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37'-8" L. 6'-0" L 15'-0" <br />'-" TYP <br />2'-6" x 2'-6" x 1'-0" <br />A L W/ (3) #5'S E.W. <br />S3 H.B. � S3 <br />■ ■ ................ <br />....... ■ » » ■ ■ ■ ry 9 <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2' x 9" iv <br />PSI CONC. GROUT FROM FT. TO <br />RECESS FOR FRT. DOOR a <br />31/2" SLOPE <br />io <br />_ <br />in <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />I ABOVE SLAB TYP @ ALL <br />TOP OF CONC./ PAVER TO BE 4' ( <br />io BELOW FIN. FLR. d <br />2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />in <br />REQUIRED <br />PER FIELD <br />0'-0" PLACES SHOWN HOOKED FTG. <br />I <br />I <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />- - <br />CJ C <br />- - - ........... F — -NJ agfn ■ ■ ■ ■ <br />TYP <br />- - - <br />PROVIDE 1 Y" RECESS I <br />I FOR SGD. REFER TO <br />HVAC CHASE I AHU <br />m <br />L <br />S3 <br />I MASON'S SLOPE FOR <br />I WIDTH <br />BASED ON <br />LOCATION I I <br />I <br />. • . • • (2) #5 REBAR <br />3 1/2" <br />I 32'-84" <br />`� , q'-8$" VERTICALS w/ in I <br />FILLED CELL <br />I I <br />— <br />37-52" 2 V-24" <br />64" 3'-8" I 7'-8" I <br />2'-1 " • 3 112" <br />-� <br />4'-0" <br />: <br />; I G <br />SLOPE <br />; ; OPT. D <br />I: <br />°° <br />0 <br />S3 <br />• I _ <br />CJ I r- — — — — — -, I CJ------------- CJ <br />.I............ r -�------__-_-_-_-=_= <br />:: <br />y I: CJ I <br />- <br />o <br />■ —I KITCHEN ISLAN - - - l I CHASE TO <br />..I ............. I I I I ISLAND <br />• LOW WALLS I I <br />a0 <br />i j 11 J <br />j �1 I I S3 <br />o <br />12'-6"x2'-6"x1'-0" ; <br />_�'W I <br />W/ 345 E.W. _ _ N <br />CJ - - - - - J b <br />I I K <br />G ; INK w/ DISP <br />) <br />I S3 ; iv <br />I I 2'-6" I <br />I S3 I <br />O I <br />o <br />o <br />• I 23'-11" 2'-10" 4-1d <br />(2) #5 REBAR <br />S3 <br />I CJ CJ CJ <br />° K VERTICALS w/ in <br />1 I S3 FILLED CELL <br />a t 00 <br />60 <br />C� <br />I ..............•; <br />0'-0" <br />I I ; rl <br />--------- — •-+-----P <br />I <br />'ram ;• <br />•:....... .. ..::. <br />'.'.'.'.'.'.'.'...... <br />oo <br />.......... <br />I ■ <br />Cl) <br />�i 13'-54•, 7,-2„ ) <br />j _ CJ <br />: ici CJ <br />-CJ� <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />i f� I 111 <br />SLAB OVER 6 MIL VISQUEEN + <br />I VAPOR BARRIER I : ■ <br />FOR I <br />(3000 PSI CONC. SLAB ; <br />i) r, <br />HERNANDO COUNTY ONLY) <br />L------ ---- ---- '' ---- - <br />--=-- --------- --------I <br />. . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . .. CN . . . . . <br />. » ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />H.B� A <br />I_ S3 <br />�f 7'-2" 5'_2" 6'_0" 6 0" <br />-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 />W <br />CONTROL JOINT DETAIL <br />. <br />�.�• <br />:;: <br />#5 CONT REINF. SEE <br />.: <br />,•': <br />; : ,:" <br />'•_ <br />FND. FOR QUANTITY <br />", ;�:' <br />��' <br />;r <br />#5 X 25" X 25" CORNER <br />•'' <br />'• <br />' ' •' ' �• <br />�' <br />BAR ONE FOR EA. <br />' ' <br />' <br />• •. ' <br />HORIZ. REBAR, TYP. <br />.. <br />,• <br />, • <br />U.N.O. <br />.,•,IM•., <br />., <br />• •• ' <br />**Alternate: <br />' •; <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. <br />CORNER BAR DTL. <br />SCALE: 1 1 /2"= V-0" <br />Z co <br />— o <br />zCO <br />z <br />Q <br />J <br />d <br />U) z <br />V) (- <br />cn <br />4--J w <br />O w <br />E <br />o <br />c�i) <br />0 <br />ti <br />U <br />L IJ <br />a) � <br />: M Cl) <br />cli <br />0 <br />— U <br />= aj <br />Ny <br />O <br />t ILL00 <br />.00 <br />O <br />U <br />N <br />co ~ <br />Q Ch <br />a; Q O <br />A 1 <br />MCI. <br />N C B D C <br />:: <br />rl-�4tNtt <br />�� <br />_cx� <br />Z'' <br />l" <br />C5 , 1 ^ <br />`� <br />O <br />z° <br />N t7 Oi C <br />o <br />•��` <br />EF <br />o <br />J <br />r�LL <br />L <br />5 cp <br />LLM <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 2017 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 />0 <br />�(V <br />Z <br />O0-4 a-J <br />M <br />Q U) <br />CA L- U- 'n <br />a <br />z <br />�. <br />U a <br />Q � <br />z E <br />W <br />J <br />� <br />d' <br />JR <br />2 <br />o: <br />za <br />fa <br />z <br />U, z <br />oQgo <br />z w w <br />z <br />J <br />CL <br />��y QQ= <br />¢ C J <br />z <br />aw�'n <br />°` 8 <br />U° <br />O <br />F <br />O Z <br />ZO <br />J <br />T <br />Q <br />U <br />Z <br />z <br />Z <br />� <br />al <br />Z <br />3 <br />:D <br />fQ <br />LL <br />O <br />u <br />OLU <br />0 <br />o' V_ <br />CD <br />J tD <br />G <br />O " <br />Cg <br />fl <br />O <br />a J <br />Q <br />p £ C <br />Z <br />N <br />wgg2- <br />W <br />N <br />L.f) <br />W <br />o�Z <br />a ac � <br />- <br />—� <br />rl <br />Q <br />Z <br />~zv <br />$¢~ <br />cz <br />M <br />k <br />Z <br />o <br />CIO <br />U <br />W <br />z <br />< o <br />`LU <br />a- <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAN D <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />