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v <br />c <br />c <br />c <br />a� <br />v <br />N <br />O <br />N <br />I <br />i <br />m <br />a_ <br />x <br />LO <br />N <br />O <br />J <br />n <br />cNn <br />00 <br />W <br />M <br />S-8" <br />2'-q" <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-6" x 2'-6" x 1'-( <br />W/ (3) #5'S E.W. <br />7'-1 <br />H.B.t <br />t <br />no <br />8'-0" <br />------------+— <br />—. <br />—-------T' <br />I <br />--- <br />------I— ----1 <br />■ <br />N <br />N <br />•i <br />I <br />in <br />I <br />I <br />23'-68" <br />"�00 <br />1'-1 a:'. <br />___ <br />I <br />• <br />I I I 1� <br />OPT. D I J�PT. UJ1 1 <br />TYP@ 1 STORY <br />I <br />��t--------t --I - <br />~I: <br />-3 1/2" <br />SLOPE <br />iv <br />U.N.O. <br />r <br />in <br />in <br />A <br />I <br />II <br />" <br />F <br />S3 <br />I : <br />- <br />+ CI 1 <br />:_ <br />C_j I <br />CD00 <br />_ <br />■ : I INDICATES FILLED CELL w/ 3000 PSI— <br />. CONC. GROUT FROM FT. TO BEAM <br />CHASE TO <br />I I ISLAND ..... <br />BUILDER TO PROVIDE <br />M <br />: W/ (1) #5 REBAR VERT ABOVE SLAB I <br />TYP @ ALL PLACES SHOWN <br />KITCHEN ISLAND <br />LOW WALLS <br />K <br />S3 <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />HOOKED FTG. DOWELS 5" EMBED <br />�C — <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />4'-0" <br />STEEL" <br />I 25'-6" <br />I 1 <br />20'-6 1 <br />6-8" 1'-4"' <br />STEPS AS <br />II r==tea <br />I I11 r `1 Illo <br />I IIIL—JIIl3 I <br />7'-5" 7'-1" <br />5'-8" '-0" <br />REQUIRED <br />I : <br />I <br />PER FIELD�II�Z <br />I <br />I <br />b 2'-6" x 2'-6" x 1'-0" <br />CONDITIONS <br />I PROVIDE 1 Y' RECESS n� II II �, : <br />■ , FOR SGD. REFER TO cb I I I LL _JJI <br />MASON'S SLOPE FOR N I : <br />j <br />, \ <br />W.H. <br />K <br />CC <br />S3 <br />CC <br />S3 I <br />r W/ 3 #5'S E.W. <br />O <br />- <br />S3 <br />-.�:l <br />I I I III <br />III <br />WIDTH II D.WI: <br />1 <br />■ <br />I <br />° <br />. <br />I <br />■ <br />- <br />CJ I 1 11 III <br />19 <br />— — <br />10 <br />L3� <br />ISCD1 <br />' <br />-31/2" <br />31/2" <br />SLOPE <br />N <br />s 4 -8 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"xV_0" <br />W/ (3) #5'S E.W. PROVIDE %2" x 9" <br />w <br />L °P <br />S3 <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />v <br />■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC.I PAVER TO BE V <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3-8" <br />4'-4" <br />I <br />*17'-5$' <br />■ ' I I:. .... <br />36-6$' ......... <br />go. <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" I <br />1 <br />STORY U.N.O. <br />W/ (3) #5'S E.W. <br />I <br />CJ <br />77 <br />'CJ - <br />CJ —CJ <br />-I <br />-ME <br />o <br />( HVAC CHASE <br />LO <br />BASED ON <br />LOCATION <br />tl <br />I I re <br />II} <br />I , <br />r <br />II <br />N <br />CIL <br />0'-01, ■ <br />17'-28' <br />2 _g 2 _g 2'-118'Il ; : <br />I JI { <br />, <br />" <br />i - <br />-------�-�'II �' <br />• <br />rn <br />Y � <br />....... ...... <br />-.� .... ......--J........... _.M <br />... _ ..:=====.. .. L.._1 ....... <br />................ <br />■.........: :.......: <br />N:.......... <br />■ <br />TYP @ 1 STORY <br />H.B. S3 U.N.O. <br />3'-50" 1 2' <br />6'-0" L 3'-10" L 4'-2" L 3' <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 />W.W.M. 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 />E W <br />w � <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />;" <br />#5 CONT REINF. SEE <br />:: •' <br />�_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />�'• ' <br />BAR ONE FOR EA. <br />' <br />- <br />HORIZ. REBAR, TYP. <br />. , . <br />'•.. <br />:'. <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: NTS <br />ova <br />Z M <br />0 <br />— o <br />Z N <br />13 <br />Z <br />>1 <br />E3 <br />U, z <br />Cn C9 <br />w <br />U — <br />0 w <br />Of <br />(� <br />o O <br />m N <br />W E <br />- U <br />winH 0 <br />N c+) <br />M <br />_ a) <br />U <br />O o 0 <br />L"06 <br />rWo <br />Q m <br />in no <br />LC, � <br />rn Q o <br />A 1 <br />B D® <br />X-C B D C <br />,-�_._.�,ve. <br />_ N <br />• ) O M <br />z <br />Z W M (V sL2 I:' <br />U) I.- 'L,°4 = a <br />� � 6 wr u u <br />w <br />LU Q rn- AUl <br />10 <br />z V111, J�xj <br />S♦ _I <br />m <br />LL <br />W",d.)S G.0 <br />0 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />W <br />f� <br />LU <br />Uz00 <br />z'u Q <br />vOzW <br />� g J <br />cao°J <br />Z <br />U�ujOD <br />LCL <br />z Z <br />n <br />z <br />DC <br />Q <br />Z <br />O <br />C <br />LJL <br />F <br />` <br />Q <br />C <br />z <br />a <br />J t!J <br />U <br />= <br />T" <br />°Oz <br />o <br />Lr) <br />0 <br />E86 <br />Ln <br />��8a <br />a�J <br />N <br />z Q z < <br />Z <br />R H <br />Z <br />�&OFZ <br />Jr-I <br />LU <br />LLJ <br />z oU <br />g1,�0 <br />It <br />ko <br />Z <br />Z <br />30 0 <br />2 <br />0° <br />V <br />00 <br />7 <br />L <br />g <br />= <br />O <br />a g <br />rn <br />,-i <br />a <br />(n <br />o <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAM ES <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />