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50'-0" <br />NOTE: <br />• WHERE <br />PROJECT <br />IS TO <br />BE LOCATED IN KNOWN RADON GAS <br />18'-4" <br />12'-8" <br />19'-0" <br />PREVALENT <br />AREAS, <br />APPENDIX <br />"E" OF THE FBC 5th EDITION (2014) <br />BUILDING <br />IS TO <br />BE IMPLEMENTED. <br />CONCRETE STRENGTH IN THESE <br />AREAS <br />TO BE <br />A MINIMUM <br />OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />'-0" <br />3'-10" <br />4'-4" <br />4'-4" <br />T-10" <br />1'-0' <br />1'-4" <br />3'-10" <br />6'-10" <br />T-0" <br />NOTES <br />ON THESE <br />PLANS <br />THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED <br />WITH <br />3000 <br />P.S.I. FOR THE CONCRETE STRENGTH <br />='•- `• •.; •• • <br />#5 CONT REINF. <br />. SEE SHEET <br />SN <br />FOR SOIL <br />& TERMITE NOTES. BORATE / BORACARE <br />`' ' `•° <br />SEE FND. FOR <br />TREATED <br />LUMBER <br />IS <br />AN ALTERNATE TERMITE PROTECTION TO SOIL <br />' :. ' =.•' <br />• '� <br />QUANTITY <br />A TYP. <br />POISONING <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />1/8" SAWCUT x 1/4 <br />;- : =; ; <br />, : ,• :.• .:; • ' ".-. ;' •,= <br />"•_` <br />#5 X 25" X 25" <br />L <br />U.N.O. <br />OR FIBERMESH <br />SLAB THICKNESS <br />•-�: ";-:: ";-: ". <br />CORNER BAR ONE <br />S3 TYP. <br />T <br />REINF. SEE PLAN. <br />WHERE SHOWN ON <br />;- • <br />FOR EA. HORIZ. <br />FOUNDATION PLAN <br />• `" _�•. • _� - • ='" '� <br />REBAR, TYP. <br />- <br />U.N.O. <br />—----------- = <br />— <br />Wz:- <br />JI <br />:..�:, :..�:,:..•: <br />r------------ <br />-------� <br />--- <br />--- -- o --- --� <br />t <br />N <br />.�:,:..�: .�: <br />INDICATES FILLED <br />I <br />CELL W/3000 PSI <br />I <br />1 <br />M <br />I I <br />C?I <br />C <br />1 CONC. GROUT FROM <br />0} <br />1 <br />X <br />o <br />FTR. TO BEAM W/ 1#5 <br />(� <br />TYP. CORNER <br />BAR <br />REBAR VERT. ABOVE <br />9'-4" 3'-4" <br />CONTROL <br />JOINT DETAIL <br />PLAN DETAIL <br />SLAB. TYPICAL @ ALL <br />PLACES SHOWN <br />I (2) #5 VERTICALS <br />SCALE:1112"44' <br />SCALE:1112"=1' 0" <br />HOOKED FTG. DOWELS <br />W/IN FILLED CELL <br />/ <br />I 3 2'_9" 3'-3" <br />-1"• <br />I 17 EMBEDMENT W/ 25 <br />I 4 STEP / <br />_ <br />I <br />EXT, ABOVE SLAB <br />CJ <br />I DOWN MIN. <br />G.J. <br />I <br />I <br />1 <br />" RA.D �" — <br />/� <br />— �---� <br />— <br />— I <br />- <br />I <br />I <br />----- -- -- <br />I <br />1 <br /><V <br />FD <br />I GG <br />M <br />S3 <br />S3 PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />TO MASON'S SCOPE <br />FOR WIDTH <br />N <br />I <br />I <br />o <br />o <br />I <br />cfl <br />I 12'-6" <br />-� <br />3%" MIN. 3000 PSI CONC. SLAB Cj <br />I <br />N <br />FOR HERNANDO COUNTY ONLY <br />3%2' MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER n <br />I <br />C.J, <br />— — — <br />I <br />s3 <br />TYP. <br />1 II L` Jil <br />Zo <br />U.N.O. <br />I( <br />I I �L=-)J <br />I I <br />• <br />I <br />I <br />o <br />LO <br />I L I <br />,_ „ u <br />0 0 ELEV. <br />r <br />I GG <br />%• <br />1 <br />FIN CONC. SLAB <br />S3 <br />zo <br />_ <br />� <br />► I 2 <br />2'-8" '-11" <br />I <br />3'-0" <br />I � <br />ro <br />PROVIDE LINE <br />I I <br />(l ° 8'_3" F1 <br />FOR ICE MAKER <br />.+ <br />l ° !I� 0 <br />—�--- <br />o <br />00 <br />_ �= � — <br />I / ® (� — 7� I <br />` 1 1 I <br />CD <br />8'-2° <br />I III <br />12'-6° III <br />111 <br />III <br />— —_ — Zo <br />- <br />0 <br />- <br />0 <br />\1 <br />I 1cy <br />_ <br />M <br />I I <br />(D <br />(o <br />IzC <br />\ <br />— — <br />2'-0" x 2'-O" x 1'-O" <br />I <br />W/(3)#5'sE.W. <br />— <br />— — <br />— <br />— — C.J.— <br />• I <br />I <br />I I <br />I <br />A <br />I <br />I <br />s3 <br />o' <br />S3TYP. <br />`° <br />L <br />I <br />U.N.O. <br />I <br />I <br />I <br />I • <br />I N <br />00 <br />@ FOUNDATION K <br />T <br />I _ <br />ONLY S3 <br />o <br />_ <br />I <br />I <br />M <br />• I 1 �1 - L---------------- ----- ------1—� <br />W.H. / <br />4 <br />- <br />STEP <br />4 K <br />� <br />C?I <br />A <br />PROVIDE 1/2" x 9° <br />Y <br />DOWN I S3 <br />I <br />S3 <br />RIECESS FOR FRT, DOOR <br />MIN. <br />TYP <br />S3 <br />@FOUNDATION <br />i • <br />�-- --- U.N.O. <br />— N. — — — <br />-------------- <br />FOUNDATION <br />i ONLY <br />C <br />ONLY <br />• • <br />• • • I <br />9 <br />I <br />4' <br />I <br />%4" <br />-j <br />I <br />I <br />I <br />3'_8" 5' " <br />6'-10" <br />4'-0" 2' <br />2'-6" x 2'-6" x V-O" <br />a <br />o f <br />� <br />L <br />C.J. <br />I <br />W/ (3) #5's E.W.n <br />2'-6" x 2'-6" x 1'-O"Ilk — <br />— <br />— — — <br />— <br />N <br />W/ (3) #5's E.W. <br />I <br />o0 <br />r <br />s3----------- <br />— ------ — <br />TOP OF CONCJ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />S3 <br />TYP. I <br />I <br />(2) #5VERTICALS <br />00 <br />I <br />W/IN FILLED CELL <br />"SEE S-3 FORI S3 <br />I <br />o <br />RECESS OPT " <br />_8 S3 <br />"SEES-3FOR <br />I <br />r <br />I— --- — — <br />— — <br />�� <br />RECESS OPT." <br />i <br />-I- <br />., <br />— — <br />— — <br />— — — — — - - - - - - - - <br />1'-4" 9'-8" <br />1'-4" <br />9'-8" 1 _4 8'-0" <br />1'-4" <br />15'-4" <br />21_0" <br />FOUNDATION <br />PLAN <br />50'-0" <br />SCALE: %4"=1'-0" <br />- <br />IFNI <br />(D `o <br />Z M <br />o <br />0 <br />_ <br />Z C° <br />Z <br />Q <br />J <br />co z <br />0 <br />Q) v) <br />(D.2 <br />a-J w <br />0 <br />U — <br />Ow <br />� <br />V) <br />o <br />o 0 <br />U <br />rNi <br />L U <br />�- 8 <br />� ce) <br />C CU co <br />O `: N <br />.20 <br />_ <br />U� <br />LLL00 <br />Lv <br />o <br />(0ao <br />V)0 <br />0 <br />< <br />rn¢ o <br />A1 <br />UCBDC <br />8 Do <br />v <br />C re <br />(0: <br />LO <br />LO <br />Wa'3. L. C F' C'4 <br />CL LL <br />:_+ ... <br />�1 <br />W sXLL t ��s• <br />ZA <br />„y,° Lam`'' <br />wi 0.) a. <br />Z <br />n • r� <br />W SSICCr~ <br />C <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 5th 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 />0 <br />z� <br />Ocur� <br />O <br />H M O <br />M <br />a � -0 Ln <br />— V' <br />a V) <br />�LLLr, <br />zQM <br />[� 5, � <br />U -I <br />Q � <br />� <br />z <br />W <br />J <br />� <br />oz <br />w�00'+ <br />w m Z Z G� <br />O F L a 0 <br />z}z U <br />zr¢UxQ <br />S z Z H Z <br />gU. <br />3LCO <br />3I-a0ZUj <br />O° <br />�J <br />O <br />In <br />N <br />z <br />J <br />LLIQQoa <br />�ViY� <br />QW <br />f'0 2 <br />z <br />o��za <br />W,EZ <br />W zo O <br />a� <br />LU`— <br />Z <br />I- J W¢>JO>E <br />2220Q <br />LL Z <br />a~oS <br />Qa�LLo <br />N <br />I.C. <br />T"'I <br />Q <br />O W ¢ <br />J CL Y W <br />CL <br />o <br />N Z <br />LL <br />W <br />Z O <br />z <br />O <br />g LL <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />JOB NO: 16-6653 <br />SHEET NO. <br />5 <br />