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c <br />c <br />d <br />rn <br />p� <br />C <br />a <br />r" <br />I <br />TYP @ 1 STORY <br />U.N.O. <br />S3 <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 />VWVF 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 />u.1 <br />a <br />54' 0" <br />2'-6" x 2'-6" x 1'-( <br />W/ (3) #5'S E.W. <br />H.B.' <br />l <br />rL <br />N <br />I <br />I <br />LO <br />:I <br />23'-61.,°° <br />I <br />I <br />If 1 <br />I <br />I <br />I <br />• <br />I <br />I I �: <br />OPT. D I QPT. VJ1 <br />- <br />31/2" <br />SL- OPE4 I <br />TYP @ 1 STORY <br />U.N.O. <br />T <br />In <br />A <br />cD <br />r <br />II <br />II <br />c <br />F, <br />S3 <br />_ I_cio� <br />-�-Ci <br />cr? <br />60 <br />ED CELL w/ 3000 PS <br />INDICI <br />■ : I CONC.TES GROUTLFROM FT. TO BEAM I <br />� ISLANCHASE D <br />I ' ' <br />I I <br />( <br />BUILDER <br />BUILDER TO PROVIDE J <br />M <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />• I <br />TYP ALL PLACES <br />I � KITCHEN ISLAND <br />I I LOW WALLS I : ; <br />S3 <br />APPLIANCE PROTECTION I S3 <br />WHEN REQUIRED PER FBC I <br />I HOOKEDED FTG. OWELS0WN 5" EMBED <br />"GRADE <br />_ _ <br />W/ 25" EXT. ABOVE SLAB 40 <br />: I STEEL' 25'-6" <br />I II I <br />20'-6 <br />6'-8" 1'-4" <br />4'-0" <br />111177 � a <br />: I I r �Nlo <br />r <br />io <br />STEPS AS <br />REQUIRED <br />I N <br />T-5" T-1" <br />51-8" j '-0" <br />PER FIELD�NIZ <br />CONDITIONS <br />l <br />I PROVIDE 1 Y RECESS I N N� I: <br />° I I L J I <br />K <br />CC <br />I <br />CC <br />4 2'-6" x 2'-6" x 1'-0" <br />r W/ 3 #5'S E.W. <br />O <br />io <br />■ , FOR SGD. REFER TO I I I LL - — - <br />iv i I I r - - ,h I ; ; W.H.\` <br />S3 <br />S3 <br />A. <br />S3 <br />r <br />I <br />MASON'S SLOPE FOR <br />I III D.W. <br />I WIDTH <br />CJ I III �_� <br />■ <br />■ <br />_ <br />III <br />— <br />— — <br />b <br />o <br />r" <br />I <br />16'-118" 8,-64" <br />- — — — ■ <br />SLOPE % I <br />-31/2" <br />-31 /2" <br />I <br />7 -1 s 4'-8" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5S E.W. PROVIDE Y2" x 9" <br />= <br />"' <br />o0 <br />a• <br />G <br />ED <br />`- — — <br />I I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />;� <br />■' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OFCONC.IPAVER TOBE4' <br />I <br />I MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4'-4" <br />G I <br />I <br />I. �■ <br />c� <br />S3 <br />■ ■ <br />-i <br />,- <br />rn <br />— — 09_0., <br />■ ' 17,_ .. I <br />36,_�.. . .........: <br />. go.. <br />I <br />S3 <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" I <br />I <br />STORY U.N.O. <br />o <br />I W/ (3) #5'S E.W. <br />I <br />Ce)• <br />CJ <br />CJ ;n <br />CJ — CJ <br />/ I <br />■ . / <br />I <br />........ <br />.. <br />� <br />.. <br />10'-to-„ : ■ <br />= <br />o <br />e <br />HVAC CHASE �' <br />........: --E <br />•' <br />.. ...... <br />III <br />LO <br />I BASED ON <br />f <br />!! <br />( <br />M <br />M <br />LOCATION i"/ <br />II I <br />I I =� <br />i , <br />= <br />I <br />� <br />e i — <br />■: <br />N <br />�0 0-I : <br />2,_g,. 2,_8,. 2-11.,11 <br />= <br />/ <br />J { <br />I <br />I L <br />,• I <br />I <br />lift <br />• <br />• <br />7INPrrs <br />-,. �____ a <br />.�-. <br />...../ .... <br />...... <br />............ <br />l <br />H.B+ <br />-0" <br />T-10" L 4' <br />TYP @ 1 STORY <br />U.N.O. <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />1 <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 = 1-0 <br />o v <br />Z ch <br />Z <br />Z <br />Q <br />a <br />V, Uf <br />�--i w <br />0 <br />•V w <br />O c <br />o <br />�r <br />ru� <br />M <br />U <br />w <br />■ ® <br />m N <br />m <br />fh <br />= <br />U <br />Q N <br />LL 00 <br />�gv <br />Qrn <br />a Q d <br />B D• <br />"� <br />,ttAQaa <br />r <br />N N <br />co � <br />Zz G' z <br />U) <br />W V < I LL o, <br />o <br />0hw <br />• <br />-WA.FDSEe0M • '. <br />C) Q <br />Jr4 <br />OFEWO \\ <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 />ResiderrGal 81h Edition. Engineers signature and seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 I Tampa, FL 33607 <br />www.LennarTampa.com <br />Uj <br />EF <br />as <br />w <br />V <br />o . F4 <br />Z <br />uJ, Z <br />u, <br />8 z <br />J <br />L <br />�\ <br />Z <br />a <br />o <br />O� <br />cu <br />p <br />U <br />= <br />0 <br />f <br />Ln <br />Uo� <br />a�f� <br />� <br />z <br />w <br />Ln <br />,-� <br />W <br />Z <br />a <br />Z <br />go <br />z <br />a g <br />0° <br />O <br />06 <br />z <br />g <br />= <br />.-•� <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />