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re= <br />�M <br />C <br />c <br />V-6" <br />5'- <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />65'-0" <br />T- <br />H.B. <br />3'-0" <br />8'-6" <br />.°. <br />.o <br />.-:-- •------�:, <br />00 <br />I•-----------+- <br />---...:.. <br />--.. <br />— -- <br />BUILDER TO <br />+-- <br />-------1 <br />d <br />4'-0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />2 #5 REBAR <br />O <br />o, o„ <br />:: <br />: I <br />PROTECTION <br />WHEN REQUIRED <br />VERTICALS w/ in <br />FILLED CELL I <br />PER FBC <br />• <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />OP <br />I SLAB FOR HERNANDO <br />COUNTY ONLY <br />I <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-74' 4'-g" 4'-10 <br />VAPOR BARRIER <br />■ I — CJ :: GJ I : _ CJ <br />- - - - - - - - - - - - <br />5'-3" 1'-10" 3'-6" ' r <br />`v' <br />7 <br />I I• N <br />I O............ <br />--------------------------- ------ <br />- ....................00 <br />� 0 <br />I <br />P . W T. D <br />I I : -3 1/2" <br />( <br />o <br />M <br />Cl)2'-6'•x2'-6"X1'-O" <br />FTG G <br />I W/ (3) #5 E.W. S3 <br />e. 3'-5" <br />SLOPE <br />7. 1„ <br />IL. <br />■ ; ( :: I ' F- <br />2'-6" x 2'-6" x 1'-O" <br />I N I :: AHU ( I <br />VERTICALS wAn <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY A <br />U.N.O. <br />K S <br />:�' ( S3 <br />ici <br />FILLED CELL <br />00 <br />S3 <br />• <br />J <br />CJ--1 <br />. . ... ... .. . .. . . . . . . . . . . . . . . . . . . <br />_ <br />O <br />i ........ — — — — — — — — <br />O <br />bo <br />I 26-10 28" i i g -51 s <br />4,�„ <br />00 <br />2'-6"x2'-6"X1'-O' FTG <br />W/ (3) #5 E.W. <br />I �-4"CY) I <br />L <br />o <br />I INDICATES FILLED CELL w/ 3000 PSI I PROVIDE %2' x 9" to <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT.DOOR- <br />SLOPE <br />S3 <br />i,o <br />in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />@ <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />::::: ; :: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I LOCATION ..::::::::::::::::::::::::::::::::. ::::::: ; ::: . .. ' ' ::::: <br />STEEL" i <br />... .............� .......... . <br />4'-0„ <br />16'-10" <br />• '12'-10" <br />o <br />STEPS AS <br />: PROVIDE 1 y" RECESS i i10'-10�" <br />( <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. .......... """ : ' ' ' <br />LOW WALLS <br />icj:- <br />4 <br />: ' ' :: : <br />I <br />CONDITIONS <br />WIDTH i i - - - - <br />CJ r-- -� ICJ- <br />M REF. :i <br />CJ-�}I ■ <br />_ — <br />_ _ - _CIJ <br />- - - - - - <br />— �� —---t—I------ ----- �— r rt <br />_ � - - - -_ �� �_��; <br />—=— --_--- :: <br />- - - <br />- - - - <br />° I I <br />TYP @ 1 <br />I F l I CHASE TO ISLAND <br />,... <br />.. t I <br />I <br />STORY U.N.O. <br />N <br />�T <br />S3 <br />I <br />I i i I I D.W. I I I•• <br />I t <br />qLO <br />, <br />rn <br />in <br />I °' SINK I DISP <br />co <br />-3 1 /2" <br />i i <br />/ 2'-g3,. 1 <br />16'0" 4 6' 0" I .. <br />I t 0'-0" <br />I <br />ij <br />It <br />t M I: <br />----------+---------- —�—--------- .---------I-- <br />-L--- �---------J <br />, <br />■. .. � .:. ......... �............ � .. .:.. »�. . ....... .�................... »�.. <br />............ ........ii ■ <br />H.B� <br />T-0" <br />5'-4" L 1'-18" L 3'. <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" <br />-10" �. 6'-0" �. 6'-0" �. 3'-10" �. 2'-1Q� 5'-1164" L 5'-0„ L 5.-4„ <br />FOUNDATIO <br />N PLAN. <br />. <br />SCALE: %4'=1'-0" <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 />'V , z <br />w J <br />U) a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />:;= <br />#5 CONTINUOUS <br />. j ' <br />; .: • <br />'•_ <br />REINF. SEE FND. FOR <br />' <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' �'• ' �'' ' �' <br />��' <br />' _ <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />'.. • <br />.., <br />U.N.O. <br />-Alternate: <br />The reinf. bars shall be <br />• <br />�. �. • • • �. - *. <br />•r.;• •r.;• •r.; •r.;• •r•:• `r <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 />;f <br />� C <br />w i <br />Z <br />z�z <br />Ln'nU' <br />W C <br />4 --J w <br />OLIJ <br />o <br />r—23 Cl) <br />�6 U m N <br />W e) M <br />m Cl) <br />cc M <br />® UUU <br />O O N <br />LL' CO <br />U . <br />=W <br />< <br />a) <br />no rn LoQv <br />4o <br />rn Q o <br />B D®c�H <br />D c <br />=Jl <br />N N <br />R z N <br />o �� Z6 <br />Z W` ��� � � z <br />OO Z <br />U) <br />1.r 1? M <br />� u? <br />_ d- <br />ED w <br />LN IV ¢ U-t a <br />Z Co. am ¢ �' <br />� <br />�.60pl3�l'�6'A dam, <br />um <br />4m. o•'�SE •,� <br />¢VI <br />G.CQAUA <br />Ss. <br />W <br />O <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 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />za <br />f <br />z <br />w¢0'0° <br />0 <br />oo <br />- <br />H <br />^ <br />L1� <br />O w W <br />.2 <br />a <br />Z <br />© <br />O��o <br />u 0 <br />OO <br />UjUl <br />L <br />W <br />� <br />¢ <br />Z <br />rU <br />f O <br />z <br />DC <br />Z <br />z <br />O <br />z <br />O <br />�_ <br />-w <br />U <br />O) <br />p <br />z <br />O <br />o�Z <br />�o <br />�� <br />J <br />95, <br />C <br />uj <br />Z <br />N <br />Z� <br />w�a <br />� <br />Q <br />aaf� <br />HDet., <br />aO <br />Z <br />Z <br />t-i <br />wo�� <br />a s t <br />J <br />Lr)4 <br />r-I <br />W <br />Z <br />w w � <br />~ z o� <br />o <br />� <br />Z <br />Z <br />� <br />o <br />0 <br />CIO <br />oo <br />S <br />= <br />an <br />f <br />11n <br />U) <br />SCALE : AS <br />NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4n0 <br />SHEET NO. <br />6.0 <br />