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a <br />12 <br />Z, <br />i <br />b <br />a <br />00 <br />a <br />Gj <br />0 -v 1. TYP 2'-6" x 2'-6" x 1'-0" <br />A L W/ (3) #5-S E.W. <br />S3 H g I I <br />S3 <br />— — — — — — — — <br />— — " — — — 0 A <br />r— <br />INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2 x 9" rN <br />._ <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />• RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />in TOP OF CONC./ PAVER TO BE 4` —� I <br />c�0 <br />' <br />� <br />STEPS AS <br />ABOVE SLAB TYP @ ALL <br />Y <br />`4 BELOW FIN. FLR. � " 1 " <br />REQUIRED <br />PER FIELD <br />0'-0" 1 PLACES SHOWN HOOKED FTG. <br />I <br />2 -0" 4 -0' 2'-O' 6'-0 1'-10 5'-2 <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />; <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C ._ <br />4°° <br />• . ) ■ ■ ■ ■ ■ ■ <br />- _. <br />TYP <br />- <br />I PROVIDE 1 Y" RECESS I <br />FOR SGD. REFER TO <br />- -+4 -. <br />I HVAC CHASE I AHU (; ; — — — — — — — — <br />L <br />MASON'S SLOPE FOR <br />I WIDTH LID <br />BASED <br />BASED ON I; ; <br />i I: ; W.H. I <br />v/ I <br />ro <br />I I <br />I I �� I <br />�31/2" <br />I <br />32'-84" <br />`�� 4-8$" �' VERTICALSw/in <br />CELL <br />L <br />I FILLED <br />I <br />— — <br />37-5�" 21'-2�" <br />5--4" 3'-8" I 7'-8" I I <br />2--1" a-31/2" 1 SLOPES <br />4'-0" <br />I G <br />; ; OPT. D I <br />• <br />00LO <br />S37 <br />CJ - I r-- — — — -- — - <br />— - - - - - - - - _ - _ IC11 JI4.T.sy <br />CJ��L--- <br />—J <br />asry..l- - - - I CJ ' s <br />- - <br />Zo <br />CN <br />.I.........i------- 1 <br />___�-_-----_-- <br />II SETO <br />■'.' .1II .......... <br />KITCHEN ISLAN FCHA <br />- <br />I <br />1 J <br />I I <br />LOW WALLS I E I ISLAND <br />x2'-6x1'-1 <br />S2•-6 <br />o,"- <br />W/ 3#5 E.W. �- - <br />' I <br />§INTI S-P <br />K <br />r> <br />N <br />I <br />o2-6 <br />I 23'-11" 2'-10" 4'-1 <br />"' <br />III <br />(2) #5 REBAR <br />cv <br />A <br />A <br />I CJ CJ CJ <br />a { ° K VERTICALS w/ in <br />FILLED CELL <br />I.'.'.'.'.'.':.: <br />.......... . � ...................... T <br />• • • • • • • • • • • • • • • • • • • • • • • <br />::::::::::::::::::::::: :::..::::::::::::::::::::::.: :::.' ■ <br />•� �- - - - - - - <br />N• <br />• • <br />1I � 0'-0" <br />� <br />0 <br />rn <br />..... .. C;2 <br />c? <br />&D <br />: I : ■ <br />ih <br />13 <br />CJ j CJ <br />I ( r <br />CJ CJ <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />III <br />SLAB OVER 6 MIL VISQUEEN <br />1 ■ <br />/ I • I a I <br />VAPOR BARRIER I : <br />(3000 PSI CONC. SLAB FOR I <br />I i ? <br />I 4 <br />i 1 <br />HERNANDO COUNTY ONLY) I <br />of <br />0 <br />cc <br />------- ---- ---- )la --- <br />------------------------ <br />■.................. ........................... .. .�y .. .�» <br />»�..» ..-':.. »■. .�. .. ................................... <br />3'-0" <br />li<flill <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 />WVVF PLACED IN r1/8" 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 />LU <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#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 />:ont. around corner by cold <br />lending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />Z � <br />Z <br />Q <br />a <br />(n z <br />cn <br />Lu <br />r� <br />•O w <br />N C <br />m N <br />008 <br />U <br />T7t,( � 00 <br />y <br />Q p <br />YiCl <br />VVVWJJJ <br />e o.� <br />-* <br />� yW � N I� <br />Z z G.' z <br />I' <br />F� <br />LU a <br />lil`V <br />d 40o <br />r'• <br />Y <br />l/r RQFES\ <br />r�rf`�''�++trtttttttt�4`�� <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 drftft 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 />g� <br />Q <br />a <br />a <br />F <br />Z <br />C�,,,e <br />I.. <br />L:1 <br />0 <br />c <br />OILL <br />w <br />LA <br />Lij <br />z <br />z <br />co06 <br />Z <br />5 <br />t-u <br />= <br />rn O <br />.-1 <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSKI <br />VERSION NO. 4nO <br />SHEET NO. <br />6.0 <br />