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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 g <br />CONTROL JOINT DETAIL <br />SCALE: 1112"=1'-V <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 />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1112"=1'-V <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 CONIC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE <br />CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND <br />NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL <br />VISQUEEN VAPOR BARRIER & 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 />❑ INDICATES FILLED CELL W/3000 PSI CONIC. W/(1) #5 REBAR <br />TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ <br />EXT. TO TOP COURSE BELOW SLAB (V-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 V4 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 />SYMEMCAL <br />SYMErmm <br />N, <br />FOUNDATION PLAN <br />SCALE: 3/16"=1'-0" <br />N <br />N <br />U) <br />u <br />�+ <br />M <br />+r <br />vi C <br />v a) <br />H N <br />cr)0 <br />a '� <br />N <br />0 n CO00 <br />M <br />O <br />Ln <br />0 O <br />m O U <br />C N <br />" . cV) Q <br />1✓ <br />0 V C4 O <br />U <br />Q. O <br />3 <br />a <br />o°D0 <br />o <br />cnan <br />rn v <br />0 <br />A <br />B <br />0 <br />D® <br />".C_Br,C <br />'r <br />J�Xg <br />P <br />. <br />CW00 <br />i i <br />• <br />w . <br />... 56 <br />•. mN og <br />a <br />.- <br />s <br />To the best of the engineer's knowledge 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 />0 <br />r-1 M <br />N M <br />OLn <br />= M <br />> No <br />0 N M O <br />rl <br />aCU0`� <br />f- MLLN <br />z <br />i N <br />n <br />r_ %­0 <br />z <br />Z 21 M <br />W <br />J O <br />I _N <br />LL V <br />Ce <br />Q <br />Z <br />L U <br />per[ <br />W Ll 0 <br />m Z ~ d <br />N <br />N00 <br />O�0 z<0 <br />ZaQ°aQ <br />T-4 <br />=f�W~Z <br />0 <br />O s 0 a Lu <br />oO <br />aCI <br />0 <br />�a0ZZ© <br />w = <br />O <br />W <br />7�I <br />N0 <br />Ln <br />Z <br />Y <br />3:W <br />J <br />F- <br />0 <br />Q�Q <br />z X o <br />a <br />Lu000� <br />~ ~ Z m 0 <br />LL <br />^ <br />ZdEOrzZ <br />�w0Z00 <br />z <br />LU <br />CD <br />z 0 <br />o�za <br />LL <br /><"g og <br />CY <br />OLLJ <br />Q <br />QaLu <br />CL <br />Z <br />a~� <br />Z <br />> <br />P <br />g 0 <br />Z <br />OO <br />a LL <br />SCALE : <br />AS NOTED <br />PLOT DATE : 05 / 24 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEET NO. <br />11 <br />