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c <br />c <br />c <br />a� <br />v <br />S <br />N <br />rn <br />0 <br />rn <br />t2 <br />I <br />rn <br />i <br />x <br />m <br />r� <br />L <br />•v <br />c <br />M <br />0 <br />0 <br />J <br />rh <br />cc <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />H.B.+ <br />I <br />• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • <br />• . • • • <br />• ••••• • • • • • • • • • • • • • • • • • • • • • • • •• I <br />O <br />N <br />i <br />10 <br />1 <br />I <br />23'-6$' <br />Mlm <br />O <br />1'-1 <br />I <br />■• <br />j4. <br />I <br />II Ij. <br />OPT. D I QPT. V�1 1 <br />TYP@ 1 STORY <br />t — - <br />~I <br />3 1 /2" <br />SLOPE I <br />i� 1 <br />0n <br />U.N.O. <br />I I <br />1 <br />in <br />A <br />1 io <br />• <br />r\ <br />S3 <br />I I I : <br />� <br />io <br />CI I <br />: I <br />+ C� I <br />o <br />°° <br />— <br />— — <br />— <br />■ INDICATES FILLED CELL w/ 3000 PSI— <br />CONC. GROUT FROM FT. TO BEAM <br />CHASE TO <br />I ISLAND <br />BUILDER TO PROVIDE <br />M <br />: W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ ALL PLACES SHOWN <br />I <br />KITCHEN ISLAND <br />WALLS I <br />K <br />S3 <br />APPLIANCE PROTECTION I S3 <br />WHEN REQUIRED PER FBC <br />1 <br />HOOKED FTG. DOWELS 5" EMBED <br />—LOW <br />— <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I: <br />1 <br />I STEEL" 25'-15" <br />1 1 1 1 <br />20'-6 <br />6_8„ 1'_4„ <br />4, O„ <br />STEPS AS <br />REQUIRED <br />j1 fi--_=77a- <br />: I I II f `� �1110 <br />1 1 IIIL—JIII3 I: <br />7'-5" T-V <br />5'-8" '-0" <br />PER FIELD <br />CONDITIONS <br />PROVIDE 1 / RECESS ^m I <br />K <br />CC <br />CC <br />2'-6" x 2 -6" x 1'-0" <br />b <br />r W/ (3) #5'S E.W. <br />LIIL,�J�II <br />■• I FOR SGD. REFER TO <br />iv I I r — — �h 1 ; ; <br />�W.H.�` <br />S3 <br />1 <br />S3 <br />S3 <br />MASON'S SLOPE FOR <br />WIDTH III <br />D.W. <br />CJ I <br />% <br />I ■ <br />Sir <br />o <br />III <br />— <br />— — <br />1 <br />Sir <br />1/2" SLOPE <br />I <br />3 <br />-3 1/2" <br />N <br />1 <br />8" 4,_8 <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. PROVIDE YZ' x 9" <br />�, <br />L 00 <br />"v <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />kZ3 <br />■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC.IPAVER TO BE 4" <br />1 <br />MIL VISQUEEN VAPOR BARRIER <br />BELOWFIN. FLR. <br />3-8" <br />4'-4" <br />: G <br />r <br />in <br />■' 17lie'-5$" I:: .... <br />36•_68 . .... ::. .........: <br />vo. <br />S3 <br />TYP @ 1 <br />„ „ <br />2 -6 x2-6 x1-0„ <br />j ' ' • • <br />' <br />STORY U.N.O. <br />W/ (3) #5'S E.W.ce) <br />1 <br />' <br />CJ <br />• 'CJ 10 - <br />CJ — CJ <br />■• ' <br />........ <br />.. <br />�■ <br />I <br />o <br />HVAC CHASE %' <br />... _ _ <br />......—.� _.� �._ 3 - <br />11I <br />j �111 } 1 <br />1� <br />o <br />r <br />Lo <br />iry <br />M <br />I BASED ON <br />} <br />( <br />Cl) <br />I LOCATIONIf <br />t r0101, <br />'� <br />i <br />II � �l• <br />� II 1 <br />1T-28' <br />2'_g" 2•_8" 2'-11$'II <br />I iO <br />I L. JI }0 _ <br />T-5Q' 1 2' <br />S-2a" 1 2' <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <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 />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 />w <br />w <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.; • • •�: #5 RE <br />QU <br />#5 <br />BA <br />CONTINUOUS <br />: ' ; .': • " "�_ INF. SEE FND. FOR <br />ANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />' HORIZ. REBAR, TYP. <br />., , '• .. ,. U.N.O. <br />' • **Al <br />The <br />temate: <br />�,� �•�•� �•� ��� ,� reinf. bars shall be <br />•, •, • • •, con <br />SCALE: 3/4" = V-0" <br />F u L <br />o <br />® o <br />a. <br />13 <br />U) <br />V) (D <br />� <br />(DOO <br />w <br />U — <br />0 LLj <br />TM <br />.1� <br />m <br />O p <br />m N <br />!SJ <br />r o <br />U <br />S <br />N Cl) <br />�Wl� <br />f6 -O M <br />o <br />O 0 <br />o <br />J__ LL 00mo <br />CO Q- o <br />rn <br />v Qv <br />rn ¢ d <br />B D. <br />N Ycw� <br />I <br />I <br />N N <br />rn <br />o <br />�/ � oo <br />U) Z'W �M�z z° <br />"Z. <br />� P� a <br />lei•�� <br />o <br />YV <br />'"a rrlww <br />v <br />.• <br />AI <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O Z <br />O <br />�Q <br />LLJ <br />�F <br />WaWQ` <br />vzoo <br />�oLw <br />J <br />�apm <br />OL�o <br />a <br />z <br />"who m <br />LU <br />Q <br />zz <br />L <br />N <br />J <br />¢o <br />> <br />CL <br />�Z <br />� <br />z <br />z <br />O <br />�z <br />F <br />Ln <br />O <br />U <br />= <br />TI <br />inJ¢ <br />U, <br />Z <br />U, <br />0 <br />-oil <br />0 <br />Eo`6 <br />LL <br />UU p ga- <br />zw <br />' <br />, V <br />E-- <br />Z a Z <br />0 <br />W <br />a� a� <br />Q <br />Ct" <br />o4,9� <br />z <br />zw <br />V"4 <br />�o <br />rx aya <br />W <br />Lr) <br />di <br />d z <br />� <br />,-•I <br />u.l <br />Q <br />g <br />z <br />o Q Q <br />zz <br />,M•1 <br />z <br /><zo <br />C) <br />z <br />g <br />= <br />a <br />� <br />,-+ <br />a <br />Ln <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: FFLORES <br />VERSION NO. <br />3ol <br />SHEET NO. <br />6.0 <br />t. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR <br />DETAIL <br />