HomeMy WebLinkAboutPLANS REDLINED REVISIONS - 21-00378 - Taco Bell - AdditionAuthor Name Author Email Author Phone No.:
Bret Stoddard brets@rexburg.org 208-372-2171
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Don Allen Don.Allen@rexburg.org 208-372-2174
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Taco Bell - AdditionAddress : 22 W Main StApplication Type : Document Filename : 2031_Rexburg Taco Bell Full Set.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Revisions Required
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
A1.0 Free text Cody Jones : Building Open 5 COMM check required/insulation r values.
A1.2 Free text Cody Jones : Building Open 6 Suspended ceiling to be installed to manufacturersspecifications.
A5.0 Free text Cody Jones : Building Open 12 Panic hardware to be installed on Egress doors.
A5.0 Free text Cody Jones : Building Open 12 Seating at tables, counters and work areas comply with IBCsection 1109.11.
A5.1 Free text Cody Jones : Building Open 13 Glass and Glazing to meet requirements of IBC 24.
SO.1 Free text Cody Jones : Building Open 14 wind speed= 90mph
SO.3 Free text Cody Jones : Building Open 16 Special Inspector needs to be identified.
S6.01 Free text Cody Jones : Building Open 21 Footings to be at frost depth of 36".
# 21-00378Commercial - Addition
Report Date: 06.07.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
A0.0 Free text Kyle Baldwin : P&Z Open 1 Rexburg Development code 3.04.030.C states:
C. BUSINESS & SERVICES (per other measurement) Fast food with drive-through 0.33 spaces per seat (two (2) feet of bench equals one(1) seat)
According to our calculations 25 parking stalls are needed (76X .33)
Report Date: 06.07.2021
Approval of plans does not constitute approval of variance from code
Page 2 of 2
ARCHITECT:
C
O
D
E
C
O
M
P
L
I
A
N
C
E
N
O
T
E
S
S
H
E
E
T
#
D
E
S
C
R
I
P
T
I
O
N
D
R
A
W
I
N
G
I
N
D
E
X
A
R
C
H
I
T
E
C
T
U
R
A
L
10459 SOUTH 1300 WEST STE 201SOUTH JORDAN, UT 84095801.487.3330MECHANICAL:ELECTRICAL:JTB HVAC & PLUMBI
N
G
10459 SOUTH 1300 WEST SOUTH JORDAN, UT 84095801.849.8590ROCKY MOUNTAIN ENGI
N
E
E
R
S
2117 SOUTH 3600 WESTSALT LAKE CITY, UT. 84119801.566.0503
F
I
R
E
C
O
D
E
C
O
M
P
L
I
A
N
C
E
N
O
T
E
S
1
.
U
n
d
e
r
g
r
o
u
n
d
f
i
r
e
s
u
p
p
l
y
o
r
f
i
r
e
h
y
d
r
a
n
t
i
n
s
t
a
l
l
a
t
i
o
n
s
a
n
d
m
o
d
i
f
i
c
a
t
i
o
n
s
r
e
q
u
i
r
e
a
s
e
p
a
r
a
t
e
s
u
b
m
i
t
t
a
l
t
o
t
h
i
s
o
f
f
i
c
e
.
2
.
P
r
o
v
i
d
e
a
n
a
d
d
r
e
s
s
o
n
t
h
e
b
u
i
l
d
i
n
g
w
h
i
c
h
i
s
a
s
s
i
g
n
e
d
b
y
t
h
e
C
i
t
y
E
n
g
i
n
e
e
r
i
n
g
D
e
p
a
r
t
m
e
n
t
.
I
f
t
h
e
s
p
a
c
e
i
s
s
u
b
d
i
v
i
d
e
d
t
h
e
n
t
h
e
u
n
i
t
n
u
m
b
e
r
o
r
l
e
t
t
e
r
s
h
a
l
l
b
e
p
l
a
c
e
d
o
n
o
r
n
e
a
r
t
h
e
e
n
t
r
a
n
c
e
o
f
e
a
c
h
u
n
i
t
.
T
h
e
s
e
n
u
m
b
e
r
s
a
n
d
l
e
t
t
e
r
s
s
h
a
l
l
b
e
v
i
s
i
b
l
e
f
r
o
m
t
h
e
s
t
r
e
e
t
a
n
d
b
e
a
m
i
n
i
m
u
m
6
i
n
c
h
e
s
h
i
g
h
w
i
t
h
a
s
t
r
o
k
e
o
f
½
i
n
c
h
.
T
h
e
n
u
m
b
e
r
s
a
n
d
l
e
t
t
e
r
s
s
h
a
l
l
b
e
A
r
a
b
i
c
a
n
d
s
h
a
l
l
s
h
a
r
p
l
y
c
o
n
t
r
a
s
t
w
i
t
h
t
h
e
b
a
c
k
g
r
o
u
n
d
.
3
.
F
i
r
e
d
e
p
a
r
t
m
e
n
t
a
c
c
e
s
s
r
o
a
d
s
a
n
d
f
i
r
e
h
y
d
r
a
n
t
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
p
r
i
o
r
t
o
c
o
n
s
t
r
u
c
t
i
o
n
o
f
t
h
e
f
o
o
t
i
n
g
s
a
n
d
f
o
u
n
d
a
t
i
o
n
s
o
f
a
n
y
s
t
r
u
c
t
u
r
e
.
F
i
r
e
h
y
d
r
a
n
t
s
s
h
a
l
l
b
e
a
c
c
e
s
s
i
b
l
e
,
o
p
e
r
a
t
i
o
n
a
l
a
n
d
m
a
i
n
t
a
i
n
e
d
i
n
t
h
a
t
c
a
p
a
c
i
t
y
.
4
.
A
3
f
o
o
t
c
l
e
a
r
a
n
c
e
s
h
a
l
l
b
e
m
a
i
n
t
a
i
n
e
d
a
t
a
l
l
t
i
m
e
s
a
r
o
u
n
d
f
i
r
e
e
q
u
i
p
m
e
n
t
t
o
i
n
c
l
u
d
e
b
u
t
n
o
t
l
i
m
i
t
e
d
t
o
h
y
d
r
a
n
t
s
,
f
i
r
e
d
e
p
a
r
t
m
e
n
t
c
o
n
n
e
c
t
i
o
n
s
a
n
d
f
i
r
e
s
u
p
p
r
e
s
s
i
o
n
c
o
n
t
r
o
l
v
a
l
v
e
s
.
5
.
W
a
t
e
r
l
a
t
e
r
a
l
s
w
h
i
c
h
a
r
e
1
6
f
o
o
t
i
n
l
e
n
g
t
h
o
r
l
o
n
g
e
r
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
w
i
t
h
c
o
n
t
r
o
l
v
a
l
v
e
s
a
t
t
h
e
t
a
p
o
f
t
h
e
w
a
t
e
r
m
a
i
n
a
n
d
a
t
t
h
e
f
i
r
e
h
y
d
r
a
n
t
.
6
.
H
i
g
h
p
i
l
e
s
t
o
r
a
g
e
b
u
i
l
d
i
n
g
s
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
w
i
t
h
w
e
t
s
t
a
n
d
p
i
p
e
s
h
a
v
i
n
g
1
½
i
n
c
h
m
a
l
e
N
a
t
i
o
n
a
l
S
t
a
n
d
a
r
d
T
h
r
e
a
d
s
a
n
d
c
a
p
l
o
c
a
t
e
d
a
t
t
h
e
f
i
r
e
d
e
p
a
r
t
m
e
n
t
a
c
c
e
s
s
d
o
o
r
s
l
o
c
a
t
e
d
n
o
m
o
r
e
t
h
a
n
1
0
0
l
i
n
e
a
l
f
e
e
t
a
p
a
r
t
a
l
o
n
g
t
h
e
e
x
t
e
r
i
o
r
w
a
l
l
s
e
r
v
i
n
g
t
h
e
s
t
o
r
a
g
e
a
r
e
a
.
T
h
i
s
o
u
t
l
e
t
s
h
a
l
l
b
e
l
o
c
a
t
e
d
o
n
t
h
e
l
o
c
k
s
e
t
s
i
d
e
o
f
t
h
e
d
o
o
r
w
i
t
h
i
n
3
f
e
e
t
o
f
t
h
e
d
o
o
r
o
p
e
n
i
n
g
.
7
.
S
t
a
n
d
p
i
p
e
s
f
o
r
h
i
g
h
p
i
l
e
s
t
o
r
a
g
e
s
h
a
l
l
h
a
v
e
i
t
s
f
e
e
d
f
r
o
m
e
i
t
h
e
r
t
h
e
a
d
j
a
c
e
n
t
f
i
r
e
s
p
r
i
n
k
l
e
r
s
y
s
t
e
m
o
r
a
s
e
p
a
r
a
t
e
r
i
s
e
r
w
h
i
c
h
i
s
p
r
o
v
i
d
e
d
w
i
t
h
b
a
c
k
f
l
o
w
p
r
o
t
e
c
t
i
o
n
8
.
F
i
r
e
s
t
o
p
p
i
n
g
m
a
t
e
r
i
a
l
s
f
o
r
n
o
n
-
f
e
r
r
o
u
s
p
i
p
e
,
c
o
n
d
u
i
t
a
n
d
o
t
h
e
r
s
y
n
t
h
e
t
i
c
m
a
t
e
r
i
a
l
s
s
h
a
l
l
b
e
c
o
m
p
a
t
i
b
l
e
w
i
t
h
e
a
c
h
o
t
h
e
r
.
9
.
A
l
l
f
i
r
e
r
a
t
e
d
a
s
s
e
m
b
l
i
e
s
s
h
a
l
l
b
e
t
e
s
t
e
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
A
S
T
M
E
1
1
9
.
1
0
.
A
l
l
o
c
c
u
p
a
n
c
i
e
s
t
h
a
t
s
t
o
r
e
,
d
i
s
p
e
n
s
e
o
r
h
a
n
d
l
e
h
a
z
a
r
d
o
u
s
m
a
t
e
r
i
a
l
s
s
h
a
l
l
h
a
v
e
o
n
o
r
p
l
a
c
e
d
a
d
j
a
c
e
n
t
t
o
t
h
e
d
o
o
r
s
l
a
b
e
l
s
w
h
i
c
h
a
r
e
l
i
s
t
e
d
i
n
N
a
t
i
o
n
a
l
F
i
r
e
P
r
o
t
e
c
t
i
o
n
A
s
s
o
c
i
a
t
i
o
n
S
t
a
n
d
a
r
d
7
0
4
d
e
p
i
c
t
i
n
g
t
h
e
h
a
z
a
r
d
s
c
o
n
t
a
i
n
e
d
w
i
t
h
i
n
.
1
1
.
P
r
o
v
i
d
e
a
s
u
p
r
a
b
o
x
w
h
i
c
h
m
a
y
b
e
p
u
r
c
h
a
s
e
d
f
r
o
m
S
a
n
d
y
C
i
t
y
F
i
r
e
P
r
e
v
e
n
t
i
o
n
B
u
r
e
a
u
a
n
d
i
n
s
t
a
l
l
t
h
e
b
o
x
a
d
j
a
c
e
n
t
t
o
t
h
e
m
a
i
n
d
o
o
r
.
2
0
1
8
I
F
C
R
E
Q
U
I
R
E
M
E
N
T
S
TACO BELL ADDITION/
R
E
M
O
D
E
L
22 WEST MAIN ST
R
E
E
T
REXBURG, IDAH
O
8
3
4
4
0
M
E
C
H
A
N
I
C
A
L
P
L
U
M
B
I
N
G
E
L
E
C
T
R
I
C
A
L
SITE STRUCTURAL:BHB ENGINEERING2766 SOUTH MAIN STREET SALT LAKE CITY, UTAH801.355.5656
S
T
R
U
C
T
U
R
A
L
R
e
x
b
u
r
g
D
e
v
e
l
o
p
m
e
n
t
c
o
d
e
3
.
0
4
.
0
3
0
.
C
s
t
a
t
e
s
:
C
.
B
U
S
I
N
E
S
S
&
S
E
R
V
I
C
E
S
(
p
e
r
o
t
h
e
r
m
e
a
s
u
r
e
m
e
n
t
)
F
a
s
t
f
o
o
d
w
i
t
h
d
r
i
v
e
-
t
h
r
o
u
g
h
0
.
3
3
s
p
a
c
e
s
p
e
r
s
e
a
t
(
t
w
o
(
2
)
f
e
e
t
o
f
b
e
n
c
h
e
q
u
a
l
s
o
n
e
(
1
)
s
e
a
t
)
A
c
c
o
r
d
i
n
g
t
o
o
u
r
c
a
l
c
u
l
a
t
i
o
n
s
2
5
p
a
r
k
i
n
g
s
t
a
l
l
s
a
r
e
n
e
e
d
e
d
(
7
6
X
.
3
3
)
N
O
T
E
S
:
G
E
N
E
R
A
L
N
O
T
E
S
A
COMM check required/insulation r values.
F
L
O
O
R
F
I
N
I
S
H
P
L
A
N
R
E
F
L
E
C
T
E
D
C
E
I
L
I
N
G
P
L
A
N
G
E
N
E
R
A
L
N
O
T
E
S
A
K
E
Y
N
O
T
E
S
B
R
E
F
L
E
C
T
E
D
C
E
I
L
I
N
G
P
L
A
N
C
E
I
L
I
N
G
L
E
G
E
N
D
D
F
I
N
I
S
H
L
E
G
E
N
D
C
S
E
E
S
H
E
E
T
A
7
.
1
F
O
R
L
I
G
H
T
I
N
G
F
I
X
T
U
R
E
S
S
C
H
E
D
U
L
E
S
u
s
p
e
n
d
e
d
c
e
i
l
i
n
g
t
o
b
e
i
n
s
t
a
l
l
e
d
t
o
m
a
n
u
f
a
c
t
u
r
e
r
s
s
p
e
c
i
f
i
c
a
t
i
o
n
s
.
KEYNOTES
P
a
n
i
c
h
a
r
d
w
a
r
e
t
o
b
e
i
n
s
t
a
l
l
e
d
o
n
E
g
r
e
s
s
d
o
o
r
s
.
S
e
a
t
i
n
g
a
t
t
a
b
l
e
s
,
c
o
u
n
t
e
r
s
a
n
d
w
o
r
k
a
r
e
a
s
c
o
m
p
l
y
w
i
t
h
I
B
C
s
e
c
t
i
o
n
1
1
0
9
.
1
1
.
G
E
N
E
R
A
L
N
O
T
E
S
A
A
B
C
D
I
N
S
T
A
L
L
W
A
L
L
T
I
L
E
O
N
A
L
L
S
I
D
E
S
O
F
B
E
V
E
R
A
G
E
A
L
C
O
V
E
.
D
I
N
I
N
G
1
C
H
A
I
R
R
A
I
L
.
P
R
O
V
I
D
E
C
L
E
A
R
S
I
L
I
C
O
N
E
C
A
U
L
K
W
H
E
R
E
A
L
L
F
I
X
E
D
A
N
D
B
U
I
L
T
-
I
N
C
O
U
N
T
E
R
S
/
E
Q
U
I
P
M
E
N
T
A
B
U
T
W
A
L
L
S
U
R
F
A
C
E
S
.
W
H
E
R
E
G
A
P
B
E
T
W
E
E
N
W
A
L
L
A
N
D
C
O
U
N
T
E
R
S
P
L
A
S
H
/
E
Q
U
I
P
M
E
N
T
E
X
C
E
E
D
S
1
/
4
"
,
P
R
O
V
I
D
E
S
.
S
.
C
L
O
S
U
R
E
A
N
G
L
E
.
D
R
O
P
P
E
N
D
A
N
T
L
I
G
H
T
F
I
X
T
U
R
E
.
C
C
T
V
C
A
M
E
R
A
/
M
O
N
I
T
O
R
.
N
E
W
D
I
G
I
T
A
L
M
E
N
U
B
O
A
R
D
S
.
1
/
2
P
L
Y
W
O
O
D
B
A
C
K
I
N
G
(
1
5
0
"
X
1
8
"
)
T
O
B
E
I
N
S
T
A
L
L
E
D
B
E
H
I
N
D
T
H
E
D
R
Y
W
A
L
L
/
F
I
N
I
S
H
E
D
W
A
L
L
S
U
R
F
A
C
E
.
2
"
X
2
"
S
S
C
O
R
N
E
R
/
E
N
D
W
A
L
L
C
H
A
N
N
E
L
G
U
A
R
D
,
F
U
L
L
H
E
I
G
H
T
.
S
T
A
I
N
L
E
S
S
W
R
A
P
T
O
F
I
N
I
S
H
O
F
F
U
N
D
E
R
S
I
D
E
O
F
B
U
L
K
H
E
A
D
.
N
E
W
F
I
N
I
S
H
E
S
O
N
P
O
S
/
S
E
R
V
I
N
G
C
O
U
N
T
E
R
.
R
E
S
U
R
F
A
C
E
O
R
R
E
P
L
A
C
E
C
O
U
N
T
E
R
T
O
P
A
S
R
E
Q
U
I
R
E
D
.
R
E
I
N
S
T
A
L
L
E
X
I
S
T
I
N
G
P
E
P
S
I
D
R
I
N
K
M
A
C
H
I
N
E
,
I
C
E
M
A
C
H
I
N
E
,
T
E
A
U
R
N
S
,
A
N
D
D
R
I
N
K
T
A
B
L
E
.
N
E
W
A
R
T
W
O
R
K
L
O
C
A
T
I
O
N
.
D
E
C
O
R
A
T
I
V
E
M
E
T
A
L
B
L
A
C
K
T
R
I
M
A
T
E
X
P
O
S
E
D
E
D
G
E
S
A
N
D
O
U
T
S
I
D
E
C
O
R
N
E
R
S
O
F
P
O
S
C
O
U
N
T
E
R
.
A
C
C
E
S
S
I
B
L
E
S
I
G
N
A
G
E
.
V
E
R
I
F
Y
L
O
C
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
.
P
R
O
V
I
D
E
T
A
C
T
I
L
E
E
X
I
T
S
I
G
N
A
T
E
G
R
E
S
S
D
O
O
R
P
E
R
"
T
A
C
T
I
L
E
S
I
G
N
"
D
E
T
A
I
L
O
N
A
D
A
.
1
W
H
E
N
E
X
I
S
T
I
N
G
I
S
N
O
T
R
E
Q
U
I
R
E
D
.
I
N
S
T
A
L
L
"
A
S
K
I
F
Y
O
U
N
E
E
D
A
S
S
I
S
T
A
N
C
E
S
I
G
N
"
.
K
E
Y
N
O
T
E
S
B
OPEN TOKITCHENBEYOND
B
A
C
K
R
O
O
M
D
O
O
R
B
E
Y
O
N
D
G
l
a
s
s
a
n
d
G
l
a
z
i
n
g
t
o
m
e
e
t
r
e
q
u
i
r
e
m
e
n
t
s
o
f
I
B
C
2
4
.
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
C
H
O
L
S
•
N
A
Y
L
O
R
A
R
C
H
I
T
E
C
T
S
10
4
5
9
S
.
1
3
0
0
W
E
S
T
S
U
I
T
E
2
0
1
SO
U
T
H
J
O
R
D
A
N
,
U
T
A
H
8
4
0
9
5
•
(
8
0
1
)
4
8
7
-
3
3
3
0
1/
1
6
"
3
/
3
2
"
1/
8
"
3
/
1
6
"
1
/
4
"
3
/
8
"
1/
2
"
3/
4
"
1
1
/
2
"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S0.1
210436
GE
N
E
R
A
L
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
22
W
M
A
I
N
S
T
R
E
E
T
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
TA
C
O
B
E
L
L
A
D
D
I
T
I
O
N
RE
X
B
U
R
G
.
I
D
5.17.2021
GENERAL STRUCTURAL NOTES
NO. DATE
5.17.2021
wind speed= 90mph
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
C
H
O
L
S
•
N
A
Y
L
O
R
A
R
C
H
I
T
E
C
T
S
10
4
5
9
S
.
1
3
0
0
W
E
S
T
S
U
I
T
E
2
0
1
SO
U
T
H
J
O
R
D
A
N
,
U
T
A
H
8
4
0
9
5
•
(
8
0
1
)
4
8
7
-
3
3
3
0
1/
1
6
"
3
/
3
2
"
1
/
8
"
3
/
1
6
"
1
/
4
"
3
/
8
"
1/
2
"
3/
4
"
1
1
/
2
"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S0.3
210436
SP
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
NO
T
E
S
22
W
M
A
I
N
S
T
R
E
E
T
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
TA
C
O
B
E
L
L
A
D
D
I
T
I
O
N
RE
X
B
U
R
G
.
I
D
5.17.2021
REQUIREMENTS FOR SPECIAL INSPECTION, MATERIAL TESTING, AND STRUCTURAL OBSERVATION
NO. DATE
5.17.2021
Special Inspector needs to be identified.
SCHED_CONC_FTG-C2500-S2000
1 CONCRETE FOOTING SCHEDULE
CONCRETE FOOTING SCHEDULE
NO SCALE
WIDTHMARK LENGTH DEPTH No. SIZE LENGTH SPACING
REINFORCING CROSSWISE COMMENTSREINFORCING LENGTHWISE
No. SIZE LENGTH SPACING
CONCRETE FOOTING NOTES:
1. PLACE ALL FOOTING REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3" CLEAR CONCRETE COVER (UNO).
2. TOP REINFORCING, WHERE OCCURS, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER.
3. IF FOOTINGS ARE EARTH-FORMED, FOOTINGS SHALL BE 6" LONGER AND WIDER THAN SCHEDULED.
4. RUN CONTINUOUS FOOTING REINFORCEMENT THROUGH SPOT FOOTINGS.
5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
6. SOME SCHEDULED FOOTINGS MAY NOT BE USED, SEE FOOTING AND FOUNDATION PLAN FOR FOOTING MARKS.
FC2.0 2'-0" CONT 12" - #4 1'-6" 48" 3 #4 CONT EQ
SCHED_CONC_WALL-01
CONCRETE WALL SCHEDULE
2 CONCRETE WALL SCHEDULE
WALLS NOT DESIGNATED IN PLAN
.
COMMENTSTOP AND BOTTOM WALL TYPEHORIZONTAL
REINFORCINGMARK THICKNESS VERTICAL
CW-8A 8" #4 AT 18" O.C. #4 AT 12" O.C. (1) #4 A
TYPE 'D'
VERTICAL
TYPE 'C'
REINFORCING
REINFORCING
HORIZONTAL
NO SCALE
TYPE 'B'
VERTICAL
REINFORCING
HORIZONTAL
LC
TYPE 'A'
REINFORCING
WALL REINFORCING PLACEMENT TYPES:
ABBREVIATIONS:
E.F.
I.F.
O.F.
EACH FACE
INSIDE FACE
OUTSIDE FACE
IN
S
I
D
E
FA
C
E
CONCRETE FOUNDATION WALL NOTES:
1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
REINFORCINGTHICKNESSVERTICAL HORIZONTAL
6" #4 AT 18" O.C. #4 AT 16" O.C.
8" #4 AT 18" O.C. #4 AT 12" O.C.
10" #4 AT 16" O.C. #5 AT 15" O.C.
12" #4 AT 18" O.C. E.F. #4 AT 16" O.C. E.F.
SCHED_CONC_PIER-01
3 CONCRETE PIER SCHEDULE
CONCRETE PIER SCHEDULE
'W
T
'
NO SCALE
PIER SIZEMARK COMMENTSTYPETIESVERTICAL
REINFORCING
.CP-16A 'WT' x 16" (4) #5 BARS #3 AT 8" O.C. A
TYPE "A"
CONCRETE PIER NOTES:
1. INSTALL (3) SETS OF TIES WITHIN TOP 5" OF ALL PIERS (UNO).
2. RUN HORIZONTAL CONCRETE WALL REINFORCING CONTINUOUS THROUGH PIER WHEN PIER IS POURED
MONOLITHICALLY WITH CONCRETE WALL.
3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
SCHED_CONC_REINF-02
4 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE
CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE
REQUIREMENT FOR CASE 1 LAP LENGTHS
NO SCALE
BAR SIZE
f'c = 3000psi & f'c = 3500 psi f'c = 4000psi & f'c = 4500 psi f'c = 5000psi f'c = 6000psi
REGULAR TOP
CLASS
BABA
CLASS
REGULAR TOP
CLASS
BABA
CLASS
REGULAR TOP
CLASS
BABA
CLASS
REGULAR TOP
CLASS
BABA
CLASS
#3 17" 22" 22" 28" 15" 19" 19" 24" 13" 17" 17" 22" 12" 16" 15" 20"
#4 22" 29" 29" 37" 19" 25" 25" 32" 17" 22" 22" 29" 16" 20" 20" 27"
#5 28" 36" 36" 47" 24" 31" 31" 40" 22" 28" 28" 36" 20" 26" 26" 33"
#6 33" 43" 43" 56" 29" 37" 37" 48" 26" 33" 33" 43" 24" 31" 31" 40"
#7 48" 63" 63" 81" 42" 54" 54" 70" 37" 49" 49" 63" 34" 44" 44" 58"
#8
#9
#10
#11
55" 72" 72" 93" 48" 62" 62" 80" 43" 56" 55" 72" 39" 51" 51" 66"
62" 81" 81" 105" 54" 70" 70" 91" 48" 63" 63" 81" 44" 57" 57" 74"
70" 91" 91" 118" 61" 79" 79" 102" 54" 70" 70" 91" 50" 64" 64" 83"
78" 101" 101" 131" 67" 87" 87" 113" 60" 78" 78" 101" 55" 71" 71" 93"
TABULATED VALUES ARE FOR CASE 1 REINFORCEMENT, WHERE THE REQUIREMENTS OF TABLE BELOW ARE MET. WHERE THESE CONDITIONS
ARE NOT MET, MULTIPLY THE LAP LENGTHS (Ꝭd) BY 1.5.
BAR CLEAR
SPACING
CLEAR
COVER STIRRUPS OR TIES
NO REQUIREMENT
db = BAR DIAMETER
>=db >=db
>=db>=2db
>=CODE FOR MINIMUM THROUGHOUT Ꝭd
CONCRETE REINFORCING BAR LAP SPLICE NOTES:
1. THIS SCHEDULE SHALL BE USED FOR ALL BAR SPLICES IN CONCRETE WALLS, UNLESS NOTED OTHERWISE.
2. CLASS 'A' SPLICES MAY BE USED ONLY IN CASES WHERE 50% OR LESS OF THE BARS ARE SPLICED WITHIN THE LAP SPLICE LENGTH.
3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS THE REQUIREMENTS OF NOTE No. 2 ABOVE ARE MET.
4. TIES AND STIRRUPS SHALL NOT BE SPLICED.
5. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN.
6. THE VALUES TABULATED IN SCHEDULE ARE FOR GRADE 60 REINFORCING BARS. FOR GRADE 75, MULTIPLY LAP LENGTHS BY 1.25 AND FOR
GRADE 80, MULTIPLY BY 1.33.
7. THE VALUES TABULATED IN SCHEDULE ARE MINIMUM REQUIREMENTS. LONGER LENGTHS MAY BE USED FOR CONSTRUCTIBILITY.
8. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BAR.
9. FOR EPOXY-COATED OR ZINC AND EPOXY DUAL-COATED BARS WITH CLEAR COVER < 3d b OR CLEAR SPACING <6db, MULTIPLY LAP LENGTHS
BY 1.5. FOR ALL OTHER CASES MULTIPLY BY 1.2
10. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LAP LENGTHS BY 1.33 UNLESS THE AVERAGE SPLITTING TENSILE STRENGTH (F ct) IS SPECIFIED.
FOR LIGHT WEIGHT CONCRETE WHERE F ct IS SPECIFIED, REFER TO ACI318-14 SECTION 19.2.4.3
11. SPLICES FOR BUNDLED BARS:
a. FOR BUNDLED BARS OF THREE OR LESS, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.2.
b. FOR BUNDLED BARS OF FOUR OR MORE, LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.33.
c. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP.
d. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED.
12. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
SCHED_CONC_EPOXY-01
5 STANDARD ADHESIVE EMBEDMENT SCHEDULE
STANDARD ADHESIVE EMBEDMENT SCHEDULE
MINIMUM
EMBED
NO SCALE
5.5/8"
6.3/4"
4.1/2"
3.3/8"
CONCRETE OR GROUTED MASONRY
MINIMUM EMBEDMENT INTO
#4 (1/2")
#3 (3/8")
#6 (3/4")
#5 (5/8")
NOTES
SECTION OF GENERAL STRUCTURAL
PER "POST INSTALLED ANCHORS"
USE "STANDARD ADHESIVE"
ROD, SEE DETAILS
REBAR DOWEL/THREADED
(THREADED ROD SIZE)
REBAR DOWEL
STANDARD ADHESIVE EMBEDMENT NOTES:
1. SPECIFIC EMBEDMENTS, NOTES AND DETAILS IN DRAWINGS SHALL GOVERN OVER THIS
SCHEDULE.
2. HOLE DIAMETER SHALL BE DOWEL/ROD DIAMETER PLUS 1/8". FOLLOW
MANUFACTURER'S INSTRUCTIONS FOR HOLE PREPARATION.
3. PROVIDE A 3" MINIMUM EDGE DISTANCE TO CENTER OF HOLE.
4. CONTACT STRUCTURAL ENGINEER IF MINIMUM EMBEDMENTS INDICATED ABOVE ARE
NOT ACHIEVABLE.
5. SEE "POST INSTALLED ANCHORS" SECTION OF GENERAL STRUCTURAL NOTES FOR
ADDITIONAL REQUIREMENTS.
STRUCTURALBHB
PROJECT NUMBER
REVISIONS
SHEET TITLE
PROJECT/OWNER
ENGINEER
DATE
SHEET NUMBER
NI
C
H
O
L
S
•
N
A
Y
L
O
R
A
R
C
H
I
T
E
C
T
S
10
4
5
9
S
.
1
3
0
0
W
E
S
T
S
U
I
T
E
2
0
1
SO
U
T
H
J
O
R
D
A
N
,
U
T
A
H
8
4
0
9
5
•
(
8
0
1
)
4
8
7
-
3
3
3
0
1/
1
6
"
3
/
3
2
"
1
/
8
"
3
/
1
6
"
1
/
4
"
3
/
8
"
1/
2
"
3/
4
"
1
1
/
2
"
3"
2766 South Main Street
Salt Lake City, Utah 84115
801-355-5656
bhb@bhbengineers.com
S6.01
210436
SC
H
E
D
U
L
E
S
22
W
M
A
I
N
S
T
R
E
E
T
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
TA
C
O
B
E
L
L
A
D
D
I
T
I
O
N
RE
X
B
U
R
G
.
I
D
5.17.2021
NO. DATE
5.17.2021
Footings to be at frost depth of 36".
ELECTRICAL SHEET INDEX
E000 ELECTRICAL GENERAL SHEET
E101 LIGHTING PLAN
E201 POWER PLAN
E601 ELECTRICAL SCHEDULES
EL
E
C
T
R
I
C
A
L
GE
N
E
R
A
L
S
H
E
E
T
ELECTRICAL SYMBOL SCHEDULE
SYMBOL DESCRIPTION MOUNTING NOTES
FIRE ALARM HORN 7' - 6"
FIRE ALARM STROBE 7' - 6"
FIRE ALARM HORN STROBE 7' - 6"
FIRE ALARM GONG 7' - 6"
FIRE ALARM DUAL ACTION MANUAL PULL STATION 4' - 0"
FIRE ALARM ADDRESSABLE CONTROL RELAY
FIRE ALARM MONITOR MODULE
FIRE ALARM CONTROL PANEL 6' - 6" TO TOP
FIRE ALARM ANNUNCIATOR PANEL 4' - 0"
PHOTOELECTRIC SMOKE DETECTOR
RATE OF RISE/HEAT DETECTOR
CARBON MONOXIDE DETECTOR
DUCT SMOKE DETECTOR 6
FIRE SMOKE DAMPER
FIRE RISER TAMPER SWITCH
FIRE RISER FLOW SWITCH
ELECTROMAGNETIC DOOR HOLDER 2' - 0"
CO
AR
F
MM
F
T
SURFACE
SURFACE
SURFACE
DUCT
SECURITY CARD READER
SECURITY KEYPAD
SECURITY CCTV CAMERA
CR
KP 4' - 0"
4' - 0"
ELECTRIC STRIKEES
SPEAKER - WALL
MICROPHONE CONNECTION
VOLUME CONTROL SWITCH
S
S
SVC
M
SPEAKER - CEILING
4' - 0"
LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1
EMERGENCY LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1, 2
EMERGENCY LIGHT FIXTURE - OPEN STRIP
LIGHT FIXTURE - CEILING MOUNTED CEILING 1
LIGHT FIXTURE - PENDANT/CHANDELIER CEILING 1
LIGHT FIXTURE - DOWNLIGHT CEILING 1
LIGHT FIXTURE - WALL WASH DOWNLIGHT CEILING 1
LIGHT FIXTURE - WALL MOUNTED WALL 1
LIGHT FIXTURE - WALL BRACKET WALL 1
LIGHT TRACK WITH FIXTURES SURFACE 1
EXIT FIXTURE - WALL MOUNT WALL
EXIT FIXTURE - CEILING MOUNT CEILING
EXIT FIXTURE W/ EMERGENCY HEADS - WALL MOUNT WALL
EXIT FIXTURE W/ EMERGENCY HEADS - CEILING MOUNT CEILING
DUAL HEAD EMERGENCY LIGHT FIXTURE WALL 1, 2
AREA LIGHT FIXTURE - POLE MOUNTED POLE 1
PHOTO-ELECTRIC CELL WITH RELAY SURFACE 1
OCCUPANCY SENSOR - CEILING MOUNT CEILING 1
LIGHTING RELAY/POWER PACK SURFACE 1
TIME CLOCK - 7 DAY 5' - 0"
WALL OCCUPANCY SENSOR SWITCH 4' - 0"
SINGLE POLE SWITCH 4' - 0"
DOUBLE POLE SWITCH 4' - 0"
THREE WAY SWITCH 4' - 0"
FOUR WAY SWITCH 4' - 0"
DIMMER SWITCH 4' - 0"
LOW VOLTAGE SWITCH 4' - 0"
EM
PC
PP
TC
SOS
S
S2
S3
S4
SD
SLV
1, 2, 3
1, 2, 3
1, 2, 3
1, 2, 3
LIGHT FIXTURE - OPEN STRIP 1
1, 2
SEE DRAWINGS
SEE DRAWINGS
EMERGENCY LIGHT FIXTURE - WALL MOUNTED WALL 1, 2
EMERGENCY LIGHT FIXTURE - WALL BRACKET WALL 1, 2
EMERGENCY LIGHT FIXTURE - DOWNLIGHT CEILING 1, 2
J JUNCTION BOX SURFACE
WALL JUNCTION BOX 1' - 6" UNO
FLOOR JUNCTION BOX FLOOR
DISCONNECT SWITCH - NON-FUSED 5' - 0" UNO 4
DISCONNECT SWITCH - FUSED 5' - 0" UNO 4
COMBINATION MAGNETIC STARTER/DISCONNECT 5' - 0" UNO
MOTOR STARTER 5' - 0" UNO
CONTACTOR 5' - 0" UNO
MOTOR SURFACE
METER - PLAN VIEW
PUSH BUTTON SWITCH 4' - 0"
EMERGENCY POWER SHUTOFF SWITCH 4' - 0"
PANELBOARD - SURFACE MOUNTED 6' - 6" TO TOP
PANELBOARD - RECESSED 6' - 6" TO TOP
TRANSFORMER - PLAN VIEW
TELEPHONE TERMINAL BOARD
J
J
F
WALL
WALL
PAD/FLOOR
DISCONNECT SWITCH - SHUNT TRIP 5' - 0" UNO 4
CIRCUIT BREAKER
MCB PANEL - ONE-LINE
MLO PANEL - ONE-LINE
CURRENT TRANSFORMER
CT ENCLOSURE - ONE-LINE
TRANSFORMER - ONE-LINE
PAD MOUNT XFMR - ONE-LINE
METER - ONE-LINE
FUSED SWITCH
GROUND
OH RISER CABLE/WIRE SIZE TAG
M
XXX
LPNR
XXXA
XXXA
XP
AUTOMATIC TRANSFER SWITCH GROUND SLEEVE - ONE-LINE
FUSED DISCONNECT - ONE-LINE
XX
X
X
KEYED NOTE TAG
MECH/ELEC. EQUIPMENT TAG
OTHER EQUIPMENT TAG
X
ABBREVIATIONS
AFCI - ARC FAULT CKT INTERRUPTER
AFF - ABOVE FINISHED FLOOR
AFG - ABOVE FINISHED GRADE
AIC - AMPS INTERRUPTING CAPACITY
AL - ALUMINUM
ATS - AUTOMATIC TRANSFER SWITCH
BC - BARE COPPER
BFC - BELOW FINISHED CEILING
BFG - BELOW FINISHED GRADE
CKT - CIRCUIT
CND. OR C. - CONDUIT
CLG - INSTALLED IN CEILING
C.R. - CORD REEL
CT - CURRENT TRANSDUCER
CU - COPPER
(E) - EXISTING TO REMAIN
EC - ELECTRICAL CONTRACTOR
EM - EMERGENCY
(F) - FUTURE
FACP - FIRE ALARM CONTROL PANEL
FLA - FULL LOAD AMPS
FVNR - FULL VOLTAGE NON REVERSING
GC - GENERAL CONTRACTOR
GFCI - GROUND FAULT CKT INTERRUPTER
GND - GROUND
HP - HORSEPOWER
IG - ISOLATED GROUND
KW - KILOWATTS
LCP - LIGHTING CONTROL PANEL
LTG - LIGHTING
LV - LOW VOLTAGE
MC - MECHANICAL CONTRACTOR
MCA - MINIMUM CIRCUIT AMPS
MCB - MAIN CIRCUIT BREAKER
MCC - MOTOR CONTROL CENTER
MDP - MAIN DISTRIBUTION PANEL
MLO - MAIN LUGS ONLY
MOCP - MAX. OVERCURRENT PROTECTION
(N) - NEW
NIC - NOT IN CONTRACT
NEC - NATIONAL ELECTRICAL CODE
NFPA - NATIONAL FIRE PROT. ASSN.
NL - NIGHT LIGHT
NR - NOT REQUIRED
NTS - NOT TO SCALE
PC - PLUMBING CONTRACTOR
PH - PHASE
PNL - PANEL
POC - POINT OF CONNECTION
POS - POINT OF SALE
(R) - RELOCATED
REC - RECEPTACLES
RMC - RIGID METAL CONDUIT
SCA - SHORT CIRCUIT AMPERES
SES - SERVICE ENTRANCE SWITCHGEAR
SPD - SURGE PROTECTIVE DEVICE
TL - TWIST LOCK
TTB - TELEPHONE TERMINAL BOARD
TR - TAMPER RESISTANT
TYP - TYPICAL
UNO - UNLESS NOTED OTHERWISE
VA - VOLT/AMPS
VIF - VERIFY IN FIELD
VR - VANDAL RESISTANT
WP - WEATHERPROOF/NEMA 3R
WU - FURNISHED WITH UNIT
XFMR - TRANSFORMER
NOTES
WIRING / CONDUIT UNDERGROUND/FLOOR WIRING
CONDUIT TURNED UP CONDUIT TURNED DOWN
CIRCUIT HOME RUN TO PANEL: # OF ARROWHEADS INDICATE # OF CIRCUITS
(SEPARATE NEUTRAL PER CIRCUIT). BOTH EX. INCLUDE AN EQUIP. GROUND.
1.SEE LIGHT FIXTURE SCHEDULE FOR TYPE, MOUNTING, AND OTHER SPECIFICS.
2.CONNECT EMERGENCY AND/OR EXIT LIGHTS TO THE UNSWITCHED SIDE OF THE AREA
LIGHTING BRANCH CIRCUIT.
3.ARROW DENOTES EXIT DIRECTION.
4.USE HEAVY DUTY FOR 480 VOLT.
5.MOUNT SWITCH AT DOOR JAM PER MANUFACTURER'S INSTRUCTIONS.
6.PROVIDE UL LISTED DEVICE TO BE USED WITH THE FIRE ALARM PANEL/SYSTEM OR
PROVIDE A MONITOR MODULE TO CONNECT INTO FIRE ALARM SYSTEM.
7.PROVIDE RACEWAY WITH OUTLETS 12" ON CENTER UNO.
X
EXXX DETAIL/VIEW REFERENCE TAG
DETAIL/VIEW NUMBER
SHEET NUMBER
THERMAL OVERLOAD SWITCH 4' - 0" UNO
PILOT LIGHT SWITCH 4' - 0"
DUPLEX OUTLET, 20A, 120VAC 1' - 6" UNO
DUPLEX OUTLET, 20A, 120VAC - GFCI
DUPLEX OUTLET - SPLIT WIRED
DUPLEX OUTLET - ISOLATED GROUND
DUPLEX OUTLET WITH USB PORTS
DUPLEX OUTLET - OCCUPANCY SENSOR CONTROLLED
DUPLEX OUTLET, 20A, 120VAC - CEILING CEILING
DUPLEX OUTLET, 20A, 120VAC - FLOOR FLOOR
FOURPLEX OUTLET, 20A, 120VAC
FOURPLEX OUTLET, 20A, 120VAC - GFCI
FOURPLEX OUTLET - ISOLATED GROUND
FOURPLEX OUTLET, 20A, 120VAC - CEILING CEILING
FOURPLEX OUTLET, 20A, 120VAC - FLOOR FLOOR
APPLIANCE OUTLET - 208/240V SINGLE PHASE 18" OR 48"
APPLIANCE OUTLET - 208/480V 3-PHASE 18" OR 48"
TELEPHONE OUTLET
DATA OUTLET
DUAL TELEPHONE/DATA OUTLET
CABLE TELEVISION OUTLET
DUAL TELEPHONE/DATA OUTLET - FLOOR FLOOR
STH
SP
OS
CEILING DATA OUTLET/ WIRELESS ACCESS POINT CEILING
DATA OUTLET - FLOOR FLOOR
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
GENERAL NOTES:
1.THE ELECTRICAL SYSTEMS DEFINED BY THESE PLANS AND THE SPECIFICATIONS ARE TO BE CONSTRUCTED AS
COMPLETE AND OPERABLE SYSTEMS AND SHALL BE BID WITH THIS INTENT. THE CONTRACTOR SHALL VISIT THE
SITE, READ ALL THE RELEVANT DOCUMENTS, AND BECOME FAMILIAR WITH THE TYPE OF CONSTRUCTION AND WORK
TO BE ACCOMPLISHED. SHOULD ANY ERROR, OMISSION, OR CONFLICT EXIST IN EITHER THE PLANS OR
SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE SUBMITTING THEIR BID
PRICE SO A CHANGE CAN BE ISSUED IN A PRE-BID ADDENDUM. OTHERWISE, THE CONTRACTOR AND/OR EQUIPMENT
SUPPLIERS SHALL SUPPLY THE PROPER MATERIALS AND LABOR TO INSTALL COMPLETE AND OPERABLE SYSTEMS
INCLUSIVE OF THE ORIGINAL BID. WHEN EACH ELECTRICAL SYSTEM IS COMPLETE, THE CONTRACTOR SHALL TEST
AND CONFIRM ITS PROPER OPERATION. ANY INCOMPLETE SYSTEM SHALL BE MADE COMPLETE AND OPERABLE
PRIOR TO PROJECT CLOSEOUT.
2.THE ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE ELECTRICAL DOCUMENTS SO FAR
AS ANY ELECTRICAL ITEMS THEY MAY CONTAIN. THE ELECTRICAL CONTRACTOR SHALL REFER TO AND COORDINATE
WITH THEM. NO EXTRA COST SHALL BE ALLOWED FOR FAILURE TO COORDINATE THE CONTRACT DOCUMENTS WITH
OTHER TRADES AND/OR IF EQUIPMENT DIMENSIONS ARE GREATER THAN SPECIFIED AND/OR DIMENSIONED ON THE
PLANS.
3.THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS, AND LABOR FOR THE CONNECTIONS OF
ALL EQUIPMENT SHOWN ON THE PLANS - ARCHITECTURAL, MECHANICAL, ETC.
4.THIS PROJECT IS TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST RECENT LOCAL, STATE, AND NATIONAL
CODES. IF AT ANY TIME DURING OR AFTER CONSTRUCTION SOMETHING IS FOUND TO BE INSTALLED IN VIOLATION
OF THESE CODES LISTED ABOVE, IT SHALL BE CORRECTED BY THE CONTRACTOR.
5.WHERE A RACEWAY ENTERS A BUILDING OR STRUCTURE FROM THE OUTSIDE, IT SHALL BE SEALED AS PER NEC
225.27.
6.ALL ELECTRICAL EQUIPMENT THAT IS LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING OR MAINTENANCE
WHILE ENERGIZED SHALL BE FIELD OR FACTORY LABELED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC
ARC FLASH HAZARDS PER NEC 110.16. THE LABEL SHALL ALSO CONTAIN THE MAXIMUM AVAILABLE FAULT CURRENT
AND THE DATE THE FAULT CURRENT CALCULATIONS WERE PERFORMED AS PER NEC 110.24.
7.ALL PANELBOARDS AND SWITCHBOARDS SHALL BE PERMANENTLY MARKED TO INDICATE EACH DEVICE OR
EQUIPMENT WHERE THEIR POWER ORIGINATES AS PER NEC 408.4B.
8.ALL EQUIPMENT PROVIDED BY THE EC SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING
AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, AND BE PROPERLY INSTALLED FOR THE
CONDITIONS AND SPACE THAT EQUIPMENT IS BEING INSTALLED WITHIN.
9.THE EC SHALL INSTALL A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EACH CONDUIT RUN. CONDUIT SHALL
NOT BE USED AS AN EQUIPMENT GROUNDING CONDUCTOR. THE EC SHALL GROUND THE ELECTRICAL SYSTEM IN
ACCORDANCE WITH LOCAL AND NATIONAL CODES.
10.CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE EC
SHALL ROUTE THE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE INSTALLATION AND SHALL COORDINATE
WITH DUCTWORK, PIPING, EQUIPMENT, BUILDING STRUCTURE, AND OTHER POTENTIAL OBSTRUCTIONS.
11.THE CONTRACTOR SHALL ALLOW THE MOVEMENT, BEFORE ROUGH-IN, OF ANY ELECTRICAL PANEL, DEVICE,
LUMINAIRE, ETC. A DISTANCE OF 10 FEET WITHOUT REQUIRING ADDITIONAL COST TO THE PROJECT.
12.THE EC SHALL SECURE ALL CONDUIT TO THE STRUCTURE AS IT IS SET IN PLACE USING INDUSTRY STANDARD
METHODS AND PRACTICES. TO ASSURE ALL DEVICES ARE RIGIDLY SET, THE ELECTRICAL CONTRACTOR SHALL
SECURE ALL DEVICE BOXES WITH BRACKETS, HANGERS, ETC. DESIGNED FOR THE APPLICATION.
13.MINIMUM SIZE CONDUIT SHALL BE 3/4" UNO. CONDUIT INSTALLED WITHIN THE BUILDING IN DRY LOCATIONS WITHIN
WALL, CEILINGS, OR EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT WITH STEEL SET SCREW
FITTINGS. IN EXTERIOR LOCATIONS (EXCEPT FOR THE SERVICE ENTRANCE) THE CONDUIT SHALL BE EMT WITH
COMPRESSION GLAND TYPE FITTINGS. UNDERGROUND CONDUIT SHALL BE PVC (SCH. 40) WITH GRC ELBOWS AND
RISERS WRAPPED IN CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL.
14.FLEXIBLE CONDUIT SHALL BE LIMITED TO CONNECTIONS TO LIGHT FIXTURES AND FINAL CONNECTIONS TO MOTORS
OR OTHER EQUIPMENT SUBJECT TO VIBRATION. LENGTHS OF FLEXIBLE OR SEAL-TITE CONDUIT SHALL NOT BE
GREATER THAN 72 INCHES.
15.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EMPTY CONDUITS WITH 200LB RATED NYLON PULL CORD.
16.BEFORE ANY ELECTRICAL CONDUIT, BOXES, ETC. ARE COVERED (FLOOR, CEILINGS, WALLS, ETC.), THEY SHALL BE
APPROVED BY THE INSPECTING OFFICER (INSPECTOR).
17.WHERE WIRE SIZE IS NOT SHOWN ON THE DRAWINGS FOR 20A, 120VAC BRANCH CIRCUITS, THE CIRCUIT SHALL
CONSIST OF 2#12 (CU,THHN) + 1#12 (CU,THHN) GND IN 3/4" EMT CONDUIT. THIS WIRE SIZE SHALL BE INCREASED TO
#10 (CU,THHN) FOR BRANCH CIRCUITS WITH OVERALL LENGTHS EXCEEDING 125' TO ACCOMMODATE FOR VOLTAGE
DROP. REFER TO EQUIPMENT SCHEDULES, FEEDER SCHEDULES, AND NOTES ON DRAWINGS FOR ALL OTHER
BRANCH CIRCUIT AND FEEDER WIRE/CONDUIT SIZING.
18.CONDUCTORS SHALL BE COPPER, 600VAC RATED, TYPE THHN/THWN-2 UNO. CONDUCTORS UP TO #10AWG SHALL BE
SOLID AND CONDUCTORS #8AWG OR LARGER SHALL BE STRANDED.
19.METAL CLAD CABLING MAY BE USED BETWEEN DEVICES SUCH AS LIGHTING, RECEPTACLES, SWITCHES, ETC. UNLESS
OTHERWISE REQUIRED BY THE NEC. HOME RUNS SHALL BE INSTALLED IN CONDUIT. MC CABLE SHALL NOT BE
INSTALLED EXPOSED.
20.EC SHALL CLEAN THE ENTIRE ELECTRICAL SYSTEM AFTER COMPLETION OF THE INSTALLATION. REMOVE ALL
FINGER PRINTS, FOREIGN MATTER, PAINT, DIRT, GREASE, AND UN-NEEDED LABELS OR STICKERS FROM FIXTURES
AND EQUIPMENT. REMOVE ALL RUBBISH AND DEBRIS ACCUMULATED DURING INSTALLATION FROM THE PREMISES.
21.IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS FOR ALL DEVICES TO BE FLUSH MOUNTED AND
CONDUIT/CABLING INSTALLED CONCEALED WITHIN WALLS/CEILINGS. IN AREAS WHERE CONDUIT MUST BE
INSTALLED EXPOSED IT SHALL BE COORDINATED WITH THE ARCHITECT AND/OR ENGINEER. ALL EFFORTS SHALL BE
MADE TO CONCEAL WIRING METHODS.
22.ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND
CAULK, PUTTY, STRIP AND SHEET FORMS, DOW CORNING 3-6548 SILICONE RTV FOAM.
23.COORDINATE LOCATION OF WALL MOUNTED DEVICES WITH CABINETRY AND OTHER WALL OBSTRUCTIONS.
COORDINATE CEILING MOUNTED DEVICES WITH CEILING OBSTRUCTIONS. ANY DEVICES THAT NEED TO BE
RELOCATED MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO ROUGH-IN FOR NEW
LOCATION.
24.IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE PLACEMENT OF ALL DEVICES
INSTALLED WITHIN THE CEILING SUCH AS LIGHTING, SPEAKERS, FIRE SPRINKLERS, SMOKE/HEAT DETECTORS, ETC.
ANY EXISTING DEVICES THAT NEED TO BE RELOCATED IN ORDER TO ACCOMMODATE NEW
CONSTRUCTION/REMODEL MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO
ROUGH-IN FOR RESOLUTION AND FURTHER DIRECTION.
REMODEL NOTES:
24.THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE EXISTING POWER PANELS FROM WHICH
NEW CIRCUITS ARE BEING FED. VERIFY EXISTING BRANCH CIRCUIT BREAKERS AND PROVIDE NEW BRANCH CIRCUIT
BREAKERS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.
25.THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE TELECOM ROOM FROM WHICH NEW
TELE/DATA OUTLETS WILL BE FED. VERIFY EXISTING PATCH PANEL SPACES AND PROVIDE NEW PATCH PANELS AS
NECESSARY TO LAND/TERMINATE NEW TELECOM CABLING.
26.26.ALL DEVICES NOT SHOWN ON PLANS ARE EXISTING TO REMAIN IN PLACE AND FUNCTIONAL. IN THE EVENT
THAT WIRING TO AN EXISTING DEVICE IS DAMAGED, WIRING MUST BE REPLACED AND DEVICE BROUGHT BACK TO
FULL OPERATION.
LIGHTING NOTES:
27.ALL BATTERY POWERED OR CONTINUOUS BURN LUMINAIRES SHOWN ON THE PLANS, SUCH AS EXIT LIGHTS, NIGHT
LIGHTS, OR EMERGENCY LIGHTS, SHALL BE CONNECTED TO THE UN-SWITCHED LEG OF THE LIGHTING CIRCUIT
FEEDING THAT AREA.
28.LUMINAIRES INSTALLED IN THE MECHANICAL ROOM SHALL BE PLACED SO THAT ALL EQUIPMENT IS ADEQUATELY
ILLUMINATED AFTER THE MECHANICAL EQUIPMENT IS IN PLACE.
29.ALL LUMINAIRES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND NOT THE CEILING GRID OR OTHER
NONSTRUCTURAL MEMBERS.
30.TO MAINTAIN CONSISTENT LIGHT QUALITY, FOR ANY ONE LAMP TYPE SUPPLIED, LAMPS SHALL BE OF THE SAME
MANUFACTURER, SURFACE TEMPERATURE, COLOR RENDERING INDEX, LAMP EFFICACY, LUMEN OUTPUT, AND
STARTING CHARACTERISTICS FOR ALL INSTALLED.
31.LIGHT FIXTURES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE UL LISTED FOR INSTALLATION IN THE PROPER
ENVIRONMENT. CARE SHOULD BE TAKEN TO ENSURE THAT DIFFUSERS AND LENSES ARE APPROPRIATE FOR THEIR
INSTALLED USE AND PREMATURE DISCOLORATION WILL NOT RESULT DUE TO EXPOSURE TO UV LIGHT, CHEMICALS,
OR OTHER CONDITIONS.
32.ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING CONTROL SHOP DRAWINGS WITH ELECTRICAL SUBMITTAL FOR
REVIEW.
POWER NOTES:
33.ELECTRICAL CONTRACTOR SHALL CONFIRM MINIMUM CODE (NEC) WORKING CLEARANCE BEFORE INSTALLING ANY
ELECTRICAL PANELS OR CABINETS AND SHALL MOVE THE PANELS IF REJECTED BY AN INSPECTOR. IF CLEARANCE IS
NOT POSSIBLE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING.
34.WIRING DEVICES SHALL HAVE A NYLON COVER PLATE. COLOR SHALL BE COORDINATED WITH ARCHITECT.
EXTERIOR OUTLETS SHALL HAVE CAST COVERS WITH FLIP TYPE LIDS UNO.
35.THE EC SHALL MAINTAIN ELECTRICAL CONTINUITY TO REMAINING EQUIPMENT WHEN ANY EXISTING ELECTRICAL
EQUIPMENT IS REMOVED.
36.EC SHALL COORDINATE WITH EQUIPMENT SUPPLIERS ON THE EXACT LOCATIONS OF ALL EQUIPMENT AND
ELECTRICAL CONNECTIONS PRIOR TO ROUGH-IN. THE EC SHALL MAKE THE FINAL CONNECTION TO ALL EQUIPMENT
UNLESS OTHERWISE DIRECTED BY THE EQUIPMENT SUPPLIER. OBTAIN FROM SUPPLIERS ALL WIRING DIAGRAMS
FOR EQUIPMENT PRIOR TO ANY ROUGH-IN. TO ASSURE THAT PROPER CHARACTERISTICS ARE PROVIDED, ANY
INCORRECT WIRING OR DEVICES INSTALLED BY THE EC WITHOUT THE WIRING DIAGRAM SHALL BE CORRECTED AT
THE EC'S EXPENSE. PROVIDE COPIES OF WIRING DIAGRAMS WITHIN EACH PIECE OF EQUIPMENT AND ADDITIONAL
COPIES WITH THE OPERATION AND MAINTENANCE MANUALS.
37.EC SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO PROVIDE CONDUIT AND DEVICE MOUNTING BOXES
FOR THERMOSTATS AND OTHER MECHANICAL CONTROLS. REFER TO MECHANICAL DRAWINGS FOR THE LOCATION
OF THERMOSTATS.
38.PROVIDE A 20AMP, 120VAC RECEPTACLE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING,
AIR CONDITIONING, AND REFRIGERATION EQUIPMENT PER NEC 210.63. RECEPTACLE SHALL BE OF THE GROUND
FAULT CIRCUIT INTERRUPTING TYPE, INSTALLED WITHIN A CAST METAL BOX, AND WITHIN 25' OF ALL REQUIRED
EQUIPMENT.
DATA/TELECOM NOTES:
39.THE ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH-IN ONLY FOR THE TELECOM/CAT6 SYSTEMS. THIS SHALL
CONSIST OF A FOUR SQUARE DEVICE MOUNTING BOX WITH CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE OR TO
THE CEILING SPACE ABOVE IF OPEN. CABLING, JACKS, FACEPLATES, TESTING AND TERMINATIONS SHALL BE
PROVIDED AND INSTALLED BY OTHERS.
ROOF NOTES:
40.ELECTRICAL CONTRACTOR TO INSTALL A ROOF JACK (BOOT) FOR ALL CONDUIT PENETRATIONS THROUGH THE ROOF.
ALL ROOF PENETRATION SEALS SHALL BE IN ACCORDANCE WITH THE ROOF WARRANTY AND BE COMPLETELY
SEALED WITH ROOF ADHESIVE. UTILIZE PROPER CLAMPING METHODS TO SEAL BOOT AROUND CONDUIT.
ELECTRICAL GENERAL NOTES
CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E000
DL DL DL DL
DLDLDLDL
DL
DL
DLDL
DL
DL
DL
DL
DL
PL1
PL1
PL1 PL1 PL1
PL1
PL1 PL1 PL1 PL1 PL1 PL1
PL1
PL1
PL1
DLDL
PL2
DL
S3
S3
SOS SOS
PL2
DL
GL
GL
GL
GLGLE
GL
GL
GL
GL
GL
GL GL
GL GLE GL
PL2
DL DL
EX
EX
EX
EX
EX
OW1 OW1
OW1 OWE
OW1
OW1
OW1
OW1
OW2E
OW2E
OW2E OW2E
S
S
bbbb
bb
b b
b
b
b
b
ccc
c c
c
c
c c
c
c c
c
c
c
c c c c c
c
c
cc
a
a
a
a
a
a
a
a
a
a a
a
aa
Sa
b
c
1 1
C- 24
C-26
2
3
S
O
S
3
3
PL1
c
J 5
DLbDL
b
GLE
GLE
GLE
EX
EXEM
EM EM EM
EM
4
4
4 4
LI
G
H
T
I
N
G
P
L
A
N
E101
1 LIGHTING PLAN
SCALE: 1/4" = 1'-0"
GENERAL NOTES
KEYED NOTES#
A.CONNECT ALL EMERGENCY AND EXIT LIGHT FIXTURES TO
THE UNSWITCHED SIDE OF THE LIGHTING BRANCH CIRCUIT.
