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c <br />00 <br />54' <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />H.B.' <br />I <br />KY <br />I <br />c <br />N <br />Ili <br />' <br />I <br />23'-j"°° <br />I <br />OPT. D I QPT. V_J1 <br />TYP @ 1 STORY <br />.) I <br />_ _ t - <br />--------•--r.T_=� <br />31 /2" <br />�- <br />SLR I <br />ill <br />U.N.O. <br />T�=..1Y_...._.__._.__.._._ <br />_ <br />10 <br />A <br />I <br />T <br />IrI <br />F- <br />S3 <br />t` <br />ICI} <br />: II <br />T' <br />�'Ci <br />= <br />o <br />o> <br />• I - �— <br />■ <br />I <br />— - - - <br />coo <br />INDICATES FILLED CELL w/ 3000 PSI <br />: I CONC. GROUT FROM FT. TO BEAM <br />I�- CHASE TO <br />I I ISLAND I ' <br />I :: <br />I <br />BUILDER TO PROVIDE J <br />= <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ALL PLACES SHOWN <br />KITCHEN ISLAND <br />j j LOW WALLS <br />I <br />K <br />S3 <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC S3 <br />I <br />I HOOKED FTG. DOWELS 5 EMBED <br />�c- - - - <br />�� <br />W/ 25' EXT. ABOVE SLAB GRADE 40 <br />I <br />STEEL" 25'-6" <br />I <br />I I 1 <br />20'-6 <br />T-0" '-0" <br />4'-0" <br />= <br />STEPS AS�Illo <br />REQUIRED <br />II r�a <br />I I I I g L Jql I;: <br />7�_5�� 7.1" <br />K <br />CC <br />( <br />CC <br />PER FIELD <br />CONDITIONS <br />-_ 3 <br />I q Ile <br />I PROVIDE 1 Y2" RECESS I I I II r ��gl9 �;: <br />I I <br />" 1, <br />�2 -6 x 2 -6 x 1-0 <br />rr WI (3) #5'S E.W. <br />■ , FOR SGD. REFER TO I I I �L �J�I <br />I MASON'S SLOPE FOR �' I III III I <br />WIDTH III D.W. III <br />_ 1 \ <br />W.H. <br />S3 <br />I <br />S3 I <br />■ <br />r- — — <br />S3 <br />q <br />--- <br />�° <br />-CJ <br />■ <br />1/2" <br />16'-11" 8'-6j" <br />— — —— — — <br />/2" SLOPE <br />_ <br />* <br />31 <br />-3 <br />I <br />2'-6"x2-6"x1'-O" <br />' <br />°° <br />4'-8" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />W/ (3) #5 S E.W. PROVIDE Y2" x 9" I <br />�, <br />L iv <br />S3 <br />rn <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />v <br />v <br />■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4• <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4'-4" <br />CP <br />G I <br />S3 <br />■ <br />■ ■ <br />'- <br />in <br />■ : I — — -� :: 0'-01, <br />90. <br />S3 <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" I <br />I <br />STORY U.N.O. <br />b <br />I W/ (3) #5'S E.W. <br />I <br />• I — _ _ _� <br />� _ _ _ ICI — � <br />— <br />— — � — — — � I <br />• <br />— —I <br />As <br />I <br />111111: <br />. <br />::::N <br />: :::I I <br />I : <br />■ <br />r <br />10'-10$" <br />o <br />I HVAC CHASE%' <br />' ' �T _._ro <br />M <br />( BASED ON <br />Cl) <br />LOCATION <br />/ <br />/ <br />0101, <br />17'-2$" <br />2'-8 ' i: <br />/L2-9. J{ } <br />I <br />I <br />/ <br />i <br />CP <br />-. <br />Orr. s'. .... . . . . . T`-. <br />. . . . . . . . . . ... ........... y1 <br />- ii I - <br />01 <br />I <br />H.B+ <br />K] <br />13 <br />KIM <br />TYP @ 1 STORY <br />U.N.O. <br />FOUNDATION PLAN <br />SCALE: Y4"=V-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 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 />—"- N <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <br />•�' <br />':rj,v, <br />v. <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 />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 />Z "o <br />Z <br />Z <br />Q <br />Cl- <br />U) <br />U <br />ClV) <br />4--J cn <br />w <br />(DM <br />o <br />•O W <br />� <br />.� <br />f- <br />U <br />WM <br />�� <br />m N <br />§ <br />U01- <br />C N <br />U <br />rn <br />"00 <br />M <br />Q <br />L0$ <br />N N <br />Zz z <br />us Cn W rL <br />6. W <br />li a <br />LLrn <br />e <br />J <� y �+ 011 <br />r <br />E <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 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 />O z <br />�a <br />a <br />a~a <br />Z <br />�L <br />z <br />J <br />® <br />L <br />> <br />R <br />^ <br />Z <br />Q <br />O <br />Y <br />0 <br />^c, <br />W <br />-0 <br />F- <br />Q <br />U <br />u <br />Z <br />� <br />o <br />Ln <br />Q <br />S <br />Lr) <br />U ON <br />Lu <br />a�• <br />Z <br /><o�o <br />gg`� <br />J <br />IOS <br />Ljj <br />I— <br />Z8 <br />N <br />Z <br />o <br />m <br />O <br />t <br />ao <br />g <br />w <br />= <br />z <br />f <br />rn <br />,-•I <br />a <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION NO' <br />10 <br />SHEET NO. <br />6.0 <br />