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D2 <br />�fQ <br />w <br />M <br />37'-8" 1. 6'-0" <br />0.7'-18" 5'-28" 6'-0" 2'-9" 5'-2" 5'-1" 6'-4" 5'-0" <br />3'-0" TYP <br />A L <br />S3 H.B. S3 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />■ ■ <br />■" "■ ■ ■ CV o <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2" x 9" N <br />q <br />- <br />*- <br />_ I PSI CONC. GROUT FROM FT. TO <br />BEAM W/ #5 REBAR VERT <br />- RECESS FOR FRT. DOOR <br />� 31/2" SLOPE <br />CD <br />;n <br />STEPS AS <br />(1) <br />In TOP OF CONC./PAVER TO BE 4" <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />0'-0" I PLACES SHOWN HOOKED FTG. <br />io BELOW FIN, FLR. 2'-0" 4'-0" 2'-0" � 6-0" 1'-10" 5'-2" <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C — ; <br />_ r ■ ■ ■ ■ <br />r TYP <br />PROVIDE 1 �" RECESS I <br />� FOR SGD. REFER TO <br />I HVAC CHASE AHU— <br />`r <br />w <br />o <br />L <br />S3 <br />MASON'S SLOPE FOR r <br />I WIDTH n <br />BASED ON <br />LOCATION I <br />/ I <br />i/ <br />in <br />I <br />I i� L_ ..... I (2) #5 REBAR <br />3 1/2" <br />I � <br />( g7-84 <br />`�' ' 4�-85 7' ' VERTICALS w/ in <br />FILLED <br />L_ <br />CELL <br />I <br />37'-52' 21'-24„ <br />54" 3'-8" I 7'-8" I <br />2'-1" -3 1/2" I SLOPE <br />01 4'-0" <br />; I G <br />; ; OPT. D <br />80 <br />rn <br />I S3 <br />: I CJ I I— — — — — —1 I CJ - - - - - - CJ I <br />- __� <br />.L........... �— ----J T IIL-----------' ---�' <br />y I I CJ I <br />- - -CD <br />- - - - - - <br />(0 <br />o <br />N <br />- - - - - - C <br />■ ' —I KITCHEN ISLAND- I Cl- TO <br />F II I I ISLAND <br />2'-6"x2'-6"x1'-0" LOW WALLS I I C O I <br />o <br />J I I J <br />l I t I S3 <br />D-W�-------- <br />o <br />T <br />W/3-#5E.W. CJ L�- <br />G SINK w/ DISP ,- <br />1 1 K <br />' <br />S3 iv <br />� I i S3 I <br />o <br />o <br />: 23'-11" 2'-10" 4'-14" <br />(2) #5 REBAR <br />A <br />S3 <br />° K VERTICALS w/ in <br />{ I' S3 FILLED CELL <br />o0 <br />CV <br />CJ CJ CJ <br />411 i <br />T — — I }—T...............I.:.......-............. T <br />I : rl <br />}'.'.'.'.'.'.'.:-- _: __ <br />N1I <br />� 0......................... <br />0„ <br />0) <br />o' <br />C? <br />Ila <br />I <br />.■ <br />//// I I I � <br />13'-54,• o 7 -2" l <br />■' CJ CJ <br />//. <br />I I <br />:: <br />CJ CJ <br />; ..::� '✓/.� ..... :.....: I.......: <br />50 <br />lco I <br />/ <br />LO <br />.. I <br />° <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />a <br />/f/ I Ili <br />SLAB OVER 6 MIL VISQUEEN <br />I VAPOR BARRIER ( : ■ <br />/ 44 I I a gib° I <br />(3000 PSI CONC. SLAB FOR ; <br />HERNANDO COUNTY ONLY) <br />CP <br />i <br />�--------1----- ---- I ----I-- <br />-------------- -F--------- -j ; <br />.(y . <br />■. . . . . . . . . . . . . . • . . . . .:. . «.. . . . . . . . . . . .:. . .� . • . . .�.. <br />. <br />..■. . « . . . . . • . .�.. ..■• . . . . . . . . . . . . .■. . . . . . . . �. ■ ■ <br />H.B� <br />7'-2" <br />5'-2" <br />6-ai� <br />I - <br />A <br />S3 <br />6'-0" 3'-0" <br />10" L 4'-8" L 4'-8" I. 5'-2" L 5'-10" <br />FOUNDATION PLAN <br />SCALE: ,.-,..a. <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 />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />I r <br />; .: • <br />r. <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />' •- ' <br />HORIZ. REBAR, TYP. <br />.. <br />•, . <br />• :: <br />U.N.O. <br />• <br />• °. <br />*"Alternate: <br />The reinf. bars shall be <br />r <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 />0 tp <br />z M <br />O <br />z <br />a <br />Uj <br />z <br />U)Qj <br />w <br />•U w <br />Oc <br />�N <br />0R <br />U <br />w <br />MIN "— <br />S <br />m N <br />N M <br />jC0 O M <br />rj o N <br />ni <br />U �i <br />�3 <br />m <br />" � <br />0 n; <br />0 <br />¢ <br />� <br />rn¢4d <br />N•CB D C <br />N A <br />U) Z WZ z <br />CHOI=B <br />< <br />IUL ��� <br />.ASE <br />WWDW. Q Com <br /><-Y= • v Gj�J t <br />r <br />9 <br />I0 <br />a <br />°trftfSrfl;lll��.�0NN <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 61h Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LE IV IV A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0z <br />0 <br />IY <br />❑ <br />za <br />f ¢ <br />o Z— 0 <br />—J <br />wY. <br />Q ZZ <br />� J <br />-a <br />Z <br />[WdC (p�co <br />Su N <br />_0 <br />80 <br />z <br />L <br />> <br />rU O <br />Z <br />� <br />/'\ <br />g <br />z <br />< <br />Z <br />LL O <br />J <br />O <br />U <br />rl <br />0Z. <br />0 <br />Y <br />aa <br />U <br />:NF <br />Z�< <br />Wa <br />Zr-I <br />3 C tj <br />J <br />rI <br />I LU <br />57 <br />Q <br />2: <br />QUj <br />z <br />F- <br />�Qz <br />N <br />O <br />00 <br />z <br />to <br />0 8 <br />m <br />00 <br />g <br />= <br />¢ uj <br />.--I <br />a <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4v0 <br />SHEET NO. <br />6.0 <br />