HomeMy WebLinkAboutSTRUCTURAL CALCULATIONS - M20-00008 - 3620 Yosemite Cir - New SFRGE
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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.
PO
S
T
-
I
N
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A
L
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D
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R
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1.
E
p
o
x
y
a
d
h
e
s
i
v
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a
n
c
h
o
r
i
n
g
s
y
s
t
e
m
s
:
1.
1
.
C
o
n
c
r
e
t
e
:
H
i
l
t
i
H
I
T
-
R
E
5
0
0
V
3
(
I
C
C
E
S
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S
R
-
3
8
1
4
)
or
S
i
m
p
s
o
n
S
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T
-
X
P
(
I
C
C
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S
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-
2
5
0
8
)
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r
U
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P
/
M
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t
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k
C
I
A
-
GE
L
70
0
0
-
C
(
I
A
M
P
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R
-
4
7
3
)
1.
2
.
M
a
s
o
n
r
y
(
g
r
o
u
t
e
d
)
:
H
i
l
t
i
H
I
T
R
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1
0
0
(
I
C
C
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R
-
38
2
9
)
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r
S
i
m
p
s
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(
I
C
C
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1
7
7
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)
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/
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A
-
G
E
L
70
0
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(
I
C
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-
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7
0
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)
1.
3
.
T
h
e
c
a
l
c
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l
a
t
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d
s
t
r
e
n
g
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f
a
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a
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m
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lo
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c
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d
i
t
i
o
n
s
f
o
r
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n
s
t
a
l
l
a
t
i
o
n
:
2
1
d
a
y
m
i
n
i
m
u
m
a
g
e
of
co
n
c
r
e
t
e
,
m
a
x
i
m
u
m
s
h
o
r
t
t
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r
m
c
o
n
c
r
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t
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e
m
p
e
r
a
t
u
r
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=
1
5
0
°
F
,
m
a
x
i
m
u
m
l
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g
t
e
r
m
c
o
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p
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r
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=
1
1
0
°
F
,
dr
y
co
n
c
r
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s
u
r
f
a
c
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,
a
n
d
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o
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m
a
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e
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g
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t
c
o
n
c
r
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e
.
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e
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a
d
h
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s
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ve
m
a
n
u
f
a
c
t
u
r
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s
f
o
r
m
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n
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m
u
m
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p
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r
a
t
u
r
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re
q
u
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r
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m
e
n
t
s
.
I
f
c
o
n
d
i
t
i
o
n
s
a
r
e
o
t
h
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r
w
i
s
e
,
c
o
n
t
a
c
t
e
n
g
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ne
e
r
f
o
r
a
n
c
h
o
r
s
p
e
c
i
f
i
c
a
t
i
o
n
s
.
1.
4
.
S
t
e
e
l
r
e
i
n
f
o
r
c
e
m
e
n
t
a
n
d
r
o
d
s
s
h
a
l
l
b
e
e
m
b
e
d
d
e
d
1
0
b
a
r
d
i
a
m
e
t
e
r
s
u
n
l
e
s
s
n
o
t
e
d
o
t
h
e
r
w
i
s
e
i
n
t
h
e
s
t
r
u
c
t
u
r
a
l
d
r
a
w
i
n
g
s
an
d
d
e
t
a
i
l
s
.
W
h
e
r
e
1
0
b
a
r
d
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a
m
e
t
e
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s
e
x
c
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d
s
t
h
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m
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m
b
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th
i
c
k
n
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s
m
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u
s
m
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n
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m
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m
c
o
v
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r
,
s
t
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l
r
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f
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c
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m
e
n
t
s
h
a
l
l
be
e
m
b
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d
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m
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s
m
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m
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w
i
t
h
a
s
t
a
n
d
a
r
d
h
o
o
k
.
1.
5
.
E
m
b
e
d
d
e
d
p
o
r
t
i
o
n
s
o
f
s
t
e
e
l
r
e
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n
f
o
r
c
e
m
e
n
t
a
n
d
r
o
d
s
s
h
a
l
l
b
e
c
l
e
a
n
,
s
t
r
a
i
g
h
t
,
a
n
d
f
r
e
e
o
f
m
i
l
l
s
c
a
l
e
,
r
u
s
t
an
d
o
t
h
e
r
co
a
t
i
n
g
s
t
h
a
t
i
m
p
a
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r
t
h
e
b
o
n
d
w
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t
h
t
h
e
a
d
h
e
s
i
v
e
.
