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_ <br />c <br />d <br />F- <br />a <br />00 <br />�L <br />TYP @ 2 J <br />STORY S6 <br />H.B.t <br />■:............... ..... .......... ........... �. ..... .......................... <br />II <br />OP <br />5-4- 16'-3" <br />�r <br />" \ HVAC CHASE <br />BASED ON I I so.-O. \ <br />\ <br />J <br />■ \ \ <br />\ \ \ \ LOCATION : ■ <br />INDICATES FILLED CELL w/ 300 <br />PSI CONC. GROUT FROM FT. TO I <br />= <br />°P <br />BEAM W/ (1) #5 REBAR VERT <br />= <br />r <br />\ • ABOVE SLAB TYP @ ALL PLACES I <br />N <br />■' \' \ \ \ \ \ ' ' ' 1n SHOWN HOOKED FTG. DOWELS 5' <br />jg �\ \ \\ I I 5'-4,' I <br />U') <br />r EMBED W/ 25" EXT. ABOVE SLAB <br />\ \ \ GRADE 40 STEEL <br />TYP @ 2 STORY <br />o <br />N <br />in <br />,\\`\��'� - i- - - <br />G,1 T \ \ , CJ <br />I \ \ <br />2'-6" 2'-6" 1'-0" <br />G \ \ \ \ \ \ I <br />I \ I <br />x x <br />o <br />S3 \ =; <br />O .. <br />I I I 1 I I <br />W/ (3) #5'S E.W. <br />N <br />r I 11-91, 1-on on. 13'-7a" <br />2 DF OO <br />I I I FOR A/C <br />— <br />T <br />TOP OF CONC./ PAVER TO BE 4" <br />■ 0'-0" <br />= <br />0 <br />L = <br />S3 4 <br />BELOW FIN. FLR. <br />: <br />2'-6" x 2'-6" x 1'-0" <br />I PROVIDE Y2' x 9" <br />= <br />T <br />J <br />S6 <br />TYP @2STORY <br />I RECESS FOR FRT. DOOR <br />�---------- — ------ ;■ <br />-31/2'SLOPE <br />iv <br />W/ (3) #5'S E.W. <br />■ I-I-CJ <br />4 <br />v <br />t4 <br />= <br />_ <br />r <br />I _ / BUILDER TO PROVIDE CC (VERTICALS w/ in I <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL <br />N <br />N <br />N <br />-31/2„ <br />�� <br />PROVIDE 1 Y2' SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC <br />2 STORY <br />I <br />1 COUNTY ONLY I <br />I <br />rn <br />L <br />SGDEREF R TO 3-1/2" MIN 2500 PSI CONC I I <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL I I <br />L_ <br />I FOR WIDTH B URN VAPOR <br />— — <br />I I I I I <br />I I I <br />STEPS AS <br />CHASE I <br />REQUIRED PER <br />TO I I I <br />FIELD <br />CON)JTIONS: <br />I KITCHEN ISLAND I ISLAND I I <br />LOWW�ALLS -3 1/2 tSLOPE <br />rI <br />t <br />- - - I- - - II <br />CJ <br />4 <br />`° <br />& <br />N0 <br />p II I -i-CJ <br />■• I_ <br />L <br />A _ I I 4" <br />-1 °Q I <br />T-�Nvai `" I <br />q <br />o <br />6f -----------� J <br />ILkJN� I S3 <br />I I <br />�; <br />I I <br />Nr ANY I <br />so'-o° I i <br />r <br />r <br />I <br />Cn I <br />I CC I (2) #5 REBAR <br />S3 VERTICALS w/ in I <br />I to FILLED CELL <br />; <br />o <br />• • I • - 2 STORY <br />I--- ---- ---L --� L----------------J <br />I - I <br />N <br />CV <br />-4- <br />J <br />S6 TYP @ 2 STORY <br />5,,,4" <br />H.B.+ <br />4'-0' 4-4- <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 />CONTROL JOINT DETAIL <br />SCALE. NTS <br />.. <br />• ., <br />i <br />,,. <br />.,,t-eA <br />le 1le <br />-#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. 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: NTS <br />"' <br />C9 ;: <br />a <br />Z o <br />Z <br />Q <br />a <br />E3 <br />U) ZCZV^)' 0 <br />W <br />cn <br />+-j w <br />•u <br />0 w <br />C <br />� <br />� <br />U <br />M <br />m N <br />L.LJ <br />_ <br />N cM <br />C N <br />U <br />t�� <br />� <br />Q rn <br />1v <br />� v <br />W <br />B D. <br />w � yy N <br />LC <br />Q W <br />N G <br />� <br />`\ P.• , � •O y <br />. s E . T0 <br />6 <br />—Q •'' <br />•' <br />F L,O <br />l�fttll�itilt'�ti <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specification contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 0th 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 />zQ <br />or- U <br />z <br />!HW <br />6 J <br />Z <br />O® <br />u. C <br />IN <br />Qz <br />> <br />M <br />O <br />O <br />o <br />U <br />_ <br />J <br />Ln <br />O. <br />Z <br />�Ro <br />igS <br />0 <br />L / <br />Ban <br />J <br />Ln <br />W <br />z <br />ri <br />LL 1 <br />Z <br />� a <br />�O <br />Z <br />Z <br />t <br />V)S <br />o <br />m <br />O <br />0o <br />g <br />= <br />�I <br />T-4 <br />a <br />to <br />S <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />