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O <br />O <br />v <br />00 <br />64" 1-95„ 3._23" 5'-0" 5'-0" <br />3'-0" <br />A <br />H.B. TYP @ 1 STORY S3 <br />I U.N.O. <br />" 1. 6-0" <br />2'-102�" . 5'-1 <br />L <br />�...---o <br />b <br />r--------- i-.�.�.�.�.�.�.�.�....- 1----------- ::---------1--- <br />II---b------� <br />I <br />CDM <br />;t <br />I <br />j I <br />.0� <br />\ <br />\ <br />*\I <br />I �. <br />16' <br />\\ <br />O ■ <br />I <br />\\ <br />-31/2" <br />-SINK / DISP <br />II <br />L <br />) o <br />D.W. <br />liI� <br />A <br />SN <br />b <br />\ \ I L — — — J I CHASE TO ISLAND <br />___I_a__o____ <br />=L =__ :' <br />o I I <br />1 i <br />TYP @ 1 <br />---- -----=------- <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 �" RECESS \ \ CJ L — — — _ — _ — — — — — — J CJ OPT.:: —I— ej Ci : <br />FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , , : ; : <br />CJ _I .l I : ■ <br />; ; ; ; 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR \ LOW WALLS ; ' <br />I <br />o <br />CONQT�JONS <br />WIDTH <br />LO <br />I \ \ 16'-10" <br />12=10" <br />r <br />\ \. <br />INDICATES FILLED CELL wl3000PS1 <br />' <br />CONC. GROUT FROM FT. TO BEAM I \� \ HVAC CHASE I <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON SO.-O., TOP OF CONC./ PAVER T BE 4" <br />. . <br />::::: ■ <br />■ ■ <br />■ 4'-0" IL <br />4'-4" <br />4'-6" <br />TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED \ <br />\ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ PROVIDE,'2 x 9" <br />\ <br />STEEL" I \ I RECESS FOR FRT. POOR �? <br />SLOPE <br />L <br />v <br />o <br />\ <br />\ \ 2'-6"x2'-6"X1'-0" FTG 'n <br />\ <br />I -4" I <br />S3 <br />25'-101 a" <br />\ \ 9'-5&18" W/ (3) #5 E.W.50 <br />4 <br />10 <br />00 <br />K <br />T_ <br />00 <br />TYP @ 1 STORY S3 <br />: \ I CC <br />S3 <br />I <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />Sri I AHU I I <br />VERTICALS w/ in <br />FILLED CELL <br />7'-1 <br />W/ (3) #5'S E.W. <br />r <br />Y <br />2'-6"x2'-6"X1'-O" <br />I G <br />o <br />'' <br />eo <br />C.;) <br />W/ (3) #5 E.W. <br />S3 o <br />I I I OPT. D PT. I : -3 1/2" <br />SLOPE <br />100 <br />5 -3" 1'-10 3-6" O r <br />M <br />N <br />N <br />it <br />O <br />3-1/2" MIN 3000 PSI CONC. I ' 7-73" .. <br />a 6-5" 3'-2" <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />I I K <br />J <br />00 <br />3-1/2" MIN 2500 PSI CONC N - - <br />S3 <br />SLAB OVER 6 MIL VISQUEEN �' I S3 <br />I <br />VAPOR BARRIER '' r ' r <br />35'-4" 20'-6" <br />■ I <br />I <br />BUILDER TO <br />O O'-O„ I <br />:: I :: <br />PROVIDE <br />I <br />I ; <br />APPLIANCE <br />wAR <br />VERTICALS <br />4'-0 12 1 : <br />O <br />PROTECTION <br />FILLED CELL <br />:: • .: <br />I <br />W.H. <br />WHEN REQUIR <br />D <br />PER FBC <br />------------+— <br />-- <br />— -- ----------�' <br />-- <br />— <br />i-- <br />------J <br />■ ............................... <br />...... <br />......................................... <br />■ <br />■ <br />■ ■ <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />:f <br />H.B. <br />7-1 <br />FOUNDATION PLAN. <br />NOTE: <br />0 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 />j -� W <br />U) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />:;: <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />��' <br />#5 X 25" X 25" CORNER <br />�'• ' �' ' <br />_ <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />.. <br />'• <br />.., <br />U.N.O. <br />:.':' :.':' , :' <br />r .• • <br />�. <br />"Alternate: <br />The reinf. bars shall be <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 />O v <br />7F MJ <br />O <br />— O <br />z� <br />U, z <br />u, <br />w <br />� C] <br />.O w <br />N <br />�r <br />(Q U <br />o <br />m N <br />W <br />~ <br />N Cl) <br />Cn <br />U <br />= a) <br />N �CC <br />O O N <br />U <br />— LL 08 <br />00 <br />< o <br />¢ rn <br />no <br />� o v <br />o <br />B D®p <br />N <br />to YI .w O Vi N <br />O <br />Z W �Mo�oz <br />.2C,C o a <br />LL <br />W ot I i� N <br />Us U> tam — O Rn <br />Z N c4� <br />LL Z �a <br />W <br />4 `��iY1`f9 RS344 /�`�.�•� <br />,..,.. <br />J x <br />_J <br />r-����rm <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. 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 <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />Lo <br />LU <br />z <br />¢Cex <br />w <br />g Lu <br />^J <br />�ozZ <br />LD <br />K J <br />{.L <br />z <br />LU <br />U' N <br />o <br />W <br />moo <br />Q^ <br />z z <br />y_ <br />I..L. <br />Q <br />z <br />z <br />z <br />az <br />O <br />z <br />LL <br />�w <br />fig. <br />U <br />= <br />O <br />Z <br />OOC <br />��0 <br />O <br />06 <br />J <br />G <br />U0ce <br />OP <br />w�¢ <br />Z <br />T-4 <br />Lau <br />W <br />a uj <br />F z U <br />J <br />T--•I <br />u <br />gad <br />OO <br />R <br />Z <br />a <br />N <br />Z <br />ZS <br />m <br />Z <br />W <br />_ <br />2 <br />�z <br />¢f <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO' 4nO <br />SHEET NO. <br />6.0 <br />�fl11�-FI hvi: I .NIi .k�i W..i I _.h Ire_ 1, 11�I III 1 11 1 1 1 1--1 1 1 11 _ 1 _1F__ ,..I���,Ii <br />