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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH REINF <br />SEE PLAN. —, <br />1/8" SAWCUTx 1/4 <br />SLAB THICKNESS <br />WHERE SHOWN ON <br />FOUNDATION PLAN <br />. w z <br />w g <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />°°- <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />1 - ° <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 11/2"=1'-0" <br />GENERAL NOTES: <br />1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO <br />BE LAPPED MIN. 6" AND SEALED <br />2 4"2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE <br />CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND <br />NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL <br />VISQUEEN VAPOR BARRIER 8 TREATED FOR TERMITES <br />3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO <br />BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS <br />17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (5'-4" O.C. MAX U.N.O.) <br />(REFER TO NOTES) <br />O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR <br />TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ <br />EXT. TO TOP COURSE BELOW SLAB (5'-4" O.C. MAX U.N.O.) (REFER <br />TO NOTES) <br />4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR <br />RECESSING DOOR SILLS. <br />5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. <br />6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE <br />SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) <br />CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS <br />OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE <br />ALTERNATE APPROVED METHOD. <br />7 NO WOOD STAKES PERMITTED IN FOUNDATION <br />SYMETRICAL <br />SYMEfRICAL <br />0 <br />FOUNDATION PLAN <br />SCALE: 3/16"=1'-O" <br />fn <br />^L+ <br />W <br />C <br />U) <br />co-)) <br />l! <br />_ <br />�i C <br />co co <br />H <br />0 <br />r�6 <br />0 1 00 <br />M <br />O <br />V) <br />O O O <br />co co U <br />� <br />O O � y <br />C 4% <br />M N <br />OWN O <br />all U <br />L O-O O <br />a 000 <br />0 <br />(0Qiz, <br />to o <br />rn � <br />0 <br />A <br />BD <br />U <br />N C B D G <br />�N <br />• E•c� 0000 <br />�- o - <br />�- <br />Z CU <br />U <br />� <br />� <br />s �• � O a'O J . <br />0* <br />To the best of the enginee s nowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />11 <br />O <br />'-I M <br />N M <br />Z M <br />Ora <br />�o <br />> <br />Q Qj In <br />rl <br />Q L to <br />fo LL N <br />�N <br />n <br />Z � m <br />J <br />LU <br />LU <br />UlfV <br />Q <br />Z <br />Z <br />LU <br />o z <br />J <br />O <br />wcLi0 <br />w z F N <br />wmzZ a <br />O cwi) 0 <br />zrz ¢ U <br />1 <br />z a OU � a. ¢ <br />Z <br />_ w ~ <br />v <br />O <br />040 o <br />U <br />~ a p z QO <br />w <br />^Lu= <br />V.r <br />� J <br />J� <br />l� <br />E <br />O <br />J <br />W 0 ¢ <br />W H <br />a <br />O <br />< <br />U 0 0 <br />0 <br />J <br />i cn m O <br />°�WOI1- <br />Z0 <br />zoa-zz <br />w 0 z o 0 <br />:5J <br />0 <br />,r— <br />z <br />¢a ;i <br />� 0 <br />0�Lu 0C20 <br />W <br />L <br />1— <br />°<aw0o <br />==Q�Q <br />O <br />d.. <br />Q <br />U)aoW¢ <br />1 <br />Q <br />J 0- Y w <br />¢¢F� <br />Z <br />M <br />Z <br />� <br />LL <br />LU <br />> <br />Z 0 <br />g <br />z <br />Q <br />LL <br />SCALE <br />AS NOTED <br />PLOT DATE : 01 / 21 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0055-60 <br />SHEET NO. <br />11 <br />