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c <br />c <br />d <br />o81S <br />Do <br />N <br />CV <br />C <br />W <br />6'-0" <br />7'8„ <br />-1 5'-2 " 6'-0" 2'-9" 5'-2" 5'-1" 6-4" 5'-0° <br />41 X-0" <br />TYP <br />A L <br />S3 H.B.+ S3 <br />2'-6" x 2-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />% <br />0 N <br />0 2 - A -- - - = I <br />. <br />k <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2" x 9" N <br />_ <br />r <br />I PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />-3 1/2" SLR I <br />rn TOP OF CONC./ PAVER TO BE 4" <br />iG <br />STEPS AS <br />REQUIRED <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />BELOW FIN. FLR. 2'-0" 4'-0" 6-2"2'-0" 6'-0" 1'-10" <br />I I <br />PER FIELD <br />CONDITIONS <br />( �0,-0„ <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />I <br />CJ C — <br />_ _ _ <br />........... r . ■ ■ ■ ■ ■ ■ <br />TYP <br />PROVIDE 1 Yz" RECESS I <br />FOR SGD. REFER TO - <br />I HVAC CHASE I AHU I' ' + — <br />o0 <br />o <br />L <br />S3 <br />MASON'S SLOPE FOR <br />I WIDTH <br />BASED ON <br />LOCATION i I W.H. <br />, <br />I <br />I I <br />I I i iL I (2) #5 REBAR <br />I �3 1/2" <br />32•-8j" <br />` 4'-8$—' VERTICALS w/ in I <br />L_ <br />FILLED CELL <br />I I <br />37'-5" 21'-24" <br />5'-4" 3'-8" I 7'-8" I I <br />2'-17 31l2" I SLOPE I <br />4'-0" <br />I G <br />:: OPT. D I: <br />°Q <br />rn <br />S3 <br />I CJ I �— — — — -- — � CJ - - CJ <br />--� - - - - _---- _ <br />— — — — — <br />: �.� I:: CJ o I <br />�.� r� - - - - - - - - - o <br />o <br />0 <br />04 <br />: <br />■' I _J KITCHEN ISLAN r I CHASE TO <br />: LOW WALLS I I I O O I ISLAND <br />2'-6"x2'-6"x1'-0" II I I <br />! II : I J <br />) <br />c <br />I W/ 3-#5 E.W. �- <br />J I TS <br />CJ �LTZ-6 <br />I <br />G ;INK wi DISP <br />a I K <br />c%� <br />I S3 I I" I N <br />al{ I <br />S3o <br />9 <br />o <br />23'-11" Z'-10" 4'-1j" <br />C', <br />)II <br />I I I <br />a I I <br />• : (2) #5 REBAR <br />iv <br />I CJ CJ CJ <br />VERTICALS w/ in <br />FILLED CELL <br />a f 00 <br />I <br />N <br />; T ............ ........................: <br />. <br />11 ..................... <br />0'-0" <br />----__--- -:�- <br />L_ <br />� 1 <br />1 <br />............. <br />EO <br />' �i CJ CJ j CJ <br />■' n� <br />CJ CJ <br />. - :.: :.....: ...... :......: - - - I <br />:, ✓: <br />- - :: - —1—�- - - - - —�- - - - - - I <br />co I <br />i <br />I to <br />I <br />T <br />Glj <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER I : ■ <br />I <br />(3000 PSI CONC. SLAB FOR <br />n <br />0 <br />f 1 M <br />L------ ---- ---- --- — <br />HERNANDO COUNTY ONLY) <br />---=---------- <br />IN <br />I ..... . �. <br />. . . <br />A <br />S3 <br />6'-0" <br />-1 <br />1 <br />FOUNDATION PLAN <br />SCALE: ,"_„o. <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 />LUU <br />�... <br />CONTROL JOINT DETAIL <br />SCALE: 3/4 = 1-0 <br />.; • � <br />" � � <br />:; <br />#5 CONTINUOUS <br />_ •' <br />•� <br />REINF. SEE FND. FOR <br />_�• <br />QUANTITY <br />,� •• <br />,f <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 />• •, • • • • <br />**Alternate: <br />_ <br />The reinf. bars shall be <br />• •. • '• •. • •• •. • • '• •, • <br />cunt. 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 />C9 "' <br />Z c <br />Z � <br />Z <br />Q <br />a <br />anon <br />V� C9 <br />4—J w <br />"O <br />w <br />�NE <br />r U <br />W <br />2^ <br />m N <br />M <br />� <br />r- CMS <br />o00 <br />t"� <br />U <br /><C, <br />CD <br />LO <br />v <br />of C) <br />Al I <br />BID. <br />". a' <br />_ N N <br />NN <br />LU <br />♦♦'� ID LL 0. <br />V <br />ZEjQ <br />JJL Z` ,M <br /><' N .a - <br />� a ' 0M <br />w�WI�FD • �CbM <br />• <br />�f <br />�rr <br />ttitFt��� <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 />€o <br />3� <br />�o <br />zg <br />�u ¢ U 0- <br />W <br />/J^ <br />,9U <br />ti. <br />Z <br />fJ <br />�y 0 <br />0 <br />U W <br />���..Ci <br />F-- <br />d <br />g o <br />�\ <br />= <br />3 <br />O <br />'a <br />1..� <br />�-- <br />0 <br />LL <br />a <br />U <br />0 <br />Z <br />. <br />°poo <br />a P <br />t <br />J <br />C0 <br />G <br />w0ii�� <br />�a� <br />Q <br />Z <br />t--i <br />Ln <br />0 tj <br />W <br />,^ <br />Z <br />Z <br />ru <br />o <br />O <br />w <br />00 <br />Z <br />g <br />w <br />rn <br />o <br />SCALE : AS NOTED <br />DATE: 10/2/2018 <br />TECH: MJAMES <br />VERSION NO' 4mO <br />SHEET NO. <br />6.0 <br />