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. a <br />0`1 <br />C14 <br />-8 <br />C14 <br />C" <br />co <br />501-0" <br />4'-4" V-2- T-4" 6-110" 2-4- T-110" T-8- 31-1011 5'-8- 3'-10'/' T-6" <br />2-0- <br />STEPS AS <br />REQUIRED <br />TYP @ 1 STORY <br />t H.B. <br />PER FIELD <br />U.N.O. <br />/ / 10'-2" <br />CONDITION S <br />I <br />V <br />.................... ................ 7 <br />- - - - - - - - - - - - - - - - - — — — — — — — — — — — <br />............................... .. ................ ........ <br />rif"r <br />- - - - - - - - - - - --- - - - - — — — — — — — — — — — — - r <br />)I,, <br />- _� <br />A. <br />/ <br />_77 <br />..... <br />/* <br />CN LAV <br />PROVIDE 1 Y2" RECESS <br />I FOR SGD. REFER TO <br />INDICATES FILLED CELL w/ 3bOO PSI <br />co <br />.3 <br />( rJ, <br />to <br />MASON'S SLOPE FOR <br />CONC. GROUT FROM FT. TO BEAM <br />WIDTH <br />W/ (1) #5 REBAR VERT ABOV SLAB Jill <br />TYP @ ALL PLACES SHOWN I <br />VER <br />HOOKED FTG. DOWELS 5" E BED <br />"GRADE <br />19 <br />10 <br />W/ 25" EXT. ABOVE SLAB 40 <br />2'-6" x 2'-6" x V-0 <br />w/ (3) #Ss E W <br />STEEL" <br />HVAC CHASE <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR BASED ON <br />HERNANDO COUNTY ONLY LOCATION <br />LAV <br />51 <br />1, <br />3-1/2" MIN 2500 PSI CONC SLAB <br />I <br />OVER 6 MIL VISQUEEN VAPOR <br />Ci <br />.0'-61" <br />1 BARRIER 29'-j- <br />IY-0" <br />C1 <br />N <br />ci <br />Cj <br />C(_V� <br />7// <br />- <br />U-011 <br />r- <br />L <br />_i <br />I <br />L_ <br />-i <br />21'-10" <br />_J 6 8'-72" <br />V-11 "It <br />9, 4 <br />1 <br />—0 <br />10:* 11 <br />I <br />17- <br />=.0 <br />n <br />a I <br />1:1:i:1Z1.AA_ -VIA-3 <br />L <br />;7,fl <br />i <br />r <br />r- 7-7- <br />rGG 0 <br />6.L <br />liti <br />/I \Z3 <br />19'-104- <br />2'-6" x 2'-6" x V-0" T-O" x T-0" x 1 1-0. <br />W/ (3)115's EW ---- <br />7 <br />------14. <br />LO <br />-- — — — — — — — — — - <br />w/ (3) #5's EW <br />y 'y <br />7 <br />HI <br />.-T <br />STUB UP TO <br />3 1/2" <br />I <br />2ND FLOOR 1 <br />FOR A/C 0' <br />4- <br />I <br />& <br />2STORY <br />I <br />BUILDER TO <br />T-9j" 2'4" 7 -ge <br />-4a <br />/G GN <br />- <br />10 <br />PROVIDE APP'L*IANCE <br />2'-8" <br />/07� <br />S3 <br />1 <br />PROTECTION WHEN I <br />r <br />REQUIRED PER FBC <br />Ci <br />F - - - 11177- <br />r <br />D.W. 0 11 0 11 11 1 <br />i L <br />6M <br />IL- <br />cc <br />S3 <br />7-13" x 2-13" x Lu <br />a- <br />w/ (3) #5's EW 0 <br />I <br />INK w/ DISP <br />U)i <br />OPT. <br />I REF. CH�SE TO I I 00 <br />ISI�ND <br />9'4�' <br />19'-71" <br />I <br />RANGE <br />1171 7 7­11 1 <br />1­� 1\ <br />I = I <br />1. '1- 1 <br />2STORY <br />1 <br />tc-c"N <br />Ci <br />U <br />C14 <br />�.. �3 <br />ici <br />L <br />Ci <br />LAV <br />zi <br />(2) #5 REBAR 7- <br />(2) #5 REBAR <br />VERTICALS w/ in <br />in <br />VERTICALS w/ in <br />8'-4- <br />FILLED CELL <br />FILLED CELL <br />----------- <br />—7 --- <br />-------- <br />I <br />I <br />PFOVIDEY2"x 91, <br />RECESS FOR FIRT. DOOR <br />- - - - - - - <br />3'-0" x 3*-U'x <br />V-0" <br />w/ (3) <br />#5's EW <br />)X <br />Ci . . . <br />3 1/2" <br />7-6" x 21-6'x 1 -01, <br />UJ <br />0 <br />Z-113" x 2'-6" x V-IT' <br />w/ (3) #§'s E W <br />w/ (3) #5's EW <br />T16" T- <br />10" T-101 T-f)' <br />4'-0' <br />7-0.� <br />17- <br />................ ii: <br />Alt <br />............... <br />- -I I <br />N. <br />. <br />L <br />S3 <br />4'-0' <br />2'-0" <br />15'-4" <br />6-0- <br />101-0" <br />18'-8" <br />501-0" <br />FOUNDATION PLAN — ELEV—A <br />SCALE: Y4"=1'-0 it <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 />0 LA <br />REINF. SEE PLAN. FOUNDATI NP N <br />y U-ji <br />co <br />CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-9' <br />CONTINUOUS <br />JNF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />1RIZ. REBAR, TYP. <br />4.0. <br />ternate: <br />! reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 0 <br />0 <br />cr) t go <br />C5 <br />18 <br />C-40 <br />LU <br />LU <br />V). <br />LU <br />cli <br />em <br />L, (02 <br />Lu M <br />0 �,-, <br />LL <br />tm <br />LO <br />a;< ci <br />AI <br />ED.T10 <br />N C B�D-C <br />A <br />- <br />r4 110 <br />eq <br />00 <br />C., <br />U) <br />_j <br />a <br />z <br />LL 'D <br />thoh, <br />_v < 01 <br />N <br />W% A 3ZC79 <br />C <br />cj� 0 <br />.2 <br />F <br />To the best of the Enginsees 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 />z g <br />0 <br />ILI <br />0 <br />C) <br />z <br />z <br />0 <br />> <br />to <br />0 <br />LL. <br />U <br />r*4 <br />0 <br />.Z <br />0 <br />U_ P <br />LU <br />< <br />Z <br />00 <br />V, <br />Z <br />LLI <br />r-j <br />Ln <br />­4 <br />1 <br />Lij <br />x <br />< <br />In <br />110 <br />< <br />z <br />z <br />t— <br />0 <br />6 <br />z <br />:5 <br />U <br />LU <br />1 <br />LU <br />x <br />rn <br />M <br />V) <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER <br />VERSION NO, 42 <br />SHEET NO. <br />6.1 <br />