HomeMy WebLinkAbout0817.91g1, ALL CONCRETE TO BE 3500 P.S.I. MIN. SEE SPECIFICATION FOR
OTI-4ER TYPES AND STRENGT1-4S,
2, ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 5OTTOM OF INTERIOR
FOOTINGS TO BE A MIN. OF 12" BELOW EXISTING GRADE. SOTTOM OF
EXTERIOR FOOTING TO BE A MIN. OF 36" BELOW FINISH GRADE.
3. ALL FOOTINGS ARE DESIGNED FOR SOIL PRESSURE OF 2200 P.S.F.
IF SOIL PRESSURE IS LESS, NOTIFY ENGINEER.
4, ALL INTERIOR SLA55 TO BE 4" CONCRETE WITH 6x6 10/10 W.W.F.
OVER A .006" T. VAPOR BARRIER.
S, CONCRETE REINFORCEMENT SMALL BE IN ACCORDANCE WITH ACI
"M,4NUAL OF STANDARD PRACTICE FOR INSTALLATION OF REINFORC-
ING STEEL"
6. COMPACTED FILL UNDER 4" CONCRETE FLOOR SLA5 TO BE MIN. 4" T.
TOP FTG. ELEV. 85633'
FOUN4TO\ NOTES
4 TOP FIG. ELEV. 851.66'
16"
_4
1 STEP FT. DET4 I-
A-1 3/4" 1 -0"
MIN. 18"
LAP
1 1
co co
X X
X
X X
X X
NO-
12 "x24 CONC, FTG.
THREE 4 5 SARK CONT.
A -T
9 5/8"
L_
E
L_
FD.
F.D.
A -6
33' -10"
25' -2"
SLOPE FLOOR TO FLOOR
DRAIN AT MIN. 1/8" PER Ft.
SLOPE FLOOR TO FLOOR
DRAIN AT MIN. 1/8" PER FT.
-12"x24" CONC. FTG. w/
T44E 4 5 BARS CONT.
FD.
F.D.
1
80' -4"
FD.
84' -8"
SLOPE FLOOR TO FLOOR
DRAIN AT MIN. 1/8" PER FT.
R F.D.
84' -8"
33' -1"
4" CONC. FLOOR SLAB w/
6x6 10/10 U1.UJ.F. OVER 006"
VAPOR BARRIER ELEV. 859.00'
84' -2 3/8"
4'x4'x12" CONC. FTG. PAD
w/ SIX 4 5 BARS ®8 "o/c
EA. IUAY
FD.
63' -9 1/2" 3 1/4"
143
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143
1
:I
STEP FTCx
;X SEE DTL. 1 /A -1
1
1
C
STEP FTG.
SEE DTL. 1 /A -1
1
II
MELIMILIENNIIIINIIIMEIUMMOIMMEIVIIMMEMENEOLMIN/111111MrilliralIMIWINNIEVIIMIZZOQIIMMIMIMMINEMMOKM.11111MINIIMZIN awn WI
.a.aama.isianw as..oawiiirnwa:a.maaffir rrammimi:amr altff.∎.JMINL•NIMa1s.
A -6
6' -4" 16' 6' -4"
1/8" 1' -0"
x 3' 4"
3 1/4"
6' -4"
12"
ir■maroir=wima .111•11=1113 =WO 11111•11.Jes WEI
TOP FTG. EL. 85633'
TOP FTG. EL. 851.66'
5 5/8"
TOP FTG.
EL. 85633'
FOUNDATION PL4N
TOP FTG. EL. 851196'
TOP FTC.. EL. 85633'
12 "x24" CONC. FTG. w/
THREE 4 5 BARS CONT.
4" CONC. FLOOR SLAB w/
6x6 10/10 WWF. OVER .006"
0 VAPOR BARRIER ELEV. 859.00'
i
2
A -5
51D NOTE.
CANOPY TO 15E BID AS
ADD ALTERNATE 4 1
58
58' -8"
51 -0 3/4"
58' -8"
58 -8"
12"x24" CONC. FTG. w/
TI-REE 4 5 BARS CONT.
1
i
1
f
9 5/8"
v
JOB N0.
J1288203
DR. BY
J.F.L.
CHK. BY
E.LM.
ISUED
REV.