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M <br />L0 <br />C) <br />P <br />L0 <br />C14 <br />C14 <br />�2 <br />M- --q <br />C14 <br />r�o <br />0 <br />LO <br />C) <br />Z. <br />�0- <br />C <br />t-11 <br />00 <br />l— <br />Cn <br />4) <br />E <br />0 <br />ry <br />co <br />C) <br />C14 <br />CN <br />1. <br />T-6" 3 -10 5-8" T-10" 7-8" T-10" 2'-0" 6-10" 3'4"' 6-2" 4'-4" <br />.0 11 <br />11 <br />41 <br />STEPS AS <br />2--0" <br />C <br />TYP @ 1 STORY <br />REQUIRED <br />1 U-211 <br />01 <br />U.N.O. <br />PER FIELD <br />CONDITIONS <br />H.B. t <br />NJ <br />01 <br />1 <br />IN m7 IN N <br />-7 <br />9 <br />LAV <br />7 <br />7 <br />\\--PROVIDE <br />----------- <br />INDIC TESFILLED ELLW/3000PSI—/ <br />1 Y2" RECESS <br />CONC. GROUT FROM FT. TO BEAM <br />1.0 <br />FOR SGD. REFER To <br />W1 (1) #5 REBAR VERT ABOVE SLAB <br />MASON'S SLOPE FOR <br />"rzl <br />TYP @ ALL PLACES SHOWN <br />1TUB/ <br />WIDTH <br />C14 <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" [EXT. ABOVE SLAB "GRADE 40 <br />A <br />STEELj- <br />LAV <br />HVAC CHASE <br />BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />LOCATION HERNANDO COUNTY ONLY <br />Z-6" x Z-6" x V-0" <br />w/ (3) #5's EW <br />v/ <br />3-1/2" MIN 2500 PSI CONC SLAB <br />Ci, OVER 6 MIL VISQUEEN VAPOR <br />2 _53, BARRIER <br />9 <br />20'- <br />01-01, <br />7 <br />71 <br />7 <br />7 <br />7 <br />F <br />7 <br />�3 <br />Ci <br />Ci <br />7 <br />L--j <br />O.-011 <br />E <br />9,-iia- <br />4 <br />8'-721" 8--113" <br />4 <br />2 1'- 10" <br />7-/ <br />LO <br />0 <br />117,3 <br />Z-1 13" <br />LIL -j 4 <br />rr —1 N 1 7 1 11 7 'k 7 1 7'17 t\: 1 11 1 111 1 J-- <br />GG <br />19'-1041" <br />S3 6'- �7f <br />'0 18, <br />3 x T-O" x 1'-0" Z-15" x Z-16" x 1 --0" <br />L? <br />I N <br />co <br />L <br />-1 -1, <br />11 <br />d <br />11 <br />wl (3) #5's EW <br />w/ (3) #5's EW <br />I FI.- 1-1 1-1 17 <br />N <br />H. <br />3 1/2" <br />—r9 tt-- — <br />91, 11 <br />CD <br />C <br />cc <br />ES3 <br />\-STUB UP TO <br />-1 <br />0 10 <br />2ND FLOOR <br />BUILDER TO <br />TORY <br />2STORY <br />FOR A/C <br />PROVIDE APPLIANCE <br />cc <br />15 t*G G� <br />2'-8" Z-61" T-983" <br />PROTECTION WHEN <br />S3 <br />T6 III . �3 <br />I <br />REQUIRED PER FBC <br />L— <br />E9 <br />Ci <br />I <br />P <br />V 11 F <br />(L Z-13" x Z-6" x 1 On <br />I I D.W. I <br />M <br />0 w/ (3) #5's EW <br />0 <br />11 SINK w/ D SP 't <br />F- <br />--1 <br />19 -7� <br />9'-7g <br />00 <br />I I CHAS� TO <br />ISLANr <br />OPT. <br />REF. <br />RANGE <br />2STORY <br />t,cc,N <br />"JT <br />I <br />r7.1-1- ( -7 <br />L <br />04 <br />LF <br />I cii <br />ci <br />W) <br />LAV <br />L--J <br />(2) #5 REBAR <br />7" (2) #5 REBAR <br />VERTICALS W/ in <br />VERTICALS W/ in <br />FILLED CELL <br />FILLED CELL <br />g'-1 1 <br />8'-4" <br />T-O" x 3'-0" x <br />w/ (3) #5's EW <br />0.-0'. <br />Ci <br />Z-6" x 2'-1 x V-O" <br />Lul <br />0- <br />&-31/2" <br />2'-6" x ZW' x 1'-0" <br />w/ (3) #5's EW <br />0 <br />w/ (3) #550- EW <br />T- <br />4'-0" <br />1. 101, <br />.6 3 <br />L. T-311 <br />FM <br />L�M,7 <br />FVM <br />NJ <br />E <br />L <br />I <br />S3 <br />2'-0" <br />4--0" <br />18'-8" <br />101-01, <br />164" <br />50'-0" <br />�1 <br />FOUNDATION PLAN — ELEV—A <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 />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 />U-j <br />Uj <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-01" <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 />-Alternate: <br />nf. 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" = 1'-0" <br />Lo <br />2f m <br />CD <br /><r- <br />U)I <br />0 <br />U-j <br />U <br />0 LU <br />C-1 <br />Z:) <br />1-W <br />E <br />0 <br />u) m <br />C) <br />CN <br />0) c) <br />m co <br />WIN <br />ru -0 co <br />o '= 04 <br />0 c:> <br />Of <br />x- I co <br />15 - co <br />0 -2 iz�- <br />0 <br />D) <br />U) ca. 6 <br />Lo 0 <br />cL <br />6 <br />A I <br />�4 <br />N C B D C <br />U) cl� <br />LU 9�2 <br />g <br />uj <br />cl) S), <br />Uj U., �� — - <br />—. & <br />z 0 R <br />m2 0 <br />0) <br />LLZ E <br />W <br />W ALI <br />W <br />C&. <br />3 11 li5- <br />*% F 1 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 seat is only for <br />the structural engineeiring portions of the drawing pages bearing <br />Engineers signature and sea]. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FIL 33607 <br />www.LennarTampa.com <br />0 z <br />0 <br />Lu <br />z <br />z <br />0 <br />a. <br />w <,y 0� <br />U�00 <br />5 U5 <br />2-7 <br />z ce <br />Lu < <br />U z <br />0 <br />D z <br />owz <br />Lu <br />OD <br />u-j ; <br />0 Ix o <br />u mw c@4 <br />< <br />< <br />8-v) <br />7 z <br />0 <br />u <br />0 <br />F- <br />0— <br />2: z <br />z <br />:5 <br />Z <br />14 35' <br />0 <br />> <br />< <br />C) <br />z< <br />U. <br />U-) <br />rn <br />zD <br />H E- <br />0 <br />0 <br />H5 <br />LJL <br />10,- <br />z<z< <br />< <br />L0 <br />Lu <br />z <br />rN <br />8 `- 2 <br />u, C5, <br />LLJ <br />Lr) <br />6j <br />L,,u - 8 <br />di <br />8 <br />rq <br />uj 0 <br />w z <br />z <br />17U <br />< C) <br />z n <br />0 <br />z <br />LU <br />(A 0 <br />uj <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION No. 4n2 <br />SHEEr NO. <br />6.1 <br />11, <br />