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s <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />-�-T �,�" <br />CONTROL JOINT DETAIL <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5X25"X25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. <br />U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 11/2"=1'-T <br />15'4" <br />151-4" <br />16'-0" <br />_ _4'-4" 4'-0" 3'-10" <br />11 <br />3'-2" <br />15'-4" <br />4'-8" 7'-0" <br />4'-4" <br />�I <br />AC PAD I 1 <br />L <br />A <br />J JJ <br />S3 <br />S3 <br />TYP. <br />— <br />+ <br />U.N.O. <br />�— <br />I JALTJ I <br />• • • <br />• <br />• <br />_ — — — — — — — — — — — — <br />— — <br />— • • <br />• <br />• <br />AC PAD I 1 <br />INDICATES FILLED CELL <br />00 <br />°0 <br />L J I <br />I W/3000 PSI CONC. GROUT <br />L — _ — -I <br />I FROM FTR. TO BEAM <br />I <br />( <br />I <br />o <br />W/ 1#5 REBAR VERT. <br />I • <br />• ( <br />( <br />F- <br />ABOVE SLAB. TYPICAL <br />N <br />I <br />a <br />@ ALL PLACES SHOWN <br />w <br />I <br />o <br />HOOKED FTG. DOWELS 17" <br />EMBEDMENT W/ 25" <br />T <br />I <br />( <br />I <br />EXT. ABOVE SLAB "GRADE 40 <br />• <br />4" <br />• <br />• <br />STEEL" <br />I <br />o STEP <br />_moo', <br />I <br />I <br />A <br />12'-8" DOWN <br />2--4" rl <br />S3 <br />9 <br />MIN.I <br />M <br />I <br />-51/4" C.J_ <br />I • <br />• I <br />C.J. M <br />I <br />TYP. <br />U.N.O. <br />o0 <br />— <br />— <br />I_ <br />_ <br />--------------- <br />------- ------ <br />--- <br />— — <br />— J <br />zo <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />1 i �1 _ ' — ( 1 <br />(� / L ��j <br />1 <br />S3 <br />( TO MASON'S SCOPE <br />FOR WIDTH <br />I <br />• <br />= <br />— _ — <br />• — — <br />o <br />1 <br />(2) #5 VERTICALS <br />n <br />/ — I <br />CNI <br />N <br />W/IN FILLED CELL <br />11° <br />I / �I <br />• <br />O <br />r <br />I C? <br />31-0" ao <br />I <br />I I <br />r/ <br />02 <br />— — <br />— <br />— <br />— — <br />— <br />4- 41 - <br />— <br />M <br />• I/ � <br />II � <br />It jj� <br />Ifo� /0 <br />o��___� <br />II <br />3%2' MIN. 3000 PSI CONC. SLAB <br />C.J. <br />I I <br />o <br />I <br />o <br />I <br />FOR HERNANDO COUNTY ONLY <br />Li1 <br />_ <br />d <br />1 <br />V2' MIN. 2500 PSI CONC. SLAB OVER <br />6 N <br />I -5" <br />1 <br />6 MIL VISQUEEN VAPOR BARRIER <br />00 <br />c.l <br />I I <br />• I <br />I <br />T <br />1 I <br />• <br />9" <br />-8 <br />o <br />T <br />I <br />I <br />0'-0" ELEV. <br />`Y' <br />I <br />I <br />FIN CONC. SLAB / <br />C — — — — <br />] <br />9'-51, <br />LO <br />y y <br />, <br />S3 <br />I <br />I <br />• <br />= <br />4 <br />� <br />TYP. <br />U.N.O. <br />1 <br />1 22'-7 1/16" 6'-3 1/2" 11 17'-9 7/16" <br />• <br />I <br />1 <br />3'-8" r <br />1 24'-10" <br />1 <br />I <br />r---I <br />I � <br />I I• <br />L— <br />I <br />' <br />PROVIDE <br />LINE FOR <br />( CONDENSATE LINE <br />• <br />_ CE MAKER <br />F71 <br />I x <br />in <br />--I------------- <br />--- <br />---- <br />(--�� <br />��— ----------- <br />--�=—iJ <br />/ <br />r( <br />r <br />C.J. STEP o <br />( I� • <br />r , <br />• �1 I I <br />MIN.411 <br />S3 <br />3 -8 <br />v <br />---It <br />I <br />BUILDER TO PROVID <br />1 <br />1 CC <br />APPLIANCE PROTECTIO <br />r PROVIDE 1/2" x 9" <br />WHEN REQUIRED <br />PER FBb <br />1 �, RECESS FOR <br />FRT. DOOR <br />S-3 <br />• co <br />o <br />I <br />• <br />I <br />° <br />TOP OF CONC./ PAVER TO BE <br />i <br />K <br />w <br />1 4" BELOW FIN, FLR. <br />F-- <br />— <br />o <br />o <br />I <br />A <br />I <br />I • <br />• • I <br />Ir <br />nED <br />! U) I <br />s3 <br />°P <br />o <br />T <br />o <br />i <br />i <br />TYP. <br />�� <br />_4uj <br />ce) <br />(2) #5 VERTICALS <br />1 <br />U.N.O. <br />C.J. <br />I <br />I W/IN FILLED CELL <br />C.J. <br />-j <br />1/RECESS <br />(2) #5 VERTICALS <br />N <br />r <br />I <br />_l <br />S3 <br />W/IN FILLED CELL <br />_ <br />�• <br />• <br />o <br />"SEE S-3 FOR <br />i <br />M <br />A <br />I RECESS OPT."S3 <br />0 <br />I <br />L <br />1------ <br />( <br />• <br />I S3 <br />I <br />s3 <br />--- <br />—I_811 <br />I <br />I <br />TYP <br />1--- J.N.O. <br />I <br />TYP <br />• <br />1OR <br />OPT <br />T. <br />I <br />- <br />-} <br />M <br />------J <br />o <br />— <br />— —J <br />__ �J • <br />• <br />I I N • <br />TIM <br />• <br />3'-0" T-O" <br />12-8" <br />2'-9" <br />4'-8" <br />-4„ <br />8'-0" <br />9'-4" <br />46-8" <br />2-0" <br />16'-0" 2'-0" <br />20'-0" <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.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 />FOUNDATION PLAN <br />SCALE: V4'=V-0" <br />UIIn <br />zM <br />— o <br />z�Z <br />a <br />J <br />Cl.. <br />'--J w <br />w <br />0 <br />F' E <br />� <br />V) <br />~\ <br />o 0 <br />m t` <br />V <br />E <br />pp <br />t7 — <br />N M <br />cN tp M <br />;O M <br />0 _O No <br />= di <br />4.1 <br />Uai <br />L-M <br />go-o <br />C Y <br />O <br />A ' <br />B ®® <br />N C•B D,C <br />itC <br />Lo <br />tan!ar A �nr <br />u. N ° ✓ <br />@�•C; <br />z z <br />'ue's u� <br />W UW L <br />l�2iI�1 <br />4JO <br />Y� Oh <br />LL <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 />1! <br />O <br />Z A <br />O I ` <br />to <br />n>-iMO <br />M <br />Q M LPG <br />a cn•�d' <br />Q a U- <br />Q ^ <br />i�CQ00 <br />a E �° <br />3 tp <br />W <br />z <br />J 0 <br />d' <br />a z <br />LULL. <br />W m Z tj ja,' <br />'0z CIzQU <br />Z >- a <br />, mz <br />pp, <br />J <br />8�� a N <br />0 <br />M <br />~aOZ� <br />O <br />In <br />C1.4 <br />Ln <br />CL <br />Z <br />LU <br />W�� <br />%`'/ <br />M <br />az8g <br />� <br />"a <br />Z <br />`/w'1 d. <br />W <br />°EWao <br />zUj C'�pZ <br />• O <br />U-a <br />(n <br />wCz <br />,�08 <br />>' <br />o <br />L n �C <br />z <br />itY <br />� <br />T� Q <br />� W <br />LL Z <br />a~ <br />Z <br />.... <br />Z) <br />> <br />�." <br />Z O <br />a <br />z <br />LL <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5oll <br />JOB NO: 17-1397 <br />SHEET NO. <br />5 <br />