R
e
i
n
fo
r
c
e
m
e
n
t
m
u
s
t
n
o
t
b
e
b
e
n
t
a
f
t
e
r
i
n
s
t
a
l
l
a
t
i
o
n
(
I
C
C
E
S
ES
R
-
3
8
2
9
)
.
1.
6
.
I
n
s
t
a
l
l
a
t
i
o
n
o
f
a
d
h
e
s
i
v
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a
n
c
h
o
r
s
s
h
a
l
l
b
e
p
e
r
f
o
r
m
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d
b
y
p
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r
s
o
n
n
e
l
t
r
a
i
n
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d
t
o
i
n
s
t
a
l
l
a
d
h
e
s
i
v
e
a
n
c
h
o
r
s
.
2.
M
e
c
h
a
n
i
c
a
l
e
x
p
a
n
s
i
o
n
a
n
c
h
o
r
s
:
2.
1
.
C
o
n
c
r
e
t
e
:
H
i
l
t
i
K
W
I
K
B
O
L
T
T
Z
(
I
C
C
E
S
E
S
R
-
1
9
1
7
)
2.
2
.
M
a
s
o
n
r
y
:
H
i
l
t
i
K
W
I
K
B
O
L
T
3
(
I
C
C
E
S
E
S
R
-
1
3
8
5
)
2.
3
.
E
x
p
a
n
s
i
o
n
a
n
c
h
o
r
s
s
h
a
l
l
n
o
t
b
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s
e
d
i
n
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n
s
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l
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l
o
a
d
a
p
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c
a
t
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o
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s
(
e
.
g
.
h
o
l
d
-
d
o
w
n
s
,
m
o
m
e
n
t
f
r
a
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e
s
)
.
3.
P
o
s
t
-
i
n
s
t
a
l
l
e
d
a
n
c
h
o
r
i
n
g
s
y
s
t
e
m
s
s
h
a
l
l
b
e
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n
s
t
a
l
l
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d
a
c
c
o
r
di
n
g
t
o
t
h
e
M
a
n
u
f
a
c
t
u
r
e
r
’
s
P
r
i
n
t
e
d
I
n
s
t
a
l
l
a
t
i
o
n
I
n
s
t
r
u
ct
i
o
n
s
(
M
P
I
I
)
.
Ho
l
e
c
l
e
a
n
i
n
g
m
e
t
h
o
d
s
h
a
l
l
b
e
b
a
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d
o
n
d
r
i
l
l
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g
m
e
t
h
o
d
a
n
d
b
o
r
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o
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c
o
n
d
i
t
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o
n
s
a
n
d
s
h
a
l
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c
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n
f
o
r
m
t
o
t
h
e
m
a
n
u
fa
c
t
u
r
e
r
’
s
in
s
t
r
u
c
t
i
o
n
s
.
SO
I
L
A
N
D
F
O
U
N
D
A
T
I
O
N
S
1.
G
e
o
t
e
c
h
n
i
c
a
l
i
n
v
e
s
t
i
g
a
t
i
o
n
s
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
18
0
3
.
E
x
c
a
v
a
t
i
o
n
,
g
r
a
d
i
n
g
a
n
d
f
i
l
l
s
h
a
l
l
c
o
n
f
o
r
m
t
o
2
0
1
8
I
B
C
1
8
0
4
.
Fo
o
t
i
n
g
s
a
n
d
f
o
u
n
d
a
t
i
o
n
s
s
h
a
l
l
b
e
c
o
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s
t
r
u
c
t
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d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
2
0
1
8
I
B
C
1
8
0
7
t
h
r
o
u
g
h
1
8
1
0
.
2.
W
h
e
r
e
r
e
q
u
i
r
e
d
,
t
h
e
o
w
n
e
r
s
h
a
l
l
s
u
b
m
i
t
a
g
e
o
t
e
c
h
n
i
c
a
l
i
n
v
e
s
t
i
g
a
t
i
o
n
r
e
p
o
r
t
t
o
t
h
e
b
u
i
l
d
i
n
g
o
f
f
i
c
i
a
l
i
n
a
c
c
o
r
da
n
c
e
w
i
t
h
2
0
1
8
IB
C
1
8
0
3
.
T
h
e
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
i
n
f
o
r
m
t
h
e
r
e
g
i
s
t
e
r
e
d
d
e
si
g
n
p
r
o
f
e
s
s
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o
n
a
l
i
n
r
e
s
p
o
n
s
i
b
l
e
c
h
a
r
g
e
i
f
t
h
e
s
o
i
l
c
o
n
d
it
i
o
n
s
a
r
e
n
o
t
co
n
s
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s
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n
t
w
i
t
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t
h
e
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n
v
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t
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o
n
r
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p
o
r
t
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n
d
t
h
e
f
o
u
n
da
t
i
o
n
d
e
s
i
g
n
d
a
t
a
.
3.
E
x
c
a
v
a
t
i
o
n
s
f
o
r
a
n
y
p
u
r
p
o
s
e
s
h
a
l
l
n
o
t
r
e
m
o
v
e
l
a
t
e
r
a
l
s
u
p
po
r
t
f
r
o
m
a
n
y
f
o
o
t
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n
g
o
r
f
o
u
n
d
a
t
i
o
n
w
i
t
h
o
u
t
f
i
r
s
t
u
n
d
er
p
i
n
n
i
n
g
o
r
pr
o
t
e
c
t
i
n
g
t
h
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f
o
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t
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n
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o
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f
o
u
n
d
a
t
i
o
n
a
g
a
i
n
s
t
s
e
t
t
l
e
m
en
t
o
r
l
a
t
e
r
a
l
t
r
a
n
s
l
a
t
i
o
n
(
2
0
1
8
I
B
C
1
8
0
4
.
1
)
.
4.
E
x
c
a
v
a
t
i
o
n
o
u
t
s
i
d
e
t
h
e
f
o
u
n
d
a
t
i
o
n
s
h
a
l
l
b
e
b
a
c
k
f
i
l
l
e
d
w
it
h
s
o
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l
t
h
a
t
i
s
f
r
e
e
o
f
o
r
g
a
n
i
c
m
a
t
e
r
i
a
l
,
c
o
n
s
t
r
u
c
t
i
o
n
de
b
r
i
s
,
c
o
b
b
l
e
s
an
d
b
o
u
l
d
e
r
s
o
r
w
i
t
h
a
c
o
n
t
r
o
l
l
e
d
l
o
w
-
s
t
r
e
n
g
t
h
m
a
t
e
r
i
a
l
(
C
L
S
M
)
.
T
h
e
b
a
c
k
f
i
l
l
s
h
a
l
l
b
e
p
l
a
c
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d
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l
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f
t
s
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n
d
c
o
m
p
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ct
e
d
,
i
n
a
ma
n
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r
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t
d
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d
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f
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d
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t
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w
at
e
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p
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f
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n
g
o
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d
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m
p
p
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o
f
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g
m
a
t
e
r
i
a
l
(
2
0
1
8
I
B
C
1
8
0
4.
3
)
.
5.
T
h
e
g
r
o
u
n
d
i
m
m
e
d
i
a
t
e
l
y
a
d
j
a
c
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n
t
t
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f
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n
d
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t
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n
s
h
a
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h
a
v
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a
5
-
p
e
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c
e
n
t
s
l
o
p
e
a
w
a
y
f
r
o
m
t
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e
b
u
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l
d
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n
g
f
o
r
a
m
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n
i
m
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m
di
s
t
a
n
c
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f
1
0
f
e
e
t
m
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s
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d
p
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p
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n
d
i
c
u
l
a
r
t
o
t
h
e
f
a
c
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of
t
h
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f
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n
d
a
t
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n
w
a
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.
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f
p
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y
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t
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m
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2
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3
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l
a
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o
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m
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0
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7
5
in
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5.
3
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2
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e
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m
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,
c
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f
.
,
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1
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o
r
m
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h
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to
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m
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a
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1
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).
7.
C
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p
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d
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l
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8-
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4
2
0
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7
s
h
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A
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7
)
.
8.
C
o
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o
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h
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a
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d
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1
0
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9
)
.
9.
T
h
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t
h
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c
k
n
e
s
s
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c
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t
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f
l
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s
l
a
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s
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g
r
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h
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5
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s
.
A
6
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.
MA
S
O
N
R
Y
1.
M
a
s
o
n
r
y
m
a
t
e
r
i
a
l
s
,
c
o
n
s
t
r
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c
t
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n
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a
n
d
q
u
a
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s
h
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l
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t
o
2
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1
8
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B
C
2
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0
3
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1
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5
,
T
M
S
4
0
2
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6
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6
1.
1
.
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o
m
p
r
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s
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1
.
4
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2
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)
2.
C
o
n
c
r
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t
e
m
a
s
o
n
r
y
u
n
i
t
s
(
C
M
U
)
(
A
S
T
M
C
9
0
)
2.
1
.
G
r
a
d
e
N
2.
2
.
C
o
m
p
r
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s
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t
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-
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6
1
.
4
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.
2
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A
B
L
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2
)
3.
M
o
r
t
a
r
(
A
S
T
M
C
2
7
0
)
3.
1
.
T
y
p
e
S
P
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r
t
l
a
n
d
c
e
m
e
n
t
(
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M
S
4
0
2
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1
6
7
.
4
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4
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2
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2
)
3.
2
.
C
o
m
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s
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g
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4
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2
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)
4.
G
r
o
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t
(
A
S
T
M
C
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7
6
)
4.
1
.
T
y
p
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:
f
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(
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1
0
3
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3
)
4.
2
.
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m
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s
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t
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m
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9
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t
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r
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f
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m
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n
t
5.
1
.
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f
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m
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d
b
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r
s
:
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y
=
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0
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s
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r
.
6
0
)
5.
2
.
D
e
f
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r
m
e
d
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A
n
c
h
o
r
s
(
D
B
A
)
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S
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5.
3
.
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e
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d
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d
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t
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d
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n
c
h
o
r
s
(
H
S
A
)
(
A
S
T
M
A
1
0
8
)
6.
B
e
d
j
o
i
n
t
t
h
i
c
k
n
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s
s
s
h
a
l
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b
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5
/
8
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n
c
h
m
a
x
i
m
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m
(
T
M
S
6
0
2
-
16
1
.
4
B
.
2
)
7.
G
r
o
u
t
s
h
a
l
l
h
a
v
e
a
n
8
”
-
1
1
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s
l
u
m
p
u
s
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n
g
a
3
/
8
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m
a
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a
g
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g
a
t
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.
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r
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t
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f
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c
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t
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h
ei
g
h
t
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s
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t
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d
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w
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e
.
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l
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d
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t
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b
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c
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d
1
2
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c
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s
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g
h
t
.
8.
T
h
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c
l
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a
r
d
i
s
t
a
n
c
e
b
e
t
w
e
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n
p
a
r
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l
l
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l
b
a
r
s
s
h
a
l
l
n
o
t
b
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l
e
s
s
t
h
a
n
t
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n
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m
i
n
a
l
d
i
a
m
e
t
e
r
o
f
t
h
e
b
a
r
s
,
n
o
r
l
e
s
s
th
a
n
1
i
n
c
h
(
T
M
S
40
2
-
1
6
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11
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11
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11
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2
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11
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3
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AISC 341-16, AISC 358-16, and AISC 360-16.2.
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with high strength-bolts, unless noted otherwise. Bolt s shall carry the identifying mark of three radial lines. All other bolted connections shall be made with bolts and n uts conforming to ASTM A307 unless note otherwise. Bolted connections shall be tightened and shall have washers as required by AISC unless noted otherwise. Enlarging hol es shall be accomplished by means of reaming. Do not use a torch on any bolt holes.4.3.
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g Society (AWS) “Structural Welding Code,” excluding i tems conflicting with AISC requirements.STRUCTURAL OBSERVATIONS 1.
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1
or 1704.6.2, the owner shall employ a registered desig n professional to perform structural observations as defined in 2018 I BC 202. Prior to the commencement of observations, the structural observer shall submit to the building official a writ ten statement identifying the frequency and extent of the structural observations. At the conclusion of the work, the structura l observer shall submit to the building official a wri tten statement that the site visits have been made and identify any rep orted deficiencies which have not been resolved (2018 IB C 1704.6).
DE
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801.224.0050801.229.9020 info@acuteengineering.com744 S 400 E Orem, UT 84097 Phone Fax ORIGINAL PROJECT #DRAWN BY:CHECKED BY:SCALE:DATE:THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE.DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.ISSUES / REVISIONS DETAILED DRAFTING EMERY RESIDENCE (REXBURG)----------04 FEB 20205930120CJMCW --------GENERAL STRUCTURAL NOTES SN1P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O P A U L R O L L I N S T H O R L E Y13074 02/04/2020
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CENTER 1. DOWEL VERTICAL BARS INTO FOOTING.2. PLACE TOP AND BOTTOM BARS WITHIN 4" OF TOP AND BOTTOM OF WALL.3. PLACE REINFORCEMENT IN CENTER OF WALL OR NEAR E ACH FACE, AS NOTED.801.224.0050801.229.9020 info@acuteengineering.com744 S 400 E Orem, UT 84097 Phone Fax ORIGINAL PROJECT #DRAWN BY:CHECKED BY:SCALE:DATE:THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE.DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.ISSUES / REVISIONS DETAILED DRAFTING EMERY RESIDENCE (REXBURG)----------04 FEB 20205930120CJMCW --------FOOTING AND FOUNDATION PLAN1/4" = 1'-0"S0-0 FOOTING AND FOUNDATION PLAN 1/4" = 1'-0"P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O P A U L R O L L I N S T H O R L E Y13074 02/04/2020
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SDS1/4" X 2-1/2"(SDS25212)SB1X30 (4) 2X POST 1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIV ALENT.2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN P OST.3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCA TIONS.801.224.0050801.229.9020 info@acuteengineering.com744 S 400 E Orem, UT 84097 Phone Fax ORIGINAL PROJECT #DRAWN BY:CHECKED BY:SCALE:DATE:THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE.DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.ISSUES / REVISIONS DETAILED DRAFTING EMERY RESIDENCE (REXBURG)----------04 FEB 20205930120CJMCW --------BASEMENT SHEAR WALL PLAN1/4" = 1'-0"S0-1 BASEMENT SHEAR WALL PLAN 1/4" = 1'-0"P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O P A U L R O L L I N S T H O R L E Y13074 02/04/2020
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801.224.0050801.229.9020 info@acuteengineering.com744 S 400 E Orem, UT 84097 Phone Fax ORIGINAL PROJECT #DRAWN BY:CHECKED BY:SCALE:DATE:THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE.DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.ISSUES / REVISIONS DETAILED DRAFTING EMERY RESIDENCE (REXBURG)----------04 FEB 20205930120CJMCW --------MAIN FLOOR FRAMING PLAN1/4" = 1'-0"S1-0 MAIN FLOOR FRAMING PLAN 1/4" = 1'-0"P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O P A U L R O L L I N S T H O R L E Y13074 02/04/2020
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SDS1/4" X 2-1/2"(SDS25212)SB1X30 (4) 2X POST 1. HOLD-DOWNS SHALL BE SIMPSON STRONG-TIE OR EQUIV ALENT.2. SHEAR WALL EDGE NAILING SHALL BE TO HOLD-DOWN P OST.3. STHD STRAPS SHALL BE "RJ" TYPE AT RIM JOIST LOCA TIONS.801.224.0050801.229.9020 info@acuteengineering.com744 S 400 E Orem, UT 84097 Phone Fax ORIGINAL PROJECT #DRAWN BY:CHECKED BY:SCALE:DATE:THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE.DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.ISSUES / REVISIONS DETAILED DRAFTING EMERY RESIDENCE (REXBURG)----------04 FEB 20205930120CJMCW --------MAIN FLOOR SHEAR WALL PLAN1/4" = 1'-0"S1-1 MAIN FLOOR SHEAR WALL PLAN 1/4" = 1'-0"P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O P A U L R O L L I N S T H O R L E Y13074 02/04/2020
