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c <br />d <br />M <br />S <br />n <br />0 <br />t <br />h <br />�a <br />x <br />00 <br />N <br />r` <br />II <br />H,B+ <br />1 <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2'-106" , 5'-11 <br />5'-4" <br />16'-0" 2 -9q 6'-10" <br />I I <br />r — — <br />.' . • ... I :: <br />:: I ■ <br />S 0'-O" ' <br />I <br />I I <br />O <br />-3 1/2" <br />I \ \ SINK / DISP <br />co I <br />In <br />I <br />L <br />\ I <br />\\ . I I D. W. I I I T <br />C C I <br />00 <br />III <br />A <br />S3 N <br />c <br />r <br />�- <br />I <br />I .. <br />IL -______ I CHASE TO ISLAND _-�; <br />-- _ <br />lI <br />o } I <br />TYP @1 <br />— —__--- <br />-----=�___- --- .. <br />I I <br />II <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />■ : PROVIDE 1 Y2' RECESS CJ L - _ _ _ _ _ _ _ - - - - J CJ OPT.-1- CJ CJ ; <br />KITCHEN ISLAND REF. <br />FOR SGD. REFER TO � � � ...................... ... <br />CJ : ■ <br />... ..... 10'-10j" <br />PER FIELD <br />MASON'S SLOPE FOR LOW WALLS ; ; <br />( <br />cq <br />CONQITJONS <br />: WIDTH <br />; <br />o <br />0 <br />rn <br />I 16'-10" <br />12'-10" <br />'v <br />INDICATES FILLED CELL w/ 3000 PSI <br />_ .......IIIII ..... . <br />CONC. GROUT FROM FT. TO BEAM I HVAC CHASE I .::::::::::::::::::...::::::::::::.. <br />I W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONC./PAVER TO BE 4" <br />: ■ <br />:.... <br />■ <br />■ <br />4'-0" <br />4-4- <br />4'-6" <br />I TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />( <br />"GRADE � PROVIDE Y2" x 9" <br />W/ 25" EXT. ABOVE SLAB 40 <br />� <br />SLOPE <br />STEEL" I RECESS FOR FRT. POOR <br />I <br />L <br />c <br />I 2'4"x2'-6"X 1'-0" �' <br />I .4" I <br />S3 <br />'7 <br />25'-1G& 9'-5 W/ (3) #5 E.W. <br />4•-4" <br />In <br />ao <br />00 <br />— — — — — — — — <br />....... .. . .................. <br />■ <br />A <br />CJ CJ ( <br />K <br />TS3 <br />`' <br />o0 <br />TYP @ 1 STORY S3 <br />: I CC <br />I <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />I 'i?i I AHU I <br />VERTICALS w/ in <br />2'-6" x 2'-6" x V-0" <br />: c" :. . <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />Frn _.- --- <br />2'-6"x2'-6"X1'-0" <br />II <br />c4i <br />W/ (3) #5 E.W. SOPT. D I <br />I <br />SLOPE <br />II <br />—3--o <br />■: -_= <br />5'-3" 1'-10" X-6" 0 r <br />II CV <br />■ : — CJ :: CJ — CJ <br />I <br />3-1/2" MIN 3000 PSI CONC. I I 2�-7a'� 6-5" <br />I <br />SLAB FOR HERNANDO : <br />I COUNTY ONLY <br />oQ <br />3-1/2" MIN 2500 PSI CONC <br />S3 <br />�► <br />( SLAB OVER 6 MIL VISQUEEN I M� I (:: S3 I <br />VAPOR BARRIER r iv <br />35'-4" r 20'-6" <br />r <br />■ I <br />( <br />BUILDER <br />I <br />I <br />PROVIDE <br />I <br />(2) #5 REBAR <br />0'-0" <br />APPLIANCEFILLED <br />VERTICALS w/ in <br />4 -0" <br />12 -1" <br />O <br />PROTECTION <br />CELL <br />W H• <br />°P <br />I <br />WHEN REQUIRE <br />D <br />PER FBC <br />----------- +- <br />. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . <br />--- <br />.. . . . . <br />—�' -- <br />. ..... . . .:. . . . . . . . . <br />---------�-' -- <br />. . •... .. .:. • <br />— <br />i--- <br />------- -I <br />■ <br />■ ■ <br />■ <br />IIIII. ■ <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />II <br />5' <br />H.B. <br />FOUNDATION PLAN <br />SCALE: Y4'=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 />CONTROL JOINT DETAIL <br />SCALE: 3/4 = 1-0 <br />;° `--#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />:r #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />• HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <br />cunt. around comer by cold <br />r bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 u <br />0- <br />C9 � <br />Z c) <br />Z <br />Q <br />a <br />U) z <br />L�o•1y� U <br />(1) <br />cn <br />w <br />M <br />•0 w <br />� rz <br />120 <br />f— <br />U <br />w <br />M <br />co <br />N <br />CM <br />u, <br />� o <br />_gipp <br />Z ��z z <br />LL� <br />W � ;P w <br />ate@ <br />LU <br />40 <br />4iJ�o.�r�N <br />� �1Y <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W� <br />ad <br />U <br />z <br />u� 2 <br />L� <br />IN <br />r4 <br />0ILL <br />0 <br />O <br />U <br />= <br />p1 <br />O <br />�uj <br />3 1 . <br />Q� <br />Z <br />W,Ln•t <br />W <br />z <br />LIi <br />2 <br />Z <br />�j <br />�S <br />� <br />N <br />Calw <br />O <br />O <br />oa <br />Z <br />g <br />= <br />rn <br />r_q <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO• 4z0 <br />SHEET NO. <br />6.0 <br />