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I I II I 11 1 1 II 111 1111111 I 11lj'IL lil 1 1 I I III I_ 1 111 _1 <br />p 1 I I I ! 1 ■ II II 1 1 1 T <br />c <br />v <br />rn <br />LZ <br />65'-0" <br />5'4" 4 L. 1'-9855" 3'- "ILI 5'-0" 5'-0" 5'-10" S-10" 6'-0" 6'-0" 1. T-10" 2'-1 &1" 5'-115'-0" 5'-4„ <br />T-O" <br />A <br />H B1 STORY <br />+ U.N.O. S3 <br />... ..... . . . . . . <br />. . . . . . . . . . . . . <br />I <br />16'-0" 2--9T' 6-10" . '0.,. . . . . . . <br />flCl) <br />CDk <br />&-31/2" <br />01 <br />SINK / DISP <br />rn <br />in <br />D.W. <br />IL _ — _ J _ _ _ _ CHASE TO ISLAND _ ^; <br />o } I <br />1 <br />TYP @ 1 <br />STORY U.N.O. <br />■ — — — � � — -�--a— I — — — --�- — � -� : — — — — �--�- — <br />— — — — — — <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y2' RECESS CJ L — — — — — — — — — — — — J CJ OPT' ; T T CJ CJ ; <br />FOR SGD. REFER TO KITCHEN ISLAND REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . '.' <br />CJ I : ■ <br />: ::.' :: 10'-104 <br />PER FIELD <br />.'. <br />MASON'S SLOPE FOR LOW WALLS <br />.'.'.' 4 <br />o <br />CONI�I�ONS <br />WIDTH <br />LO <br />I 16-10" <br />17-10" <br />INDICATES FILLED CELL w! 3000 PSI <br />' <br />CONC. GROUT FROM FT. TO BEAM 1 HVAC CHASE I " ' ......... .......::::: :::: ' :: ' ' : <br />W/ 1 #5 REBAR VERT ABOVE SLAB■ <br />( ) <br />•\L BASED ON SO.-O., TOP OF CONC./ PAVER T BE 4" <br />:....... <br />. » <br />» ■ ■ ■ <br />' ■ <br />TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR..01 <br />HOOKED FTG. DOWELS 5" EMBED <br />4'-0" <br />4'-4" 4'-6" <br />Wit25"EXT. ABOVE SLAB GRADE 40 PROVIDE %2' x 9" <br />SLOPE <br />STEEL" I I RECESS FOR FRT. POOR �,� <br />I <br />L <br />2'-6"x2'-6"X1'-0" rn <br />o <br />T <br />25'-101 8" 9'-512s" W/ (3) #5 E.W. <br />4'-4, <br />I- —------- <br />- - --�—I- - - -��I�— - - - <br />o <br />CJ CJ .. I <br />TU.N.O. <br />o0 <br />TYP @ 1 STORY S3 <br />: I S3 CC <br />I <br />_ S3 <br />(2) #5 REBAR <br />I I ^ri AHU I <br />VERTICALS w/ in <br />2'-6" x 2'-6" x 1'-0" <br />: N : r <br />T-5" <br />FILLED CELL <br />T-1„ <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" <br />M <br />I W/ (3) #5 E.W. S3 I <br />OPT. D PT. I -3 1/2" <br />SLOPE <br />5'-3" 1'-10" T-6" O I I T <br />r <br />o ' <br />T. <br />■ : — CJ ; ; CJ — CJ <br />I <br />I�'Z-71"I <br />q <br />IT <br />t 6'-5" 3'-2" ' <br />3-1/2" MIN 3000 PSI CONC. <br />— <br />— <br />r <br />I SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />0? <br />I 3-1/2" MIN 2500 PSI CONC K <br />J <br />SLAB OVER 6 MIL VISQUEEN <br />S3 <br />�,� I <br />I <br />VAPOR BARRIER •= ' iv <br />35'-4" 20'-6" <br />■ I <br />I : ; <br />BUILDER TO <br />; <br />; ; <br />:: <br />I <br />PROVIDE <br />1 <br />(2) #5 REBAR <br />0.01. <br />I : <br />APPLIANCE <br />VERTICALS <br />( <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />W.H. <br />WHEN REQUIRED <br />L--------- <br />o <br />o <br />PER FBC <br />--- <br />-- <br />--------�' <br />-- <br />— <br />— <br />00 <br />5' <br />3 <br />TYP @ 1 STORY <br />U.N.O. <br />5' <br />H.B. T <br />T-15" <br />L <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 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />--�- i w z <br />w � <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <br />.� •� <br />�... <br />:.� <br />•;: <br />#5 CONTINUOUS <br />,�: ' <br />; .:• <br />'�_ <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 />,:.:' <br />.:'• ; ;'- <br />::= .: • <br />�.- <br />—Alternate: <br />' <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" = 1'-0" <br />17 <br />zo <br />z� <br />a <br />Cn tD <br />C:CD <br />n c <br />� <br />w <br />�V <br />OLU <br />co <br />(� U <br />2 <br />tl1 Cl) <br />o 0 <br />CG N <br />Wco <br />>_MM <br />it,— c� <br />S <br />N M 0 <br />O N <br />_„a <br />O <br />0 n o <br />¢ m <br />LO <br />rn Q d <br />A IL <br />BID. <br />, <br />N N <br />vi <br />U) W Z z <br />w Z <br />F <br />( <br />o�o ._� �j Ga. <br />W Q_ a W <br />C LL 4 <br />LU Ci ' <br />io Z 0 o <br />O <br />C N m <br />� �,,�I5,i1 trr„,�, <br />Z°' f <br />LLM <br />Li <br />1. <br />` (,� <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. 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 />oz <br />UJ <br />of <br />f� <br />z <br />w¢w" <br />oQoo <br />zw <br />2 Z <br />¢ J <br />0 <br />Z <br />� <br />� ® <br />L <br />0Lu <br />Q U <br />� <br />o <br />v <br />LE= <br />J Uzio <br />�� <br />0 <br />Z <br />0 <br />°moo <br />�VV"or <br />o <br />J <br />M <br />m <br />D <br />F Q D <br />z�� <br />J <br />diRazZ <br />Q w w <br />��{ <br />O <br />Q <br />z <br />K Q z <br />Z <br />ZS <br />0 <br />0 <br />01 <br />QZ <br />J <br />= <br />of <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />