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C" <br />.0 <br />.0 <br />00 <br />C�. <br />!R <br />T-O" <br />H.B.' <br />T <br />1 '-q' , T-2j" T-O" <br />TYP @ 1 STORY <br />U.N.O. <br />Z-106" . 6-11 <br />WIN <br />........... <br />.......... ....... <br />.............. ....... 0 .............. <br />4 <br />CY) <br />16'-0" 2-9j' 6-1 <br />0.-0'. <br />&-3 <br />0 <br />1/2" <br />SINKI/.. DISP <br />LO <br />t7 **N <br />\, <br />F7 <br />I D.W. <br />1 1 1 on <br />A <br />�3 <br />IL - - - I CHAS E TO ISLAN <br />TYP @ i <br />- - - - - - - - - - <br />- — - — - - 4-1 <br />v <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y," RECESS CJ__ L - - - - - - - - - - - - - J OPT. Cj: <br />KITCHEN ISLAND REF. .......... <br />cJT T <br />FOR SGD. REFER TO . . . . . <br />4�. <br />CJ_ 0 <br />. . . . 10"041" <br />PER FIELD <br />MASON'S SLOPE FOR -LOW WALLS <br />CONQITJONS <br />WIDTH <br />16-10" <br />12'- 10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONIC. GROUT FROM FT. TO BEAM HVAC CHASE I *­' ........... .... . <br />W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0., TOP OF CONCJ PAVER BE 4' <br />.......... <br />4'-0' L <br />1 4'-4- <br />4'-6" <br />TYP @ ALL PLACES SHOWN LOCATION BEL OW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />I <br />"GRADE PROVIDE Y2" x 9" <br />W/ 25" EXT. ABOVE SLAB 40 <br />SLOPO <br />_1\ <br />RECESS FOR FRT. POOR ;r) <br />STEEL" I <br />1 <br />/7 <br />2'-6"x2'-6"X1'-O" FzFG ro <br />-4- <br />�3 <br />7 <br />25-1 Off8" 9'-5&" W/ (3) #5 E.W. <br />4'-4- <br />LO <br />60 <br />....... .... .................. <br />aw <br />9 <br />Ci Ci <br />TYP @ 1 STORY <br />'U.N.O. <br />(2) #5 REBAR <br />I <br />VERTICALS w/ in <br />2-4- x 7-15" x 1 1-01, <br />04 <br />FILLED CELL <br />74' <br />W/ (3) #5'S E.W. <br />Z-61, x2'-6"X1'-O'HFT-G_ - G <br />G <br />W/ (3) #5 E.W. <br />-31/2' <br />SLOPE <br />Aco <br />jOS3 <br />5'-3" 11-10 0 <br />—4 <br />CN <br />_Cj �cj _CJ <br />I 2'4j" I <br />3-1/2" MIN 3000 PSI CONC 6'-5- X-2-1 <br />(D <br />0 <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />/K <br />3-1/2" MIN 2500 PSI CONC __L <br />SLAB OVER 6 MIL VISQUEEN I co \,. �3 <br />�3 <br />VAPOR BARRIER <br />35-4" 20'-6- <br />& 01-0.1 <br />BUILDER TO <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0 <br />12'-l" <br />PROTECTION <br />FILLED CELL <br />F, <br />c? <br />WHEN REQUIRED <br />PER FBC <br />................ ........ 7. <br />................. ........... <br />1,-6- L 5'-� <br />TYP @ 1 STORY <br />U.N.O. <br />H.B. <br />T- <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-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 />VWVF 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 />Uj <br />ILL! <br />Cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />77 <br />J, <br />V. <br />-#5 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 />"Aftemate: <br />he 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 />2!: v) <br />1 <br />2! <br />Q) C-n <br />4--J L, <br />0 LL-1 <br />F_ <br />V) <br />(-) <br />LLJ <br />= - <br />I CIS <br />U.) <br />Ci <br />Al I <br />N <br />ED <br />z 0 0 <br />k, <br />E <br />ow <br />_j <br />C), <br />0 <br />UA <br />< o <br />C C) <br />OF - SS\ VV� <br />N, <br />To the best of the Engineer's knoMedge, information and belief, <br />the structural plans and specifications contained vAthin these <br />drawings cornply vAth the 2017 Florida Building Code - <br />I I <br />Residentia 6th Edition. Enginear's signature and seal Is only for <br />the structure] engineering portions of the dramdng pages bearin] <br />g <br />Enginear's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />LU <br />FM <br />.80 <br />,Z <br />CL. <br />w <br />00"'S < <br />o <br />F_ <br />z <br />%%-000 <br />0 <br />0 <br />U <br />LL <br />0 <br />0 <br />Uj <br />91 <br />US <br />J <br />III <br />M <br />. H <br />Z <br />Uj <br />_j <br />In <br />T-4 <br />Lli <br />aj <br />z <br />z <br />0 <br />06 <br />Z <br />-D <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION No' 4n0 <br />SHEET NO. <br />6.0 <br />