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c <br />c <br />d <br />37'-8" 6'-0" <br />$' S'-28" 6 0„ 2._9" 5,_2" 5,_1. 6-4 5._0" <br />3`-0" TYP <br />A PH.B. <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />15-0" <br />■ ■ .......... <br />■» ..■ ■ ■ fV 0 <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE /2' x 9" iv <br />O <br />_ <br />r <br />( PSI CONC. GROUT FROM FT. TO <br />RECESS FOR FRT. DOOR `y <br />31/2" SLOPE <br />co <br />;n <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />in TOP OF CONC./ PAVER TO BE 4" —� I _ <br />in <br />REQUIRED <br />ABOVE SLAB TYP @ ALL <br />0_0, 1 PLACES SHOWN HOOKED FTG. <br />b BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5-2" <br />I I is <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />Lt <br />CJ CJ <br />—+4 — — <br />— <br />TYP <br />I PROVIDE 1Y"RECESS I <br />FOR SGD. REFER TO <br />I HVACCHASE I AHU I:: ``````````+` ```—`—`, <br />N <br />o <br />L <br />S3 <br />- <br />MASON'S SLOPE FOR M^ <br />I WIDTH in <br />ASED ON <br />BOCATION i <br />i <br />i <br />in <br />in <br />' (2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />4'-8$" VERTICALS w/ in I <br />FILLED CELL <br />L <br />I <br />— — <br />37-52" 21'-24" <br />5'-4" 3'-8" 7'-8" I I <br />2'-1" 31/2" <br />4'-0" <br />I G <br />; ; OPT. D SLOPE <br />o? <br />S371Cn I CJ I r-- — — — — — —I CJ CJ <br />f <br />y ` I ' CJ <br />o <br />A.J <br />CHASE TO" <br />■_ I � • • KITCHEN ISLAN I I I I ISLAND <br />2'-6"x2'-6"xV-0' LOW WALLS o o <br />� j •II <br />I. ? I �' S3 <br />W� <br />o <br />W/3#5E.W. CJP- <br />G SINK w/ DISP r <br />l I K <br />M <br />I S3 <br />2'-6" <br />} O S3 <br />o <br />_ I 23'-11" 2'-10" 4,_14' <br />} I:: <br />Cl)LO <br />)II <br />(2) #5 REBAR <br />A <br />�Cj <br />°K VERTICALS w/ in <br />I } I S3 FILLED CELL - <br />i� <br />I CJ : CJ <br />a 1 f I ; 00 <br />N <br />.........T` <br />---------—T----P — <br />1 <br />:....... :: <br />............. <br />o <br />X ilk oo <br />I I : ■ <br />iY) <br />7'-2" l <br />CJ CJ a CJ <br />..... I <br />: ici CJ <br />4.0 <br />L <br />° ) <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />i <br />SLAB OVER 6 MIL VlSQUEEN = <br />I ■ <br />il� I l 11 <br />VAPOR BARRIER I : <br />(3000 PSI CONC. SLAB FOR I <br />1 , <br />--------I----- ---- )11 — ----I-- <br />HERNANDO COUNTY ONLY) <br />v <br />-- ---------------------J <br />■ .................. .. .........................� .... .. (14. ........... <br />.... _ ...... » . �» ............ �.......... �...............� ............... ■ <br />H.B� A <br />S3 <br />7'-2" 5'-2" 6-0" 6-0" 3'-0" 3'-10" 4'-0" 3'-10" 4'-8" 4'-8" 5-2" 5'-1 <br />FOUNDATION PLAN. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF, SEE PLAN. <br />FOUNDATION PLAN <br />z <br />w <br />U d <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />. •� <br />•r <br />#5 CONT REINF. SEE <br />,�: <br />; ; ,•' <br />'�_ <br />FND. FOR QUANTITY <br />;; <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />,;:: <br />U.N.O. <br />:,.:•, :.:: <br />:: : • : <br />.- <br />`Alternate: <br />The reinf. bars shall be <br />;r.,�';.�.,� ;Y., ;Y..• ;r. ;f <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />M <br />o <br />_ <br />(0 <br />z <br />Q <br />a. <br />U) z <br />V) (D <br />C <br />w <br />• U <br />Ow <br />ZD <br />'m <br />~ <br />o <br />o 0 <br />U <br />�M <br />w <br />E <br />— <br />co <br />marMi <br />O o 0 <br />U <br />C)n Q. <br />Y <br />Q c <br />o <br />O <br />CL <br />Q O <br />N� <br />O ••� <br />�Q -•' _ <br />Id <br />Q o <br />Lew <br />¢ <br />m <br />Q N <br />•m•� <br />To the best of the Engle •'s know a ge, inf (( n, and <br />belief, the structural plans �e..a Rf�f q@i�-�bhtain ed <br />M,Vl?t�fm 52b°17 <br />within these drawings compp11y Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />zr4 <br />0 (3)) <br />H V) M 0 <br />M <br />Q V) (0 Lr) <br />� <br />0 <br />< LL n <br />cl�U r6 ,--I <br />Q � � <br />z� <br />� <br />W <br />J � <br />d» <br />J <br />W <br />zaa <br />z <br />ao08o <br />Q <br />Z Lu Lu <br />za�aa'o <br />O <br />U�-o <br />w <br />z�Q <br />}o <br />T"'� <br />Q <br />� z <br />5 <br />z <br />-°a <br />0)ro <br />z <br />�� <br />a <br />o <br />' <br />0 <br />U <br />U-) <br />O <br />Zj <br />z <br />O <br />� <br />Ou <br />oz <br />aUY� <br />o <br />J <br />mi <br />O OJ <br />LL1 <br />O¢Oa <br />w�za <br />Q <br />p <br />z <br />N <br />LL090 <br />w p LL <br />J <br />LU <br />Q <br />tl.1 <br />2:Yea <br />z <br />0 <br />Q�zU <br />w ~ ~ <br />a�g <br />rVF. <br />*k <br />� <br />z <br />zLU <br />O <br />4 Z <br />.--I <br />cL <br />u') <br />g <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />6.0 <br />