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GROUT FROM FT. TO BEAM <br />W! (1) #5 REBAR VERT ABOVE SLAB <br />TYP PLACES SHOWN <br />LC_ — — — J <br />I KITCHEN ISLAND :; <br />BUILDER TO PROVIDE <br />00 <br />• @ALL <br />I LOW WALLS <br />K <br />APPLIANCE PROTECTION I J <br />� <br />HOOKED FTG. DOWELS 5" EMBED ° <br />S3 <br />S3 <br />" <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />1 CHASE TO <br />WHEN REQUIRED PER FBC <br />■ STEEL" <br />1- - - - - <br />I ISLAND I <br />- I - - <br />I <br />- - - - - <br />o <br />- <br />1 <br />tC'J <br />tCIJ <br />II : <br />I <br />in <br />TYP @ 1 STORY <br />U.N.O.-F <br />—_=_—�I <br />S_31/2" <br />SLOPEI <br />I O+-0's <br />I �PT. V I OPT. D I: <br />+ <br />■: I <br />II II <br />ILoJI <br />20'-112' <br />1. � � <br />- - - -4'-6a, <br />'I <br />Ile <br />I <br />CV <br />T-54" 1 2' <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />H.B.+ <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />5'-23" <br />FOUNDATION PLAN <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 />W.W.M. 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 />w <br />W <br />co <br />CONTROL JOINT DETAIL <br />SCALE:NTS <br />,• •� <br />. �" <br />:;: <br />'--#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />'- <br />BAR ONE FOR EA. <br />. <br />HORIZ. REBAR, TYP. <br />;.� <br />U.N.O. <br />:.�:':..:': <br />""Alternate: <br />' <br />The reinf. bars shall be <br />fir,, �:�,, ;:.%., <br />cont. around corner by cold <br />�'�:=,, •'�:%,, �'�.= <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER <br />BAR DETAIL <br />SCALE: NTS <br />0 v <br />ia <br />O <br />CD <br />O <br />z N93 <br />'Q <br />d <br />E3 <br />Ir/ z <br />I <br />vW <br />(DM <br />Q <br />,O <br />W <br />o <br />�Lh <br />C) <br />2m <br />M 1- <br />m N <br />LU <br />F— <br />U <br />N c•M <br />0) m <br />N 'D cc") <br />S g? <br />O p N <br />�o <br />aC)°Oce <br />Q rn <br />(a. C:, <br />C) <br />Ma o <br />Al I <br />B D. <br />N C B D C <br />1W <br />O <br />v <br />W �M�z � z <br />c <br />w <br />O <br />'r N 0. <br />W L�! <br />Z V,� i� A141,,114, <br />x <br />v. d. <br />v. <br />�FHSENG. <br />F ... <br />� •�ittr�f�2s°f.i <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />w� <br />za <br />a <br />f <br />F <br />Z <br />W¢Q� 0: <br />oos0 <br />�o?Z <br />■wJ■ <br />ri <br />1° J <br />zO <br />Oo <br />W'�N <br />O <br />> <br />Q <br />i Z <br />Ce <br />e, <br />a <br />4� <br />O <br />O <br />Z <br />W <br />U <br />= <br />�/ <br />O <br />O <br />. <br />oo0 <br />�Y� <br />au <br />� <br />� <br />a <br />0 <br />N <br />z W z a <br />aaLu <br />zSao <br />W <br />�a�-YU <br />J <br />Ln <br />--I <br />W <br />Q <br />� <br />z <br />N <br />k <br />z <br />tj <br />$ao <br />) 0 <br />co06 <br />Z <br />_ <br />U) <br />¢ z <br />0 <br />,—I <br />0- <br />1cn <br />s <br />SCALE : AS NOTED <br />DATE : 4/11 /2018 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />0 <br />SHEET NO. <br />6.0 <br />