HomeMy WebLinkAboutBLD2021-00432-07- Building PlansJOHNSON PATE RESIDENCE
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
3 NOV 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
A0.1
REVISED 11/5/21
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
3 NOV 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
REVISED 11/5/21
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
3 NOV 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
REVISED 11/5/21
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
KIDS'
BEDROOM
DINING COVERED
STOOP
KITCHEN
FLEX
ROOM
ENTRYLIVING
BATH
TUB/
SHOWER
MUD /
UTILITY
REF.
CL
O
S
E
T
MASTER
BEDROOM
HALL
BENCH
LINEN
ST
O
R
A
G
E
MECH
CL
O
S
E
T
SH
E
L
V
E
S
MASTER
BATH
WALK-IN
CLOSETPA
N
T
R
Y
So
a
k
e
r
T
u
b
3'X3'
SHOWER
DOWN
STANDARD
STACKED
W/D
ISLAND
UP
DW
2 R. @ 7.75" RISE = 15.5"
12" RUN
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
GARAGE
UP
TOTAL GARAGE LEVEL SPACE = 624 SF
(SEE REC ROOM FOR DECK AND STEPS)
WET BAR
BATH3' x 5'
shower
REC ROOM
storage
OFFICE
DECK
UP
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
KITCHEN BEYOND
ENTRYLIVING ROOM
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
MASTER BEDROOM MASTER
BATH
MECH
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
JO
H
N
S
O
N
P
A
T
E
R
E
S
I
D
E
N
C
E
54
1
G
R
I
F
F
I
T
H
P
O
I
N
T
R
D
,
N
O
R
D
L
A
N
D
,
W
A
9
8
3
5
8
14 JULY 2021
PERMIT REVISION
SUBMISSION
Fa
b
C
a
b
P
r
o
p
r
i
e
t
a
r
y
i
n
f
o
r
m
a
t
i
o
n
:
Th
e
i
n
f
o
r
m
a
t
i
o
n
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
i
s
p
r
o
p
r
i
e
t
a
r
y
t
o
F
a
b
C
a
b
.
T
h
e
i
n
f
o
r
m
a
t
i
o
n
s
h
a
l
l
n
o
t
b
e
r
e
p
r
o
d
u
c
e
d
o
r
d
i
s
c
l
o
s
e
d
i
n
w
h
o
l
e
o
r
i
n
p
a
r
t
;
o
r
u
s
e
d
in
w
h
o
l
e
o
r
i
n
p
a
r
t
f
o
r
a
n
y
d
e
s
i
g
n
,
m
a
n
u
f
a
c
t
u
r
e
,
o
r
c
o
n
s
t
r
u
c
t
i
o
n
e
x
c
e
p
t
w
h
e
n
s
u
c
h
u
s
e
r
p
o
s
s
e
s
s
e
s
d
i
r
e
c
t
,
w
r
i
t
t
e
n
a
u
t
h
o
r
i
z
a
t
i
o
n
f
r
o
m
F
a
b
C
a
b
.
2004
BLD2017-00181
6909 REGISTERED
ARCHITECT
DONALD W ARGUS JR
STATE OF WASHINGTON
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S0.0
APO
AS NOTED
19 MAY 2021
Permit
STRUCTURAL SHEATHING
STRUCTURAL SHEATHING SHALL BE APA RATED AND NOT EXCEED THE SPAN RATING FOR ITS INTENDED USE, WITH A MINIMUM
THICKNESS OF:
USE THICKNESS
WALL = 15 32" ROOF = 15 32" FLOOR = 23/32"
ENGINEERED WOOD PRODUCTS
ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF Fb = 2,600 psi AND A MODULUS
OF ELASTICITY OF E = 1,700,000 psi. ALL ENGINEERED WOOD PRODUCTS SHALL BE KEPT DRY DURING TRANSPORTATION AND
STORAGE, AND SHALL HAVE BEEN SUCCESSFULLY EVALUATED UNDER NER 119.
ALL WOOD I-JOISTS AND TRUSS JOISTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD
RECOMMENDATIONS FOR BRACING, BEARING LENGTHS, STIFFENERS, SQUASH BLOCKS, KNOCK-OUTS, HOLES, AND BRACING.
WHERE DIMENSIONAL LUMBER ROOF TRUSSES ARE USED, THE FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING
DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
STRUCTURAL INSULATED PANELS
STRUCTURAL INSULATED PANELS SHALL BE CAPABLE OF WITHSTANDING THE APPLIED DESIGN LOADS. SHOP DRAWINGS SHALL BE
PROVIDED BY THE MANUFACTURER AND SUBMITTED TO THE THE STRUCTURAL ENGINEER BEFORE INSTALLING. PANELS SHALL HAVE
AN ICC-ES REPORT OR BE GOVERNED BY NTA 14/1 / SIPA DESIGN GUIDE. SHEAR WALL DETAILING MUST ACHIEVE AT LEAST
250 PLF WITH DIAPHRAGMS ACHIEVING A MINIMUM 200 PLF.
UNLESS OTHERWISE NOTED, ALL WALL EDGE FRAMING IN PANELS SHALL BE SECURED w/ 8d @ 6" O.C. FROM BOTH FACES.
PANEL SCREWS SHALL HAVE A MINIMUM THREAD DIAMETER OF 0.255" AND A SHANK DIAMETER OF AT LEAST 0.190" AND A
MINIMUM HEAD DIAMETER OF 0.625". 2" DIA. WASHERS SHALL BE USED WITH SCREWS IN ALL ROOF PANELS. UNLESS
OTHERWISE CALLED OUT ON THE PANEL DRAWINGS, SCREWS SHALL BE SPACED NO MORE THAN 2' O.C. SCREWS SHALL BE OF
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 1½" OF PENETRATION INTO THE CONNECTING MEMBER.
WOOD CONNECTORS:
ALL STEEL FASTENERS OR CONNECTIONS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZINC COATED IN ACCORDANCE
WITH ASTM A 153, MADE OF STAINLESS STEEL, OR SHOW A SIMILAR LEVEL OF CORROSION PROTECTION.
TIMBER SCREWS
UNLESS NOTED OTHERWISE, ALL SCREWS SHALL BE BY GRK RSS OR WURTH ASSY, WITH A SHANK DIAMETER OF AT LEAST 0.2",
AND A THREAD DIAMETER OF AT LEAST 0.30". EQUAL SUBSTITUTIONS MAY BE MADE ONLY WITH DIRECT WRITTEN PERMISSION
FROM THE ENGINEER. SCREWS HOLES SHALL NOT BE PRE-DRILLED UNLESS OTHERWISE NOTED, AND HAVE AT LEAST 2" OF
THREAD PENETRATION INTO THE CONNECTING MEMBER.
NAILS
UNLESS OTHERWISE CALLED OUT IN THE PLANS FOR MORE STRINGENT NAILING, NAILING SHALL MEET OR EXCEED THE NAILING
IN "TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS" IN THE 2018 IRC. ALL NAILS SPECIFIED ARE COMMON.
WHEN AIR GUN NAILING IS USED, CARE SHALL BE TAKEN TO USE TRUE COMMON NAIL EQUIVALENTS REGARDING DIAMETER. (8d
= 0.131"Ø, 10D = 0.148"Ø, 16d = 0.162"Ø).
STEEL PLATES AND ANGLES
ASTM GRADE A36 OR BETTER FINISHED PER CLIENT SPECIFICATIONS.
STRAPS AND HOLD-DOWNS
ALL STRAPS AND HOLD-DOWNS ARE BY SIMPSON STRONG-TIE OR EQUIVALENT.
ANCHOR BOLTS
UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 5 8" DIA., HAVE 7" OF EMBEDMENT INTO CONCRETE, AND EXTEND AT LEAST
4" FROM TOP OF THE FOUNDATION WALLS. ANCHOR BOLTS SHALL BE SPACED PER THE STRUCTURAL DRAWINGS, BUT NO MORE
THAN 4'-0" O.C. EACH SILL PLATE SHALL HAVE AT LEAST THREE ANCHOR BOLTS. THERE SHALL BE ANCHOR BOLTS A MAX OF
12" FROM EACH WALL OR SHEAR WALL END.
TIMBER FRAME JOINERY
UNLESS OTHERWISE CALLED OUT IN JOINERY DETAILS ON THE STRUCTURAL AND TIMBER FRAME DRAWINGS, THE JOINERY SHOULD
MEET THE FOLLOWING REQUIREMENTS, AND BE DETAILED IN ACCORDANCE WITH TFEC 1-10.
ALL PEGS SHALL BE 3/4" IN DIAMETER, AND MEET THE REQUIREMENTS OF TFEC 1-10.
