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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH REINF. SLAB THICKNESS <br />SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />10T-411 01 <br />lo <br />-' - 01 <br />:_u J <br />T, N d 01 <br />CONTROL JOINT DETAIL01SCALE: 11/2"=1'-0" �, 1 .0 N <br />2'6"z76'z1'-040 2'6°x2'6"z1'-0. <br />w/ (3) #5 E.W, wl (3) #5 E.W._7 00 60 <br />#5 CONT REINF. <br />SEE FND. FOR OP <br />00 <br />QUANTITY <br />#5 X 25" X 25" <br />s, - o <br />0 <br />CORNER BAR ONE T <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. cla <br />ems} r <br />A A <br />S3 S3 <br />TYP. TYP. <br />o b <br />1 <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1112 -1-0 <br />0 <br />Cl) oi <br />O <br />M <br />L M <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 j�FOR- <br />DOOR.o\ <br />CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS ANDF- <br />NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL <br />VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES <br />0 <br />O N <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 />C 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 o <br />TO NOTES) i 7 <br />4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR <br />RECESSING DOOR SILLS.04 <br />5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. o <br />o <br />6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE <br />SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) <br />LO <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 FOUNDATION21)o <br />T <br />I <br />r M <br />_1 <br />M <br />ic> u? <br />in <br />M <br />u) <br />M <br />10 <br />FOUNDATION PLAN <br />SCALE: 3/16"=1'-0" <br />C.J. <br />-Z. <br />M all NJ <br />0 <br />26'-8" <br />27' 0" <br />27'-0" <br />_ <br />26'-8" <br />13'-0" <br />13'-8" <br />13'-0" <br />14'-0" <br />14'-0" 13'-0" <br />13'-8" <br />13'-0" <br />3'-8" <br />7'-0" <br />3'-0" <br />3'-8" <br />7'-0" <br />3'-4" <br />3'-4" <br />7'-0" <br />3'-0" <br />7'-0" <br />3'-8" <br />N <br />L <br />A <br />A <br />L <br />N <br />L TYP. AT <br />S3 <br />S3 <br />53 <br />S3 <br />S3 <br />S3 <br />L <br />TYP. AT <br />S3 LANAI <br />t <br />t <br />S3 <br />LANAI <br />2' 6' x 2' 6' x 1'-0" <br />2'-6" x 2' 6" x <br />i'-0 <br />■ I I ■ <br />w/ (3) #5 E.W. <br />/ r \ <br />p wl (3) #5 E.W. <br />I <br />� <br />■ ■ <br />I <br />#5 <br />(2)#5VERTICALS <br />WIIN FILLED CELL <br />(2) <br />WIIN FILLED CELL <br />o r <br />T <br />(2)#SVERTICALS <br />PROVIDEI z'RECESS FOR (2)#5VERTICALS <br />T <br />I I <br />I <br />■ <br />I� <br />WIIN FILLED CELL <br />_ <br />\\ DOOR. REFER TO MASON'S WIIN FILLED CELL <br />■ <br />I I <br />(2)#SVERTICALS <br />PVC NC CHASE <br />SCOPE FOR WIDTH � <br />PVC A/C CHASE <br />(2) #5 VERTICALS <br />WIIN FILLED CELL <br />c <br />2'-6°-8" <br />_ <br />2'-6" <br />- <br />WIIN FILLED CELL <br />� II <br />// <br />■ <br />\—\� <br />� <br />2'-8" <br />8'-8" <br />1'-8" i <br />— <br />— <br />— * <br />— — <br />I I 1'-8" <br />2'-8" <br />/-31/Y <br />C.J___ <br />_ <br />■ <br />■ <br />iifl // <br />■ <br />\\ <br />■ T <br />— —_ <br />� <br />� <br />- <br />rn <br />N <br />N <br />CJ <br />5 <br />� <br />� <br />vi C <br />0 Cl) <br />H I <br />N <br />4-� <br />O <br />0�000 <br />'u rn <br />O � <br />O <br />N � <br />_OMO <br />m tSi CF U <br />C <br />� N <br />� <br />T-;; 111— —I- - - - - ---- --- - - ---- — <br />