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rn <br />L0 <br />0 <br />r- <br />Ln <br />:.l <br />I <br />m <br />02 <br />a`3 <br />E <br />I. <br />tin,_n„ <br />T-6" \ \ '-10" 5'-8" T-10" T-8" T-10" 2'-0" 6-10" T-4" 5'-2" 4'-4" <br />STEPS AS <br />\� \ <br />2' 0' <br />\ \ <br />TYP @ 1 STORY <br />REQUIRED <br />10'-2" \ <br />U.N.O. ° <br />S3 <br />M PER FIELD <br />S3 CONDITIONS <br />H.B. t <br />\ \ \ <br />cM <br />LAV ZN \ \ <br />\ II <br />f� <br />o <br />I� \ III I INDICl�TES FILLED CELL w/ 3000 PSI <br />PROVIDE 1 Y" RECESS <br />,.� N \ <br />I \ \ �1� i CONC. GROUT FROM FT. TO BEAM <br />U', <br />FOR SGD. REFER TO <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />MASON'S SLOPE FOR <br />TYP @ ALL PLACES SHOWN <br />III I <br />WIDTH <br />19 N <br />ITUB/\\ \ HOOKED FTG. DOWELS 5" EMBED <br />\ IOWER I ABOVE SLAB "GRADE 40 <br />■ <br />10 <br />(�TSH <br />11 1 STEEL[EXT. <br />�"_�__ <br />■ <br />_ <br />\� <br />1\\ \ HVAC CHASE <br />1 <br />A <br />IfII <br />z�\LAV <br />\\\ \ \ BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />\\ \ LOCATION I HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x 1'-0" <br />w/ (3) #5's EW <br />\\\ <br />■ <br />�i <br />\� \ 3-1/2" MIN 2500 PSI CONC SLAB <br />■ <br />CJ \\\ \ \ OVER 6 MIL VISQUEEN VAPOR <br />\\ \ \\ 29'-5$" BARRIER <br />I <br />20'-6�" <br />&01— 011\ <br />\ \ <br />rG <br />I \\\ <br />I <br />\\ \ \ <br />\ \ S3Ci <br />_L- _ j <br />E <br />9'-114 <br />II --- g.72. \\\ \ \ 8'-111' <br />21'-10" <br />;- <br />jIIII I \ <br />I I11 a o I \ \ \ S3 N <br />v <br />in <br />I I I I O I \\ \\ ih <br />■ <br />2'-114' 7\ \ \Ej <br />Irr ----I I'I I I 1 1Al <br />i <br />19'-104' <br />I a0 �01 j S3 I \\\ \\ I I I 16'- s' I I I I I rN <br />3'-0" x 3'-0" x i'-0" 1 2'-6" x 2'-6" x 1'-0" <br />rl <br />■ <br />w/(3)#5'sEW <br />w/ (3) #5's EW <br />_________ — — — <br />\ <br />_ _ <br />.H. <br />31/2" <br />T-1C g„ <br />■ <br />I <br />I o <br />CC <br />STUB UP TO <br />I <br />LO <br />S3 <br />— 2ND FLOOR <br />BUILDER TO <br />2 STORY <br />_ _ _ FOR A/C <br />PROVIDE APPLIANCE <br />CC <br />_ 5 GG <br />7'-9$" 2 _g 2'-6$' 7'-9$" <br />PROTECTION WHEN <br />S3 <br />6 S3 <br />REQUIRED PER FBC <br />r - ---- ---- —� <br />CJ <br />I I <br />I II r. �,r---�I <br />1 uj 2'-6" x 2 -6" x 1'-0" <br />cc <br />53 <br />I I I ° J I JJi D.W. 11 M a <br />L <br />■ <br />O w/(3)#5'sEW <br />__ _JL=__ <br />II SINKw/DSP <br />II <br />1— <br />__1 <br />IOPT. <br />19'-72" <br />9'-7$" <br />M�a <br />m <br />1I <br />11 CHAS TO <br />II ISLAN <br />REF. <br />( <br />I <br />■ <br />1 <br />I <br />II RANGE <br />IL <br />—1 <br />CJ 2 STORY <br />Cc <br />T <br />r <br />I �"� <br />I I`, <br />83 <br />F- <br />■ <br />1 <br />l <br />I <br />1 <br />CJ <br />CJ <br />W <br />■ <br />1 <br />LAV WC <br />t,�.r/ r <br />1 <br />�z J <br />■ <br />(2) #5 REBAR <br />7" (2) #5 REBAR='1'.