LIGHT FIXTURES WITH EMERGENCY DRIVERS SHALL BE
NORMALLY SWITCHED WITH THE AREA LIGHTING, BUT HAVE
THEIR EMERGENCY DRIVERS CONNECTED AHEAD OF THE
LIGHT SWITCH OR LIGHTING CONTROL PANEL RELAY.
FIXTURES WILL REMAIN ON FOR NOT LESS THAN 90 MINUTES
IN CASE OF POWER LOSS.
B.IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS THAT
CONDUIT IS TO BE INSTALLED WITHIN WALLS AND ABOVE
CEILINGS CONCEALED WHERE POSSIBLE.
C.COORDINATE MOUNTING HEIGHTS OF ALL PENDANT AND
WALL MOUNTED LIGHT FIXTURES WITH ARCHITECTURAL
ELEVATIONS.
D.ELECTRICIAN TO VERIFY FIXTURE DIMMING CONTROLS AND
TO PROVIDE THE NECESSARY WIRING AND DEVICES
REQUIRED FOR DIMMING OPERATION.
E.EC TO CONCEAL ALL FIXTURE DRIVERS IN ACCESSIBLE
CEILING SPACE OUT OF DIRECT VIEW.
1.PROVIDE A WALL MOUNT DUAL TECH TWO POLE OCC.
SENSOR FOR RESTROOM LIGHT AND FAN CONTROL.
(SENSOR SWITCH #WSX PDT 2P OR EQUIVALENT).
2.CONNECT NEW EXTERIOR LIGHTING TO EXISTING EXTERIOR
CIRCUIT AND CONTROLS.
3.REPLACE EXISTING LIGHT FIXTURE WITH NEW. VERIFY
CIRCUIT CONTROLS ARE OPERATING CORRECTLY.
4.EXTERIOR SOLAR POWERED EGRESS FIXTURE. MOUNT
FIXTURE AT 8'-3" AFF TO CENTER OF FIXTURE.
5.VERIFY SIGN MOUNTING HEIGHTS WITH ARCHITECTURAL
ELEVATIONS. COORDINATE CONNECTION REQUIREMENTS
WITH THE SIGN VENDOR PRIOR TO CONSTRUCTION.
LTG CTRL
LIGHTING AND CONTROLS ARE DESIGNED TO MEET IECC 2018.
LIGHTING CONTROL PANEL WILL BE PROGRAMMED TO TURN
LIGHTS ON AND OFF FOR HOURS OF OPERATION.
LOW VOLTAGE SWITCHES WILL ACT AS OVERRIDES TO TIME
SCHEDULING.
PHOTOCELLS WILL AUTOMATICALLY DIM LIGHTS WHEN
DAYLIGHTING IS AVAILABLE.
OCCUPANCY SENSORS WILL CONTROL LIGHTING IN RESTROOMS,
UTILITY, AND BREAK ROOMS.
WALL MOUNTED DIMMABLE OCC. SENSORS WILL BE PROVIDED IN
PRIVATE OFFICES AND CONFERENCE ROOMS. OCCUPANCY
SENSORS SHALL BE MANUAL ON OR CONTROLLED TO
AUTOMATICALLY TURN ON TO NOT MORE THAN 50-PERCENT.
(C405.2.1.1)
MAIN LEVEL LIGHTING EXEMPT FROM DAYLIGHTING
REQUIREMENTS PER IECC 2018 C405.2.3 EXEMPTIONS - 3. (A2
AND GROUP 'M' OCCUPANCY)
CORRIDOR, AND STAIRWELL LIGHTING ARE EXEMPT FROM
LIGHTING CONTROLS PER IECC 2018 C405.2
KITCHEN AUTOMATIC LIGHTING CONTROLS NOT REQUIRED PER
(C405.2.2 - EXCEPTION 2 (SPACES WHERE AUTOMATIC
SHUTOFF WOULD ENDANGER OCCUPANT SAFETY). MANUAL
DIMMER SWITCHES PROVIDED.
EXTERIOR LIGHTING SHALL BE PROGRAMMED TO TURN ON AT 6
A.M. AND OFF AT MIDNIGHT. PHOTOCELL WILL
AUTOMATICALLY TURN LIGHTS OFF WHEN DAYLIGHTING IS
PRESENT AND SATISFIES THE LIGHTING NEEDS. (C405.2.6.1 -
C405.2.6.3)
BUILDING FACADE AND LANDSCAPE LIGHTING SHALL BE
PROGRAMMED TO SHUT OFF NOT LATER THAN 1 HOUR
AFTER BUSINESS CLOSING TO NOT EARLIER THAN 1 HOUR
BEFORE BUSINESS OPENS. (C405.2.6.2)
SEQUENCE OF OPERATION
CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E101
S
T
44"44"
48"
84"
36"36"
A-28A-13A-33A-40A-37A-23
'C'
'B'
'A'
1
C-13
C-14
C-152
C-16C-18
C-17
C-19
C-20
C-21
3 4
2
C-28
C-30
5
SSS
6
6
6
7
RT
1
F
(ROOF)
WP
C-25,27,29
8C-31
WH
1
RP
1
9
GENERAL NOTES
KEYED NOTES
1.LOCATION OF EXISTING ELECTRICAL PANELS. REPAIR AND
REPLACE AS NEEDED.
2.MOUNT POS SYSTEM RECEPTACLES AND DATA OUTLETS AT
24" AFF ON THE KITCHEN SIDE OF THE CABINETRY REAR
WALL. COORDINATE CONDUIT ROUTING AND MOUNTING OF
THE OUTLET BOXES WITH THE MILLWORK CONTRACTOR.
3.RELOCATE EXISTING EQUIPMENT AND EXISTING CIRCUITRY
TO NEW LOCATION SHOWN. VERIFY ALL ELECTRICAL
LOCATED UNDER THE HOOD IS SHUNT PROTECTED AND
INTERLOCKED WITH THE HOOD ANSUL SYSTEM.
4.COORDINATE THE RELOCATION OF EXISTING HOOD TO NEW
LOCATION WITH MECHANICAL CONTRACTOR.
5.MOUNT SAFE RECEPTACLE AND DATA OUTLET AT 24" AFF ON
THE KITCHEN SIDE OF THE CABINETRY REAR WALL.
COORDINATE CONDUIT ROUTING AND MOUNTING OF THE
OUTLET BOXES WITH THE MILLWORK CONTRACTOR.
6.EXISTING ELECTRICAL IN THIS AREA TO REMAIN. REPLACE
ALL ELECTRICAL DEVICES WITH NEW
7.CONNECT SPEAKER LOOP TO EXISTING LOBBY SPEAKER
SYSTEM. FIELD COORDINATE LOCATIONS OF EXISTING
SPEAKERS.
8.COORDINATE LOCATION OF GAS WATER HEATER AND
RECIRC PUMP PRIOR TO ROUGH IN.
9.CIRCUIT WITH EXISTING ROOFTOP RECEPTACLES.
#
PO
W
E
R
P
L
A
N
E201
1 POWER PLAN
SCALE: 1/4" = 1'-0"
CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E201
A.COORDINATE FINAL OUTLET LAYOUT AND MOUNTING
HEIGHTS WITH MILLWORK CONTRACTOR PRIOR TO
ROUGH-IN.
B.VERIFY AND COORDINATE EXACT ELECTRICAL
REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S
RECOMMENDATIONS PRIOR TO INSTALLATION OF
EQUIPMENT.
C.EC TO PROVIDE CIRCUIT LABELS ON THE FACE OF EACH
RECEPTACLE PLATE CLEARLY LABELING THE CIRCUIT.
D.ALL RECEPTACLES TO BE MOUNTED AT 18" AFF UNLESS
OTHERWISE NOTED.
EL
E
C
T
R
I
C
A
L
SC
H
E
D
U
L
E
S
CONSULTING ENGINEERS, INC.
2117 South 3600 West, Salt Lake City, UT 84119
(801) 566-0503 www.rmceut.com Project #
ROCKY MOUNTAIN E601