TENONS CONNECTING MEMBERS IN 8X MATERIAL AND LARGER (SMALLEST DIRECTION), SHALL BE 2" THICK AND 5" IN LENGTH,
WITH 3" OF RELISH. IN 6X MATERIAL, 1 ½" THICK, 4" LONG TENONS WITH 2 ½" RELISH SHALL BE USED. 4X AND SMALLER
MATERIAL, INCLUDING BRACES (UNLESS OTHERWISE CALLED OUT) AND STRUTS, SHALL HAVE A 1 ½" THICK TENON, AT LEAST 3
½" IN LENGTH, AND 2 ½" OF RELISH.
WHERE TENON INTERFERENCE OCCURS, TENONS SHALL BE AS LONG AS POSSIBLE, AND OFFSET (HIGH/LOW) WHERE POSSIBLE. IN
THREE-WAY AND FOUR-WAY CONNECTIONS, 1 ½" THICK HARDWOOD (SPECIFIC GRAVITY EQUAL TO OR GREATER THAN THE
CONNECTING TIMBERS) OR 1 ¾" LVL SPLINES ARE STRONGLY ENCOURAGED.
HOUSINGS FOR 6X AND LARGER STOCK SHALL BE 1", UNLESS SPECIFIED OTHERWISE. WHERE 6x FRAMING IS NOT DIRECTLY
SUPPORTING ROOF OR FLOOR LOADS, 12" STUB TENONS MAY BE USED IN PLACE OF FULL 1" HOUSINGS. 4X MATERIAL,
INCLUDING BRACES, SHALL BE HOUSED ½". BIRDS MOUTHS, REDUCTIONS, AND COPES NOT SUPPORTED BY A BEARING SURFACE
SHALL NOT EXCEED MORE THAN ¼ THE MEMBER DEPTH WITHOUT REQUIRING FURTHER REINFORCEMENT.
UNLESS OTHERWISE SPECIFIED, RAFTERS AND PURLINS SHALL BE SECURED INTO THEIR HOUSINGS AND SUPPORTS WITH LOG
SCREWS, (1) SCREW AT EACH END FOR 6X AND SMALLER MATERIAL, (2) SCREWS AT EACH END FOR 8X AND LARGER MATERIAL.
GENERAL NOTES:
THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE UNLESS THE WORK IS PERFORMED UNDER THE
DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD OR ANOTHER LICENSED ENGINEER - WITH THE WRITTEN APPROVAL OF FIRE
TOWER ENGINEERED TIMBER.
SUB-SLAB PREPARATION, DAMP PROOFING OR WATERPROOFING, ANY SUB-SLAB ELECTRICAL, PLUMBING OR RADON PIPING, AND
ALL FOOTINGS AND FLOOR DRAINS TO BE COORDINATED BY GENERAL CONTRACTOR.
DO NOT SCALE ANY DRAWINGS.
EARTHWORK:
COMPLIANCE OF SOIL COMPACTION AND OTHER MEASURES TAKEN TO ACHIEVE THE ALLOWABLE BEARING PRESSURE AND SUFFICIENT
DRAINAGE IN AREAS OF BACKFILL SHALL BE FIELD VERIFIED BY A QUALIFIED SOILS ENGINEER AND IS NOT THE
RESPONSIBILITY OF FIRE TOWER ENGINEERED TIMBER. FOUNDATION DRAINS MUST BE PROVIDED AROUND THE PERIMETER OF THE
STRUCTURE AND MUST DRAIN TO DAYLIGHT.
CONCRETE:
UNLESS NOTED OTHERWISE, CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF F'C = 3,000PSI, WITH ALL
SLABS F'C = 4,000PSI. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% AIR ENTRAINMENT OR SHOW EQUIVALENT
FREEZE-THAW PROTECTION.
CONCRETE SHALL HAVE A MINIMUM COVER ACCORDING TO:
- FOOTINGS (TO SOIL) 3"
- PIERS 2"
- PILASTERS 1 ½"
- SLABS 1 ¼" FROM TOP
- WALLS 1 ½"
REINFORCING STEEL SHALL HAVE THE FOLLOWING YIELD STRENGTHS:
- 40,000psi FOR #4 & #5 REBAR
- 60,000psi FOR #6 & LARGER REBAR
UNLESS NOTED OTHERWISE ON THESE STRUCTURAL DRAWINGS, ALL REBAR ARRANGEMENT AND BENDING SHALL BE IN ACCORDANCE
WITH THE LATEST EDITION OF THE ACI DETAILING MANUAL (ACI SP-66). HORIZONTAL REBAR SHALL BE CONTINUOUS AROUND
ALL CORNERS.
ALL FOOTINGS, POST PADS, AND SLABS ARE TO BE PLACED ON UNDISTURBED SOIL OR WELL-COMPACTED FILL, OR PINNED TO
CLEANED LEDGE. ALL STRIP FOOTINGS ARE TO BE PLACED BELOW FROST LINE, BUT NOT LESS THAN 24" AS REQUIRED BY
LOCAL BUILDING CODE. ISOLATED PIER FOOTINGS SHALL BE 30" BELOW FINISHED GRADE. FOUNDATION WALLS ARE TO BE
PLUMB, SQUARE, AND SIZED TO WITHIN A 1/4" OF RELATIVE ELEVATIONS SHOWN ON PLANS.
PROVIDE A 6-MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" BETWEEN THE SUBGRADE AND
CONCRETE FLOOR SLABS.
SLAB ON GRADE CONCRETE SHALL BE 4" THICK WITH #4 REBAR RUNNING AT 16" O.C. EACH WAY, CENTERED IN THE SLAB.
CONFIRM WITH BUILDING DESIGNER BEFORE USING FIBERS OR OTHER REINFORCEMENT ADDITIONS SINCE SLAB IS FINISHED
FLOOR SURFACE.
SUPPLY CONTROL JOINTS IN SLABS TO CREATE APPROXIMATELY SQUARE SHAPED SECTIONS WITH NO RE-ENTRANT CORNERS.
JOINTS MAY BE CONSTRUCTION JOINTS, SAWN JOINTS, OR PREMOLDED JOINT STRIPS AT THE CONTRACTORS OPTION. MAXIMUM
JOINT SPACING SHALL NOT EXCEED 15'.
IN THE RARE EVENT THE AVERAGE DAILY TEMPERATURE IS EXPECTED TO BE BELOW 40°F FOR THREE CONSECUTIVE DAYS, COLD
WEATHER CONCRETING REQUIREMENTS SHALL BE FOLLOWED. WHEN THE AMBIENT OR CONCRETE TEMPERATURES ARE EXPECTED TO
BE ABOVE 90°F OR STEEL AND FORMING MATERIAL ABOVE 120°F, HOT WEATHER CONCRETING REQUIREMENTS SHALL BE FOLLOWED.
COLD WEATHER CONCRETING
- CONCRETE SHALL NOT BE PLACED ON FROZEN SUBGRADE
- SNOW, ICE, AND FROST SHALL BE REMOVED FROM ALL REINFORCING, FORMS, AND OTHER SURFACES WHICH WILL BE IN
CONTACT WITH THE CONCRETE.
- CONCRETE SHALL BE PROTECTED AGAINST DAMAGE FROM FREEZING FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT.
- WHEN FREEZING TEMPERATURES MAY OCCUR, BUT IN SHORT ENOUGH DURATION TO NOT BE CLASSIFIED AS COLD WEATHER,
PROTECT CONCRETE FROM FREEZING FOR AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT.
- TEMPERATURES OF CONCRETE SHALL BE MEASURED AT THE CONCRETE SURFACE, AND RECORDED FOR THE FIRST 3 DAYS AFTER
PLACEMENT AT THE BEGINNING, MIDDLE, AND END OF EACH WORK DAY..
- THE TEMPERATURE OF THE CONCRETE SHALL NOT FALL BELOW:
LEAST DIMENSION TEMP.
>72" 40°F
36-72" 45°F
12-36" 50°F
<12" 55°F
- IF TEMPERATURE REQUIREMENTS ARE NOT MAINTAINED DURING THE REQUIRED PROTECTION PERIOD, CONTACT ENGINEER OF
RECORD TO DETERMINE AMOUNT OF TIME REQUIRED TO EXTEND PROTECTION PERIOD.
HOT WEATHER CONCRETING
- IF CONDITIONS DUE TO HEAT OR WIND INCREASE THE RISK OF ACCELERATED CURING, CONCRETE SHALL BE MODIFIED WITH
THE ADDITION OF RETARDING ADMIXTURES. APPROVAL BY THE ENGINEER OF RECORD IS REQUIRED.
- WATER SHALL NOT BE ADDED TO THE CONCRETE MIXES TO INCREASE WORKABILITY. ANY WATER REDUCTION AGENTS SHALL BE
APPROVED BY THE ENGINEER OF RECORD BEFORE ADDING TO THE MIX.
- CONCRETE SHALL NOT EXCEED 90°F AT TIME OF PLACEMENT. CHILLED WATER, ICE, OR COOLED AGGREGATE MAY BE USED,
PROVIDED THAT THE PROPER W/C RATIO IS MAINTAINED.
CAST IN PLACE TOLERANCES
- CONCRETE COVERED AS MEASURED PERPENDICULAR FROM THE SURFACE IN THE DIRECTION OF MEASUREMENT SHALL NOT EXCEED
3/8".
- PLACEMENT OF FOOTINGS SHALL BE WITHIN THE FOLLOWING:
LEVEL ALIGNMENT - 2" to + 1/2"
LATERAL ALIGNMENT ± 2"
- DIMENSIONS OF FOOTINGS SHALL BE WITHIN THE FOLLOWING:
FORMED - 1/2" to + 2"
EARTHCAST < 2' W - 1/2" to + 3"
> 2' W - 1/2" to + 6"
THICKNESS ± 1/2"
- THE TOP OF FOOTING SLOPE SHALL NOT EXCEED 1 IN 10.
WOOD:
TIMBERS
UNLESS OTHERWISE NOTED, SOLID SAWN TIMBER SHALL BE KD SELECT STRUCTURAL AND BETTER DOUGLAS FIR. TIMBERS SHALL
BE PLANED 1/2" TO 3/4" UNDER THE STATED NOMINAL DIMENSION.
DECKING
UNLESS OTHERWISE NOTED ALL ROOF DECKING SHALL BE 2x6 T&G "SELECT" DOUGLAS FIR DECKING. EACH DECKING PIECE MUST
BE CONTINUOUS OVER AT LEAST TWO SPANS. SECURE w/ (1) 16d FACE NAIL (1) 16d TOE-NAILED THROUGH THE TONGUE @ EACH
SUPPORT LOCATION.
DIMENSIONAL LUMBER
ALL 2x DIMENSIONAL LUMBER SHALL BE KD #1 DOUGLAS FIR OR OTHER SPECIES WITH EQUIVALENT ALLOWABLE DESIGN
STRENGTHS. 2x MATERIAL SHALL BE PLANED 1/2" TO 3/4" UNDER STATED DIMENSION.
ALL SILL PLATES AND DIMENSIONAL WOOD FRAMING IN CONTACT WITH CONCRETE AND MASONRY SHALL BE PRESERVATIVE TREATED
WOOD IN COMPLIANCE WITH AWPA-U1 OR A NATURALLY DECAY RESISTANT SPECIES.
STRUCTURAL DESIGN REQUIREMENTS:
DESIGN STANDARDS:
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS
2018 INTERNATIONAL RESIDENTIAL CODE
2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
ACI 318/14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
DESIGN CRITERIA:
DEAD LOAD
- ROOF (HOUSE) 19 PSF
- ROOF (GARAGE) 15 PSF
- DECK (HOUSE & GARAGE) 10 PSF
- FLOOR (GARAGE) 15 PSF
SNOW LOAD
- ROOF SNOW 25 PSF (PER JEFFERSON COUNTY)
LIVE LOAD
- FLOOR (HOUSE & GARAGE) 40 PSF
- DECK (HOUSE & GARAGE) 60 PSF
ROOF LIVE LOAD 20 PSF
WIND
- 3-SEC GUST WIND SPEED 85 MPH (NOMINAL)
- 110 MPH (ULTIMATE)
- EXPOSURE "C"
- IMPORTANCE FACTOR, Iw 1.0 (Category "II" Building)
- INT. PRESSURE COEFF. ±0.18
SEISMIC
- OCCUPANCY CATEGORY II
- IMPORTANCE FACTOR, Ie 1.0 (Category "II" Building)
- DESIGN CATEGORY D2
- SITE CLASS D
- S(DS) 0.2S 0.86G
- S(D1) 1.0S 0.52G
- RESPONSE MOD. FACTOR 6.5 (ASCE 7-10 T12.2-1 A-15)
- RESPONSE COEFF. 0.13G
SOIL
ASSUMED:
- SOIL BEARING, Qa 1500 PSF
SITE INFO:
541 GRIFFITH POINT ROAD
NORDLAND, WA 98358
JEFFERSON COUNTY
HOUSE FOUNDATION PLAN
1/4" = 1'-0"
F-1
F-1
F-
1
F-
1
F-
1
F-
1
F-
1
F-
1
F-
1
F-
1
F-
1
F-
1
F-
1
F-1
F-2
F-2
F-2
F-2
F-2
F-2
F-2
F-2
F-4 F-4F-5
F-5
F-5
F-5
F-5
F-5
MAIN FLOOR w/ 4" CONCRETE SLAB. SEE
ARCH FOR FINISH AND ELEVATION
F-2
F-2
F-1
F-1
STRIP FOOTING
UNDER SHEAR WALL
(SEE S1.1)
STRIP FOOTING
UNDER SHEAR WALL
(SEE S1.1)
OUTLINE OF DECK ABOVE
6x
6
6x
6
6 x6
6 x6
6 x 6
6 x6
6 x6
6 x6
6x
8
6x
8
6 x8
6 x8
6 x8
6x
8
6x
8
6x
8
6x
8
6 x8
6 x 8
6x
8
6x
8
6 x8
6x
8
6x
8
4x
6
4x
6
4x
8
4x
8
4x
6
4x
6
6x
1
2
6
x
1
2
8x
8
8x
8
8x
8
8x
8
8x
8
8x
8
8 x8
8x
8
2
S3.1
3
S3.1
4
S3.1
5
S3.1
STHD10 STRAP HOLD-DOWNS OCCUR
AT ALL PERIMETER TIMBER POST
LOCATIONS EXCEPT WHERE
HEAVIER DUTY HOLD-DOWNS OCCUR
1
S3.1
THICK
FOOTING SCHEDULE
DESG.SIZE REINF. STEEL REBAR COVER
GENERAL SHEET NOTES:
1. SEE COVER PAGE FOR GENERAL NOTES, INCLUDING CONCRETE AND SLAB SPECIFICATIONS.
2. ALL DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE FOR GENERAL USAGE ONLY, AND
SHALL BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BEFORE ANY
CONSTRUCTION BEGINS. UNLESS OTHERWISE SPECIFIED, DIMENSIONS ON ARCHITECTURAL PLANS
SHALL TAKE PRECEDENCE OVER THE STRUCTURAL PLANS.
3. POSTS SHOWN ON THE BUILDING PERIMETER START ABOVE THE SUBFLOOR AND EXTEND UPWARD.
POSTS SHOWN AT THE INTERIOR ARE BOTH ABOVE AND BELOW THE SUBFLOOR.
F-1 18" STRIP 3"(2) #4 CONTINUOUS10"
(3) #4 PERP. AT POSTS
F-2 3"10"2'-0" x 2'-0" (3) #4 E.W.
F-4 1'-6" x 1'-6"3"(2) #4 E.W.10"
F-5 2'-6" x 2'-6"3"10"
12" SONOTUBE
(3) #4 E.W.
(4) #4 VERTS w/ #3 TIES
NOTES:
1. 12" SONOTUBE MAY BE REPLACED w/ 12" SQ PIER IF DESIRED.
12" SONOTUBE (4) #4 VERTS w/ #3 TIES
F-3 3"10"3'-0" x 3'-0" (4) #4 E.W.
D
D
2'-0" MAX
4'-0" MINFOUNDATION WALL PER PLAN
BOTTOM HORIZ. REINFORCING STEEL PER PLANS
VERTICAL STEEL (IF REQ'D) PER PLANS NOT SHOWN
24 DIA.
REINFORCEMENT PER
FOOTING SCHEDULE
1
1
STEPS PER FOUNDATION PLAN
TYP ELEVATION OF STEPPED STRIP FOOTING
1/2" = 1'-0"S1.0
1
HORIZONTAL REINF. PER PLANS
CORNER REINFORCING DOWELS
IN ALL CORNERS
FOUNDATION WALL
12 X BAR Ø
40 X BAR Ø
20 X BAR Ø 12"
24"
MIN.CONCRETE
LAP SCHEDULE
MASONRY
48 X BAR Ø
HOOK
SPLICE
TYPE
FOUNDATION REINFORCING
3/4" = 1'-0"S1.0
2
HOOK
SPLICE
SPLICE
F-1
F-
1
F-
1
F-
1
F-
1
F-1
F-5 F-5F-4
F-4
GARAGE FOUNDATION PLAN
1/4" = 1'-0"
GARAGE FLOOR w/ 4" CONCRETE SLAB. SEE
ARCH FOR FINISH AND ELEVATION
F-3 F-3
F-3 F-3
8x
8
8 x8
8x
8
8 x8
6
S3.1
5
S3.1OUTLINE OF DECK ABOVE
KEYED COLD JOINT
REBAR CONTINUOUS THROUGH JOINT
(#4 E.W. @ 16" O.C.)
LAP REBAR PER 1/S1.0
VAPOR BARRIER AND CLEAN WELL DRAINED
FILL PER ARCHITECTURAL DRAWINGS.
SLAB CONSTRUCTION JOINTS
3/4" = 1'-0"S1.0
3
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S1.0
APO
AS NOTED
19 MAY 2021
Permit
HOUSE 1ST FLOOR FRAMING & SHEAR WALL PLAN
1/4" = 1'-0"
PT
6
x
1
2
PT
6
x
1
2
PT
6
x
1
2
PT
6
x
1
2
PT
6
x
1
2
(1) PT 2x12
(1) PT 2x12 (1) PT 2x12
(1
)
P
T
2x
1
2
(1
)
P
T
2x
1
2
PT
2
x
1
2
@
1
6
"
O
.
C
.
US
E
S
I
M
P
S
O
N
L
U
S
2
1
0
HA
N
G
E
R
S
A
S
N
E
E
D
E
D
DTT2Z
DTT2Z
NOTE: CONSTRUCTION OF ALL DECK FRAMING INCLUDING
POSTS, BEAMS, JOISTS, RAILINGS, ETC. SHALL FOLLOW
ALL RELEVANT LOCAL PROVISIONS ALONG WITH AWC DCA6
(PRESCRIPTIVE RESIDENTIAL DECK CONSTRUCTION GUIDE).
CONCRETE SLAB PER
FOUNDATION PLAN
1
9.75'
1
9.75'
1
11
.
6
7
'
15'
3
7'
5 3'
3
12.67'
STHD10 STHD10
ST
H
D
1
0
ST
H
D
1
0
ST
H
D
1
0
ST
H
D
1
0
STHD10 STHD10
HDU4
HDU4
HD
U
8
HD
U
8
HD
U
8
HD
U
8
HD
U
8
HD
U
8
HD
U
8
HD
U
8
5 4'
5 4'
5 3'
4
S3.1
1
S3.1
9
S3.1
10
S3.1
WINDOW / DOOR
OPENING
RIM JOIST
HEADER
LENGTH OF SHEAR WALL
RIM JOIST OR CONTINUOUS BLOCKING
TYPICAL SHEAR WALL DETAILING
1/2" = 1'-0"
END OF SHEAR WALL A35 AS REQ'D BY
SHEAR SCHEDULE
DIAPHRAGM E.N.
FIELD NAILING
4X POST OR
(2) 2X STITCH NAILED
EDGE NAILING
PER SHEAR SCHEDULE
HOLD DOWN PER PLAN
A35 AS REQ'D
BY SHEAR SCHEDULE
BOTTOM PLATE CONNECTION
PER SHEAR SCHEDULE
ANCHOR BOLTS PER SHEAR SCHEDULE &
FOUNDATION PLAN. MIN
7" EMBEDMENT INTO CONCRETE
CONCRETE FOUNDATION
f'c = 2500 PSI MIN.
(2) 2X OR 3X P.T. PLATE
PER SHEAR SCHEDULE
HOLD DOWN PER PLAN
LOCATE UNDER WINDOW
IF POSSIBLE
4X POST OR
(2) 2X STITCH NAILED
E.N. STAGGERED IF
DOUBLE STUD
(2) 2X STITCH NAILED OR 3X
AT COMMON EDGES IF REQ'D
BY SHEAR SCHEDULE
END OF SHEAR WALL
DIAPHRAGM
DOUBLE TOP PLATE
S1.1
1
NOTES:
1. SIP PANEL w/ (2) 7/16" OSB SKINS (INSIDE AND OUTSIDE).
2. APA RATED STRUCTURAL SHEATHING APPLIED TO 2x STUD WALL. BLOCK ALL PANEL EDGES AT
INTERMEDIATE LOCATIONS.
3. ALL NAILS SPECIFIED ARE COMMON. WHERE AIR GUN NAILING IS USED, CARE SHALL BE TAKEN TO USE
TRUE COMMON NAIL EQUIVALENTS REGARDING DIAMETER. (8d = 0.131"Ø, 10D = 0.148"Ø, 16d =
0.162Ø)
4. 4x OR (2) 2X EDGE FRAMING.
5. HOLD-DOWNS BY SIMPSON STRONG-TIE OR EQUIVALENT RATED HOLD-DOWN, INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
6. 3X/4X FRAMING AT HOLD DOWNS, BLOCKING LOCATIONS, AND SHEAR WALLS MAY BE REPLACED W/(2) 2XS
STITCH NAILED W/16d NAILS AT A SPACING THAT EQUALS THE P.E.N. FOR THE ASSOCIATED SHEAR
PANEL, EXCEPT WHERE NOTED.
7. INSTALL ONTO (2) 2Xs IN THE SIP PANEL. INSTALL STRAP TO OUTSIDE OF PANEL AND NAIL THRU OSB
SKIN.
8. USE 58"Ø A307 THREADED ROD EPOXIED w/ SIMPSON "SET" EPOXY w/ 3.75" EMBEDMENT MIN. FOR
HOLD-DOWN ANCHOR LOCATED AT INTERIOR FOOTING.
9. USE SIMPSON SB58x24 ANCHOR OR 58"Ø A307 THREADED ROD EPOXIED w/ SIMPSON "SET" EPOXY w/ 5"
EMBEDMENT MIN. FOR HOLD-DOWN ANCHOR LOCATED AT PERIMETER STEM WALL.
10. USE SIMPSON SB78x24 OR SSTB28 ANCHOR FOR HOLD-DOWN ANCHOR.
11. WHERE TIMBER FRAME COMPONENTS (IE: RAFTERS) OCCUR AT TOP OF SHEAR WALLS, ATTACH ROOF
SYSTEM TO TIMBER FRAME w/ ATTACHMENTS AS NOTED, AND ATTACH TOP PLATE TO TIMBER FRAME
IN SIMILAR FASHION.
12. 3x OR 2-2X BOTTOM PLATES SHALL BE USED AT ALL SHEAR WALL LOCATIONS. SINGLE BOTTOM PLATES AT
NON-SHEAR WALL LOCATIONS ARE PERMITTED.
13. USE 5/8" Ø ANCHOR BOLTS AT 48" O.C. UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL HAVE A
MINIMUM OF 7" EMBEDMENT INTO CONCRETE EXTEND FULLY THROUGH THE SILL(S). LOCATE 5/8" Ø X 12"
ANCHOR BOLTS NOT MORE THAN 1'-0" FROM CORNERS EXCEPT AT SHEAR WALL HOLD-DOWNS. UNLESS
OTHERWISE NOTED, USE 3"SQ x 1/4" THICK PLATE WASHERS WITH ALL ANCHOR BOLTS.
SHEAR WALL SCHEDULE
MaterialMark E.N. F.N.
Nailing (3)(4)
LENGTH
1
HOLD-DOWNS
(5)(6)
(1)
SIP PANEL STHD108d @ 6-12
TOP PLATE
PANEL/LOG
LENGTH
2 8d @ 6-12
SCREWS @
LENGTH
3
(7)
(2)
15/32"HDU4-SDS2.5
9" O.C.
(8)
STHD10
(7)
(12)(13)
5/8"Ø A.B
48"
32"
48"
LENGTH
4 (2)
15/32"HDU4-SDS2.5
(9)
A35 @
16" O.C.32"
LENGTH
5 (2)
15/32"HDU8-SDS2.5
(10)
A35 @
12" O.C.24"
(2)
15/32"
8d @ 4-12
8d @ 4-12
8d @ 3-12
A35 @
24" O.C.
PANEL/LOG
SCREWS @
6" O.C.
(11)
GARAGE 1ST FLOOR SHEAR WALL PLAN
1/4" = 1'-0"
CONCRETE SLAB PER
FOUNDATION PLAN
5
3'
5
3'
HDU8 HDU8 HDU8 HDU8
2
8.417'
STHD10 STHD10
ST
H
D
1
0
ST
H
D
1
0
2
10
.
7
5
'
4 7'
HD
U
4
HD
U
4
6
S3.1
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S1.1
APO
AS NOTED
19 MAY 2021
Permit
8x128x12
H-1
H-1
H-1
H-3
H-2 H-2
PT 2x8 @ 16" O.C.
USE SIMPSON LUS26
HANGERS AS NEEDED
(1
)
P
T
2
x
1
2
(2) PT
2x12
(1
)
P
T
2
x
1
2
(3) 134"x18" LVLs (FLUSH)
DT
T
2
Z
DT
T
2
Z
34" SHEATHING OVER
1178" TJI 110 @ 16" O.C.
