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1 <br />� <br />3-1/2" MIN 2500 PSI CONC I ; <br />t` <br />I 11 I <br />" <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />I IN <br />All <br />(3000 PSI CONIC. SLAB FOR 0'-0" I t <br />HERNANDO COUNTY ONLY) <br />` I I�� I <br />■' :I :::: \ \ ... 13 - :.. : I- ...... .. . ; <br />t - CJ T-2' CJ i 1 CJ <br />I <br />CJ CJ <br />_ <br />'- <br />� 1 <br />°CY) <br />1IJJI .......... <br />:. :.. 1 ................ : ■ <br />• <br />0 <br />:0 <br />�0'-0" <br />�1......:::::::' <br />r <br />N <br />...'....................... <br />1 1 <br />. — — — — — — — — — — — — — e — <br />...............-.R....-� ... ■ <br />�I <br />t; <br />A <br />( CJ CJ CJ <br />, <br />1 4 °Q <br />1 I K (2) #5 REBAR ' <br />S3 <br />} S3 VERTICALS <br />o w/ in <br />�711 <br />_ <br />FILLED CELL <br />8I <br />)II <br />2T-11" Z-10" q_1 „ M <br />1 f I, I <br />o <br />t I <br />I I I <br />G <br />I <br />1 <br />� <br />c <br />T <br />"' <br />S3 CJ - - - 3!NKK WL UP � <br />2'-6"x2'-6"x 1'-0" D <br />t W/ 345 E.W. KITCHEN ISLAND I I o o <br />C ASE TO <br />j I S3 <br />a <br />■• LOW WALLS I I I <br />. �............ L - - I ISLAND <br />i l• I <br />» I I S3 <br />aD <br />------t <br />� � <br />_ <br />Q <br />_ <br />oQ <br />I <br />CJ �— — — — — — —j — CJ CJ . _ <br />I I I <br />— CJ bt •- <br />I I <br />o <br />N <br />in <br />I G <br />S3 <br />5-4- T-8" T-8" <br />-3 1/2" <br />; ; 2'- SLOPE I <br />I 1 37'-54" I <br />121'-21" <br />I <br />32'-84" <br />4'-8t' <br />(2) #5 REBAR <br />aQ <br />LO <br />o <br />Lo <br />-3 1/2" <br />I L <br />S3? <br />I PROVIDE 1 Y" RECESS <br />_ �•• — J • . VERTICALS w/ in <br />... FILLED CELL <br />\� ' <br />HVAC CHASE ` W.H. <br />I FOR SGD. REFER TO LOBASED <br />T <br />ON I <br />L TYP <br />( MASON'S SLOPE FOR <br />WIDTH I <br />I LOCATION --------- ------ <br />STEPS AS <br />: CJ INDICATES FILLED CELL w/ 3000 <br />CJ C <br />PER FIELD <br />�REQUIRED0�-0" PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ (1) #5 REBAR VERT <br />1 I = 2'-0" 4'-0" 2'-0" 6'-0" 0" 5'-2" <br />_ <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />F� TOP OFCON11PAVER TOBE,1 31/2" SLOPES <br />BELOW FIN. FLR, <br />DOWELS 5" EMBED W/ 25" EXT. <br />`c PROVIDE Yi' x 9" _ <br />— ABOVE SLAB "GRADE 40 STEEL" <br />N <br />_ RECESS FOR FRT. DOORIN <br />.1 <br />NJ <br />A H.B. L <br />S3 S3 <br />3'-0" 11�TYP <br />T-1 5,- � <br />6 -0 2 -9" 5'-2' S -1 6 -4 5'-0" <br />, <br />QI <br />a <br />N <br />3L <br />2-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />no <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 SIN 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 />UJI <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <br />#5 CONTINUOUS <br />. <br />; ..• <br />•_ <br />REINF. SEE FIND. FOR <br />•:; <br />;;:: ; . <br />QUANTITY <br />-'' <br />•: ,. <br />•.,: <br />: ;r <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />• <br />• •• <br />HORIZ. REBAR, TYP. <br />•"• <br />•• <br />U.N.O. <br />•� •. •- •, •, • • '• <br />**Alternate: <br />' ; <br />The reinf bars shall be <br />• <br />• • • • - • •• • - • • • <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 />U <br />Z <br />Q <br />Z <br />a <br />I� Z <br />V�1)� (9 <br />v✓ cn <br />4—J w <br />(DMo <br />V <br />0 w <br />~ <br />U <br />IU E <br />M <br />mo <br />M M <br />U <br />co <br />i Q o <br />N _N <br />z <br />y iLLz <br />oc a il <br />JU <br />I� <br />0" oLLM <br />• ❑ ') <br />�aWWW. G.CO <br />-C) <br />Uc <br />�.O.N <br />�r <br />,-x <br />o the best of the Engineers knowledge, information and belief, <br />the structural plena and specMeeflons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 8th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and Beal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />I� <br />z <br />W a <br />VZ U <br />z8 0 <br />z <br />Lu <br />8� <br />z <br />Q <br />Cl <br />Z <br />Ce <br />.� <br />1..� <br />Z <br />0 <br />� <br />�w <br />U <br />`J <br />ch <br />Z <br />SO <br />11, <br />186 <br />o <br />J <br />1171-j <br />v ) <br />J <br />G <br />ej Omi <br />uj <br />Z <br />J <br />Ln T -I <br />W <br />x <br />I\ <br />Z <br />Z <br />tj <br />S <br />06 <br />Z <br />g <br />W <br />= <br />F <br />.-•I <br />a <br />cn <br />2;ALE <br />: AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSKI <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />