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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />1/8" SAWCUT x 1/4 <br />OR FIBERMESH REINF. <br />SLAB THICKNESS <br />SEE PLAN. <br />WHERE SHOWN ON <br />FOUNDATION <br />PLAN <br />u <br />LLU <br />g <br />CONTROL JOINT DETAIL <br />SCALE: 11/2"=1'-V <br />'•- <br />', �• <br />. • <br />#5 CONT REINF. <br />SEE FND. FOR <br />' <br />- <br />QUANTITY <br />#5X25"X25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />• �•. <br />'; <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 11/2"=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 CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE <br />CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND <br />NER-284 FOR FIBERMESH OR NER414 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 />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 />5" SLAB W/ #3 <br />BARS @ 48" O.C. <br />E.W. <br />n ..a S a A <br />e C . < • . <br />(V G <br />G <br />e <br />(2) #5's CONT. @ <br />BASE & (1) #5 CONT. <br />@ TOP W/ #3 TIES <br />8" 1' 4" 8" @ 48" O.C. <br />xr-'x1'4r <br />WI (3) M EW. I <br />DA <br />S3 <br />TYP. <br />0 <br />1 n7'_A" <br />26'-8" <br />27'-0" <br />27'-0" <br />26'-8" <br />13-0" 1 <br />13'-8" <br />13-0" <br />14'-0" <br />14'-0" <br />1 T-0" <br />13'-8" <br />13-0" <br />3-8" <br />7-0" <br />3-0" <br />4. <br />41 <br />3-8" <br />7-0" <br />34" <br />34" <br />7-0" 3-8" <br />3-0" <br />7-0" <br />3-8" <br />N L <br />A <br />A <br />L <br />N <br />L AT <br />S3 <br />S3 <br />S3 <br />S3 <br />S3 <br />S3 <br />L 1YP. AT <br />S3 <br />+ <br />+ <br />S3 LAW <br />� <br />— <br />■ I I <br />� l3J A5 E.W. <br />—lL <br />// r <br />— —I <br />o rW (3) M E.W. <br />I I ■ <br />— <br />ITI <br />o <br />(2)RV RTI <br />(�■VERTICALS <br />�T <br />"' <br />;t I <br />I I \\ I <br />9 <br />`" T <br />(2)ISVERTICALS <br />l i T <br />� ) I <br />WAN CELL <br />. I <br />// I <br />\\ <br />■ <br />\\ I <br />I <br />WAN FILLED CELL <br />I I I o f <br />� <br />■ <br />r <br />0 #5 VERTICALS <br />I I <br />\\ PROVIDE IV RECESS FOR <br />(2) M5VERRCALS <br />■ <br />T <br />III <br />I <br />PC C CSE <br />I <br />WN FILLED CELL <br />DOOR. REFER TO <br />SCOPEFORWDH <br />Cal. <br />WAN FILLED <br />■ <br />PC AC CA�SE�� <br />(2)AVE <br />2'-6° <br />-8' <br />'-2' <br />'-2" � '-8" <br />2'-6" <br />WANFlLMALS <br />I2'-8" <br />/ <br />� <br />8'-8" 18 <br />8'-8" <br />2'-8"IWANFILLEDCELL <br />ill <br />— <br />!C <br />-31n <br />■ <br />I _I` _ <br />_11 <br />-- — <br />----IIIIII <br />--IIIIII <br />— <br />Jr <br />- — — — — — — — — <br />-- —IIIIII <br />--1 —L1- <br />---� <br />TIIIII <br />L <br />--TII1I1III— <br />—\ <br />—\\—- <br />—�\— <br />j— — <br />— <br />— <br />■ <br />J <br />T <br />I <br />----- <br />I / <br />I <br />-----r <br />T-T-----� <br />II <br />I <br />—Y-1OP1 <br />s131 <br />s3 <br />t <br />c <br />1 <br />I <br />M" <br />1 <br />0'-0" ELEV. <br />3 <br />TYP. @ <br />#3 BAR 48" O.0 <br />FIN covC SLAB <br />C <br />GRADE <br />E.W. ON Y" TALLBEAM <br />\\\ <br />I <br />CHAIRS O WIRE <br />U.N.O. PVC CHAE <br />I-IIIIIII <br />< <br />\—�`1\ <br />PVC ACASd <br />#3 BAR @ 48" O.C. <br />E.W. <br />1 Yz" TALL <br />TYP. @ <br />GRADE <br />. <br />@ <br />GRADEON <br />0V <br />CHAIRS NO WIRE <br />BEAM <br />FIN CONC. SLAB BEAM <br />E.W. ON iT� <br />'` <br />MESH TYP. U.N.O. <br />O.C. <br />#3 BAR-- 48—s <br />@— <br />CHAIRS NOWIR <br />E.W. ON <br />1 Y2" TALL <br />■■■-- <br />MESH TYP. U.N.4 <br />CHAIRS <br />All <br />■■■ <br />NO WIRE <br />\ <br />MESH <br />TYP. U.N.O. <br />I1IIII1IIII1IIII <br />IIII11IIII1II <br />I- <br />C <br />Co <br />I I <br />I <br />o <br />0'- 0" ELEV. <br />IIII <br />\\ <br />iIIIIIiIII <br />Cl) <br />FINCONC.s B <br />III1I1IIIIII <br />TYP. @ <br />TYP. @ <br />GRAD <br />TYP. @ <br />GRADE <br />I <br />5"MIN. 2500 PSI COW, I <br />---11-- <br />TI <br />6'-4 <br />BEAM <br />o'-o" ELEV. <br />CONC.IFIN SLAB <br />BEAM <br />\i\—\\ <br />SLAB OVER 6 MIL <br />VAPOR <br />6,-3L <br />I I <br />12,-8�s, <br />T-114" <br />a <br />FM`%� <br />IN <br />i i <br />t <br />I <br />\ <br />BARRIER <br />---s--M3T <br />---- --�IIIIiIIIIII1III <br />L — — — — <br />-a <br />„ � <br />„ <br />\ „ <br />15'-4 <br />IIiIiIIIII <br />tII <br />— <br />— <br />— — — — — — — — — <br />II—— <br />— <br />\I <br />I I <br />— — — — — — — — — <br />I <br />— — <br />—F <br />—T <br />— <br />I <br />II <br />— <br />�• <br />■ <br />C.I. <br />_ <br />C <br />SLOPE=1A'BUILDER <br />ALLREINFOB <br />G.C.O <br />II <br />I ALLR INFTOBE <br />E'NEr Bt <br />PER TO <br />S�JLOIIPs <br />�RLESS <br />' <br />4_g <br />/ L <br />co <br />- 9 <br />CON NOUS THROUGH <br />CON HR UGH <br />TOUT <br />INTERSECTION P.) <br />C. CORD. <br />T/ SLAB <br />BUILDER NOTE: <br />T/ SLAB <br />INTE SECTION (TYP.) <br />IT MAX <br />ALL .OBE <br />PRO DE1V RECESS FOR <br />CONTINOUS THROUGH <br />(TYP.) <br />PROVIDEIXiRECES�FOR <br />DOOR REFE11 TO MON <br />SCOPE FOR JAM <br />RE <br />EF�DTo MASON'S <br />R <br />(Y <br />5" MIN. 2500 PSI CONt. <br />I <br />5"MIN. 2500 PSI CON.INTERSECTION <br />_291 <br />SLAB OVER 6 MIL <br />5" MIN. 2500 PSI NC. <br />SLAB OVER 6 MIL <br />VISQUEEN VAPOR <br />SLAB OVER 6 MIL <br />VISQUEEN VAPOR <br />1 <br />6'-2" <br />VISQUEEN VAPOR <br />BARRIER <br />I <br />6'-2" <br />BARRIER <br />■■■■■■ <br />BARRIER <br />1 <br />G.C. CORD. <br />I <br />G <br />t <br />S <br />I <br />TSLAB <br />/\ <br />I <br />IG <br />s3 <br />N <br />/y <br />— J L <br />r <br />SG 3 <br />7-0" <br />(IIIIIII1IIIII <br />! rI <br />WI(3)A5EW. <br />W3)A5E.W. <br />G <br />7_0„I� <br />— <br />L <br />� <br />53 <br />N`Zo <br />.0 <br />" 1 t111 <br />o <br />I1III1 <br />I <br />I <br />I <br />I <br />IIII <br />" <br />. <br />--J—. <br />-- <br />-- <br />r <br />3, ' <br />_ 1_ <br />4 <br />' I I <br />I <br />aII <br />7a „ <br />-01,2 <br />2 <br />I <br />I <br />III <br />i"I '-10 <br />4 4 SIM <br />@ <br />10 <br />�IIIIII11IIIII <br />SIM. @1b'-5 4 <br />1— <br />■■■■■■�� <br />3-0'x3-0x14 <br />rd(4)IsEw. <br />I I <br />I I I 1FOUNDATION <br />I 15-104 <br />5-10a <br />FOUNDATION <br />_\ <br />I I <br />I <br />3--'-0'■x\3 <br />-0x1'dY <br />WI (4) A5 EW. <br />---------- <br />III <br />----- -- <br />I (ONLY <br />I �I <br />— — — <br />— — — — — — — <br />T I <br />C <br />H. <br />— <br />— — — <br />— — — <br />3H. <br />-- — <br />— -- — <br />—7 --1 <br />— —IIIIII <br />I "'1 <br />1 <br />I <br />Iv <br />I <br />C <br />— <br />" <br />-310j <br />,_„r <br />,_8„ ,_„ <br />T <br />W.H <br />311 <br />T--1-1 <br />T-sl° <br />.H./ <br />`w <br />\J <br />7-9� I <br />1 <br />SC3 <br />II <br />Sc3 <br />1c1 <br />5'-5 <br />" <br />ISIM. @ <br />PROVIDE I}RECESS FOR <br />C C <br />1 <br />IIII <br />PROVIDE 1V RECESS FOR <br />DOOR. REFER TO MSS <br />SIM. I <br />6-4 <br />5-2 " <br />1c1 <br />TYP' @ <br />FOUNDATION <br />MOP REFER TO MASONS <br />SCOPE FOR WDTH <br />@ TY @ SCOPEFORADIH <br />FOUNDATION I <br />I <br />TYP. @5-9 <br />hGRADE <br />h 1-2 " <br />!ONLY <br />1_6 <br />I <br />t GRADE GRADE I I GRADE <br />T — <br />ONLY 1 <br />10,4. <br />1- <br />4 <br />"— <br />GRADE1�,9 <br />1IIIIIIIIIIIII1 <br />5'_' 9IIIIII1I1IIII <br />( <br />1BEAM BEAM <br />I <br />I I BEAM <br />REAM <br />IIII <br />■ ■ <br />IIII <br />IIII <br />■ <br />■ <br />aoN <br />I <br />iI <br />1 <br />II <br />Q" <br />' <br />C <br />TYP. @ <br />TYP. @ <br />N <br />GRAD E <br />L <br />` <br />Ib <br />CN <br />■■■■ <br />TYP. @ <br />BEAMBEAM <br />TYP. @ <br />GRADE <br />GRADE <br />BEAM 5'-6" <br />IIIIIIII <br />IIIIIIIIIIIII <br />A"MS <br />IIIiIII1III1 <br />2' 4I" 7'-0" 2-0" 2'-0" <br />T-0" 2'-4" L <br />C <br />Sc3 <br />1iI1III1 <br />SL3 <br />S <br />!IIIIIIIII <br />` <br />IIIIIIIIIIII1 <br />IIIIIII <br />SIM. @ <br />IIIIIII <br />L1 1BiE <br />@— <br />SIM. <br />■■■■ <br />IIII— <br />IIIIIIIIIIIII <br />FOUNDATION <br />IIIIII11II <br />4'-0" 11'4" <br />11'4" 4'-0" <br />FOUNDATION <br />ONLY <br />IIIIIII <br />iI1I1I1I <br />� <br />� <br />iIIIIIIII1II <br />ONLY <br />IIIIIIII11III <br />IIIIIII <br />IIIIIIIIII <br />IIIIIIIII <br />L—_4 <br />JIIIIII <br />J <br />_4 <br />■ <br />■ <br />■ <br />■� — — — I— I---- <br />■ <br />■ <br />I I ■ ■ <br />J.1 <br />J.1 <br />+ <br />+ J.1 <br />J.1 Q <br />■ ■ I I <br />■ ■ <br />S3 <br />S3 <br />S3 <br />S3 <br />(2) M VERTICALS <br />(?J A5 VERTICALS <br />�CELL <br />4'-6" <br />7'-0" 4'-6" <br />WAN FILLED CELL <br />WAN FILLED CELL <br />WANK FILLED <br />WAN FILLED CE <br />4'-6" 7-0" <br />4'-6" <br />16'-0" '-2' 8'-0" <br />34" <br />8'-0" 1'-10" <br />30'-8" <br />1'-10" 8'-0" <br />34" <br />8'-0" '-216'-0" <br />10T-4" <br />' xr-'x l,4r <br />WI (3) #5 E.W. <br />A e <br />S3 e <br />TYP e <br />M <br />SECTION @ INT. GRADE BEAM c <br />SCALE: 1/4"=T-0" 11 FOUNDATION PLAN <br />SCALE: 3/16"=1'-0" <br />N <br />N <br />N <br />I <br />\1I I 0 <br />u <br />0 <br />vi C <br />- y <br />F- <br />Lh 0 <br />/v <br />0 W <br />0 <br />O <br />V') L.LM <br />0 <br />m LIf t V <br />- <br />C <br />0O� d <br />toLLM 4) <br />d N <br />4) <br />U <br />�a0� <br />'000 <br />' <br />Nab <br />In <br />0 <br />O <br />A0 <br />B Da <br />N•C,B •D,C <br />T <br />0% <br />y IL <br />r <br />� o <br />>� <br />! <br />Q <br />• s v <br />• <br />z <br />Q <br />IE <br />To the best of the engineers 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 />O <br />-r-4 M <br />N M <br />Z � M <br />7 <br />V) <br />M O <br />i>i <br />rl <br />d•i-M01 <br />Q o <br />MLL^ <br />�N <br />i N <br />Z LM M <br />W <br />W <br />JLn� <br />L V <br />mi <br />r-I <br />Q <br />Z <br />W <br />� <br />EDLL <br />� <br />J <br />LU <br />a, <br />� <br />in 0 <br />z, <br />QZ<0 w- <br />CD <br />LU <br />I <br />rI <br />V <br />OV 'OWN <br />p <br />O <br />W <br />w <br />Z <br />�0 <br />V-1 <br />Ln <br />Z <br />6•L <br />O� <br />a <br />p z <br />a <br />Wr7Otil in OzV <br />0�� <br />Z <br />H <br />°0g0� . <br />(D <br />z <br />i5 <br />Q<' <br />W <br />Q <br />� O <br />" S � � O 2 <br />I ��zQ <br />1g <br />LLo <br />CL <br />�~ <br />Z <br />) <br />Z <br />LL <br />> <br />g O <br />z <br />0 <br />a U_ <br />SCALE <br />AS NOTED <br />PLOT DATE: 07 / 08 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0958-0961 <br />SHEET NO. <br />11 <br />