USE SIMPSON ITS1.81/11.88
OR IUS1.81/11.88 AS NEEDED
GARAGE 2ND FLOOR FRAMING & SHEAR WALL PLAN
1/4" = 1'-0"
NOTE: CONSTRUCTION OF ALL DECK FRAMING INCLUDING
POSTS, BEAMS, JOISTS, RAILINGS, ETC. SHALL FOLLOW
ALL RELEVANT LOCAL PROVISIONS ALONG WITH AWC DCA6
(PRESCRIPTIVE RESIDENTIAL DECK CONSTRUCTION GUIDE).
34" SHEATHING OVER
1178" TJI 110 @ 16" O.C.
USE SIMPSON ITS1.81/11.88
OR IUS1.81/11.88 AS NEEDED
1
3'
1
3'
MSTC40 MSTC40 MSTC40 MSTC40
1
8.417'
MSTC40 MSTC40
MS
T
C
4
0
MS
T
C
4
0
1
10
.
7
5
'
1 7'
MS
T
C
4
0
MS
T
C
4
0
LOAD BEARING
WALL BELOW (TYP)
OUTLINE OF
ROOF ABOVE
DOUBLE RIM
JOIST ALONG
DECK WALL
SINGLE RIM
JOIST
SINGLE RIM
JOIST
SINGLE RIM
JOIST
DOUBLE RIM
JOIST ALONG
DECK WALL
(2) 134"x1178" LVL
LEDGER ATTACHED
TO HEADER PER
LEDGER SCHEDULE
11
S3.1
12
S3.1
HOUSE INTERMEDIATE HEADER PLAN
1/4" = 1'-0"
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x
8
6x8
6x8
6x8
6x8
6x8
6x8
UNHOUSED 5x-6x GIRTS, TYP ON
THIS ELEVATION. SEE ARCH.
DETAILS FOR LOCATION. SECURE
PER CONNECTION DETAIL
S3.2
1 OUTLINE OF ROOF ABOVE
FOR 2x HEADERS AND BUILT-UP FRAMING
NOM. DEPTH # OF 10d
EVERY 12"
< 8" (2)
8-12" (3)
> 12" (4)
TYP BUILT-UP GIRDER FRAMING
1/2" = 1'-0"
48" MIN LAP
16d @ 3" O.C. MIN. OF (15) 16d @ EACH LAP
CONT. DOUBLE TOP PLATE
TYPICAL TOP PLATE SPLICE
1/2" = 1'-0"
FOR 312" WIDE LVL/PSL FRAMING USE:
(2) 12" THRU-BOLTS @ 24" O.C. -OR-
(2) 6" SCREWS @ 24" O.C. FROM BOTH SIDES
S1.2
1
S1.2
2
HEADER SCHEDULE
Material
#1 DF
Mark Size Jacks
(1) 2xH-1 (1)(2) 2x8
NOTES:
1. INSULATED SIP HEADERS INSTALLED PER MANUFACTURER DETAILS MAY BE
USED IN PLACE OF LUMBER HEADERS. SIP HEADERS SHALL BE CAPABLE
OF RESISTING 450 plf OF COMBINED DEAD AND ROOF LOADS.
2. HEADERS NOT OTHERWISE SPECIFIED IN THESE STRUCTURAL DRAWINGS
SHALL BE INSULATED SIP HEADERS IN SIP WALLS, AND A MINIMUM
OF (2) 2x8s ON EXTERIOR AND INTERIOR LOAD BEARING WALLS.
(2)
GENERAL SHEET NOTES:
1. SEE COVER PAGE FOR GENERAL NOTES FOR FRAMING, SIP INSTALLATION, AND ROOF
DECKING ATTACHMENT.
2. ALL DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE FOR GENERAL USAGE ONLY, AND
SHALL BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BEFORE ANY
CONSTRUCTION BEGINS. UNLESS OTHERWISE SPECIFIED, DIMENSIONS ON ARCHITECTURAL
PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL PLANS.
3. ALL LOAD BEARING WALLS SHALL BE A MINIMUM 2x6@16" O.C. w/ DOUBLE TOP PLATES
OR STRUCTURAL INSULATED PANELS (PER ARCHITECTURAL PLANS).
4. WALL AND ROOF SIP CONNECTION DETAILS, INCLUDING GASKET, SEALING, AND OTHER
ASSOCIATED INFORMATION, SHALL CONFORM TO MANUFACTURER REQUIREMENTS, BUT NO
LESS THAN WHAT IS SHOWN IN THE ASSOCIATED DETAILS ON THESE PLANS.
5. ALL SIP DETAILS NOT OTHERWISE SPECIFIED ON THESE DRAWING SHALL BE IN COMPLIANCE
WITH THE DETAILS SHOWN IN R613 OF THE 2018 IRC.
#1 DF (1) 2xH-2 (3) 2x8
2.0E LVL (3) 2xH-3 (3) 134"x16"
NOTES:
1. APA RATED STRUCTURAL SHEATHING APPLIED TO 2x STUD WALL. BLOCK ALL PANEL EDGES AT
INTERMEDIATE LOCATIONS.
2. ALL NAILS SPECIFIED ARE COMMON. WHERE AIR GUN NAILING IS USED, CARE SHALL BE TAKEN TO USE
TRUE COMMON NAIL EQUIVALENTS REGARDING DIAMETER. (8d = 0.131"Ø, 10D = 0.148"Ø, 16d =
0.162Ø)
3. 4x OR (2) 2X EDGE FRAMING.
4. HOLD-DOWNS BY SIMPSON STRONG-TIE OR EQUIVALENT RATED HOLD-DOWN, INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
5. 3X/4X FRAMING AT HOLD DOWNS, BLOCKING LOCATIONS, AND SHEAR WALLS MAY BE REPLACED W/(2) 2XS
STITCH NAILED W/16d NAILS AT A SPACING THAT EQUALS THE P.E.N. FOR THE ASSOCIATED SHEAR
PANEL, EXCEPT WHERE NOTED.
SHEAR WALL SCHEDULE
MaterialMark E.N. F.N.
Nailing (2)(3)
LENGTH
1
HOLD-DOWNS
(4)(5)
MSTC408d @ 6-12
TOP PLATE BTM PLATE
(1)
15/32"A35 @
24" O.C.
16d @
6" O.C.
LEDGER SCHEDULE
NOTES:
1. A 15/32" LAYER OF SHEATHING IS PERMITTED BETWEEN THE RIM BOARD AND THE LEDGER
BOARD.
2. RIM BOARDS AND LEDGERS SHALL BE MINIMUM 2x10 OR DEPTH OF FLOOR JOIST, WHICHEVER
IS GREATER, AND OF DF OR DENSER MATERIAL. DOUBLE RIM BOARDS SHOULD BE USED
WHERE THE SUPPORTED JOIST SPAN IS GREATER THAN 8', OR AS NOTED.
3. EXTERIOR LEDGER BOARDS SHALL BE PRESSURE TREATED, AND FLASHED TO PREVENT WATER
INFILTRATION INTO THE BUILDING.
4. ALL HARDWARE SHALL BE HOT-DIP-GALVANIZED OR HAVE SIMILAR CORROSION RESISTANCE.
5. LAGS/BOLTS SHALL BE PLACED BOTH HIGH/LOW ALONG THE HORIZONTAL RUN, 2" FROM THE
EDGES OF THE LEDGER, WITH A FASTENER WITHIN 5" OF THE END OF ANY LEDGER OR
SPLICE.
6. THE TIPS OF LAG SCREWS SHOULD FULLY EXTENDED THROUGH THE RIM BOARD.
CONNECTION 6'-0"8'-0"10'-0"12'-0"14'-0"16'-0"18'-0"
1/2" LAG
WITH OR WITHOUT 1/2"
STACKED WASHERS
1/2" BOLT
1/2" BOLT WITH
1/2" STACKED
WASHERS
MAXIMUM JOIST SPAN
22 16 13 11 987
30 22 18 15 13 11 10
26 19 16 13 11 10 9
MAX. O.C. SPACING OF FASTENERS
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S1.2
APO
AS NOTED
19 MAY 2021
Permit
HOUSE ROOF FRAMING PLAN
1/4" = 1'-0"
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x86x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
6x8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
3x
8
6x
1
2
6x
1
2
6x
1
2
6x
1
2
6x
1
2
8x
1
4
6x8
6x8
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
PROVIDE HOUSING w/
MIN 8 SQ IN BEARING
AREA INTO POST
(THIS BEAM ONLY)
10
1 4 "
S
I
P
R
O
O
F
P
A
N
E
L
S
w
/
ST
A
N
D
A
R
D
O
S
B
O
R
B
L
O
C
K
S
P
L
I
N
E
S
OV
E
R
2
x
6
T
&
G
R
O
O
F
D
E
C
K
I
N
G
CRICKET
SLOPING
BOTH WAYS
FROM CENTER
H-1
LOAD BEARING
WALL BELOW (TYP)
SLOPE
2.5:12
SLOPE
2.5:12
SLOPE
2.5:12
SLOPE
2.5:12
SLOPE
2.5:12
SLOPE
2.5:12
SLOPE
2.5:12
SLOPE
2.5:12
MSTA24 STRAPS (GIRT TO GIRT) AND
MSTA12 STRAPS (GIRT TO RAFTER) AT
LOCATIONS SHOWN.
