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V-6" U-75„ 6,4$„ 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2$" 7, 1$„ <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />, <br />r--------------F— <br />--- <br />:: o -- <br />o ----------r: — ---BUILDER <br />TO <br />co <br />4'-0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />O 2 #5 REBAR <br />O <br />p�_p�= <br />I <br />:: <br />:: (: <br />I <br />PROTECTION <br />WHEREQUIRED <br />I <br />VERTICALS w/ in <br />■' I <br />(: <br />FILLED CELL <br />:: <br />PER <br />35`4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC.N <br />00 <br />I SLAB FOR HERNANDO r I I: K N I <br />J <br />COUNTY ONLY S3 <br />3-1/2" MIN 2500 PSI CONIC <br />SLAB OVER 6 MIL VISQUEEN Z-7434'-9" 4'-10" <br />VAPOR BARRIER <br />— CJ •GJ — CJ <br />Eo <br />M <br />5-3 1'-10 T-6" - <br />O <br />I N <br />— — _ — — <br />------------------------- <br />o <br />M <br />M <br />2'-6"x2'-6"X1'-O" FTG G <br />I W/ (3) #5 E.W. S3 �._ _._.� �T 3'-5" <br />SLOPE, <br />T-1" I <br />REBAR <br />■ • I Ala • • ' T <br />x 2 <br />I -1 I AHU I <br />VERTICALS w/ in <br />W/O # 5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />/ K CC <br />S3 <br />ici <br />FILLED CELL ( <br />_ <br />co <br />CJ y / <br />....... . ... ..—......—.. <br />..—..... <br />o <br />..._....... <br />io <br />25-1047z„ —'-58,,,........ <br />1s a <br />■■ <br />4'4" <br />00 <br />2'-6"x2'-6"X1'-0—TG <br />W/ (3) #5E.W. <br />f-4" I <br />L <br />o <br />INDICATES FILLED CELL w/ 3000 PSI I I 1 „ �, <br />CONC. GROUT FROM FT. TO BEAM / / PROVIDE x FRT. <br />W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FDOOR <br />SLOPES ( <br />I <br />S3 <br />d <br />rn <br />TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC.I PAVER T BE 4" <br />4'-0" <br />4'-4" 4'-6" <br />' I HOOKED FTG. DOWELS 5" EMBED / / BASED ON ®0'-0" BELOW FIN. FLR. <br />■ <br />: ■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I �' LOCATION I • • ....... .... .. <br />..........:::: ' ..... <br />/ ::. ; : ; .... ::: ::: <br />STEEL" /�/ <br />::::::: <br />.... _ ........ ........ <br />7-7--------� <br />4'-0,= <br />16'-10" <br />10'-104 <br />ra <br />STEPS AS <br />/ / <br />I PROVIDE 1 Y2" RECESS <br />REQUIRED <br />PER FIELD <br />( FOR SGD. REFER TO / KITCHEN ISLAND :: <br />MASON'S SLOPE FOR " OPT. ; •' :::: ; ........... "" ' "' ' <br />LOW WALLS <br />iC11 <br />" ' •' •.::: • ' <br />CONDITIONS <br />WIDTH / ii/CJ ----- —� REF.I <br />CJ <br />CJ <br />i <br />— — <br />F <br />_ — <br />I / %/ — i�----� — -- — CHASE TOI ND <br />° I I <br />t I <br />TYP @1 <br />STORY U.N.O. <br />:: <br />D.W. ° ° '*; <br />DO <br />• ' <br />i�l <br />,- <br />I I I I I , <br />Ii I <br />A <br />00 <br />LL_ — J— <br />:: III eo <br />-- <br />/ / SINK t DISP <br />-31/2 „ <br />/ / <br />I <br />P,„ <br />� I •■ <br />41 <br />/ .. <br />.• III I • <br />t <br />y <br />CD <br />'---------- <br />"0" <br />-- I---------- �--- I-----------�- <br />f' <br />— ---—........................ o------j :.................. <br />.................------- <br />..... <br />TYP @ 1 STORY <br />H.B. U.N.O. 3 <br />-4„ L V 8„ 1, 3'-28„ 1. 6-0" L 5'-0" L 5'-1 <br />2 <br />2'-1 M" I. 5'-11 a, I. s'-w I R.-All <br />i <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 113 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />Uj <br />CONTROL JOINT DETAIL <br />SCALE: NITS <br />#5 CONT REINF. SEE <br />. , • <br />r_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />�•' ' ' �' <br />�'' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />'•. , <br />,r <br />. „ <br />U.N.O. <br />. , <br />•- ' <br />"Alternate: <br />•; r <br />The reinf. bars shall be <br />•. • •. • •. • • °, <br />��: ,. .•��: ,. r rr. ,. err. ,. • ♦�. ,. r ♦�. <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap ofi25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NTS <br />II <br />_ d , __. <br />t�LO <br />Z Q0 <br />2 <br />z <br />E3 <br />V) C0 <br />low <br />w <br />Qw <br />t— <br />i� t/) = <br />o <br />ci <br />o � <br />m N <br />_ <br />E WINM- O <br />N"ma. M <br />= gi <br />p p NO <br />- 00 <br />_ -00 <br />Q. Cn <br />0 <br />rn <t d <br />BID. <br />N �D <br />O M C" W <br />U) <br />CLU <br />ii i/ tL O W <br />v aw <br />10 <br />z 0 <br />LL <br />\7-. ••, SE • .,fi r—I` <br />W F G.CO = d <br />• <br />� : <br />tu <br />f� iy f Vf <br />rse •• '^_ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings complywith the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and sea[ is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />� z <br />"o <br />� F <br />Wa`�'ir <br />oo °Q <br />�z• <br />` <br />Lu Ce <br />U 2 Z <br />rsowz <br />^J <br />LL <br />ag� <br />z <br />� 2 <br />/• <br />0 <br />�o <br />Q <br />z <br />CL <br />f -- <br />< <br />o <br />z zz <br />I-- <br />�z � <br />z <br />0 <br />z <br />O <br />� <br />�' W <br />U <br />_ <br />cr) <br />0 <br />Z <br />z <br />o <br />0 <br />a u r- <br />N <br />z<za <br />ui W <br />� Lu <br />Q <br />z <br />oo 2 <br />LL <br />57 <br />LU <br />Q <br />-z <br />2 0 <br />N <br />00 <br />'� <br />d <br />z <br />zQz <br />z <br />co <br />�n <br />z <br />�, <br />= <br />In <br />0 <br />g <br />rn <br />T-4 <br />a- <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAM ES <br />VERSION N0. <br />4n0 <br />SHEET NO. <br />6.0 <br />