= <br />VERTICALS w/ in <br />S3 1 VERTICALS w/ in <br />7 <br />FILLED CELL <br />FILLED CELL <br />J <br />91-11'T <br />2-6" <br />8'-4" <br />I <br />S3 <br />— <br />PROVIDE %2" x 9" <br />RECESS FOR FRT. DO R <br />T-0" x 3'-0" x 1'-0" <br />L <br />I <br />n9< <br />w/ (3) #5's EW <br />■ <br />■ ■ CJ <br />— � — — <br />— — <br />■ <br />2'-6" x 2'-6" x 1'-0" <br />w <br />00� <br />-3 1/2 I <br />w/ (3) #5's EW <br />J <br />to <br />_0 <br />4'-0" 3, 6, ,-10" T <br />0„ T <br />" <br />I <br />is <br />in <br />■ <br />1'-8" <br />16-0" <br />-0" <br />1'-4" <br />8'-0" <br />" <br />6-8" <br />14'-8" <br />L <br />2'-0" x 2'-0" x 1'4' <br />S3 <br />W/ (3) #5'S E.W. <br />TYP. (4) KXX <br />L <br />S3 <br />-0" 5'-10" -0" <br />5'-8" -0" 5' 10" '-0, <br />18'-8" <br />10'-0" <br />21'-4" <br />50'-0" <br />FOUNDATION PLAN - ELEV-B <br />SCALE: %4'=V-0" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />Uj <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <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: 3/4" = V-0" <br />r Ir <br />co <br />0 <br />z <br />f � � <br />W <br />C.n <br />O w <br />m <br />o <br />� <br />Cl) <br />m <br />4 4J <br />�8ca <br />0 , M <br />Cl) <br />O o 0 <br />C <br />INN= Y <br />s LL m <br />0 Y Iz <br />lf) d v <br />o`� Q o <br />a ® <br />RID® <br />N C B C <br />. D d <br />N <br />pp� � <br />1N►0 <br />CRo <br />Qem <br />zU'Z <br />LN:SN <br />I" dg2� <br />u. W w <br />W <br />W VZZ,C& <br />Z Q .� ¢ �o ��i�t�df��� <br />� <br />� <br />Uj <br />:FLMENG. eJ <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 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers 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 />�o <br />LU < x <br />OUzOVO <br />Z <br />z v z <br />�oW <br />0 <br />S <br />� J <br />L <br />y�y CL <br />l WOOD <br />O � <br />A\ <br />/ <br />z <br />m QQ <br />Q <br />J <br />zz <br />Qo <br />fz <br />-0 <br />� <br />zfzL <br />z <br />0 <br />� <br />fa <br />� <br />Z< <br />Q <br />z a <br />9 2: <br />UP) <br />N <br />z <br />W <br />0 <br />*k <br />N <br />z< <br />W <br />a <br />In <br />Q¢U <br />o � <br />z <br />z <br />N <br />tV <br />Lu u_ <br />ce 2 !E <br />LU <br />J <br />Lr) <br />ri <br />� <br />N,-Yo <br />LU <br />S,0 <br />w <br />2:z <br />ewEz <br />a <br />In g <br />z <br />�o <br />JZ <br />O <br />06 <br />�i <br />X: <br />` UJ <br />x <br />r1 <br />r-4 <br />a- <br />(n <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n2 <br />SHEET NO. <br />6.1 <br />