1'-6"
1'-6"
3'
3'
3'
3'
3'
1'-6"
1'-6"
1'-6"
1'-6"
2
S3.2
3
S3.2
4
S3.2
5
S3.2
6
S3.2
7
S3.2
8
S3.2
9
S3.2
10
S3.2
8
S3.3
HEADER SCHEDULE
Material
#1 DF
Mark Size Jacks
(1) 2xH-1 (1)(2) 2x8
NOTES:
1. INSULATED SIP HEADERS INSTALLED PER MANUFACTURER DETAILS MAY BE
USED IN PLACE OF LUMBER HEADERS. SIP HEADERS SHALL BE CAPABLE
OF RESISTING 450 plf OF COMBINED DEAD AND ROOF LOADS.
2. HEADERS NOT OTHERWISE SPECIFIED IN THESE STRUCTURAL DRAWINGS
SHALL BE INSULATED SIP HEADERS IN SIP WALLS, AND A MINIMUM
OF (2) 2x8s ON EXTERIOR AND INTERIOR LOAD BEARING WALLS.
(2)
GENERAL SHEET NOTES:
1. SEE COVER PAGE FOR GENERAL NOTES FOR FRAMING, SIP INSTALLATION, AND ROOF
DECKING ATTACHMENT.
2. ALL DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE FOR GENERAL USAGE ONLY, AND
SHALL BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BEFORE ANY
CONSTRUCTION BEGINS. UNLESS OTHERWISE SPECIFIED, DIMENSIONS ON ARCHITECTURAL
PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL PLANS.
3. ALL LOAD BEARING WALLS SHALL BE A MINIMUM 2x6@16" O.C. w/ DOUBLE TOP PLATES
OR STRUCTURAL INSULATED PANELS (PER ARCHITECTURAL PLANS).
4. WALL AND ROOF SIP CONNECTION DETAILS, INCLUDING GASKET, SEALING, AND OTHER
ASSOCIATED INFORMATION, SHALL CONFORM TO MANUFACTURER REQUIREMENTS, BUT NO
LESS THAN WHAT IS SHOWN IN THE ASSOCIATED DETAILS ON THESE PLANS.
5. ALL SIP DETAILS NOT OTHERWISE SPECIFIED ON THESE DRAWING SHALL BE IN COMPLIANCE
WITH THE DETAILS SHOWN IN R613 OF THE 2018 IRC.
#1 DF (1) 2xH-2 (1)(3) 2x8
ROOF FRAMING
DESCRIPTION OF ELEMENT FASTENERS
BLOCKING BETWEEN JOISTS/RAFTERS TO TOP PLATE, TOE NAIL 3-8d
CEILING JOISTS TO PLATE, TOE NAIL 3-8d
CEILING JOIST LAPS OVER PARTITIONS, FACE NAIL 3-10d
COLLAR TIE RAFTER, FACE NAIL 3-10d
RAFTER TO PLATE, TOE NAIL 2-16d
ROOF RAFTERS TO RIDGE, VALLEY, HIPS 4-16d TOE NAIL
3-16d FACE NAIL
WALL FRAMING
BUILT-UP CORNER STUDS 10d@24" O.C.
BUILT-UP HEADER, TWO PIECES w/ SPACER 16d @ 16" O.C. ALONG EACH EDGE
CONTINUED HEADER, TWO PIECES
CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d
DOUBLE STUDS, FACE NAIL 10d@24" O.C.
DOUBLE TOP PLATES, FACE NAIL 10d@24" O.C.
16d @ 16" O.C. ALONG EACH EDGE
DOUBLE TOP PLATES, 48" MIN LAP, FACE NAIL 8-16d
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d@16" O.C.
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d@16" O.C.
STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d
TOP OR SOLE PLATE TO STUD, END NAIL 2-16d (2x4 STUD) 3-16d (2x6 STUD)
TOP PLATES, LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2-10d
FLOOR FRAMING
JOIST TO SILL OR GIRDER, TOE NAIL 3-8d
RIM JOIST TO TOP PLATE, TOE NAIL 8d@6" O.C.
BUILT-UP GIRDERS AND BEAMS 10d @ 32" O.C. STAGGERED TOP AND BOTTOM
LVLs PER MANUF. RECOMMENDATIONS
LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d AT EACH JOIST/RAFTER
SHEATHING
3/4" THICK AND LESS STRUCTURAL SHEATHING 8d@ 6"O.C. EDGES, 12" O.C. FIELD
1 1/8" THICK SUBFLOOR 10d@ 6"O.C. EDGES, 12" O.C. FIELD
1/2" GYPSUM 1 1/4" SCREWS, 7" O.C. EDGE AND FIELD
5/8" GYPSUM 1 5/8" SCREWS, 7" O.C. EDGE AND FIELD
NOTE: FROM TABLE R602.3(1) OF THE 2018 IRC. SEE IRC FOR ADDITIONAL INFORMATION.
UNLESS OTHERWISE SPECIFIED ON THE PLANS HEREIN OR BY MANUFACTURER LITERATURE,
THE MINIMUM FASTENING REQUIREMENTS BELOW SHALL BE MAINTAINED.
8x12
H-1
H-1
H-1
H-1
H-2 H-2
H-2H-2H-2
34" SHEATHING OVER
14" TJI 210 @ 16" O.C.
(CONTINUOUS RAFTERS)
GARAGE ROOF FRAMING PLAN
1/4" = 1'-0"
LOAD BEARING
WALL BELOW (TYP)
SL
O
P
E
2:
1
2
SL
O
P
E
2:
1
2
1'-012"
1'-6"1'-6"
1'-6"
1
S3.3
2
S3.3
3
S3.3
4
S3.3
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S1.3
APO
AS NOTED
19 MAY 2021
Permit
3"3"
5"
8"
M
I
N
24
"
M
I
N
SIMPSON STHD HOLD-DOWN PER PLANS. INSTALL
TO DOUBLE STUDS IN SHEAR WALL OR LET INTO
SIP PANEL. CAN BE INSTALLED OVER STRUCTURAL
SHEATHING.
NAIL STRAP TO FRAMING w/ 16d SINKERS
STARTING AT BOTTOM AND WORKING UPWARD.
FILL ALL NAIL HOLES.
4x OR 2-2x STITCH NAILED POST
ANCHOR BOLTS PER SHEAR WALL SCHEDULE.
CONTINUOUS #4 REBAR IN TOP OF WALL
EMBED HOLD-DOWN INTO CONCRETE TO THIS LINE.
2x P.T. SILL PLATE(s)
1/2" MINIMUM
STHD INSTALLATION DETAIL
S1.0
7
3/4" = 1'-0"
SHEAR WALL PER PLANS (NOT SHOWN FOR CLARITY)POST OR STITCH-NAILED STUDS
PER SHEAR WALL SCHEDULE
SIMPSON HD (HDU, HDQ, OR SIMILAR)
INSTALLED w/ SDS 14"x3"
SCREWS w/ ALL HOLES FILLED.
CENTER ON POST.
ANCHOR PER SHEAR WALL SCHEDULE
UNLESS HOLD-DOWN HAD ADDITIONAL CORROSION
PROTECTION HOLD OFF OF P.T. SILL PLATE
SLIGHTLY OR PROVIDE BARRIER.
P.T. SILL PLATE
HDU INSTALLATION DETAIL
S1.0
8
3/4" = 1'-0"
SQ PIER PER PLAN (OR
SONOTUBE) w/ (4) #4
VERTS (AT CORNERS) w/
2" COV & HOOKED INTO
FOOTING #3 TIES @ TOP
AND BOTTOM OF PIER
3/4" = 1'-0"
COMPACTED EARTH
FINISHED
GRADE VARIES
REINF. PER
FOOTING
SCHEDULE
TIMBER POST
(PER PLANS)TIMBERLINX A475 IN POST BASE
(PLUG OVER PIN HOLE)
14" PLASTIC SHIM
(PLEXIGLASS/LEXAN/ETC)
7 8"Øx9 ALL-THREADEPOXIED INTO FOUNDATION
w/ SIMPSON "SET" EPOXY
w/ MIN 4" EMBEDMENT
118"Ø PIN AND
TUBE HOLES
EXT TIMBER POST TO PIER
S3.1
5
FOOTING PER
FOOTING SCHEDULE
8"
M
I
N
24
"
M
I
N
.
