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. I d <br />a2 <br />�I <br />a <br />00 <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 />65'-0" <br />VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-10" 1' 4" 7-10" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR <br />IBERMESH SHOWN <br />5'-7 -4a 6 -0 6 -0" 6 -0" 6-0" 6--0" 6' 5'-27'-1REI FFO SEE PLAN. FOUNDATION PLAN <br />a e <br />TYP @ 1 STORY 3'-0" <br />U.N.O. <br />A w <br />S3 H.B. <br />OP <br />r---------�— <br />--- <br />—: o -- <br />o ---------7: — -- <br />BUILDER TO <br />�— <br />------, <br />4'-0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR I <br />O <br />PROTECTION <br />REQUIRE <br />D I <br />VERTICALS w/ in <br />■ . <br />I <br />FILLED CELL I <br />:: : ' <br />PWHEN ER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />I SLAB FOR HERNANDO I U I I: K N I <br />I <br />COUNTY ONLY S3 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2'-7a"-9" 4'-10" <br />VAPOR BARRIER <br />- - - - - - :-� - - - - - - <br />- - - <br />is <br />rn <br />- <br />5'-3" 1'-10" 3'-6 <br />I <br />cn <br />• O <br />N <br />-------------------------- - _ <br />`r <br />co <br />M <br />I I I P[j] T. D -3 1/2" I <br />: 2'-6"x2'-6"X1'-0" FTG G <br />W/ 3 #5 E.W. S3 <br />SLOPE <br />I <br />■ I s I <br />2'-6" x 2'-6" x 1'-0" <br />I I Nor I :: AHU I I <br />VERTICALS; wA n <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />K CC <br />•' ' I S3 S3 <br />ici <br />FILLED CELL <br />I <br />°P <br />CJ <br />I <br />4 <br />25'-10IS" V-5iF — — — <br />■ <br />60 <br />�� �_ " <br />2-6 x2 6'X1-0 FTG <br />5'-0" <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. GROUT FROM FT. TO BEAM PROVIDE Y2 x 9 <br />W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT. OR <br />I <br />SLOPE % <br />I <br />S3 <br />4'-0" <br />- <br />4'-4" 4' 6" <br />I TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4' <br />' HOOKED FTG. DOWELS 5" EMBED �' BASED ON 01-0.' BELOW FIN. FLR.::: <br />: ■ <br />■ ■ ■ <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 I �' LOCATION I <br />::::: <br />STEEL" ii' <br />:::::::: «■ <br />I <br />-----«----.�....: <br />'12'-10" <br />4'-0" <br />16'-10" <br />• <br />`o <br />:: <br />0 <br />in <br />STEPS AS <br />r i <br />; ( PROVIDE 1 Y" RECESS �' / I . '.::: '.'.' : .' . I <br />REQUIRED <br />PER FIELD <br />( FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR " OPT. " """ <br />LOW WALLS <br />i <br />10' <br />CONDITIONS <br />■: WIDTH ��' F------------1 CJ REF.:: -a-CJ Ca: <br />CJ-�}j I :■ <br />- - - - - <br />r-{ <br />- - -I <br />- - - - <br />- - o I I <br />TYP @ 1 <br />I IF I CHASE TO ISLAND <br />,�... <br />I I <br />I D.W. I oo <br />t I <br />STORY U.N.O. <br />iv <br />= <br />o <br />c <br />S3 <br />ii' I I I :: <br />lit <br />A <br />a <br />L� _ _- J— <br />l II � <br />S3 'n <br />rn <br />in <br />3 1/2" <br />I <br />SINK I DISP ; ; <br />{ t I <br />I <br />t I <br />16'-0" 2'-934" 6 -10 I .. <br />0'-01, _ <br />O I <br />' I I :: I <br />•• } <br />r I <br />III <br />•• Q <br />t <br />L------------------ —L—--------- 1--------- <br />C:::ki. -------� <br />TYP @ 1 STORY <br />H.B.I U.N.O. A <br />S3 <br />V-9Q" I 3' <br />2'-1QU" 1 5'-1 <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />#5 CONT REINF. SEE <br />..• '•_ <br />FND. FOR QUANTITY <br />�• <br />' <br />#5 X 25" X 25" CORNER <br />�'• ' ' ••' ' �• <br />'' �• <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />'•- • :. <br />• •, • •. • • <br />U.N.O. <br />-Alternate: <br />The reinf. bars shall be <br />• • • • • • • • • ► = • <br />Cont. around comer by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NITS <br />M <br />ZIla <br />Z <br />Z <br />Q <br />a <br />� C9 <br />�l w <br />� p <br />•V <br />W <br />O� <br />�N <br />f6 U <br />m o0 <br />N <br />W <br />■■ ~ <br />e) c7 M <br />o5N <br />C) <br />00 <br />00 <br />Q <br />��� <br />:C� <br />9io <br />BD• <br />s <br />N • C� <br />V,1 <br />N N <br />NN o <br />LU a <br />W <br /><LL <br />Z Orn <br />_�� <br />aQ A cc A <br />I N �, lz <br />"01 <br />vvvv N w ❑ LS/j <br />-"'ASE <br />o <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 />UJ <br />za <br />ow <br />Z <br />�o� <br />ZW <br />����••• <br />�1 <br />O <br />811 LL <br />�Z a <br />O <br />po <br />L.L <br />U <br />� <br />rl <br />Z <br />0 <br />o <br />� aZ <br />19v <br />- <br />o <br />C-4 <br />d' <br />i� <br />Z <br />J <br />Ln <br />diz <br />8 <br />Lij <br />¢ <br />z <br />$ <br />00 <br />LTn--4 <br />Z <br />t7u <br />8 <br />c000 <br />O <br />g <br />= <br />f <br />,-a <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 4nO <br />SHEET NO. <br />6.0 <br />