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10d @ 12"5/8" A.B. @ 32"1. SHEATHING SHALL CONSIST OF WOOD STRUCTURAL PANE LS (SEE GSN).2. UNLESS NOTED ON DRAWINGS, EXTERIOR STUDS SHALL BE SPACED AT 16" O.C.3. SHEATHING NAILS SHALL BE COMMON OR GALVANIZED B OX NAILS. - FIELD NAIL SPACING SHALL BE 12" FOR STUDS SPACED 16" O.C. OR LESS AND 6" O.C. FOR STUDS SPACED AT 24" O.C.4. FOR SW1 ONLY, EDGE NAILS MAY BE SUBSTITUTED WIT H 1-1/2" 16 GAGE STAPLES SPACED AT 3"O.C. AND FIELD NAILS MAY BE SUBSTITUTED WITH 16 GAG E STAPLES AT 12" O.C.5. ANCHORAGE NAILS SHALL BE COMMON NAILS.6. ANCHOR BOLTS SHALL HAVE A 3X3X0.229" WASHER AND 7" MIN EMBEDMENT. THE WASHER SHALL EXTEND TO WITHIN 1/2" FROM THE SHEATHING.7. FOR SW3, SW4, SW7, AND SW8, (2) 2" NOMINAL FRAM ING STITCH-NAILED TOGETHER WITH (2) 10d NAILS @ 6" MAY BE USED AT ABUTTING PANEL EDGES IN P LACE OF 3" NOMINAL FRAMING.HOLD-DOWN SCHEDULE MARK HOLD-DOWNMINIMUM FASTENERS
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SEE STRUCTURAL PLAN FOR SHEAR WALL EXTENT AND REQUI REMENTS SEE SHEAR WALL SCHEDULE FOR ANCHOR BOLTS SIZE AND SPACINGHOLD-DOWN IF REQUIRED (SEE STRUCTURAL)WINDOW OPENING (WHERE OCCURS)DOOR OPENING (WHERE OCCURS)CS16 (32" LONG) WITH SOLID BLOCKING AT TOP OF OPENING CS16 (32" LONG) WITH SOLID BLOCKING AT BOTTOM OF OPENINGCS16 (32" LONG) WITH SOLID BLOCKING AT TOP OF OPENING PROVIDE EDGE NAILING ALONG FULL HEIGHT OF HOLD-DOWN POST SHEAR WALL - FORCE TRANSFER AROUND OPENINGS NO SCALE FH801.224.0050801.229.9020 info@acuteengineering.com744 S 400 E Orem, UT 84097 Phone Fax ORIGINAL PROJECT #DRAWN BY:CHECKED BY:SCALE:DATE:THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE.DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.ISSUES / REVISIONS DETAILED DRAFTING EMERY RESIDENCE (REXBURG)----------04 FEB 20205930120CJMCW --------STRUCTURAL DETAILS SD1P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O P A U L R O L L I N S T H O R L E Y13074 02/04/2020
HIGH GRADE (LEVEL)ALLOWABLE BACKFILL SOIL TYPES: GW, GP, SW, SP3'-3"12"1'-0"8"DRAINAGE SYSTEM BY OTHERSNOTE: SLAB OR SOIL REQUIRED (SEE STRUCTURAL FOR FROST REQUIREMENTS)5'-0" MAX RETAINED SOIL TRANS BARS - #4 @ 9" O.C.LONG BARS - (5) #4 CONT.VERTICAL BARS - #4 @ 12" O.C.HORIZ. BARS - #4 @ 12" O.C.3" CLEAR1.5" CLEAR6" MAX FROST DEPTH 9" MIN HOOK DEPTHDOWELS TO MATCH VERTICAL REINFORCEMENT IN SIZE AND SPACING WITH 24" LAP AND 6" HOOK MINIMUMAFTER BACKFILLING, HEAVY EQUIPMENT TO BE KEPT AWAY FROM WALL A DISTANCE EQUAL TO WALL HEIGHT.WALL TO BE f'c =3000psiDESIGN ASSUMES SOIL VALUES FROM LINE 5 OF IBC TABLE 1806.2 EXISTING CONDITIONS MAY VARY CONCRETE RETAINING WALL - 5' MAX NO SCALE ZA
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801.224.0050801.229.9020 info@acuteengineering.com744 S 400 E Orem, UT 84097 Phone Fax ORIGINAL PROJECT #DRAWN BY:CHECKED BY:SCALE:DATE:THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT ISSUE OR REVISION DATE.DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.ISSUES / REVISIONS DETAILED DRAFTING EMERY RESIDENCE (REXBURG)----------04 FEB 20205930120CJMCW --------STRUCTURAL DETAILS SD2P R O F E S S I O N A L E N G I N E E RLICENSED S T A T E O F I D A H O P A U L R O L L I N S T H O R L E Y13074 02/04/2020