3"
C
O
V
E
R
112"612"
SLAB ON GRADE PER PLANS
FOOTING PER FOOTING SCHEDULE
#4 VERT @ 16" O.C. CENTERED
#4 HOR. @ TOP & BTM
AND 24" O.C. MAX
TYP. GARAGE PERIMETER WALL
S3.1
6
3/4" = 1'-0"
2x PT SILL
2x WALL. NAILING AND
ATTACHMENT PER SHEAR WALL SCHEDULE
U.N.O. ON SHEAR WALL
SCHEDULE 5/8"Ø A.B. @ 48"
O.C., w/ 7" MIN EMBEDMENT
SLOPE GRADE AWAY
8d @ 6" O.C. U.N.O. PER
SHEAR WALL SCHEDULE
VAPOR BARRIER, CRUSHED BASE,
AND INSULATION PER
ARCH. PLANS
FND. DRAIN PER ARCH/CIVIL PLANS
8" STEMWALL, TYP.
8"
M
I
N
24
"
M
I
N
3"
C
O
V
E
R
112"612"
5"
PER FTG SCH.
4"
PE
R
F
T
G
S
C
H
.
PER FTG SCH.
PE
R
F
T
G
S
C
H
.
SLAB ON GRADE PER PLANS
STRIP FOOTING PER
FOOTING SCHEDULE
#4 VERT @ 16" O.C. CENTERED
#4 HOR. @ TOP & BTM
AND 24" O.C. MAX
TYP. PERIMETER WALL
S3.1
1
3/4" = 1'-0"
LET-IN 2x SOLE PLATE NAILED TO
SILL w/ 10D @ 4" O.C. STAGGERED
2x PT SILL RIPPED TO PANEL WIDTH
SIP WALL PER PLAN. NAILING AND
ATTACHMENT PER SHEAR WALL SCHEDULE
U.N.O. ON SHEAR WALL
SCHEDULE 5/8"Ø A.B. @ 48"
O.C., w/ 7" MIN EMBEDMENT
SLOPE GRADE AWAY
8d @ 6" O.C. INSIDE AND OUT
U.N.O. PER SHEAR WALL SCHEDULE
VAPOR BARRIER, CRUSHED BASE,
AND INSULATION PER
ARCH. PLANS
FND. DRAIN PER ARCH/CIVIL PLANS
8" STEMWALL, TYP.
TYP. INTERIOR POST TO FOOTING
S3.1
3
3/4" = 1'-0"
SLAB ON GRADE PER PLANS
REINF. PER FOOTING SCHEDULE
14" x 5"SQ PLASTIC SHIM
(PLEXIGLASS/LEXAN/ETC)
TIMBERLINX A475 IN POST BASE. ORIENT
TO HIDE PIN HOLE IN INTERIOR WALLS OR
PLUG OVER.118"Ø PIN AND TUBE HOLES
TIMBER POST PER PLANS
7/8"Øx9 ALL-THREAD EPOXIED
INTO FOUNDATION w/ SIMPSON "SET"
EPOXY w/ MIN 4" EMBEDMENT.
LEAVE PROTRUDING 112"-13 4".
TYP. EXT POST TO STEM WALL2
3/4" = 1'-0"
14" x 5"SQ PLASTIC SHIM
(PLEXIGLASS/LEXAN/ETC)
SIMPSON STHD10 STRAP INSTALLED
ON EXTERIOR FACE OF ALL TIMBER
POSTS. FILL ALL NAIL HOLES w/
16d SINKERS STARTING FROM BTM.
TIMBER POST PER PLANS
TYP. PERIMETER WALL FOOTING
TYP. INT. BEARING WALL TO FOOTING
S3.1
4
3/4" = 1'-0"
2x SOLE PLATE NAILED TO
SILL w/ 10D @ 4" O.C. STAGGERED
2x PT SILL
2x WALL. NAILING AND
ATTACHMENT PER SHEAR WALL SCHEDULE
U.N.O. ON SHEAR WALL
SCHEDULE 5/8"Ø A.B.
@ 48" O.C., w/ 7" MIN
EMBEDMENT
8d E.N. @ 6" O.C.
U.N.O. PER SHEAR WALL SCHEDULE
REINF. PER FOOTING SCHEDULE
VAPOR BARRIER PER ARCH.
SLAB ON GRADE PER PLANS
S3.1
SIMPSON DTT2Z w/ 12"Ø
ALL-THREAD SECURING
BEAM @ EDGE OF DECK
TO MAIN FLOOR
LEDGER SECURED
PER DETAIL 11/S3.1
TYP WALL FRAMING
RIM JOIST PER PLAN
JOIST HANGER PER PLANS
JOIST PER PLANS
BOLTS PER LEDGER
SCHEDULE ON S1.2
LEDGER ATTACHMENT PER
LEDGER SCHEDULE ON S1.2
TYP WALL FRAMING
DECK LEDGER TO RIM JOIST
3/4" = 1'-0"S3.1
11 DECK TO GARAGE TIE
3/4" = 1'-0"S3.1
12
2x PT LEDGER
JOIST PER PLANS
12"Ø CIP A.B. @ 16" O.C.
(ALTERNATE TOP AND BOTTOM)
w/ 4" EMBEDMENT (CAN BE
SUBSTITUTED w/ 12"Ø WEDGE
ANCHORS OR EPOXIED ANCHORS
w/ SIMPSON "SET" EPOXY)
(2) 2x12 PT LEDGER
TYP PERIMETER FOUNDATION
AND WALL FRAMING
DECK LEDGER TO STEM WALL
3/4" = 1'-0"S3.1
9
SIMPSON DTT2Z-SDS2.5 w/ 12Ø ALL-THREAD
EPOXIED INTO STEM WALL w/ SIMPSON "SET"
EPOXY w/ MIN 4" EMBEDMENT SECURING
DOUBLE 2x @ EDGE OF DECK TO
STEM WALL OF MAIN FLOOR
LEDGER SECURED PER DETAIL 9/S3.1
TYP PERIMETER FOUNDATION
AND WALL FRAMING
DECK TO MAIN BUILDING TIE
3/4" = 1'-0"S3.1
10
JOIST HANGER PER PLANS
SIMPSON A35 ANGLES @ 24" O.C.
U.N.O. ON SHEAR WALL SCHEDULE
FIRST FLOOR DECK PER PLANS
FULL DEPTH BLOCKING @ 24" O.C. IN
MIN. 2 FIRST FULL JOIST BAYS
2x BTM PLATE NAILED TO
RIM w/ 16D @ 6" O.C.
U.N.O. ON SHEAR WALL SCHEDULE
DOUBLE RIM JOIST
IF REQ'D PER FLOOR FRAMING PLAN
(2) 2x TOP PLATE
8d @ 6" O.C. U.N.O. PER
SHEAR WALL SCHEDULE
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S3.1
APO
AS NOTED
19 MAY 2021
Permit
3
"
5
"
TYP RAFTER TO PLATE
S3.2
2
3/4" = 1'-0"
TYP. 6x RAFTER
6x POST
1"Ø PEG
112" CENTERED TENON
TYP POST TO RAFTER
S3.2
4
3/4" = 1'-0"
3x GIRT
3 3 4 "
3 3 4 "
RAKE RAFTER
MAIN RAFTER
LOG SCREWS TOE-SCREWED FROM RAFTER TO RAFTER
AT LOCATIONS SHOWN (4 UP, 4 DOWN)
CLAMP RAFTERS TOGETHER WHEN INSTALLING SCREWS
9"412"
1/2" STUB TENONS
MSTA STRAP
SEE NOTE ON ROOF PLAN VIEW
RAKE RAFTER CONNECTION
S3.2
5
3/4" = 1'-0"
PANEL SCREW @ 12" O.C.
MIN 1" PENETRATION INTO
RAFTER (AT FRAME LOCATIONS)
ALTERNATE SIDES OF SPLINE
OSB SURFACE SPLINE (7 16"x3"W)
ON ALL ROOF SIP CONNECTIONS
ATTACH W/ 8d COMMONS @ 6"O.C.
TIMBER RAFTER PER PLANS
2x ROOF DECKING
PANEL SCREW @ 12" O.C.
U.N.O ON SHEAR WALL
SCHEDULE
2x FRAMING @ PANEL EDGES SECURED
w/ 8d @ 6" O.C. TOP AND BOTTOM
ATTACH T&G PER NOTE ON S0.0
2x6 T&G DECKING
ROOF PER PLANS
WALL PER PLANS
SINGLE TOP PLATE TYP. w/ 8d @ 6" O.C.
USE DOUBLE TOP PLATE, LAPPED PER PLATE
LAP SPLICE DETAIL IF WALL PANEL BREAK
OCCURS IN SHEAR WALL SEGMENT.
PANEL SCREW
@ 12" O.C.
2x6 T&G DECKING
TIMBER OR WALL PER PLANS3x BLOCKING
BETWEEN RAFTERS
TIMBER RAFTER
PER PLANS
SIMPSON A35 ANGLES @ 24" O.C.
