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c <br />c <br />v <br />t� <br />LO <br />00 <br />i <br />CNI <br />�I <br />a <br />00 <br />001 <br />TYP <br />2'-6" x 2'-6" x 1'-0" <br />A L W/ (3) #5'S E.W. <br />S3 H.B. + S3 <br />I ) : <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Yz' x 9" N <br />4 <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />IT 31/2" SLOPE <br />�q <br />to <br />to <br />STEPS AS <br />(1) <br />I ABOVE SLAB TYP @ALL <br />to TOP OF CONC.I PAVER TO BE 4' I <br />i4 BELOW FIN. FLR. <br />in <br />REQUIRED <br />PER FIELD <br />0•0„ 1 PLACES SHOWN HOOKED FTG. <br />I <br />I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5-2-- <br />I <br />CONDITIONS <br />; DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C <br />r TYP <br />PROVIDE 1 Y2" RECESS I <br />I FOR SGD. REFER TO <br />I HVAC CHASE AHU (;;--------- —+—-------1 <br />i�v <br />co <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR <br />I WIDTH <br />BASED ON <br />LOCATION <br />I: <br />�, <br />I <br />I <br />I <br />...... <br />I I i t _ ' ' ' ' ' • I (2) #5 REBAR <br />-3 1/2" <br />32'-8" <br />�.. 4'- —�.. FILLED CESL / in I <br />37'-5 21-2 <br />5,4„ X-8„ I 7,$„ <br />2'-1„.. -3 1/2" SLOPE'01 S <br />4'-0" <br />I G <br />; ; OPT. D <br />°Q <br />I S3 <br />i . J 17 <br />— — — — <br />71 <br />L .� a=c. rt4CID <br />QT <br />N <br />■' � � • KITCHEN ISLAND—r l I CHASE TO <br />• I II I ISLAND <br />21-6"x2'-61-x1'-0" LOW WALLS I I 100 I <br />� • J • 11 • : 1 J <br />I I. 1 I I' s3 <br />0 <br />W/3-#5E.W. L—D-W�I <br />L_ _ -- —S' <br />G $iNKw/6TS� r- <br />I 1 K <br />i.> <br />I S3 1 I 2'-6" I N <br />�'' S3 1 <br />0 <br />o <br />23'-11" 2'-10" 4--1a„ <br />� I' <br />(2) #5 REBAR <br />iv <br />S3 <br />( COP <br />JCi CJ <br />VERTICALS w/ in <br />j I I' S3 FILLED CELL <br />rl <br />................. . <br />. ....... <br />'.... . , <br />_-TSo .. <br />0.-011 <br />:1....................... <br />I:. <br />II13'-5" 7'-2„I a <br />G <br />ici <br />■ �i CJ CJ j CJ <br />:: CJ <br />i ...... ....... I- ...... - . .. <br />LO <br />C? <br />3-1/2" MIN 2500 PSI CONIC 0'-0" <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />I <br />(3000 PSI CONC. SLAB FOR <br />A <br />S3 <br />7'-2" 5'-2" 6'-0" 6'-0" <br />-10" L 4'-0" L X-1 <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 SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />VWVF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />u.l <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <br />�--#5 CONTINUOUS <br />. <br />, .: • <br />'• <br />REINF. SEE FND. FOR <br />' •• ' <br />QUANTITY <br />•• <br />' <br />#5 X 25" X 25" CORNER <br />'• ' '• ' <br />�•• � <br />_�'' <br />BAR ONE FOR EA. <br />' - <br />HORIZ. REBAR, TYP. <br />•., .. <br />U.N.O. <br />• •. • •, • • <br />"Alternate: <br />' <br />The reinf. bars shall be <br />• •. • •. • •• •, '• •, • •• •. • •%• <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER <br />BAR DETAIL <br />SCALE: 3/4" = V-0" <br />Z <br />Z <br />Q <br />a <br />W cn <br />4•-J w <br />.0 0 <br />O w <br />129 <br />� <br />U <br />M <br />N <br />LL <br />o <br />� N N <br />l co w <br />W <br />W LL i d <br />to <br />Lis <br />z <br />LYE` o�i <br />r <br />J • CJ <br />' <br />FESO <br />,�i�r.�l1 f 1111 I I i 1N`� <br />�\ <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 />Resldential eth 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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />6 <br />g� <br />a <br />tj <br />;z <br />� <br />11Z <br />J <br />_O <br />�® <br />z <br />Q <br />Z <br />0 <br />0 <br />_ <br />LL <br />� uj <br />o <br />O� <br />Q <br />tS Wt�S <br />Z <br />J <br />ri <br />11J <br />ajLn <br />z <br />$ <br />4k <br />m <br />O <br />%0 <br />OO <br />Z <br />g <br />W <br />2 <br />rn <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION N0. 4mO <br />SHEET NO. <br />6.0 <br />