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c <br />C <br />d <br />9 <br />.Z <br />T <br />N <br />d <br />E <br />00 <br />59'-4" <br />1. <br />7'-2" 5'-2" 6'-0" 6-0" T-O" 3'-10" 4'-0" 1. 3'-10" _ 4'-8" 4'-8" T-8" T-4" <br />■ ■ ■ ■ ■ ■- <br />:.�.�.�.�.�.�.�.�.T.�.�.�._...�.�.�.�. ... . •i..».�.�.�.�.�.�.�:...�.�.�.�.�.�.�.�.�.......04 <br />_■ ■' `■ ■ ■ ■ ■ <br />Titi <br />�b� <br />3-1/2�. MIN 2500 PSI CONIC <br />I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />�01110 <br />J <br />3000 PSI CONC. SLAB FOR 0'-0.1 I : <br />HERNANDO COUNTY ONLY) <br />� 1 <br />I <br />13' 5a CJ T-2" CJ CJ <br />CJ CJ <br />LO <br />00 <br />r <br />.' I :■ <br />.................. <br />................. <br />0 <br />0'-01, <br />1 <br />50 <br />M <br />A <br />CJ : CJ CJ <br />I <br />i 1 f ( <br />I I: K (2) #5 REBAR <br />00 <br />S3 <br />I o S3 VERTICALS w/ in <br />i f 111 FILLED CELL <br />11I 8 <br />23-112'-10" 4'-14" m <br />1 f I, i <br />:. I <br />2'- <br />-6" <br />G 1 I I <br />i f I. I <br />I O <br />0 <br />,- <br />bN <br />S3 _0SINK wl DSP <br />- -_ <br />2'6"x2'-6"x1'OCJ III D.W. <br />W/ 345 E.W. AND • LOW WALLS I - _ I C ASE TO <br />■'. <br />::::::::L___I ISLAND14 <br />1 } K <br />S3 <br />SJ <br />; 4II.I a <br />.II <br />L_ <br />= <br />CJ (— <br />1! _ <br />- L� -- o - <br />m <br />o <br />m <br />i <br />— — — — ——CJ�----_---- <br />— <br />I <br />—CJ o� <br />I <br />N <br />in <br />I G <br />S3 <br />6-4" 3-8" 7'-8" <br />OPT. W : <br />-3 1/2" SLOPE <br />1 37'-51. I <br />21'-24' <br />32'-84" <br />4`-8a' I <br />4 A <br />"-3 <br />2 <br />I 1/2" <br />J .. VERTICALS w/ in <br />op <br />LO <br />S3 <br />I PROVIDE 1 Y" RECESS <br />— <br />{" FILLED CELL <br />\� ... I <br />HVAC CHASE \77 I• • W H <br />FOR SGD. REFER TO <br />BASED ON I• <br />TYP <br />�--- <br />MASON'S SLOPE FOR <br />I <br />I LOCATION AHU �----------�---------J <br />�• <br />WIDTH <br />— — — — — — <br />I CJ INDICATES FILLED CELL w/ 3000 <br />I: <br />._ .: ■� ■ ■ ■ ■ ■ <br />CJ CJ <br />N <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />I &0'-0" PSI CONC. GROUT FROM FT. TO <br />1 BEAM W/ (1) #5 REBAR VERT <br />I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />iD <br />o <br />T <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />11 <br />r: TOP OF CONCJ PAVER TO BE 4" <br />-3 1/2" SLOPE <br />;t BELOW FIN. FLR. <br />_ <br />"> <br />I DOWELS 5" EMBED W/ 25" EXT, <br />"GRADE <br />PROVIDE Y2' x 9" c t (2) #5'S <br />10 <br />— ABOVE SLAB 40 STEEL" <br />— — — — i— RECESS FOR FRT. DOORE <br />ri <br />- <br />I ....... E- M j <br />T-1 <br />A <br />S3 <br />2'-9" 5'-2" <br />H.B.+ L <br />S3 <br />3'-0" TYP <br />G- A.. <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <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 />Z. <br />LUIZ: <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />:r <br />#5 CONTINUOUS <br />' <br />; . , • <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA, <br />' <br />• <br />HORIZ. REBAR, TYP. <br />. , <br />', <br />';,. <br />• .. <br />U.N.O. <br />• �. • �. �. <br />;�;,; •'; <br />"Alternate: <br />_ <br />The reinf. bars shall be <br />��: • ��:: • �r. ��;�:. �;;,: �Y <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 />zM <br />—CD <br />z� <br />z <br />U) z <br />V) (9 <br />cn <br />N W <br />Q <br />•0 w <br />T <br />H <br />.� C) <br />m 1- <br />W <br />Eo <br />U <br />N M <br />0I M <br />Nca <br />M <br />O 0 N <br />o <br />¢ <br />� <br />Cn o fl <br />COL <br />rn <br />rn Q o <br />B D. <br />N N <br />O M N <br />W <br />Z <br />rL o :z ui w <br />W �� w <br />W ¢ <br />10Z <br />0 2(g4< � <br />N <br />Q <br />-_j V )-v ' <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 />Residentlal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />0 <br />�o <br />of <br />�g <br />Z <br />UJ Ix <br />V <br />O <br />c <br />_J <br />�o?Z <br />w O <br />z <br />O <br />0 Uj <br />O��N <br />z <br />L <br />z <br />).O <br />ZZ <br />z <br />Q <br />z <br />v 3 <br />N <br />O <br />0 <br />OO <br />"Q <br />U- <br />a <br />`J <br />O <br />z <br />9 <br />2Q <br />J <br />�86 <br />U � a <br />w Q 2rK� <br />2E 2 <br />z <br />Z <br />+--I <br />LL <br />2v 01 <br />J <br />Ln <br />W <br />CC <br />G <br />Q <br />Q <br />Z <br />Q W LL <br />awo <br />U <br />Ya <br />t z <br />M <br />W <br />M <br />lZO <br />Z <br />� <br />o0o <br />m <br />Z <br />W <br />In <br />�z <br />g <br />0 <br />un <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION No' 4. C <br />SHEET NO. <br />6.0 <br />i I ii it i I i-,TlnIttaYl liTUTU —m-H 11A Fdlli Ir TiltllbaTELTilh-l_1111f u1!1,11 1 1 11 1 1 <br />