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c <br />d <br />n0 <br />�4I <br />E <br />0 <br />x <br />--21 <br />3 <br />A <br />H.Bt S3 <br />i <br />54 <br />)1 <br />� <br />a „b� <br />3-1/2" MIN 2500 PSI CONC <br />`�SLAB <br />1 <br />I I <br />OVER 6 MIL VISQUEEN l <br />VAPOR BARRIER I <br />: ■ <br />\\ <br />(3000 PSI CONC. SLAB FORG`111 <br />HERNANDO COUNTY ONLY) <br />\ <br />\ \\ I I ) nip <br />......... <br />13'-54" C J T-2" CJ I j CJ <br />LO <br />CJ CJ <br />\\ ' <br />\ �11 co <br />\\\\ •. 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W -3 1/2" SLOPE <br />I 137'-q" I <br />121'-24" <br />(— <br />32'-82" <br />4'-8$" <br />(2) #5 REBAR <br />io <br />o <br />to <br />-3 1/2" <br />S3 <br />I PROVIDE 1 Y" RECESS Ak <br />�.. — . • VERTICALS w/ in I <br />FILLED CELL <br />HVAC CHASE \\ I W.H. + <br />FOR SGD. REFER TO in <br />r <br />BASED ON I <br />TYP <br />L — — <br />MASON'S SLOPE FOR <br />I <br />I LOCATION <br />WIDTH— <br />: CJ INDICATES FILLED CELL w/ 3000 <br />— — — — — <br />CJ cill <br />64] <br />STEPS AS <br />REQUIRED <br />0'-0" PSI CONC. GROUT FROM FT. TO <br />( <br />2'-0" 4'-0" 2'-0" <br />PER FIELD <br />I BEAM W/ (1) #5 REBAR VERT <br />I l 6'-0" 1'-10" 5'-2" <br />19" <br />r <br />CONDITIONS <br />I @ ABOVE SLAB TYP ALL <br />PLACES SHOWN HOOKED FTG. <br />F, TOP OF CONC./ PAVER TO BE 4_ 3 1/2" SLOPE, �t <br />BELOW FIN, FLR, <br />q <br />"' <br />I DOWELS 5" EMBED W/ 25" EXT. <br />"' PROVIDE Y2" x 9" <br />ABOVE SLAB GRADE 40 STEEL <br />RECESS FOR FRT. DOOR N <br />■. . . . . ... ..... ..... .. . . . <br />:. .: .... .■ - _t <br />A H.B. L <br />S3 S3 2'-6" x 2'-6" x V-0" <br />T-O" TYP W/ (3) #5'S E.W. <br />5'-2Q" p F,_n., � �_n• <br />1 <br />r <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 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 />... to <br />IJJ <br />CONTROL JOINT DETAIL <br />SCALE:1 1/7=1'4' <br />.• �� <br />•Y <br />#5 CONT REINF. SEE <br />.. • <br />FND. FOR QUANTITY <br />•' <br />' <br />#5 X 25" X 25" CORNER <br />' �•' ' ' �•• ' ' <br />' •' ' �'• ' • <br />• • <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />�:' ' <br />: ;•• <br />U.N.O. <br />• •, • • • • <br />*"Alternate: <br />_ <br />• • <br />The reinf. bars shall be <br />• •. • '- •. • <br />Cont. around comer 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 />v <br />0 <br />Z c <br />Z iy <br />Z <br />Q <br />a <br />U) zCz <br />V� C9 <br />w <br />�_ Q <br />Lh <br />T 0 c <br />E <br />0 <br />00 U <br />oa <br />m <br />dM <br />LU <br />W <br />Cn <br />r- c6 M <br />0 N <br />U <br />1Y <br />Q co <br />to � <br />O <br />B D. <br />x� <br />=�J! <br />�y i+ <br />ho o <br />C <br />Z <br />P3 S <br />� <br />` <br />m�r <br />0i W <br />a <br />•z <br />C w <br />COW <br />Z E <br />a <br />„, <br />ee <br />To the best of the Engineer's know) ck& iti rm , and <br />belief, the structural plans and specificationsS,,(e lned <br />within these drawings comply with, the-* Florida <br />Building Code- Residential 6th Editioh.'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 />Z N <br />04-j <br />CD <br />I4 C:) <br />z <br />M <br />M Ln <br />o <br />L (v Ln <br />CL U- .. <br />z <br />a � CL CO <br />Q <br />z <br />§ E <br />Z <br />CD <br />W <br />J l00 <br />z <br />W� <br />a <br />H <br />F� <br />W � g - <br />LU <br />LL <br />� J <br />CW <br />Z <br />O <br />uW � <br />O W <br />Ua <br />L <br />a <br />z <br />z <br />O <br />;p <br />LL <br />U <br />= <br />0Lu <br />Z <br />oLL <br />O� <br />J <br />da <br />w <br />Z�� <br />r-1 <br />—j <br />rl <br />IJ.I <br />Qg Z <br />,—I <br />Q <br />z <br />Z <br />m <br />rn <br />z <br />z <br />Uj <br />o <br />g <br />f <br />06 <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO, 4v0 <br />SHEET NO. <br />6.0 <br />