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U <br />a <br />a <br />a <br />r <br />g <br />a <br />0 <br />0 <br />0 <br />v <br />io <br />fV <br />0 <br />v <br />0 <br />v <br />!;tI <br />N <br />a- <br />0 <br />fV <br />2 <br />S2 <br />1 <br />8" THICKEN EDGE <br />W/ (1) #5 CONT <br />16'-0"X8'-0" <br />CONC. PAD _ <br />7 <br />--N _F <br />S2 <br />40'-0" <br />5'-0" 3'-10" 2'-2" 2'-1" 4'-1" 5'-2" 3'-10" 5'-0" 3'-10" 5'-0" <br />S <br />Z o <br />1 <br />I a�clj S2 <br />ELEV <br />(-) 0'-4" <br />13 13 13 13 13 13 p 13 <br />I it <br />ELEV. AT 0'-0" 8" MIN. ABV. GRADE) I <br />• 4" CONC. SLAB - 3000 PSI, W/ 6X6 p <br />W1.4/1.4 WELDED WIRE FABRIC I <br />• 6 MIL VAPOR BARRIER <br />• MECH. COMPACTED FILL TO 95% OF I <br />MAX. DRY DENSITY <br />• TREAT SOIL W/ TERMITE POISONING iv <br />I <br />I � p <br />M I2'-1" I 1'-51/2" <br />2'-6" 2'-6" 11'-10 1 /2" 8'-0" 2'-6 1 /2" 2'-8" 6'-4 1 /2" <br />I ( p <br />- - VERIFY TUB DRAIN <br />LOCATION WITH <br />MANUF SPECS <br />o I p <br />PROVIDE ELEC/ <br />PLUMBING SERVICE I <br />THRU SLAB AT PONY I <br />- - - WALL LOCATION iv <br />VERIFY TUB DRAIN (REFER TO FLOOR & b <br />ELEC PLAN) <br />LOCATION WITH N - I p <br />Yam- -r <br />MANUF SPECS <br />O <br />6" PONY O � __ HANSEN <br />WALL ABV <br />n _ <br />BOX ABV <br />I Ip <br />a <br />n <br />16"X16" CONC FTG W/ nV---1/4" COPPER WATER 0 W <br />(2) #5 RODS CONT co a LINE FOR REF I <br />n � o <br />" " 8" THICKEN 8'-10" 6'-1^ <br />24 SQ X 12 DP CONC. REF. <br />FTG. W/ #5 RODS 6" EDGE W/ (1) Li <br />O <br />0 <br />"v <br />0 <br />A <br />0 <br />v <br />4'-0"X4'-0" <br />AC PAD <br />O <br />� v <br />0 <br />"v <br />O.C. E.W. 8 <br />#5 CONT — <br />8" THICKEN EDGE W/ - - - - - - - - - - - - - - - - - N <br />S2 - p <br />(1) #5 CONT <br />CV <br />3'-0"X4'-0" N <br />p <br />p <br />p <br />p <br />p p <br />p <br />- _ �\ A H U I S2 ELEV. <br />p <br />CONC. PAD <br />13- <br />ao <br />ELEV �\ i (-) 0'-6" _ <br />0'-4" i <br />7 <br />(-) \ 6 <br />\`\\ <br />_ <br />3'-0" <br />3'-10" <br />4'-10" <br />`o <br />4'-1" <br />I /� <br />I U \\ \ \ a S2 <br />�� \ <br />a Nor <br />8" THICKEN EDGE W/ <br />PVC <br />o <br />p <br />00, 1'-2" <br />1 <br />` <br />~ <br />1'-2" <br />— <br />9 <br />�, <br />DIMENSION T <br />9 DRAIN (1) #5 CONT <br />S3 <br />FILLED CELL <br />S3 FOR AHU <br />6X6 P.T. WD POST <br />ABV. W/ SIMPSON <br />- - - - - - - - - - - - <br />ABU66 AT BASE <br />o <br />6X6 P.T. WD POST I I <br />CONTROL <br />o <br />9 <br />8 " <br />6'-3" <br />8" <br />ABV. W/ SIMPSON <br />JOINT <br />ABU66 AT BASE <br />I <br />ao <br />13 <br />1 <br />p <br />N <br />ED <br />I <br />pl <br />Ip <br />3/4" DP X 13" WIDE RECESS <br />I (VERIFY DP W/ BUILDER) I <br />p <br />p <br />4 <br />16"X16" CONC FTG W/ <br />o <br />v <br />(2) #5 RODS CONT S2 <br />J <br />O <br />HB o <br />"v <br />— _ <br />o <br />pp <br />pp <br />p <br />p <br />N <br />11'-1" <br />7'-7" <br />1'-10" <br />10° 16'-0" 10" <br />1'-10" <br />18'-8" 21'-4" <br />0 <br />0o <br />0 <br />FOUNDATION LEGEND: <br />NOTE: <br />BUILDING SLABS SHALL HAVE CONTROL JOINTS IN <br />ACCORDANCE W/ ACI224-3R <br />p = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />0 = FILLED CELL W/(2) #5 VERTICAL <br />O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />.�.' = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS <br />w <br />cn <br />� <br />Q rn <br />— <br />H <br />o <br />LL <br />Q O o <br />w <br />N <br />(Z90Liu: <br />H <br />0 <br />w <br />cn F_ H <br />w <br />owZ_ <br />U) O Q <br />/may <br />i y <br />w <br />�_-NJ <br />w U <br />LL <br />W Z <br />J <br />U) <br />w = Q <br />H <br />L u Z <br />Ewa <br />O <br />>Zu) <br />04 <br />to <br />= Q Zi � <br />_� <br />Q�� <br />LL <br />Q <br />4* <br />_O0 <br />�UU <br />Qw <br />Z <br />�wZ <br />SQ� <br />�ro-i <br />CDC <br />Z <br />O <br />I°mZ <br />�Z <br />i <br />a <br />m Q w <br />�a <br />W <br />Lu <br />w Z E J <br />Q <br />cn z <br />Lli O <br />=LLivi <br />Hv) <br />Q <br />LL <br />0 <br />a) <br />�� <br />0) <br />� > <br />0 <br />Ac: <br />W <br />cu <br />N <br />E <br />Jc: <br />U <br />M <br />M <br />CL <br />a) <br />LL <br />0 <br />Q) <br />c: <br />v� <br />- <br />> <br />a) <br />_0 <br />V / <br />LL <br />^^ <br />> <br />0 <br />W <br />� <br />N <br />Q <br />� <br />U <br />�,�E� <br />� <br />� <br />� <br />•°i <br />O <br />cl)Q <br />E <br />cm <br />= <br />0 <br />U <br />.c: <br />� <br />Q. <br />N <br />co <br />U <br />c* <br />C <br />0 <br />4) <br />U <br />W <br />O <br />VJ <br />cn <br />co <br />a) <br />ISSUE DATE: 05/06/10 <br />JOB CAPTAIN: JMG <br />SCALE: AS NOTED <br />CHECKED BY: JMG/PF <br />PROJECT NUMBER: 0737 <br />FOUNDATION PLAN <br />MONO <br />FOUNDATION PLAN (A <br />1 /4„ = 1'-011 <br />40'-0" <br />A2 <br />