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5'-4" <br />H.B.+ <br />V-98" T-2g„ <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2'-1 W1" 5-11 <br />■ <br />■ ■ ■ <br />■ <br />■ ■- <br />_■ <br />■ <br />■" <br />'■ <br />■ ■ <br />■ ■ <br />. <br />.. <br />..... <br />.. 5 <br />. . . . . . . . . . . . . . . . . . . . . <br />r-------------------: <br />--- :--------- <br />--------,=— <br />—------------� <br />01 <br />.: <br />{ <br />I <br />o <br />�\ <br />\ \ <br />16' 0" 1 <br />2'-94„ <br />6'-10" 1 ..... <br />1 ; : <br />1 <br />:: IIII M <br />101 <br />I ■ <br />L <br />r — — <br />t <br />011 I <br />00 <br />o <br />-3 1 /2" <br />I <br />\ \ <br />_ _ SINK / DISP <br />----- <br />I <br />in <br />10 <br />( <br />L <br />S3 <br />I <br />\� \ rr-=-� <br />\ \ <br />D.W. <br />\ \ <br />L <br />:; <br />r <br />:: III � <br />III "' <br />A <br />S3 �' <br />o <br />r <br />L <br />L - <br />\ \ <br />- - �_ _ _ _- _ _ _ <br />I CHASE TO ISLAND ' • <br />--- <br />--_-- -- <br />I <br />Gill <br />I <br />TYP @ 1 <br />— — <br />\ \ <br />_--- ---- <br />-- <br />T <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y2" RECESS \ \ CJ L - - <br />FOR SGD. REFER TO \ \ <br />_ _ - _ - - _ _ <br />KITCHEN <br />- - J CJ OPT. : <br />ISLAND REF. , , <br />-T- CJ <br />: ; : • : • • • • • <br />• • • • • • • • • • <br />CJ : <br />_ <br />CJ-yI <br />:: • ; : <br />; ■ <br />11, <br />10'-104 <br />PER FIELD <br />I <br />MASON'S SLOPE FOR \ <br />LOW WALLS <br />o <br />CONQITJONS <br />WIDTH \I\ <br />�\ \ <br />16-10" <br />12-10" <br />r <br />INDICATES FILLED CELL w/ 3000 PSI <br />\ \ <br />" <br />........... <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />\ \ <br />HVAC CHASE """""""""' <br />BASED ON <br />• .. """"""' <br />O 0'-0" <br />"""""" <br />" <br />TOP OF CONC./ PAVER <br />"' <br />TO BE 4" <br />: ■ <br />■ <br />■ ■ <br />■ <br />4'-0" <br />4'4" <br />4'-6" <br />TYP @ ALL PLACES SHOWN <br />HOOKED FTG. DOWELS 5" EMBED <br />\ \ <br />\ <br />LOCATION <br />BELOW FIN. FLR. <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />\� <br />\ \ <br />PROVIDE %2' x 9" <br />SLOPE <br />STEEL" I <br />\ I <br />RECESS FOR FRT. <br />POOR ih <br />L <br />d <br />o <br />\ <br />\ \ <br />2'-6"x2'-6"X1'-O" <br />'�' <br />�_4„ <br />S3 <br />r <br />25'-1 O 2a" <br />\ \ <br />9'-51za <br />W/ (3) #5 E.W. <br />5'_0" <br />in <br />OP <br />\ \ <br />■ <br />Q <br />\ <br />/ <br />00 <br />TYP @ 1 STORY S3 <br />I S <br />CC <br />U.N.O. <br />3 <br />S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />781 <br />VERTICALS w/ in <br />■ • <br />fv <br />f <br />FILLED CELL7 <br />7, 1„ <br />W/ (3) #5'S E.W. <br />2'-6'Ix2'-6"X1'-0" <br />o <br />Cl) <br />00 <br />M:. <br />G <br />W/ (3) #5 E.W. <br />S3 <br />OPT. D PT. <br />I : -3 1/2" <br />SLOPE <br />.........> <br />.. ................. <br />r <br />5'-3" V-10" S-6" 1 <br />0 1 <br />O <br />■ <br />CJ <br />CJ <br />I <br />3-1/2" MIN 3000 PSI CONC. <br />1 2'J 4" <br />6-5" S-2" <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />I <br />J <br />oo <br />3-1/2" MIN 2500 PSI CONC N <br />�� <br />K _ <br />S3 <br />SLAB OVER 6 MIL VISQUEEN M <br />S3 <br />1 <br />VAPOR BARRIER <br />I ' iv <br />I <br />35'4' <br />20'-6" <br />■ <br />I <br />BUILDER TO <br />1 <br />:: <br />PROVIDE <br />1 <br />(2) #5 REBAR <br />0,-0- <br />:: <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />: <br />4'-011 <br />12'-1" <br />' <br />O <br />PROTECTION <br />FILLED CELL <br />00 <br />W.H. <br />WHEN REQUIRED <br />� <br />� <br />�-' <br />PER FBC <br />J <br />- <br />— — — — — — — — — <br />— — <br />— — <br />�-- — <br />— — — — — — <br />.:................:........... <br />.................. <br />.:.:.....:...........:.........., <br />-1�-j <br />■. <br />:...... <br />-1 <br />� <br />■ <br />■ <br />■ ■ <br />A H.B.+ <br />S3 <br />TYP @ 1 STORY <br />5'-75,. 6-4 3., U.N.O. 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5-23T-15„ <br />a a a a <br />MN1M <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 />w z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />•-•• <br />�. <br />U.N.O. <br />:. :. <br />:;:.: <br />'. <br />-Alternate: <br />�• �• �• <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" = V-0" <br />r 0i <br />I <br />j� AJ <br />, <br />(.9 <br />CD <br />O <br />N <br />d <br />E3 <br />r <br />V ) z <br />N 0 <br />Q) C <br />w <br />• <br />U <br />w <br />O <br />o <br />U <br />o 0 <br />m N <br />w <br />N M <br />O) M <br />f0 -gyp M <br />_ UUU8U <br />o o w <br />aj <br />U <br />��oo <br />a) <br />¢ m <br />0 <br />0 <br />� CL <br />rn d o <br />B D® <br />a, <br />N O O n N <br />gN&3z <br />Z W <br />o w <br />W <br />_"'"`r^_I <br />> C <br />v cnrn � <br />Z <br />N <br />z in <br />WUM <br />y J t-n� <br />`. <br />�iSW <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />z <br />w <br />Z <br />zoo <br />< <br />z z <br />J <br />�oWW <br />IlZ <br />�a�J <br />Z <br />C)c 0 <br />LL <br />_ <br />O <br />U V O <br />W <br />¢ <br />z <br />} U <br />f z <br />Z <br />\. <br />Z <br />N <br />Z <br />0 <br />z <br />OJW <br />V <br />= <br />T'—I <br />0 <br />�* <br />000 <br />o <br />0 <br />d <br />J <br />f O <br />U 0j d <br />O <br />N <br />� <br />zao< <br />zd <br />N <br />u • r. <br />� 0 � c�� <br />Z <br />M <br />T--L <br />LL � LL <br />LU a <br />W <br />Ln <br />Ll_I <br />Z <br />ri <br />Q <br />LnFo <br />w o <br />c) <br />Z <br />Cez <br />ko <br />Z <br />az <br />Z <br />m <br />= <br />J un <br />a <br />a <br />U <br />o <br />SCALE : AS NOTED <br />DATE : 07/08/2019 <br />TECH: FM <br />VERSION N0. 4mO <br />SHEET NO. <br />6.0 <br />lI 1 1111 -I J-1 1111I 1 1 1 11 i <br />