X1'-0" FTG G <br />; I W/ (3) #5 E.W. S3 3' 5" <br />SLOPE <br />7'-1" <br />(2) #5 REBAR <br />I� I ' <br />2'-6" x 2'-6" x 1'-0" <br />; : AHU I I <br />VE RTICALS w/ in <br />W/ 3 #5'S E.W. <br />( ) <br />TYP @ 1 STORY <br />U.N.O. <br />iv <br />{ CC <br />FILLED CELL <br />I <br />o0 <br />ici <br />�- <br />ICJ /�! .. I <br />I - <br />- - - —r-I- <br />---I <br />- <br />w <br />I- <br />25'1�" / k/I .'.:::: :::: 9,581;,........ _ .._.______. <br />128 128 <br />■ <br />■ 4' 4" <br />d <br />ib <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. - <br />I-4" I <br />L <br />INDICATES FILLED CELL w/ 3000 PSI �i' PROVIDE %2' x 9" rA <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT.00R <br />SLOPE I <br />I <br />S3 <br />co <br />in <br />HVAC CHASE <br />TYP @ ALL PLACES SHOWN / TOP OF CONC./ PAVER T BE 4" <br />4'-0" <br />4'-4" 4'-6" <br />' HOOKED FTG. DOWELS 5" EMBED / BASED ON 0'-0" BELOW FIN, FLR. <br />■ <br />: ■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I i' LOCATION .......................... . .. ' .::::: <br />/ <br />STEEL„ // <br />:::::::: <br />.............� .......... . <br />-----,----- <br />4'-0" <br />16'-10" <br />"12'-10" <br />o <br />10'-10 <br />p <br />in <br />STEPS AS <br />/ / <br />PROVIDE 1 1/2' RECESS <br />r <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR / OPT. . '• ....... <br />/ LOW WALLS <br />iCj:CJ�.r <br />4 <br />CONDITIONS <br />WIDTH /i' CJ ------ CJ �:. <br />� REF... CJ1 <br />t <br />----= --- =__ <br />- - - <br />° I <br />TYP@ 1 <br />I I CHASE TO ISLAND <br />I D.W. I j <br />f I <br />...: lit <br />STORY U.N.O. <br />A N <br />o <br />o <br />S3 <br />�i' I;: <br />ILO <br />/ <br />I <br />Ln <br />/ SINK / DISP <br />I f "' <br />I 3 1 /2" <br />:: <br />(/ <br />:: } „ <br />0 <br />L- — — <br />16'-0" 2.'9a„ 6'-101, ..... :: <br />I <br />-0 ■ <br />:: <br />OI <br />I <br />- <br />"' <br />o <br />o <br />T <br />- <br />L---------- <br />t <br />I <br />---------y— — --------- -------- — <br />— ---o —-----_j <br />■ ............ �........ �. .. ............... �» ................ .................... ... <br />............. .... ....� .............■ <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />L 6'-0" 1. 6'-0" L 3'-10" �. 2' 10 4" 5'-1164" L5'-0" L5'-4" <br />FOUNDATION PLAN. <br />SCALE: y'=t A" <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 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 />- -_—) w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />.: • <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'• ' ' �'' ' ' �' ' <br />�' <br />BAR ONE FOR EA. <br />' • ' <br />HORIZ. REBAR, TYP. <br />'�- • <br />�; <br />U.N.O. <br />�. <br />• <br />""Alternate: <br />The reinf. bars shall be <br />;;: �;;:. t;: a;; j•:. �;; <br />cont. around corner by cold <br />�, • �, ,, •'G <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />(9 <br />Z M <br />0 <br />— o <br />z <br />d <br />E3 <br />Ln (D <br />w <br />Dm <br />C) <br />0 w <br />.20 <br />.� C) <br />o <br />C.i <br />o <br />m [V <br />W � <br />_— <br />N M M <br />Ep D Cl)-T- <br />S yi <br />O O o <br />L 11 00 <br />� o <br />� o. <br />o <br />rn Q d <br />I <br />B D® <br />NNCAl <br />N �D <br />W go��00 <br />Z W MNOZ � z <br />U) <br />W w <br />Waj�"o a <br />V <br />vcn <br />C1 Z <br />z m o <br />z LL <br />W Q N¢M a <br />o <br />,•,�@01t1�011!!!i'�, <br />WlVN4,NG.0 <br />P� <br />•Gp• rw`y s ���.. <br />2' <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />w <br />f r <br />z <br />Waz� <br />O48O <br />Q <br />Z H qQ' <br />= z <br />J <br />y� wZw <br />CG ° J W <br />� 00 <br />0 <br />-o <br />/' <br />¢ <br />z z <br />i z <br />z1..i <br />�o <br />/ <br />z <br />43: <br />N <br />r" <br />0 <br />° <br />0 <br />-:1W <br />U <br />= <br />0 <br />Zµ°µ�oo <br />0 <br />9� <br />h Y P <br />h <br />E <br />P BE <br />� <br />N <br />z��< <br />W�a� <br />$moo <br />Z <br />Z <br />LU <br />J <br />Lr) <br />rl <br />L1.1 <br />Q <br />LJJ <br />Z <br />z o <br />wy v <br />$l� <br />Z <br />az <br />aoo <br />m <br />Z <br />� ✓n <br />az <br />rn <br />41,0 <br />J <br />= <br />,-+ <br />a <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />