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4 <br />�L <br />A <br />H.g� I S3 <br />■ <br />■ ■ ■ <br />cli <br />■ ■- <br />w■ ■" <br />-■ ■ <br />■ <br />■ <br />■ <br />*I <br />3-1/2" MIN 2500 PSI CONC <br />rn14 <br />I I• • • • i <br />" j la <br />I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />I <br />I <br />: ■ <br />\ i <br />(3000 PSI CONC, SLAB FOR <br />HERNANDO COUNTY ONLY) <br />0'-01, <br />i <br />�., ....... <br />■ I \ \\ 'I T-5j„ • CJ 7'-2" CJ I i Cl) <br />CJ <br />CJ <br />CJ <br />in <br />r <br />\ i <br />4 <br />\\\\ <br />o <br />I I ° ) <br />I \ I1 <br />I °Q <br />I <br />\ i <br />is <br />I <br />■ <br />I <br />it <br />p <br />0'-0" :: <br />I <br />: ; ::::::: <br />... •-. <br />v <br />N <br />N <br />1 — — L — — —00 <br />_ <br />_ — J <br />i......... <br />J I <br />�.....tin <br />.. ■ <br />.�F <br />CJ CJ <br />CJ <br />i I i <br />(2) #5 REBAR <br />°P <br />S3 <br />o <br />S3 <br />VERTICALS w/ <br />j <br />FILLED CELL <br />23'-11" <br />2'-10" 4._14„ <br />.. I 1. <br />G I ; I <br />2' 6„ 01 <br />I <br />o <br />O <br />I <br />I <br />Q <br />b <br />r Cf)S3 <br />■' <br />I �� _ SINK wl DISP _ _ , <br />W/ -#5 E.W.O' EN CJ I I D.W.I — <br />LOW WALLS SANDKITCH <br />I I I O C ASE TO <br />I O <br />............. L = _ _ J I ISLAND <br />i I <br />i ;111 <br />I o <br />K <br />53 <br />I <br />I <br />J <br />S3 <br />ft <br />T <br />L_ <br />o <br />;0CJ <br />— — — — — —� CJ <br />I <br />I <br />CJ � <br />— CJ b> <br />I <br />N <br />to <br />G <br />.. <br />S3 <br />5'-4" T-8" T-8" <br />:: OPT. W <br />:: 2•_ <br />-3 1/2„ <br />SLOPE <br />—� <br />I <br />I 137'-5j" <br />I <br />I21'-24" <br />32'-84" <br />4'" <br />&31/2" <br />(VERTICALS <br />Lo <br />I <br />S3 <br />I PROVIDE 1 Y2" RECESS `" <br />c <.. J <br />\\ \ I' ' W.H. <br />HVAC CHASE <br />.. <br />w/ <br />FILLED CELL <br />in <br />FOR SGD. REFER TO rn <br />I <br />BASED ON <br />I <br />L TYP <br />MASON'S SLOPE FOR <br />WIDTH I <br />I <br />LOCATION AHU <br />----------+— <br />-------.J <br />• <br />I CJ INDICATES FILLED CELL w/ 3000 <br />r;FPSI <br />CJ <br />. . .. . . . . . . .� 1 .■ °e ■ <br />C _I <br />■ <br />■ <br />■ <br />■ <br />N <br />STEPS AS <br />REQUIRED <br />0'-0" CONC. GROUT FROM FT. TO <br />I <br />I <br />2'-0" 4'-0" 2'-0" <br />6'-0" <br />1'-10" <br />PER FIELD <br />I BEAM W/ (1) #5 REBAR VERT <br />5'-2" <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />F, TOP OF CONC./ PAVER TO BE 4" <br />BELOW FIN. FLR. <br />3 1 /2" SLOPE <br />Y <br />� <br />� <br />DOWELS 5" EMBED W/ 25" EXT. <br />10 PROVIDE 3/2" x 9" <br />L — — — — — ABOVE SLAB "GRADE 40 STEEL' <br />—4— <br />— — — <br />— — — _ RECESS FOR FRT. DOOR <br />—+ <br />d <br />■ <br />I ........... i .................. <br />....... <br />e <br />................ —�1 <br />s <br />O <br />A H.B. T L <br />S3 S3 2'-6" x 2'-6" x 1'-0" <br />TYP W/ (3) #5'S E.W. <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 />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 />�Ta W <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.� •� <br />;;= <br />#5 CONTINUOUS <br />.: <br />; ; : • <br />•_ <br />REINF. SEE FND. FOR <br />�• <br />' • <br />QUANTITY <br />1 <br />#5 X 25" X 25" CORNER <br />' •• <br />' ••' <br />••' <br />BAR ONE FOR EA. <br />' •• ' •• ' <br />HORIZ. REBAR, TYP. <br />•'•- <br />"• " <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 BAR DETAIL <br />SCALE: 3/4" = V-0" <br />um <br />U <br />c'� <br />Z <br />Z <br />Q <br />a <br />U) Z <br />In CO <br />a) <br />rn <br />4--+ W <br />p <br />•O <br />W <br />C-- <br />C) <br />W � <br />m o <br />�M <br />•sL <br />rn <br />u� <br />0 d <br />s �. <br />N N <br />i0 <br />Z61 <br />I� in LL. E �$ � u. <br />LY_ a <br />LL a <br />.' <br />Z V --0 a <br />�� Q� <br />rn <br />W N <br />WWW.FWMWP <br />•`-za � V v �'�A <br />0 IE� <br />LU <br />ul <br />z <br />N, <br />C? <br />U' <br />/ <br />`0 <br />rr�r tt'`•`� <br />frft,f!�t1t <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 Bth 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 />za <br />s <br />W <br />CL <br />�$ <br />8 <br />Z <br />c) <br />�- <br />L <br />Q <br />Z <br />z <br />O <br />f� <br />0 <br />w <br />U <br />= <br />.Z <br />o <br />W <br />a <br />zLn <br />$� <br />ULJ <br />f I— <br />Ln <br />O <br />z <br />z <br />S <br />m <br />rn <br />C� <br />z <br />g <br />LU <br />,-•I <br />0- <br />cn <br />5 <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSIQ <br />VERSION NO. 4wO <br />SHEET NO. <br />6.0 <br />