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Q <br />i <br />m <br />J <br />N <br />E <br />7 1 <br />1'4.1" . 3' <br />H.B.+ <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />65' <br />2'-10iff" L 5'-11 <br />_4" <br />■ ■ ■ ■ ■ ■ ■ " ■ ■ ■ " ■ <br />............ ... ...................... .. <br />■ ■ ■ ■ <br />.............. <br />r• <br />I <br />o <br />.. <br />\\• <br />{ q I <br />`9 <br />\ \ <br />o <br />-3 1l2 <br />SINK / DISP <br />I L <br />S3 <br />I \\ i I D.W. 1 i I .: <br />\ \ � <br />Ul) <br />I L===� -- _ --- I CHASE TO ISLAND--- <br />o I I <br />TYP@ 1 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 YZ' RECESS \ \ CJ L _ _ _ _ _ _ _ - - _ _ _ J CJ OPT. ; ; -r- 1 CJ, ; <br />KITCHEN ISLAND <br />FOR SGD. REFER TO \ \ REF. ; , :: ; : •, • • <br />CJ -�1i I ; ■ <br />, , , ; ; ; ; 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR \ LOW WALLS ; <br />I <br />CONI�I�JONS <br />WIDTH \ <br />c <br />( \ \ 16-10" <br />12-10" <br />:::::::. : ■ <br />.:.... :........... ■ <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />I CONC. GROUT FROM FT. TO BEAM 1 \ \ HVAC CHASE I .:......:::::::::::...:::::::::::: ' ::::::::::: ::::. ' :: ' ' . <br />\ <br />S <br />■ 4'-0" <br />4' 4" <br />4'-6" <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE C <br />TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR, <br />HOOKED FTG. DOWELS 5" EMBED \\ \ <br />I <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ PROVIDE Y2' x 9" <br />SLOPE <br />fQ <br />STEEL" I \ \ I RECESS FOR FRT. OOR <br />L <br />v <br />o <br />\ \ \ 2'-6"x2'-6 �X1'-O" in <br />I S-4" <br />S3 <br />•; <br />25'-1��� \ \ 9'- 12 " W/ (3) #5 E.W. <br />5'-011 I <br />LO <br />= <br />bo <br />I \\ —-------- <br />■ <br />4 <br />= <br />CJ CJ7"' <br />\ \ I K <br />� <br />°Q <br />TYP @ 1 STORY S3 <br />\ I 33 CC <br />I <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I'" I AHU <br />VERTICALS w/ in <br />iv = <br />FILLED CELL <br />7-1 <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" G <br />I <br />Cl) <br />M <br />W/ (3) #5 E.W. <br />; I S3 I IT.D PT. -3 1/2" 1 <br />SLOPE <br />.. ......... <br />0 <br />_ <br />5'-3" V-10" L X-6" I 0 1 ; <br />N i <br />■ : — CJ ; : CJ — CJ <br />4 <br />3-1/2" MIN 3000 PSI CONC. I I ' 2'-7 " 6'-5" Y-2" <br />co <br />rn <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />I <br />cQ <br />3-1/2" MIN 2500 PSI CONCS3 <br />I SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER iv <br />35'-4" 20'-6" <br />' <br />■ I <br />; ; <br />BUILDER TO <br />PROVIDE <br />1 <br />(2) #5 REBAR I <br />I <br />APPLIANCE <br />VERTICALS <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL <br />WH• <br />WHEN REQUIRED <br />PER FBC <br />-----------I— <br />--- <br />— -- <br />---------L' <br />.. <br />— -- <br />— <br />�--- <br />-------1 <br />A <br />S3 <br />TYP @ 1 STORY <br />1 �-6" - 5'-78" 6 -4" U.N.O. 6 -0' <br />1-4- <br />7'-1 <br />r <br />F, <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 />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.;� <br />'e <br />#5 CONTINUOUS <br />.; <br />, .:• •.. <br />REINF. SEE FND. FOR <br />_ <br />"• ' <br />�• <br />QUANTITY <br />' ' <br />�•• <br />#5 X 25" X 25" CORNER <br />••• ' ••• ' ' <br />•' _ <br />BAR ONE FOR EA. <br />'• •- ' <br />• • •\ <br />HORIZ. REBAR, TYP. <br />•., <br />U.N.O. <br />• •- ' <br />"'Alternate: <br />_ ; • <br />The reinf. bars shall be <br />••�r.i••�r.: •�r.s•��v.• ••�v <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 />V <br />Z � <br />Z <br />Q <br />f2 <br />U) zClV) 0 <br />Q) cn <br />4--J W <br />M o <br />•O W <br />V7 Of <br />120 <br />U <br />W <br />m N <br />Rh <br />U <br />"2 <br />cI <br />Q rn <br />�f::- <br />u.) . <br />MD. <br />N N <br />U)LU <br />a J�. <br />10 U <br />LU <br />LL <br />'Wt0.011) M <br />rJ <br />ROF`SS>,cig <br />To the best of the Engineers 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 />W <br />z <br />Z <br />N <br />9120 <br />N <br />a <br />0 <br />0 <br />ILA <br />W <br />u <br />= <br />Q1 <br />O06 <br />. <br />J h <br />C196 <br />< <br />d` <br />Q <br />Z <br />J <br />Ln <br />r-•1 <br />W <br />z <br />ZS <br />l— l— <br />-14: <br />co <br />�O <br />06 <br />z <br />g <br />LU <br />Ln <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION No' 4n0 <br />SHEET NO. <br />6.0 <br />