09-860-012= I..
't, z
- r
NEW FOOTING
2' -0" 11" I— EXISTING FOOTING
205X2'-6' DOWELS
DRILL ro' INTO EXISITNG FTG
4 SET IN EPDXY RESIN.
Dr= TAIL.
SCALE: 3/4" = V-011
S" CONIC, REINF
MASONRY BLOCK
WALL W/*B HORIZ.
JOINT REINF. tv 16" O.C.
GFZ40E .
8" MIN.
CONCRETE FOOTING
(SEE SCHEDULE FOR
SIZE 4 REINF.)
2\ DETAIL._
\_S �_, / SCALE: 3/411 = 11_011
STEEL COLUMN
SEE SCHED.
I" EXP JT FILLER
AROUND COL.
BASE F_ (SEE SCHED)
W/ 4-3/4"40 WELDED J-BOLTS
CONC.SLA5
/"--SEE PLAN
m
NON SHRINK
GROUT
FTG. SEE PLAN
DETAIL
SCALE. 3/411 = It-oil
Lj
MARK,
u:ln
REINFORCEMENT
c� cq
UJ N
if) 9�
- r- _ -
4" CONC, SLAB ON FILL
w 0-�k
t
z
I
co
UP-16
W1 (ox& WI.4xWI.4 W1J.F
-T-
z
w
-.c o
W
4J -
(n
Z
0
<
LL
<
Ljj
_j
(n 0
ELEV. O' -O"
z:)
0 < om
o
MAIN FIN. FL.
0501
Le) K)
,-AAJ
/COMPACTED
00
FILL
1
204
,
4,
I
n
W/
S" CONIC, REINF
MASONRY BLOCK
WALL W/*B HORIZ.
JOINT REINF. tv 16" O.C.
GFZ40E .
8" MIN.
CONCRETE FOOTING
(SEE SCHEDULE FOR
SIZE 4 REINF.)
2\ DETAIL._
\_S �_, / SCALE: 3/411 = 11_011
STEEL COLUMN
SEE SCHED.
I" EXP JT FILLER
AROUND COL.
BASE F_ (SEE SCHED)
W/ 4-3/4"40 WELDED J-BOLTS
CONC.SLA5
/"--SEE PLAN
m
NON SHRINK
GROUT
FTG. SEE PLAN
DETAIL
SCALE. 3/411 = It-oil
Lj
MARK,
u:ln
REINFORCEMENT
c� cq
UJ N
if) 9�
- r- _ -
16" CONT. x 12"
w 0-�k
t
z
I
co
UP-16
CD
-T-
z
w
-.c o
W
4J -
(n
Z
0
<
LL
<
Ljj
_j
(n 0
U) 00
z:)
0 < om
o
o (y
.
0 u)
0501
Le) K)
,-AAJ
FOUNDATION FLAN
SCALE- I" = 10'
SOIL -STATEMENT
SOIL CONDITIONS AT THE SITE ARE CONSIDERED
TO BE SAND, AND ROCK WITH A PRESUMED
ALLOWA5LESOIL BEARING VALUE OF 2000 PSF.
WE WILL VISIT THE SITE AFTER THE GROUND
BREAKING TOCORRO50RATE OUR ASSUMPTIONS
AND WILL SU5MITA LETTER TO THAT EFFECT TO
THE BUILDING DEPT.
FOOTING NOTE:
PROVIDE 2 05 x 5'-0" BENT 3011 EACH WAY
CORNER BAR a CORNERS 4 INTERSECTION
FOOTING -SCHEDULE
MARK,
SIZE
REINFORCEMENT
COMMENTS
T.E.
16" CONT. x 12"
2 05� CONT
SEE DETAIL-,3/6-1
UP-16
16" CONT. x 12"
2 "50 CONT
'I % EACH WAY
TOP 4 50T
41-O"x41-01140"
ro 05 EACH WAY
TOP 4 50T
COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
OR BASE PLATE
COMMENTS
4"x4"x5/8 "_ TS
STEEL
BASE fe 12,,xl,-o,lx3/4l
W/ 4-3/4" WELDED J-BOLTS
SEE DETAIL-,3/6-1
8"xI2" CONC.
4 #5 VERT. 4
03 TIES tv 5" O.C.
ao
DOE
1251 It
DAM 09/14/09
PF40J NO: 9029
Mrs SYt JEB
REV:
c
OF .4
0
00
0
ti
ao
DOE
1251 It
DAM 09/14/09
PF40J NO: 9029
Mrs SYt JEB
REV:
c
OF .4