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c <br />c <br />d <br />00 <br />C. <br />CN <br />CV <br />0 <br />w <br />1'-9$" L 3'-2$' 6 5-0" 1. 5'-0" 11 5'-1 <br />S-O" 01 <br />A <br />H.B.YP @ 1 STORY <br />. S3 <br />U.N.O. <br />_1n" 2'-10�a" 5'-11 <br />5'-0' <br />4" <br />0 <br />; <br />\\• <br />} o I <br />, <br />b <br />I -31/2" <br />SINK / DISP <br />} I <br />�-1 <br />7 <br />L <br />r <br />I \ \ D.W. j <br />A <br />CV <br />S3 <br />� <br />\ \ L _ - - J _ _ _ _ _ CHASE TO ISLAND <br />Gill <br />I I <br />TYP @ 1 <br />I- —I— - <br />■ <br />I I <br />- - - <br />--CJ-1I�I <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />1 RECESS \ CJ L------------J CJ OPT. :: -I-CJ CJ <br />: PROVIDE 1 /2' ESS , • <br />FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , • ; ; ; ; ; <br />• <br />; ; , ; : 10'-104" I <br />PER FIELD <br />MASON'S SLOPE FOR \ LOW WALLS <br />I <br />o <br />CONQT,JONS <br />WIDTH \I\ <br />;n <br />I \ \ 16-10" <br />12'-10" <br />et <br />\ \ <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />' ' <br />1- . <br />' <br />I CONC. GROUT FROM FT. TO BEAM \ \ HVAC CHASE " ' .......::::: ::::: ... . <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" <br />........ : ■ <br />� � IN <br />■ 4'-0" <br />4'-4" <br />4'-6" <br />TYP @ALL PLACES SHOW5" N \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS EMBED \ <br />\ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ `\ PROVIDE Y2' x 9" <br />—� <br />RECESS FOR FRT. POOR - <br />SLOPE I <br />19 <br />\ \ <br />STEEL" I \ \ 2'-6"x2'-6"X1'-O" FTG11' <br />\\ <br />( 4" <br />L <br />1 <br />o <br />_ <br />25' 10128" \ \ 9'-512s W/ (3) #5 E.W. <br />4'_4" <br />80 <br />IN <br />A <br />CJ CJ \ <br />T�\ <br />- <br />00 <br />TYP @ 1 STORY S3 <br />\ I S3 CC <br />I <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-O" <br />AHU I I <br />VERTICALS w/ in <br />r <br />FILLED CELL <br />7'-1" <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0"*AG <br />I <br />o <br />W/ (3) #5 E.W. <br />iSLOPEco I I-3 1/2" <br />� .................... <br />-- _._.- -.- _.__._ <br />5'-3" 1'-10" 3'-6" <br />INI CJ CJ CJ <br />`t <br />r 3-1/2" MIN 3000 PSI CONC. a" 6-5" 3'-2" <br />I <br />SLAB FOR HERNANDO : <br />COUNTY ONLY <br />I I K <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONC =tN �i� ' <br />S3 <br />�* <br />SLAB OVER 6 MIL VISQUEEN I '� S3 <br />I I <br />�`r'� <br />VAPOR BARRIER ' <br />35'4' 20'-6" <br />■ : I <br />:: I : ; <br />BUILDER TO <br />PROVIDE <br />i <br />(2) #5 REBAR <br />0'-0" I <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL <br />WH• <br />WHEN REQUIRED <br />�- <br />PER FBC <br />LM50 <br />— — — — — — — — — +- <br />— — — <br />- — — <br />— — — — — — — ---�' <br />— <br />— — <br />i-— <br />— — — — — — -� <br />- <br />■.............................. . <br />�...... . <br />.................... <br />_........ _............. ......... . <br />- <br />■ <br />■ ■ <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />5' <br />H.B. <br />7'- <br />FOUNDATION PLAN <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 114 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w z <br />wCO CL <br />CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />' <br />•• ' <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'�',�;"�',�;•'�;; <br />'; ;' <br />BAR ONE FOR EA. <br />• �'^ • •• �' ' <br />HORIZ. REBAR, TYP. <br />... <br />.. . <br />, .. <br />U.N.O. <br />•, •; •, <br />; <br />',_ <br />"'`Alternate: <br />; r ,; , <br />The reinf. bars shall be <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 />M <br />O <br />— O <br />z� <br />U, zE3 <br />V� C9 <br />w <br />•V w <br />O <br />o <br />�V) <br />C6 ~ <br />U <br />oco <br />m <br />w <br />f—E <br />N M <br />cn co <br />M <br />U <br />_ (D <br />ca ,-0 <br />O NO <br />bJ <br />t V 00 <br /><0 <br />¢ <br />Nao <br />nW <br />rn Q o <br />B D• <br />N C H D C <br />N �O <br />N <br />U Z W ���z <br />� <br />W a <br />W V>.=LLo �a <br />z s cZ5 o 0 <br />e ori¢ w <br />�� <br />a o •. <br />• U <br />LW_ SEN is <br />go <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />0 <br />,o <br />a� <br />z <br />w¢�� <br />go <br />Z Lu <br />�OwZ <br />a CO <br />o <br />O <br />z <br />L <br />L- <br />f <br />Z <br />O <br />} U <br />i Z <br />(43 <br />N <br />� <br />OZ <br />O <br />�_ <br />-W <br />� <br />U <br />0 <br />Z <br />O <br />0 <br />oo <br />O0r+ <br />�Yr <br />I-..0 •4 <br />° <br />�o� <br />LL, 57 m a <br />O a <br />�aQ� <br />N <br />zaIZa <br />WZ <br />Q <br />Lu <br />~l_u W <br />IS <br />z <br />z <br />� <br />r-i <br />o <br />III a 2 z <br />LU <br />J <br />L() <br />�-••) <br />W <br />6i <br />c <br />Q <br />0 <br />Z 0 <br />Y Q <br />00 <br />OFF <br />tV <br />ry) <br />Q <br />z <br />z <br />Paz <br />LA 0 <br />m <br />z <br />tj <br />an 0 <br />J �, <br />� <br />oo <br />g <br />-r <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 />