U.N.O. ON SHEAR WALL SCHEDULE
SIP ROOF
PER PLANS
ATTACH T&G PER
NOTE ON S0.0
MSTA STRAP
PER PLAN VIEW
TYP ROOF SIP TO PLATE CONNECTION
3/4" = 1'-0"S3.2
12TYP ROOF SPLINE CONNECTION
3/4" = 1'-0"S3.2
11
TYP ROOF TO FRONT WALL
3/4" = 1'-0"S3.2
7 TYP ROOF TO WALL (GABLE)
3/4" = 1'-0"S3.2
8
PANEL SCREW @ 12" O.C.
U.N.O ON SHEAR WALL
SCHEDULE
ATTACH T&G PER NOTE ON S0.0
TIMBER PLATE / RAFTER PER PLANS
2x6 T&G DECKING
ROOF PER PLANS
2x WALL PER PLANS
DOUBLE TOP PLATE, LAPPED PER PLATE
LAP SPLICE DETAIL IF WALL PANEL BREAK
OCCURS IN SHEAR WALL SEGMENT.
8d E.N. @ 6" O.C., U.N.O. ON
SHEAR WALL SCHEDULE
TYP ROOF TO INTERIOR WALL
3/4" = 1'-0"S3.2
10
LOG SCREWS @ 12" O.C. INTO
TIMBER FRAMING, U.N.O. ON
SHEAR WALL SCHEDULE
GIRT TO POST CONNECTION
S3.2
1
3/4" = 1'-0"
GIRTS PER PLAN
(HOUSE INTO POST
PROVIDING 3 SQ IN
MIN. BEARING AREA)
MIDDLE
6x POST PER PLAN
MSTA24 NAILED ACROSS OUTSIDE FACE
ALL NAIL HOLES IN GIRTS FILLED w/ 10d
LOG SCREWS FROM GIRT TO POST1/2" LONG STUB TENON
AS DESIRED
4x POST PER PLAN1/2" LONG STUB TENON
GIRT AROUND CORNER (SIM)
MSTA24 STRAP WRAPPED
AROUND CORNER EVENLY
LOG SCREW FROM GIRT TO POST
CORNER
GIRT PER PLANS
(HOUSE INTO POST
PROVIDING 3 SQ IN
MIN. BEARING AREA
ROOF SYSTEM
TIMBER PLATE PER PLANS
2x6 T&G DECKING
ATTACH T&G PER NOTE ON S0.0
PANEL SCREW @ 12" O.C.
MIN 1" PENETRATION INTO RAFTER.
3 13 16
"
6x RAFTER
PER PLANS
6x14 PLATE
1"
(2) LOG SCREWS
1"
BACK-TO-BACK RAFTER TO PLATE
S3.2
6
6x RAFTER
PER PLAN
8x PLATE PER PLAN
(2) LOG SCREWS
SIDE
1"12"
TOP
1/2" REDUCTION
IN RAFTER WIDTH
3/4" = 1'-0"
1"
PANEL SCREW @ 12" O.C.
U.N.O ON SHEAR WALL
SCHEDULE
2x FRAMING @ PANEL EDGES SECURED
w/ 8d @ 6" O.C. TOP AND BOTTOM
ATTACH T&G PER NOTE ON S0.0
TIMBER PLATE / RAFTER PER PLANS
2x6 T&G DECKING
ROOF PER PLANS
WALL PER PLANS
SINGLE TOP PLATE TYP. w/ 8d @ 6" O.C.
USE DOUBLE TOP PLATE, LAPPED PER PLATE
LAP SPLICE DETAIL IF WALL PANEL BREAK
OCCURS IN SHEAR WALL SEGMENT.
PANEL SCREWS @ 12" O.C. INTO
TIMBER FRAMING. (2) ROWS OF
PANEL SCREWS @ SHEAR WALL LOCATIONS
TYP ROOF TO WALL (EAVE)
3/4" = 1'-0"S3.2
9
PLATE TO PLATE CONNECTION
S3.2
3
3/4" = 1'-0"
6x RAFTER
PER PLANS
PLATES EACH
SIDE OF POST
(2) LOG SCREWS
INTO POST
1"
6x RAFTER
2"2"
LOG SCREWS INTO POST
AT LOCATIONS SHOWN
SIDE
TOP
MSTA24 STRAP
1"
POST
5 7 8 "
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S3.2
APO
AS NOTED
19 MAY 2021
Permit
TYP SHEAR WALL TOP PLATE CON.
3/4" = 1'-0"
DOUBLE LET-IN TOP PLATE
SPLICED PER TOP PLATE DETAIL
SHEAR WALL SPLINE PER DETAIL
SHEAR WALL NAILING PER SCHEDULE
PANEL BREAK IN SHEAR WALL SEGMENT
IN LIEU OF DOUBLE TOP PLATE, INSTALL SINGLE
TOP PLATE AND NAIL MSTA24 STRAP ACROSS TOP
OF PANEL BREAK.
S3.3
6TYP SHEAR WALL SPLINE CON.
3/4" = 1'-0"
(2) 2x, STITCH NAIL w/ 8d SPACED
PER SHEAR WALL NAILING FROM
EACH FACE, STAGGERED.
ATTACH W/ 8d PER SHEAR WALL
SCHEDULE. EACH PANEL, EACH FACE.
S3.3
5 EXT SIP TO WALL CONNECTION
3/4" = 1'-0"
PANEL SCREW @ 24" O.C.TYP. STUD WALL
S3.3
7
TYP CORNER DETAIL
LET-IN 2x STUDS ATTACHED
w/ 8d @ 6" O.C. U.N.O.
PANEL SCREWS
@ 24" O.C.
PANEL OR LOG SCREWS @ 12" O.C.
(2) 2x LET-IN STUDS NAILED
w/ 8d PER SHEAR WALL SCHEDULE
INSTALL STRAP HOLD-DOWN ON THIS FRAMING
STANDARD AT SHEAR WALLS
S3.3
8
3/4" = 1'-0"
PANEL OR LOG SCREWS @ 12" O.C.
AT CORNER WINDOWS TOP VIEW
LET-IN 2x STUDS ATTACHED
w/ 8d @ 6" O.C. U.N.O.
SIMPSON A34 CLIPS FROM POST TO INLET
SILL PLATES IN WINDOW ROUGH OPENING
4x4 CORNER POST AT WINDOWS
4x4 CORNER POST AT WINDOWS
SIMPSON A34 CLIPS FROM POST TO INLET
SILL PLATES IN WINDOW ROUGH OPENING
LET-IN 2x STUDS/SILLS ATTACHED
w/ 8d @ 6" O.C. U.N.O.
PANEL OR LOG SCREWS @ 12" O.C.
SIDE VIEW
SILL
SI
L
L
ATTACH SHEATHING
w/ 8d @ 6" O.C.ATTACH SHEATHING
w/ 8d @ 6" O.C.
ATTACH SHEATHING
w/ 8d @ 6" O.C.
ROOF SHEATHING
PER PLANS
ROOF SHEATHING
PER PLANS
ROOF SHEATHING
PER PLANS
BLOCKING
BETWEEN JOISTS
ROOF JOIST
PER PLANS
BLOCKING
BETWEEN JOISTS
ROOF JOIST
PER PLANS
BLOCKING
BETWEEN JOISTS
ROOF JOIST
PER PLANS
WALL PER PLANS WALL PER PLANS
BEAM PER PLANS
SIMPSON A35 ANGLES @ 24" O.C.
U.N.O. ON SHEAR WALL SCHEDULE
SIMPSON A35 ANGLES @ 24" O.C.
U.N.O. ON SHEAR WALL SCHEDULE
FASTEN RAFTER TO PLATE
w/ 38"x16" GRK RSS
GARAGE ROOF TO WALL (FRONT)
3/4" = 1'-0"S3.3
2 GARAGE ROOF TO WALL (EAVE)
3/4" = 1'-0"S3.3
3GARAGE ROOF TO TIMBER PLATE
3/4" = 1'-0"S3.3
1 TIMBER PLATE TO POST
S3.3
4
3/4" = 1'-0"
6x PLATE
PER PLAN
6x POST
PER PLANTIMBERLINX A095
(PLUG OVER PIN HOLES)
118"Ø PIN AND
TUBE HOLES
118"Ø PIN AND
TUBE HOLES
DESIGNER:
STRUCTURAL ENGINEER:
PROJECT:
104 5TH STREET
CALUMET, MI 49913
401-654-4600
JOHNSON-PATE
RESIDENCE
NORDLAND, WA
#DATE REVISION
FOR:
DRAWN:
SHEET NO:
SCALE:
DATE:
FabCab
206-275-2345
www.fabcab.com
S3.3
APO
AS NOTED
19 MAY 2021
Permit