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C <br />C <br />a <br />1' <br />H.B.; <br />5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />-10" L. 6'-0" <br />6'-0" 1. S-10" Z-10gj" 5'-11 <br />•� •— •— .— . •— •-- •--- •^— •— •— •— .— .— •— •— •— •. .— •— • • •— ............... • <br />• . • • • ... <br />OT <br />—r..r==r..r..r..r= � : i <br />� : � <br />: <br />'.. _—� — � — -- �r <br />O <br />1 <br />� <br />\ \ 3n I <br />0. <br />16 6-1 <br />Cl) <br />CIII <br />&-3 <br />\ \ <br />1/2" <br />I \ \ SINK I DISP <br />o <br />LO <br />S3 <br />\ I - _ <br />I I D.W. I I I :: <br />II <br />oo <br />rA <br />L <br />\ <br />I I L = _ _ - - _ - - - I CHASE TO ISLANLD- <br />�� <br />o i I <br />TYP @ 1 <br />— — <br />\ - <br />- - - - - - - - _- - _ <br />- - - <br />1 1 <br />STORY U.N. 0. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y" RECESS \ \ CJ L - - - - - - - - - - - - J CJ OPT.: --r CJ CJ, ; <br />FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. . , ::: , : • • • • • • : • .. .. : . <br />CJ -1} I . ■ <br />; ; ; ; 10'-104" <br />PER FIELD <br />• • • ... <br />MASON'S SLOPE FOR \ LOW WALLS <br />I <br />• • • , <br />o <br />CONQITJONS <br />: WIDTH \ <br />�12'-i0' <br />in <br />I \ \ 16-10" <br />r <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />\ \........... <br />......... <br />::::::::::::::::::...::::::::::::' :::" ::.::: <br />CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE I ' ' <br />iltW/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON SO.-0'. TOP OF CONC./ PAVER T BE 4" <br />' ' : ■ <br />■ ■ ■ <br />■ <br />\ \ BELOW FIN. FLR, <br />TYP @ ALL PLACES SHOWN \ \ LOCATION <br />HOOKED FTG. DOWELS 5" EMBED \ <br />4'-0" I <br />4'-4" <br />4'-6" <br />\ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ PROVIDE %z' x 9" <br />SLOPE <br />STEEL" I \\ I RECESS FOR FRT. OOR M <br />I <br />L <br />o <br />\ \ 2'-6"x2'-6"X1'-0" FTG11' <br />I 4" <br />I <br />S3 <br />25'-10 28" \ \ 9'-512s" W/ (3) #5 E.W. <br />4'-4" <br />�n <br />00 <br />EO <br />I \ \ .. .................. <br />\ \ — — — <br />- - - - — — — —--'cl`c` — — — <br />■ <br />-1 <br />A <br />I CJ CJ <br />r \ <br />T_ <br />v <br />TYP @ 1 STORY 83 <br />: \ I S3 CC <br />I <br />00 <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />'- <br />2'-6" x 2-6" x <br />I I ^C8 I/AHU\1 <br />VERTICALS w/ in <br />j • T- <br />I iv :: : ; I 3'-5" <br />FILLED CELL <br />7'-1 " <br />W/ (3) #5'S E.W. <br />_ F- <br />2'-6'x2'-6"X1'-01, <br />o <br />I W/ (3) #5 E.W. 3 I <br />m <br />I OPT. D PT. I : -3 1/2" <br />SLOPE <br />'-100 <br />5'-3" 1'-10" 3-6" I O I I N I ;- <br />� <br />O <br />I I <br />• 3-1/2" MIN 3000 PSI CONC. I I ' 2' 734a 6'-5" 3'-2" ' <br />I" <br />cg <br />0) <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />I I <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONC =N : ' K <br />SLAB OVER 6 MIL VISQUEEN I M �^� I S3 o I <br />S3 <br />I <br />VAPOR BARRIER ' N <br />35'-4" 20'-6" <br />■ ( <br />I :: <br />BUILDER TO <br />: <br />:: <br />PROVIDE <br />I <br />2 # <br />()5 REBAR I <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL I <br />WH• <br />00 <br />I <br />WHEN REQUIRED <br />PER FBC <br />_ <br />-- <br />— — <br />---------L' — — <br />— <br />+-- <br />-------) <br />00 <br />5'- <br />11i <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />5' <br />H.B. <br />7-15" <br />FOUNDATION PLAN. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 7" 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 />Lfl <br />-- � L zd <br />C a <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <br />#5 CONTINUOUS <br />• <br />.. _• <br />"•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />• <br />' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />., . <br />U.N.O. <br />• ; . �•� ; <br />; ;,; • ; <br />'�_ <br />"Alternate: <br />The reinf. bars shall be <br />r • • �; . �;; • ;;: • �;. <br />cont. around corner by cold <br />•• •: • •: •: <br />bending the bar w/ min, <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />00 <br />� r <br />Z CM <br />_ O <br />z CO <br />z Qd <br />Q <br />r <br />V, 0 <br />w <br />o <br />Cl) <br />U <br />o <br />CD N <br />L.1.1 E <br />MIN <br />CD m OM <br />oo <br />>`LL00 <br />C) <br />�o <br />Naa <br />�a o <br />B D® <br />:�Jl <br />N ti <br />to O M N <br />I�LU 14 Z <br />Z W mN�z w z <br />W Q° w <br />— <br />> " <br />-E o` a <br />&a, <br />Q W V <br />Z 7S <br />Woo a °w <br />LLZ N 'N <br />47.1�} <br />. <br />•� <br />� �,' e <br />. J �� <br />a G` <br />�,10�� <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 />Residentlal 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 ( Tampa, FL 33607 <br />www.LennarTampa.com <br />t06 <br />3� <br />z <br />�F <br />z <br />o04�4�Q' <br />FzF U ZQ <br />^� <br />1. L <br />S 0 z Z <br />d J <br />z <br />o�L,0 <br />OUj <br />U O OO <br />L <br />^' <br />¢ <br />Z ZZ <br />} U <br />z <br />fin <br />�W/ <br />LL <br />qq <br />Z <br />N <br />0 <br />z <br />0 <br />-p <br />l..L <br />w <br />U <br />= <br />0 <br />Z <br />o <br />O <br />he° <br />Uoge� <br />�! <br />z ¢z <br />w a <br />o <br />Z <br />� <br />WPYo"- <br />u <br />JLn <br />Q <br />z <br />a_o <br />z <br />I.() <br />6 <br />Z <br />_ <br />rn0 <br />,-1 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 07/08/2019 <br />TECH: FM <br />VERSION N0. 4mO <br />SHEET NO. <br />6.0 <br />