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c <br />c <br />a <br />c <br />a� <br />S <br />X) <br />0 <br />0 <br />LO <br />r` <br />r` <br />I <br />s <br />rr <br />in <br />it <br />c <br />0 <br />LO <br />0 <br />C. <br />J <br />LO <br />r` <br />ry <br />D2 <br />00 <br />N <br />00 <br />N <br />w <br />M <br />im". <br />5'-7$" <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />5'-2$" <br />T-18" <br />H.B. <br />7(;!7 <br />BUILDER TO <br />4'-0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />0'-0" <br />I <br />PROTECTION <br />WHEN REQUIRED <br />VERTICALS w/ in <br />■ I <br />I <br />FILLED CELL <br />:: : ' <br />PER FBC <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. Laoo a <br />N <br />SLAB FOR HERNANDO M ^ I I: K N I <br />J I <br />COUNTY ONLY 3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" 1jI <br />VAPOR BARRIER <br />t-T- —TcJ <br />6-3"1'-10" 3'-6" N T <br />I <br />O <br />------------------------- <br />If <br />Cl)___ <br />ooI <br />cn <br />Pj:Z T. D -3 1/2" I <br />__ <br />I W/ (3) #5 E.W. S3 �._ �._ �.� �T _ S-5"1k <br />SLOPE <br />7'-1" <br />r- <br />2'-6" x 2'-6" x 1'-0" <br />AHU I I <br />VERTICALS w/An <br />W/ 3 #5'S E.W. <br />( ) <br />TYP @ 1 STORY <br />U.N.O. <br />N <br />FILLED CELL <br />I CJ CJ-- <br />- ......... <br />o <br />00 <br />.... — — — —"— — . <br />I8:1 <br />T8. <br />■ „ <br />■ 5._025-101478 <br />1 <br />50 <br />2-6"x2-6X1-0" FTG <br />I <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI / i / I PROVIDE %2" x 9" `O <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB / /� RECESS FOR FAT. OOR <br />I -4"CY) <br />SLOPE <br />� I <br />L <br />o <br />/ <br />4'-0" <br />4'-4" 4'-6" <br />TYP @ALL PLACES SHOWN / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />HOOKED FTG. DOWELS 5" EMBED / / BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />.: ■ <br />■ <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 1 i / LOCATION ..::::::::::::::::::::::::::::::::. ' ' <br />/ ::::::::::: ::: ::::: <br />STEEL" <br />::...... <br />L <br />.. ............................. . <br />4'-0" <br />16'-10" <br />. <br />12'-10" <br />' :: . <br />10'-101" ` <br />ire <br />STEPS AS <br />I / i / : '. '.'. ' : .' . <br />PROVIDE 1 2" RECESS "I z/ I I <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR / OPT. ' .' .. """"""""" : : •' ' ' <br />/ LOW WALLS ; <br />4 <br />: '.... . <br />CONDITIONS <br />WIDTH / i <br />■ C+ <br />— — — �'� — r—I— _---- ---- — i —rt <br />�� --------- <br />— — <br />� j <br />TYP@ 1 <br />I CHASE TO ISLAND=== : ; <br />I � � I <br />� � .,..... <br />t I <br />t <br />STORY U.N.O. <br />- <br />cv <br />- <br />r <br />I D.W. f I I .. <br />lit <br />A <br />� <br />- - � <br />�� <br />jlt <br />In <br />S3 <br />� <br />in <br />LO/ <br />/i/ I =- INK / DI -- I :: I .. <br />/ SINK <br />Cl) <br />:: I <br />3 1 /2" <br />/ <br />! <br />f 0 -0 I <br />16'-0" 2'-94.� 6'-10" ..... :: <br />a <br />:: j ■ <br />Cflf <br />- <br />I t I : <br />t <br />i� ; <br />■...................:........ ... ............... ...... ........................................ �... <br />.. ............. ... ......� .............■ <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" <br />S-10" L 6'-0" L 6'-0" L T-10" L 2'-10 jU" L 5'-11 4 L 5'-0" 54" <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 />X -j <br />w <br />w <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />,�: <br />; ; : •' <br />'�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�'• <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />�•, <br />;r,, �': <br />' _ <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 />I <br />0 V <br />z_M <br />z� <br />z� <br />EIJI <br />w <br />.O uJ <br />C <br />m <br />F- <br />o <br />�� <br />f6 U <br />�CD <br />CD N <br />- <br />pp <br />ago fU <br />C MoQ <br />.o <br />Lv <br />00U <br />o 0 <br />o <br /><C rn <br />L0 <br />rn Q d <br />Al I <br />BID. <br />N C 8 D C <br />'�v <br />N N <br />fh N m Z <br />U) Z Lu��a v �' z <br />a/LLo w w <br />Lu y N a w <br />JU — �mLL� a <br />V <br />Z N...Q4< o <br />.= <br />Vi.E�LL z 2 �v cz <br />W1��' o <br />OWN <br />W FD6EN CO� <br />SE ' V <br />7- <br />0 <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 61h 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 />Z <br />0 <br />tA <br />Lu <br />fc <br />z <br />w¢WM <br />Uzoo <br />Q <br />�_ � <br />L,L <br />=oWz <br />'a7K�J <br />aa <br />w'0r° <br />OUJ N <br />Z O <br />} z <br />f Z <br />z <br />`/ <br />z <br />ZD <br />4 <br />F <br />�--� <br />O <br />z <br />O <br />C1' <br />LL" <br />w <br />U <br />= <br />p <br />C) <br />O <br />X06 <br />6 <br />IN <br />w <br />Q <br />a ¢ — <br />WOW g g <br />O2:p <br />Z <br />Z <br />r-1 <br />LL0LL <br />< a 2 � <br />J <br />w LL <br />LJ.! <br />a <br />z <br />V) F <br />S¢Z <br />LPG <br />h <br />z <br />�j <br />SY z <br />m <br />z <br />LLA <br />U <br />= <br />a- Z <br />£ <br />� <br />SCALE : AS NOTED <br />DATE : 11 /28/2018 <br />TECH: MJAM ES <br />VERSION N0. 4v0 <br />SHEET NO. <br />6.0 <br />