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c <br />C <br />d <br />00 <br />V-6" 6 5'-78" <br />1 <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />5' <br />T-1 <br />H.B. <br />.o .o <br />.«.-- •-------�-: <br />80 <br />----------�- <br />--- <br />�:.. <br />--.. <br />— <br />— BUILDER TO <br />•I -- <br />-------I <br />d <br />4'-0" <br />12'-1' W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />• ( p'_p'- <br />; : <br />:: (: ' <br />PROTECTION <br />VERTICALS w! in <br />� <br />■ : ( I <br />N REQUIRED <br />QUIR <br />D I <br />FILLED CELL <br />PWHRE <br />FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. - o <br />O <br />( SLAB FOR HERNANDO I M ^ I I; K N <br />1 <br />COUNTY ONLY r 53 <br />1 1 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC • ' <br />SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10' <br />1 <br />VAPOR BARRIER <br />' I I l <br />■ : — CJ •GJ — CJ <br />0 <br />EO <br />If <br />rn <br />c� <br />5'-3" T-6" <br />1 <br />O I I N l b) <br />■..1 ......... <br />00 <br />I I P� T. D -3 1 /2" <br />Cl) <br />2'-6"x2'-6"X1'-0jFTG G <br />W/ (3) #5 E.W. S3 <br />�� T-5„ <br />SLOPE <br />7. 1„ <br />(2) #5 REBAR <br />2'-6" x 2'-1 x V-0" <br />AHU 1 I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />U.N.O. 1 STORY A <br />`~ CC <br />S3 <br />/ / ( S3 <br />ici <br />FILLED CELL <br />T <br />J. <br />CJ y / _ 1 <br />i <br />/ ................ <br />— — <br />o <br />25'-10 28 / / g -51 a' — — — — — — — — <br />■ <br />■ 4,�„ <br />kiN <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. - <br />1 -4" I <br />L <br />INDICATES FILLED CELL w/ 3000 PSI I i i / PROVIDE /2' x 9" `n <br />CONC. GROUT FROM FT. TO BEAM / RECESS FOR I OOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB / <br />SLOPE I <br />1 <br />S3 <br />( <br />LO <br />TYP @ ALL PLACES SHOWN / / HVAC CHASE TOP OF GONC.I PAVER T BE 4" <br />4'-0" <br />4'-4' 4'-6" <br />/ <br />' HOOKED FTG. DOWELS 5" EMBED / / BASED ON <br />� 0':0.' BELOW FIN. FLR.::: <br />■ <br />: ■ <br />' ' <br />■ ■ ■ <br />( W/ 25" EXT. ABOVE SLAB "GRADE 40 / LOCATION I ................... <br />' ' <br />/ : ::::: <br />STEEL"-----,---- <br />:::::::: . <br />. <br />4'-0" <br />16'-10" <br />..12'-10" <br />o <br />LO <br />STEPS AS <br />PROVIDE 1 Y2' RECESS i / / I I <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />1 / <br />FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. " """"""' ""' . ... <br />LOW WALLS <br />10-1 04" <br />... . <br />I <br />WIDTH CJ-- — --— — — — — — CJ I—CJ CJ: <br />CJj ■ <br />■ / i/ REF. :. • <br />— — — Tr— — — — — — — — — — — — — <br />__— — _— _� •• <br />__—_---- �— -- <br />— _j <br />— — — — — <br />° jj <br />TYP @1 <br />I l CHASE TO ISLANrD <br />I D.W. �0 j <br />t I <br />0 t <br />STORY U.N.O. <br />A cv <br />o <br />I <br />in <br />L — J— :: <br />/ / L._ - J I <br />:: Ilj � <br />S3 <br />`n <br />— — — — <br />I SINK / DISP <br />M <br />I <br />I 3 1 /2"li� <br />1 <br />01-01, <br />L _ <br />/ / 16'-0" 2 -9y" 6'-10" :. <br />.• <br />: O , ■ <br />4-,z <br />t <br />I <br />t 9 <br />"'---------- <br />i --------- - <br />t <br />- L0, <br />T <br />--------- - ----------- <br />-------J <br />' <br />■ . . . . . . . . . . . 0 . . . . 0 . . . . . . . . • . . . . . . . .: » « ■ . . . . . . . . . . �. . . . . .: « » ■ . . <br />. . . • • . . • . • . . . . . . . . ■ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />64" 1,_9e„ 3,_2$•• 5'-0" 5'-0" 5-10" <br />T-10" L 6'-0" <br />2'-1WTI" 1 5-1 <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 />wCID <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1 -0 <br />#5 CONTINUOUS <br />,�: ' <br />; . _• <br />'�_ <br />REINF. SEE FND. FOR <br />•;r <br />QUANTITY <br />,;', <br />',; ' <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 />�•�. �. �. <br />;�, �'; <br />'�_ <br />*"Alternate: <br />The reinf. bars shall be <br />•, • • •, • •. <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 />C9 <br />Z o <br />— o <br />Z <br />z <br />a13 <br />Z <br />V) (D <br />Q) C <br />4} w <br />�V � <br />O w <br />m <br />E <br />�V) <br />Ca U <br />�C5 <br />m <br />w <br />�E <br />- <br />4)M M <br />T 0 Cl) <br />_ <br />t71 <br />O O N <br />L V-00 <br />U <br />r~ o <br />N n. <br /><Crn <br />o <br />��v <br />rn ¢ d <br />B D. <br />N <br />N N <br />V <br />.w OU) <br />W <br />Z <br />� <br />W a =j_;�_ a <br />V¢�LLo l a <br />LU _ - 1 <br />ain0, =5 <br />im <br />z C mQ' O <br />iu o� <br />LL Z <br />W N Q M A <br />A <br />o U O <br />WWW.FDSAK.COM <br />yy co <br />flit7p�fic�, <br />• <br />S y � 'r'q <br />(� i`�� <br />�,. ,�. �,�• pie . <br />` rfi� �'ti`ti41 <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 lath 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 />oZ <br />0 <br />in <br />w� <br />f Q <br />z <br />ppp�,,, <br />W Q <br />go�� <br />W Q <br />LIB <br />�OwLu <br />Lu <br />O <br />OLu <br />L <br />W <br />F•-- <br />< <br />Z O <br />x U <br />6 <br />Z <br />� <br />zZz <br />- <br />0 <br />z <br />O <br />JW <br />U <br />= <br />0 <br />0 <br />9 <br />Apo <br />Q U <br />0- <br />J� <br />C�06 <br />�g <br />J <br />N <br />z¢Z;� <br />a <br />S E5 <br />z <br />J <br />LLJ <br />Uj z <br />T-{ <br />N.u <br />Z <br />z <br />DS <br />�, <br />Hz" <br />m <br />0 <br />( <br />`.6 <br />z <br />J <br />U..I <br />= <br />J Z <br />r, <br />T-41 <br />CL <br />Un <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION N0. 4mO <br />SHEET NO. <br />6.0 <br />