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STEMWALL
HEIGHT
DOWN ROD
SPACING
FOOTER
SIZE X
HORIZONTAL
REINFORCEMENT
8" x 16"
(2) #5 BARS
>2'-8"
48" O/C
10" x 16"
(2) #5 BARS
>4'-0"
32" O/C
10" x 26"
(2) #5 BARS
>6'.0"
24" O/C
11" x 36"
(3) #5 BARS
TOC
"L" BLOCK
W/ (1) 95 CONT
,1
IF OVER 4' ADD TIE BEAM W/ (1)#5 d
CONT @ 2' O/C FILLED SOLID & #3 x 4' BENT BARS @ 48" O/C IN
ALLOWED TO SET 2 DAYS. SHORE 3 1/2" MIN. CONC. SLAB REINF. W/
WALLS OVER 40" HI @ 4' O/C. 1 1/21b. OF FIBERMESH PER YD.
6 mil M.B. OVER WELL COMP. SOIL
GRADE CONCRETE F'c = 3,000 psi
2'MIN. Y - #5 VERTICAL -DOWN ROD - TYPICAL
SEE TABLE FOR CORRECT SPACING
X
FOOTER DETAIL � ®C—
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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