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P <br />C <br />c <br />-4" <br />X-O" <br />TYP <br />A L <br />S3 H.B.+ $3 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #58 E.W. <br />iV <br />r \� INDICATES FILLED CELL w/ 3000 — PROVIDE Yz x 9" (2) #5'S <br />- <br />I PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />BEAM W1(1) #5 REBAR VERT in TOP OF GONG! PAVER TO BE V —, I <br />in <br />is <br />, <br />STEPS AS <br />REQUIRED <br />. I ABOVE SLAB TYP @ALL co BELOW FIN. FLR. 2'-0" 4'-0" 1 L 2'-0" 6'4" 4'-6" 6 2'-6" <br />0' 0' 1 PLACES SHOWN HOOKED FTG. I I F <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. I <br />I ABOVE SLAB "GRADE 40 STEEL" CJ CJ . ■ ■ ■ ■ <br />AV <br />-AV <br />I— TYP <br />L <br />PROVIDE 1Y2"RECESS I I I :: --------- ---------I <br />FOR SGD. REFER TO HVAC CHASE AHU— <br />BASED ON • • <br />I MASON'S SLOPE FOR LOCATION <br />OP <br />o <br />S3 <br />WIDTH <br />"' <br />'n <br />I I I ij� .'.'..... 1 (2) #5 REBAR <br />I •) <br />31/2" <br />32'-84" `�•_ 4'-88" ' • VERTICALS w/ in I <br />FILLED CELL <br />I <br />37-5$" 2V-2t' <br />2'--3 1/2" I <br />4'-0" <br />I <br />; ; OPT. D SLOPE <br />00 <br />[o <br />I CJ CJ C1J <br />• •. II I <br />• • . • • ♦ • . • • I L ---- ----- -- -� <br />—r. <br />i . <br />. ,r CJ o ( <br />1�7 <br />.II � <br />r <br />o <br />N <br />•I. . . • . • • . • . <br />•I•..•.••••••...•...•.••I.•• ---�-------- ICHASE 70 <br />_•I, <br />•r• <br />■• KITCHEN ISLANII I I ISLAND <br />LOW WALLS I I I I <br />D.W� as rN <br />CJ �— — — — b <br />I J <br />'t't S3 <br />j 11 <br />I t <br />I• <br />_ <br />• SINI�w/Di•SP +- <br />i I K <br />I <br />I I 2'-6" <br />I <br />t}I O I; S3 I I <br />- <br />oo <br />I -10" 423'-112' '4"`� <br />I <br />M <br />jII <br />( I I <br />(2) #5 REBAR <br />C� <br />�0 <br />I CJ CJ CJ <br />K VERTICALS w/ in <br />441FILLED CELL <br />a } <br />°D <br />T <br />� <br />1 rJ <br />t • ...... '. '. '.: _: _. _: _. _. _. _: _ _.. _. �: _:r- <br />N <br />........... .... ................. <br />I .......................•• <br />---------------------- - <br />11 0'-0" <br />.. <br />/ <br />O.. <br />......... ....�'._ <br />d <br />/ <br />I/ <br />co <br />j'I <br />I I ♦® <br />' <br />I // I ° I to <br />7'-2" j <br />--CJ --CJ --CJ <br />.. ' <br />ici --CJ <br />/ oV1 <br />3-1/2" MIN 2000NC 0'-0" I <br />6 <br />I • • • • • • I • ;Ito l <br />SLAB OVER MILSV SQ EEN • ' <br />VAPOR BARRIER I : <br />PSI CONC. <br />• • • • • ; I <br />(3000 SLAB FOR . <br />' I } -r, <br />1 <br />HERNANDO COUNTY ONLY) <br />• • • • • • • . • • . , , • • • • • . • • • • , • • • w .. • . . , ♦ • • • ♦ . • . • • • • • . (i� • • • • • • <br />• • • • • . w • . • • • e • • ♦ • • • • • • • • . • • • • • . • . . . • • • . • • . • • , , • • • • , , <br />HB A <br />3'-0" S3 <br />10" <br />X-10" I. 4'-8" I_ 4'-8" <br />67 <br />FOUNDATION PLAN <br />:. yff-11 Oil <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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.1, SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL 8 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 />w <br />N tom. <br />CONTROL JOINT DETAIL <br />SCALE: 111T=1'-0" <br />• <br />,rv�" <br />•:;: <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />'77 <br />. <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />- <br />U.N.O. <br />•, <br />**Alternate: <br />n; <br />The reinf. bars shall be <br />• �. ' <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"=1'-0" <br />o <br />Z io <br />Z <br />Q <br />_I <br />a_ <br />z <br />V) CD <br />a) en <br />;-J Lu <br />� p <br />V — <br />p L.LJ <br />� <br />(n <br />e <br />1- <br />E <br />0 <br />Ln <br />(� U <br />m <br />a) m <br />w <br />H O <br />U <br />0 M <br />O2 'a MM <br />`o N <br />a) <br />N <br />LL 00 <br />_ co <br />O M <br />4 <br />Q rn <br />LO LO CL <br />O <br />CL <br />rn<o <br />'}a° <br />N C,B D C <br />C► <br />g <br />B <br />®� <br />w �.t mono om� <br />nte�'p° <br />o <br />Ud <br />W i <br />yj, <br />''� f• 4 64. <br />s 'd <br />J N <br />,.� <br />Z E w5 a- % <br />W N <br />❑ ❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />z0 <br />OH N <br />Ul) '5 � <br />H M O <br />Q 0 Lr) <br />cn •L �r <br />a (ALL <br />Q <br />OC VCL ''' <br />,�( E � <br />z �S rp <br />I- <br />J� W <br />d' <br />oz <br />ER <br />W� <br />as <br />r <br />�rzQ,oa <br />�4800 <br />2wW� <br />/< <br />LL <br />�0wZ <br />2 S <br />7 <br />0 <br />O <br />E N <br />0 <br />WLn <br />r <br />0W <br />Z <br />Qu <br />zz <br />O <br />S <br />Q <br />O <br />�1 <br />Lr) <br />O <br />Z <br />— a <br />g <br />o9 <br />" <br />t <br />0 <br />apz�[ <br />x Y <br />SOU <br />N <br />o¢oa <br />wu<Z¢ <br />Q <br />a <br />HW�o <br />Z <br />Nao <br />O Z <br />J <br />�..t <br />LLJ <br />o W o <br />1� <br />1 VV <br />a1 <br />G <br />Q <br />Z <br />.98 <br />cc 8 <br />$ <br />Z <br />Z <br />l=1 <br />LLLJ <br />adz <br />O <br />� <br />J <br />< z <br />r-, <br />rl <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. <br />2.0 <br />SHEET NO. <br />6.0 <br />