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I I I__ I I _III L_ <br />4 <br />d <br />�I00 <br />L� <br />Li00 <br />5'- <br />6,48.- <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />6'-0" <br />65'-0" <br />5' <br />H.B.+ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />r---------+— <br />--- <br />=: ° -- <br />° -- <br />-------T: <br />— -- <br />BUILDER TO <br />+--- <br />------, <br />oo <br />; I <br />: ; <br />4'-0" <br />12'-1" <br />PROVIDE <br />APPLIANCE <br />(T #5 REBAR <br />I <br />O <br />PROTECTION <br />WHEN REQUIR <br />D <br />VERTICALS in <br />FILLED CELL <br />PER FBC <br />35'-4" <br />20•-6" <br />3-1/2" MIN 3000 PSI CONC.�, <br />00 <br />I <br />SLAB FOR HERNANDO M <br />K N <br />J <br />COUNTY ONLY <br />S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2'-74 <br />4'-9" <br />4'-10" <br />VAPOR BARRIER <br />■' <br />—CJ <br />:: GJ <br />—CJ <br />9 <br />IT <br />II <br />5 -3 1'-10" T-6 <br />7 <br />I <br />O I <br />N <br />M <br />0o <br />M <br />I G I <br />2'-6"x2'-6"X1'-0" FTG <br />I W/ (3) #5 E.W. <br />I <br />_ _ _ <br />P� T. D -3 <br />1/2" <br />I <br />3'-5" <br />I <br />SLR I <br />7'-1" <br />(2) #5 REBAR <br />■ I =� I ' ' <br />' ' <br />2'-6" x 2'-6" x <br />AHU <br />"' <br />I <br />I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />ici..... <br />; <br />( <br />K <br />S3 <br />CC <br />S3 <br />FILLED CEA <br />o0 <br />S3 <br />• .� <br />... ..: :....... .. ..........4 <br />0o <br />..... .. <br />25'-1012g <br />.. <br />. ...... .. .......... <br />9'-`�I28 — <br />■002'-6"x2'-6"X1'-O" <br />FTG <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />' I <br />W/ (3) #5 E.W. <br />PROVIDE %2' x 9" '" <br />RECESS FOR FRT. OOR <br />SLOPE I <br />L <br />S3 <br />- <br />o <br />in <br />HVAC CHASE <br />4'-O" <br />4'-4„ 4 6., <br />Z�l <br />TYP @ ALL PLACES SHOWN <br />TOP OF CONC./ PAVER <br />T BE 4" <br />A. <br />HOOKED FTG. DOWELS 5" EMBED <br />BASED ON <br />0 -0 <br />BELOW FIN. FLR. <br />■ <br />■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I �' LOCATION I ..::::::::::::::::::::::::::::::::: ' ' <br />STEEL" <br />��' <br />::::::::::: <br />::: <br />::::: <br />:::::::...: <br />.... _ .......� .......... . <br />16'-10" <br />-----,----- <br />12,:10.. <br />c <br />4'-0" <br />o <br />STEPS AS <br />; <br />PROVIDE 1 Y2" RECESS i i <br />I .... .. <br />I <br />1 ; <br />10-104" <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />KITCHEN ISLAND <br />LOW WALLS OPT. <br />' <br />CONDITIONS <br />■ • <br />WIDTH <br />C-�--rt--—l}— <br />- - - - - ; ; <br />REF. <br />� �Jicj: <br />CJ �1 <br />' ■ <br />�� <br />- <br />- —.ci <br />; i <br />- - TO ISLAND <br />- <br />- - <br />- - <br />- <br />- rt--I- - <br />- - - <br />° I1 <br />- - - <br />TYP 1 <br />I <br />IF <br />I I <br />i I <br />I CHASE <br />I I <br />D.W. 100 <br />.. <br />b <br />; ,� <br />I i <br />... I} t <br />I <br />STORY U.N.O. <br />N <br />A <br />o <br />o <br />S3 <br />i I <br />I <br />I <br />op <br />'' <br />I <br />i� LL <br />:: <br />:: Ili <br />M <br />LO <br />S3 <br />10 <br />10 <br />I <br />I <br />=_—�— -- I <br />SINK N1 DISP <br />I <br />I <br />I 31 /2" <br />Cd <br />4, <br />r <br />4 <br />r <br />L <br />— <br />-- <br />__. <br />__-__ <br />■ . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . .: E. <br />« ■ . . �. <br />.: « <br />.. ■ . <br />■AL <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-0" I. V-10" <br />T-10" ), 6'-0" 6'-0" L T-10" L 2'-104" L 5'-11 a"L 5'-0" L 5' 4" <br />FOUNDATION PLAN <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />w <br />w <br />z <br />a <br />CONTROL <br />JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• • • <br />•.- <br />#5 CONTINUOUS <br />.�: <br />�• <br />; . _• <br />'•_ <br />RE INF. SEE FND. FOR <br />Q UANTITY <br />#5 X 25" X 25" CORNER <br />'• �• ' <br />BA R ONE FOR EA. <br />' ' ' <br />HO RIZ. REBAR, TYP. <br />'� •� <br />U. N.O. <br />�. <br />•,' <br />' • <br />**Alternate: <br />' ; • <br />The reinf. bars shall be <br />;� •';Y �'�;; :;: •';;; •'�;; <br />cont. around corner by cold <br />•; •; •: •; •; <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />U <br />Z M <br />— o <br />Z cry <br />Z <br />CL- <br />V) z <br />N U <br />� C <br />w <br />M p <br />O w <br />F- <br />m N <br />w <br />$ <br />d m <br />c-0 M <br />C N <br />�� Co, <br />U <br />o <br />¢ rn <br />�cxv <br />obi ¢ o <br />B D. <br />` :B o. <br />=JJ <br />N <br />cn 'itit 00. <br />Z W Ndz z° A <br />.�.. ('7 = <br />09 <br />W ,1,1 tt r�ryy�� <br />1 m12 <br />ri/1,+'= <br />�' <br />ess <br />' N':FDSENG :) <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 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />w� <br />z <br />w¢Wx <br />go�00 <br />w¢Q <br />2z ZZZ <br />W -j <br />cc <br />'�` <br />zA <br />O <br />8 � N <br />W C <br />g <br />L <br />V/ <br />CL <br />� <br />Y U <br />Q <br />fz <br />z <br />Z <br />O <br />L <br />w <br />U,f <br />U <br />= <br />� <br />� <br />O <br />Z <br />ogZ <br />0 o <br />TL-n <br />CD <br />l;oo9: <br />g<Q� <br />(7 w <br /><a <br />Z <br />Z <br />•--1 <br />J <br />L!) <br />rl <br />W <br />W <br />Z <br />Qww <br />U <br />gam <br />Uj ug <br />Cq- <br />�O <br />Z <br />tj <br />co <br />O <br />oo <br />Z <br />g <br />= <br />J z <br />1:8 <br />f <br />rn <br />V-•1 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />