HomeMy WebLinkAboutB13-0045 plans approvedSITE
TY
P
E
1
TY
P
E
2
TY
P
E
E
1
TY
P
E
E
2
TY
P
E
3
TY
P
E
4
TY
P
E
5
TY
P
E
6
EX
T
E
R
I
O
R
IN
T
E
R
I
O
R
7/
8
"
S
T
U
C
C
O
S
Y
S
T
E
M
BU
I
L
D
I
N
G
W
R
A
P
/
W
E
A
T
H
E
R
B
A
R
R
I
E
R
6"
C
M
U
2
1
/
2
"
R
I
G
I
D
I
N
S
U
L
.
(
R
-
1
3
.
3
M
I
N
.
)
O
N
Z
-
F
U
R
R
I
N
G
S
T
R
I
P
S
@
1
6
"
O
.
C
.
VA
P
O
R
B
A
R
R
I
E
R
1
L
A
Y
E
R
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
O
N
M
E
T
A
L
F
U
R
R
I
N
G
EX
T
E
R
I
O
R
IN
T
E
R
I
O
R
7/
8
"
S
T
U
C
C
O
S
Y
S
T
E
M
BU
I
L
D
I
N
G
W
R
A
P
/
W
E
A
T
H
E
R
B
A
R
R
I
E
R
5/
8
"
O
S
B
S
H
E
A
T
H
I
N
G
5
1
/
2
"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
W
I
T
H
R
-
2
1
B
A
T
T
I
N
S
U
L
A
T
I
O
N
VA
P
O
R
B
A
R
R
I
E
R
1
L
A
Y
E
R
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
2
L
A
Y
E
R
S
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
6"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
W
I
T
H
B
A
T
T
I
N
S
U
L
A
T
I
O
N
2
L
A
Y
E
R
S
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
2
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
4
1
1
2
L
A
Y
E
R
S
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
7/
8
"
M
E
T
A
L
C
H
A
N
N
E
L
S
@
1
6
"
O
.
C
.
6"
C
O
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
-
S
E
E
S
T
R
U
C
T
U
R
A
L
2
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
9
0
6
6"
C
O
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
-
S
E
E
S
T
R
U
C
T
U
R
A
L
2
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
9
0
6
1
L
A
Y
E
R
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
2X
4
W
O
O
D
S
T
U
D
S
A
T
1
6
"
O
.
C
.
W
I
T
H
B
A
T
T
I
N
S
U
L
A
T
I
O
N
1
L
A
Y
E
R
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
1
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
3
0
5
GY
P
S
U
M
P
L
A
S
T
E
R
S
K
I
M
C
O
A
T
W
I
T
H
T
E
X
T
U
R
E
7/
8
"
S
T
U
C
C
O
S
Y
S
T
E
M
(
E
X
I
S
T
I
N
G
)
8"
C
O
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
S
(
E
X
I
S
T
I
N
G
)
1
L
A
Y
E
R
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
(
E
X
I
S
T
I
N
G
)
1
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
9
0
5
1
L
A
Y
E
R
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
2X
6
W
O
O
D
S
T
U
D
S
A
T
1
6
"
O
N
C
E
N
T
E
R
W
I
T
H
B
A
T
T
I
N
S
U
L
A
T
I
O
N
1
L
A
Y
E
R
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
1
H
O
U
R
R
A
T
E
D
IB
C
T
A
B
L
E
7
2
1
.
1
(
2
)
:
A
S
S
E
M
B
L
Y
1
5
-
1
.
1
3
TY
P
E
E
3
WO
O
D
S
I
D
I
N
G
BU
I
L
D
I
N
G
W
R
A
P
/
W
E
A
T
H
E
R
B
A
R
R
I
E
R
2
L
A
Y
E
R
S
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
5-
1
/
2
"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
W
I
T
H
R
-
2
1
B
A
T
T
I
N
S
U
L
A
T
I
O
N
2
L
A
Y
E
R
S
5
/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
2
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
4
2
3
EX
T
E
R
I
O
R
IN
T
E
R
I
O
R
TY
P
E
7
1
L
A
Y
E
R
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
5
1
/
2
"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
W
I
T
H
B
A
T
T
I
N
S
U
L
A
T
I
O
N
1
L
A
Y
E
R
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
1
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
4
1
1
TY
P
E
E
4
WO
O
D
S
I
D
I
N
G
BU
I
L
D
I
N
G
W
R
A
P
/
W
E
A
T
H
E
R
B
A
R
R
I
E
R
5/
8
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
B
O
A
R
D
5
1
/
2
"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
W
I
T
H
R
-
2
1
B
A
T
T
I
N
S
U
L
A
T
I
O
N
2
1
/
2
"
M
E
T
A
L
F
U
R
R
I
N
G
S
T
R
I
P
S
(
T
O
A
L
I
G
N
W
I
T
H
I
N
T
E
R
I
O
R
F
A
C
E
O
F
WA
L
L
S
T
U
D
S
B
E
L
O
W
.
1
L
A
Y
E
R
1
/
2
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
1
L
A
Y
E
R
1
/
2
"
T
Y
P
E
"
X
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
(
A
L
I
G
N
W
I
T
H
B
E
L
O
W
)
EX
T
E
R
I
O
R
IN
T
E
R
I
O
R
TY
P
E
8
GY
P
S
U
M
S
K
I
M
C
O
A
T
A
N
D
T
E
X
T
U
R
E
T
O
A
L
I
G
N
W
I
T
H
E
X
I
S
T
I
N
G
1
L
A
Y
E
R
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
7/
8
"
M
E
T
A
L
C
H
A
N
N
E
L
S
@
1
6
"
O
.
C
.
5
1
/
2
"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
W
I
T
H
B
A
T
T
I
N
S
U
L
A
T
I
O
N
1
L
A
Y
E
R
5
/
8
"
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
(
A
L
I
G
N
W
I
T
H
E
X
I
S
T
I
N
G
)
1
H
O
U
R
R
A
T
E
D
UL
D
E
S
I
G
N
:
U
9
0
5
RE
S
I
D
E
N
T
I
A
L
U
N
I
T
CI
R
C
U
L
A
T
I
O
N
/
L
O
B
B
Y
RE
S
I
D
E
N
T
I
A
L
U
N
I
T
CI
R
C
U
L
A
T
I
O
N
/
L
O
B
B
Y
TY
P
E
E
5
N
O
N
-
L
O
A
D
B
E
A
R
I
N
G
WO
O
D
S
I
D
I
N
I
N
G
BU
I
L
D
I
N
G
W
R
A
P
/
W
E
A
T
H
E
R
B
A
R
R
I
E
R
5/
8
"
O
S
B
S
H
E
A
T
H
I
N
G
1
L
A
Y
E
R
S
5
/
8
"
T
Y
P
E
"
X
'
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
5
1
/
2
"
M
E
T
A
L
S
T
U
D
S
@
1
6
"
O
.
C
.
W
I
T
H
R
-
2
1
B
A
T
T
IN
S
U
L
A
T
I
O
N
TY
P
E
F
1
2"
X
2
4
"
V
E
R
T
I
C
A
L
,
B
E
L
O
W
G
R
A
D
E
(
R
V
A
L
U
E
=
1
0
M
I
N
.
)
R
I
G
I
D
IN
S
U
L
A
T
I
O
N
8"
C
A
S
T
-
I
N
-
P
L
A
C
E
C
O
N
C
R
E
T
E
2
H
O
U
R
R
A
T
E
D
IB
C
T
A
B
L
E
7
2
1
.
1
(
2
)
:
M
A
T
E
R
I
A
L
4
-
1
.
1
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO G0.0COVER / CODE DATA / WALL TYPESVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTALDRAWING INDEX
VI
L
L
A
V
A
L
H
A
L
L
A
C
O
M
M
O
N
A
R
E
A
I
M
P
R
O
V
E
M
E
N
T
S
PR
O
J
E
C
T
D
I
R
E
C
T
O
R
Y
AD
M
I
N
I
S
T
R
A
T
I
V
E
I
N
F
O
.
CO
D
E
D
A
T
A
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
AR
C
H
I
T
E
C
T
:
P
I
E
R
C
E
A
R
C
H
I
T
E
C
T
S
BI
L
L
P
I
E
R
C
E
,
P
I
C
/
J
I
M
B
U
C
K
N
E
R
.
PR
O
J
E
C
T
A
R
C
H
I
T
E
C
T
AD
D
R
E
S
S
1
6
5
0
E
.
V
A
I
L
V
A
L
L
E
Y
D
R
I
V
E
,
C
1
VA
I
L
,
C
O
L
O
R
A
D
O
8
1
6
5
7
PH
O
N
E
P
:
9
7
0
.
4
7
6
.
6
3
4
2
EM
A
I
L
B
I
L
L
@
V
A
I
L
A
R
C
H
I
T
E
C
T
S
.
C
O
M
/
JB
U
C
K
N
E
R
@
V
A
I
L
A
R
C
H
I
T
E
C
T
S
.
C
O
M
CO
N
T
R
A
C
T
O
R
:
G
E
J
O
H
N
S
O
N
JO
H
N
H
A
L
L
O
R
A
N
AD
D
R
E
S
S
4
0
8
0
0
H
i
g
h
w
a
y
6
,
S
u
i
t
e
8
Av
o
n
,
C
O
8
1
6
2
PH
O
N
E
9
7
0
.
8
4
5
.
0
2
8
2
M:
9
7
0
.
4
7
1
.
6
0
4
8
EM
A
I
L
h
a
l
l
o
r
a
n
j
@
G
E
J
o
h
n
s
o
n
.
c
o
m
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
:
B
O
Y
L
E
E
N
G
I
N
E
E
R
I
N
G
TI
M
B
O
Y
L
E
,
P
E
AD
D
R
E
S
S
1
6
5
0
F
A
L
L
R
I
D
G
E
R
O
A
D
SU
I
T
E
PH
O
N
E
P
:
9
7
0
.
4
7
6
.
2
1
7
0
EM
A
I
L
E
:
b
o
y
l
e
e
n
g
@
q
w
e
s
t
o
f
f
i
c
e
.
n
e
t
ME
C
H
A
N
I
C
A
L
E
N
G
I
N
E
E
R
:
A
E
C
EL
E
C
T
R
I
C
A
L
E
N
G
I
N
E
E
R
S
T
A
N
H
U
M
P
H
R
I
E
S
AD
D
R
E
S
S
4
0
8
0
1
H
W
Y
6
&
2
4
,
S
T
E
2
1
4
AV
O
N
,
C
O
8
1
6
2
0
PH
O
N
E
P
:
9
7
0
.
7
4
8
.
8
5
2
0
EM
A
I
L
E
:
s
t
a
n
@
a
e
c
-
v
a
i
l
.
c
o
m
DRAWING INDEX SheetNumberSheet NameCONSTRUCTIONDOCUMENTS G0.0COVER / CODE DATA / WALL TYPES21 MAR 2013 Job #1593SURVEY20 MAR 2013 S2.1STRUCTURAL21 MAR 2013 S2.2STRUCTURAL21 MAR 2013 A0.1DEMOLITION FLOOR PLANS21 MAR 2013 A0.2DEMOLITION FLOOR PLANS21 MAR 2013 A0.3DEMOLITION ELEVATIONS21 MAR 2013 A2.1BASEMENT FLOOR PLAN21 MAR 2013 A2.2FIRST & SECOND LEVEL PLANS21 MAR 2013 A2.3THIRD AND LOFT LEVEL PLANS21 MAR 2013 A2.4ROOF PLANS21 MAR 2013 A3.1ELEVATIONS21 MAR 2013 A3.2ELEVATIONS21 MAR 2013 A4.1BUILDING SECTIONS21 MAR 2013 A5.1ENLARGED FLOOR PLANS21 MAR 2013 A5.2ENLARGED FLOOR PLANS21 MAR 2013 A7.1REFLECTED CEILING PLANS21 MAR 2013 A7.2REFLECTED CEILING PLANS21 MAR 2013 A8.1EXTERIOR DETAILS21 MAR 2013 A8.2DOORS & WINDOWS21 MAR 2013 M1.0MECHANICAL SPECS LEGEND & DETAILS21 MAR 2013 M2.0HVAC PLANS21 MAR 2013 E1.0ELECTRICAL SPECS LEGEND & DETAILS21 MAR 2013 E1.1ELECTRICAL ONE-LINE & PANEL SCHEDULES21 MAR 2013 E1.2ELECTRICAL LOAD CALCS & PANEL SCHEDULES21 MAR 2013 E2.0BASEMENT ELECTRICAL PLAN21 MAR 2013 E2.11ST FLOOR ELECTRICAL PLAN21 MAR 2013 E2.22ND FLOOR ELECTRICAL PLAN21 MAR 2013 E2.33RD FLOOR ELECTRICAL PLAN21 MAR 2013 VICINITY MAP
CO
N
S
T
R
U
C
T
I
O
N
T
Y
P
E
:
I
I
I
-
B,
F
U
L
L
Y
-
S
P
R
I
N
K
L
E
R
E
D
OC
C
U
P
A
N
C
Y
:
R
-
2
NO
A
D
D
I
T
I
O
N
A
L
G
R
F
A
P
R
O
P
O
S
E
D
AP
P
L
I
C
A
B
L
E
C
O
D
E
S
:
20
1
2
I
N
T
E
R
N
A
T
I
O
N
A
L
C
O
D
E
S
In
t
e
r
n
a
t
i
o
n
a
l
Bu
i
l
d
i
n
g
C
o
d
e
In
t
e
r
n
a
t
i
o
n
a
l
R
e
s
i
d
e
n
t
i
a
l
C
o
d
e
In
t
e
r
n
a
t
i
o
n
a
l
F
i
r
e
C
o
d
e
In
t
e
r
n
a
t
i
o
n
a
l
Pl
u
m
b
i
n
g
C
o
d
e
In
t
e
r
n
a
t
i
o
n
a
l
M
e
c
h
a
n
i
c
a
l
C
o
d
e
In
t
e
r
n
a
t
i
o
n
a
l
F
u
e
l
G
a
s
C
o
d
e
In
t
e
r
n
a
t
i
o
n
a
l
E
n
e
r
g
y
C
o
n
s
e
r
v
a
t
i
o
n
C
o
d
e
In
t
e
r
n
a
t
i
o
n
a
l
P
e
r
f
o
r
m
a
n
c
e
C
o
d
e
f
o
r
B
u
i
l
d
i
n
g
a
n
d
F
a
c
i
l
i
t
i
e
s
20
1
1
N
a
t
i
o
n
a
l
E
l
e
c
t
r
i
c
a
l
C
o
d
e
AD
D
R
E
S
S
:
3
8
4
G
O
R
E
C
R
E
E
K
D
R
I
V
E
,
V
A
I
L
,
C
O
8
1
6
5
7
PA
R
C
E
L
N
U
M
B
E
R
:
2
1
0
1
-
0
8
2
-
3
8
0
0
-
4
WA
L
L
T
Y
P
E
S
Ap
p
r
o
v
e
d
b
y
t
h
e
De
s
i
g
n
R
e
v
i
e
w
B
o
a
r
d
By
Wa
r
r
e
n
Ca
m
p
b
e
l
l
(w
c
a
m
p
b
e
l
l
@
v
a
i
l
g
o
v
.
c
o
m
)
at
3:
4
7
pm
,
Ap
r
02
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
5
pm
,
Ap
r
09
,
20
1
3
Ap
p
r
o
v
e
d
b
y
t
h
e
De
s
i
g
n
R
e
v
i
e
w
B
o
a
r
d
By
Wa
r
r
e
n
Ca
m
p
b
e
l
l
(w
c
a
m
p
b
e
l
l
@
v
a
i
l
g
o
v
.
c
o
m
)
at
3:
4
7
pm
,
Ap
r
02
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
5
pm
,
Ap
r
09
,
20
1
3
SE
C
T
I
O
N
A
NO
S
C
A
L
E
#4
@
1
6
"
O
.
C
.
2
#
5
C
O
N
T
.
TO
P
&
B
O
T
6"
2"
#4
@
1
6
"
O
.
C
.
26
18
MC
8
x
8
.
5
C
H
A
N
N
E
L
L
E
D
G
E
R
W
I
T
H
5/8"
D
I
A
M
E
T
E
R
x
6
"
EX
P
A
N
S
I
O
N
B
O
L
T
S
@
2
4
"
O
.
C
.
(
S
T
A
G
G
E
R
E
D
)
6x
6
-
W
2
.
1
x
W
2
.
1
W
W
F
8"
2
#
5
C
O
N
T
.
6
1
8
8"
8"
10"
#4
@
1
6
"
O
.
C
.
SE
C
T
I
O
N
B
NO
S
C
A
L
E
#4
@
1
6
"
O
.
C
.
2
#
5
C
O
N
T
.
TO
P
&
B
O
T
6"
2"
8"
2
#
5
C
O
N
T
.
6
1
8
8"
8"
#4
@
1
6
"
O
.
C
.
CU
T
D
O
W
N
EX
I
S
T
I
N
G
W
A
L
L
#5
@
1
0
"
O
.
C
.
E
.
W
.
4"
S
L
A
B
%%
2
3
9
"
E
X
P
A
N
S
I
O
N
MA
T
E
R
I
A
L
4"
4"
EX
I
S
T
I
N
G
W
A
L
L
#4
D
O
W
E
L
S
@
1
6
"
O
.
C
.
12
18
DR
I
L
L
&
E
P
O
X
Y
G
R
O
U
T
SE
C
T
I
O
N
C
NO
S
C
A
L
E
#4
@
1
6
"
O
.
C
.
2
#
5
C
O
N
T
.
TO
P
&
B
O
T
6"
2"
6x
6
-
W
2
.
1
x
W
2
.
1
W
W
F
8"
2
#
5
C
O
N
T
.
6
1
8
8"
8"
10"
#4
@
1
6
"
O
.
C
.
4"
S
L
A
B
ï"
E
X
P
A
N
S
I
O
N
MA
T
E
R
I
A
L
EX
I
S
T
I
N
G
W
A
L
L
SE
C
T
I
O
N
D
NO
S
C
A
L
E
#4
@
1
6
"
O
.
C
.
2
#
5
C
O
N
T
.
TO
P
&
B
O
T
6
1
8
#4
@
1
6
"
O
.
C
.
4"
S
L
A
B
%%
2
3
9
"
E
X
P
A
N
S
I
O
N
MA
T
E
R
I
A
L
4"
2"
10"
4"
4'-0"
4'-7"
10"4'-10"
3'-9"
6"
6"
C
M
U
W
A
L
L
6"
C
I
P
C
O
N
C
R
E
T
E
W
A
L
L
EX
T
E
N
D
V
E
R
T
I
C
A
L
S
T
E
E
L
12
"
I
N
T
O
C
M
U
W
A
L
L
#4
@
1
6
"
O
.
C
.
GR
O
U
T
C
E
L
L
S
S
O
L
I
D
#6
D
U
R
-
O
-
W
A
L
L
@
1
6
"
O
.
C
.
ED
G
E
O
F
P
A
D
F
L
U
S
H
W
I
T
H
FA
C
E
O
F
W
A
L
L
A
T
D
/
S
I
M
.
6" CMU SHAFT WALLS, TYPICAL 3 SIDES. PROVIDE #4@16" O.C. VERTICAL (GROUT CELLS SOLID), ANDBOND BEAM AT FLOORS (OR 8' O.C.) WITH 2 #4 CONT.PROVIDE #6 DUR-O-WALL LADDER REINFORCING @16" O.C. HORIZONTAL.PROVIDE 3/16" X 6" EMBED PLATE AT NORTHFLOOR EDGE OF SHAFT OPENING, TYPICAL ALLLEVELS, FOR ELEVATOR SILL ASSEMBLYSUPPORT.
HS
S
1
0
X
2
X
1
/
4
F
O
R
A
L
L
ST
A
I
R
S
T
R
I
N
G
E
R
S
TY
P
I
C
A
L
D
E
C
K
I
N
G
S
Y
S
T
E
M
A
T
LA
N
D
I
N
G
S
HSS 10X2X1/4 FOR ALLSTAIR STRINGERS ALL STAIR TREADS SHALL BE C12X20.7WELDED TO STRINGERS
TY
P
I
C
A
L
D
E
C
K
I
N
G
S
Y
S
T
E
M
AT
L
A
N
D
I
N
G
S
MC 8 X 8.5CUT BACK EXISTING FOOTING FLUSH WITHFACE OF WALL AT ELEVATOR SHAFT TO PROVIDE COMPLETE SEPARATION BETWEENNEW AND EXISTING FOOTINGS DSIM.ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO S2.1STRUCTURALVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
1
/
4
"
=
1
'
-
0
"
2
FI
R
S
T
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
1
/
4
"
=
1
'
-
0
"
3
SE
C
O
N
D
/
T
H
I
R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
1
/
4
"
=
1
'
-
0
"
1
FO
U
N
D
A
T
I
O
N
P
L
A
N
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
5
pm
,
Ap
r
09
,
20
1
3
Sp
e
c
i
a
l
In
s
p
e
c
t
i
o
n
re
q
u
i
r
e
d
fo
r
ex
p
a
n
s
i
o
n
bo
l
t
W
6
X
1
5
CU
T
B
A
C
K
A
N
D
S
H
O
R
E
EX
I
S
T
I
N
G
R
A
F
T
E
R
S
.
A
D
D
N
E
W
8"
C
M
U
W
A
L
L
O
N
T
O
P
O
F
EX
I
S
T
I
N
G
.
P
R
O
V
I
D
E
#
4
@
3
2
"
O.
C
.
I
N
N
E
W
W
A
L
L
.
P
R
O
V
I
D
E
BO
N
D
B
E
A
M
W
/
2
#
4
C
O
N
T
.
I
N
TO
P
O
F
N
E
W
W
A
L
L
.
E
X
T
E
N
D
#
4@
3
2
"
O
.
C
.
V
E
R
T
I
C
A
L
S
T
E
E
L
DO
W
N
1
6
"
I
N
T
O
T
O
P
O
F
EX
I
S
T
I
G
W
A
L
L
&
G
R
O
U
T
.
(3
)
-
1
3
/
4
"
X
1
1
7
/
8
"
L
V
L
FL
U
S
H
H
E
A
D
E
R
I
N
T
O
P
O
F
NE
W
W
A
L
L
.
LU
S
2
1
0
-
2
HA
N
G
E
R
S
BEARING WALLS: EXTEND EXISTING WALLS WITH 550S162-54 STEEL STUDS @ 16" O.C. PROVIDE STANDARD 16 GAUGE TRACK TOP &BOTTOM. CUT OUT EXISTING PURLINS & BEAR BOTTOM TRACK DIRECTLY ON EXISTING WALL TOP PLATE. PROVIDE STIFFCLIP FS125 STRAPS ACROSS JOINT BOTH SIDES OF EACH STUD.ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO S2.2STRUCTURALVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
1
/
4
"
=
1
'
-
0
"
1
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
7
pm
,
Ap
r
09
,
20
1
3
DN
DN
RE
F
.
RE
F
.
RE
F
.
UN
I
T
1
2
UNIT 11 WOOD FP REMOVE ALL EXISTING METER ANDPANEL ENCLOSURES. COORDINATEWITH ELECTRICAL AND UTILITYCOMPANIES AS REQUIRED. REFERTO ELECTRICAL.
UN
I
T
2
UN
I
T
1
UN
I
T
4
UN
I
T
3
FI
R
E
P
L
A
C
E
FI
R
E
P
L
A
C
E
WI
N
D
O
W
S
E
A
T
DE
C
K
DE
C
K
DE
C
K
DE
C
K
RE
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
S
T
A
I
R
S
A
N
D
FL
O
O
R
F
R
A
M
I
N
G
I
N
C
I
R
C
U
L
A
T
I
O
N
AR
E
A
,
T
Y
P
I
C
A
L
A
L
L
L
E
V
E
L
S
RE
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
S
T
E
P
S
,
PL
A
N
T
E
R
S
,
A
N
D
S
T
O
N
E
W
A
L
L
S
AG
A
I
N
S
U
N
I
T
2
D
E
C
K
RE
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
D
E
C
K
RA
I
L
I
N
G
S
A
N
D
P
L
A
N
T
E
R
B
O
X
RA
I
L
I
N
G
S
,
T
Y
P
I
C
A
L
.
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A0.1DEMOLITIONFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
1
BA
S
E
M
E
N
T
L
E
V
E
L
-
D
E
M
O
L
I
T
I
O
N
3
/
1
6
"
=
1
'
-
0
"
2
FI
R
S
T
L
E
V
E
L
-
D
E
M
O
L
I
T
I
O
N
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:47 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
7
pm
,
Ap
r
09
,
20
1
3
REF.REF.
RE
F
.
RE
F
.
RE
F
.
58'-4"
4'
-
0
"
18
'
-
9
1
/
2
"
16'-0"
58
'
-
0
3
/
4
"
16'-6 1/2"10'-8 1/2"11'-1"
5'-11"
8'-11"
12'-10 1/2"
9'-
0
"
8'-11"
4'-7"36'-8 3/4"
3'-8 1/4"
13'-4"
41'-8"
8'
-
0
1
/
2
"
5'-1"
4'
-
7
1
/
4
"
13
'
-
8
1
/
2
"
4'-0 1/4"1'-2"2'-10 1/4"
3'
-
1
"
3'-1"5'-1"
5'-
1
"
5'
-
1
"
UN
I
T
6
UNIT 5
UN
I
T
8
C
R
UNIT 7B
FI
R
E
P
L
A
C
E
DECK
DE
C
K
DECK
DE
C
K
UNIT 7A
UN
I
T
8
C
3'-0"
op
e
n
s
t
a
i
r
t
o
l
o
f
t
wood shipsladder to loftabove
4'
-
9
1
/
2
"
11'-6 1/4"
UN
I
T
1
0
UN
I
T
9
FI
R
E
P
L
A
C
E
DE
C
K
DE
C
K
KI
T
C
H
E
N
CI
R
C
U
L
A
T
I
O
N
30
1
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A0.2DEMOLITIONFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
1
SE
C
O
N
D
L
E
V
E
L
-
D
E
M
O
L
I
T
I
O
N
3
/
1
6
"
=
1
'
-
0
"
2
TH
I
R
D
L
E
V
E
L
-
D
E
M
O
L
I
T
I
O
N
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:47 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
7
pm
,
Ap
r
09
,
20
1
3
FIRST LEVEL0"SECOND LEVEL9' - 0"BASEMENT LEVEL-9' - 0"THIRD LEVEL LOFT26' - 8 1/2"THIRD LEVEL18' - 0"Mechanical-11' - 0"9'-0"9'-0"REMOVE EXISTING PARTITION ANDSTOREFRONT. SEE PLANS WOOD SIDING AREA SHOWN ONTHESE ELEVATIONS IS EXISTINGSTUCCO. PREP ALL AREAS FORINSTALLATION OF WOOD SIDINGOVER STUCCO.
RE
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
E
X
T
E
R
I
O
R
D
E
C
K
RA
I
L
I
N
G
S
T
R
U
C
T
U
R
E
S
,
T
Y
P
.
17'-0"5'-1"PIT-13' - 0"
FI
R
S
T
L
E
V
E
L
0"
SE
C
O
N
D
L
E
V
E
L
9'
-
0
"
BA
S
E
M
E
N
T
L
E
V
E
L
-9
'
-
0
"
TH
I
R
D
L
E
V
E
L
L
O
F
T
26
'
-
8
1
/
2
"
TH
I
R
D
L
E
V
E
L
18
'
-
0
"
Me
c
h
a
n
i
c
a
l
-1
1
'
-
0
"
FI
R
S
T
L
E
V
E
L
0"
SE
C
O
N
D
L
E
V
E
L
9'
-
0
"
TH
I
R
D
L
E
V
E
L
L
O
F
T
26
'
-
8
1
/
2
"
TH
I
R
D
L
E
V
E
L
18
'
-
0
"
PR
E
P
E
X
I
S
T
I
N
G
A
R
E
A
O
F
S
T
U
C
C
O
FO
R
N
E
W
W
O
O
D
S
I
D
I
N
G
,
T
Y
P
.
RE
M
O
V
E
S
K
Y
L
I
G
H
T
.
S
E
E
SP
E
C
S
FIRST LEVEL0"SECOND LEVEL9' - 0"BASEMENT LEVEL-9' - 0"THIRD LEVEL LOFT26' - 8 1/2"THIRD LEVEL18' - 0"Mechanical-11' - 0"REMOVE EXISTING PARTITION AND STOREFRONT.SEE PLANS
PR
E
P
E
X
I
S
T
I
N
G
A
R
E
A
O
F
ST
U
C
C
O
REMOVE ALL EXISTING EXTERIOR DECK RAILING STRUCTURES, TYP.21'-9"5'
-
0
"
PIT-13' - 0"
1
/
8
"
=
1
'
-
0
"
1
Ex
i
s
t
i
n
g
E
a
s
t
E
l
e
v
a
t
i
o
n
1
/
8
"
=
1
'
-
0
"
4
Ex
i
s
t
i
n
g
N
o
r
t
h
E
l
e
v
a
t
i
o
n
1
/
8
"
=
1
'
-
0
"
2
Ex
i
s
t
i
n
g
S
o
u
t
h
E
l
e
v
a
t
i
o
n
1
/
8
"
=
1
'
-
0
"
3
Ex
i
s
t
i
n
g
W
e
s
t
E
l
e
v
a
t
i
o
n
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A0.3DEMOLITIONELEVATIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
Ve
r
t
i
c
a
l
wo
o
d
si
d
i
n
g
do
e
s
no
t
cu
r
r
e
n
t
l
y
ex
i
s
t
on
th
e
st
r
u
c
t
u
r
e
.
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:48 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
7
pm
,
Ap
r
09
,
20
1
3
UPUN
I
T
1
2
UNIT 11 WOOD FP
2 A4
.
1
1 A4
.
1
CI
R
C
U
L
A
T
I
O
N
00
1
ELEVATOR SHAFTEXISTING GCE MECHANICAL
EX
I
S
T
I
N
G
G
C
E
LO
C
K
E
R
S
A5
.
11
RE
P
L
A
C
E
E
X
I
S
T
I
N
G
H
A
L
L
W
A
Y
DO
O
R
S
W
I
T
H
2
0
M
I
N
R
A
T
E
D
D
O
O
R
S
AN
D
F
R
A
M
E
S
,
T
Y
P
I
C
A
L
RE
P
L
A
C
E
E
X
I
S
T
I
N
G
D
O
O
R
W
I
T
H
6
0
MI
N
U
T
E
R
A
T
E
D
D
O
O
R
A
N
D
F
R
A
M
E
.
5'-9"
7'
-
9
"
HO
U
S
E
K
E
E
P
I
N
G
00
3
3
/
1
6
"
=
1
'
-
0
"
1
BA
S
E
M
E
N
T
L
E
V
E
L
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A2.1BASEMENTFLOOR PLANVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:48 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
7
pm
,
Ap
r
09
,
20
1
3
RE
F
.
R
E
F
.
RE
F
.
RE
F
.
UP DN
DN
DNREF.
RE
F
.
RE
F
.
DNUP
UN
I
T
6
UN
I
T
5
UN
I
T
8
C
R
UN
I
T
7
B
FI
R
E
P
L
A
C
E
DE
C
K
DE
C
K
DE
C
K
DE
C
K
UN
I
T
7
A
UN
I
T
8
C
op
e
n
s
t
a
i
r
t
o
l
o
f
t
wo
o
d
s
h
i
p
s
la
d
d
e
r
t
o
l
o
f
t
ab
o
v
e
2 A4
.
1
1 A4
.
1
CI
R
C
U
L
A
T
I
O
N
20
1
4 A8
.
1
5 A8
.
1
A5
.
2
1
HA
L
L
20
2
20
2
20
3
3 A8
.
1
HA
L
L
20
3
---
-
UN
I
T
2
UNIT 1
UN
I
T
4
UNIT 3
FI
R
E
P
L
A
C
E
FI
R
E
P
L
A
C
E
DECK
DE
C
K
DECK
DE
C
K
LIVINGENTRYHALLKITCHENLAUNDRYCLOSETBEDROOMBATHBATHBEDROOMCLOS.CLOS.ENTRY HALL
LI
V
I
N
G
KITCHEN
ST
O
R
A
G
E
BE
D
R
O
O
M
BA
T
H
BA
T
H
BEDROOM
CL
O
S
E
T
C
L
O
S
.
C
L
O
S
.
LIVINGKITCHENBEDROOMBEDROOMBATHSHWRLAUNDBATH
LI
V
I
N
G
BE
D
R
O
O
M
BE
D
R
O
O
M
CL
O
S
C
L
O
S
ST
O
R
A
G
E
CLOS
CL
O
S
2 A4.1
1 A4
.
1
CIRCULATION ELEVATOR
A5
.
12
HALL
HA
L
L
E1
0
1
E102
---
-
3
/
1
6
"
=
1
'
-
0
"
2
SE
C
O
N
D
L
E
V
E
L
3
/
1
6
"
=
1
'
-
0
"
1
FI
R
S
T
L
E
V
E
L
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A2.2FIRST &SECOND LEVEL PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:48 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
5
pm
,
Ap
r
09
,
20
1
3
DN
REF.
UN
I
T
1
0
UNIT 9
UN
I
T
8
L
O
F
T
UNIT 7 LOFT
FI
R
E
P
L
A
C
E
DECK
DE
C
K
OP
E
N
R
A
I
L
I
N
G
AN
D
S
T
A
I
R
OP
E
N
T
O
SE
C
O
N
D
LE
V
E
L
B
E
L
O
W
walls at 2'-0" AFFof loft
LO
F
T
BE
D
R
O
O
M
BA
T
H
BEDROOM
LO
F
T
2 A4.1
BE
D
R
O
O
M
B
E
D
R
O
O
M
B
E
D
R
O
O
M
CLOSET BEDROOM LIVING KITCHEN
LI
V
I
N
G
KITCHEN
W/
D
DR
Y
S
A
U
N
A
S
T
O
R
A
G
E
1 A4
.
1
CI
R
C
U
L
A
T
I
O
N
30
1
ELEVATOR
A5
.
2
2
UN
I
T
1
0
L
O
F
T
UN
I
T
9
L
O
F
T
op
e
n
w
i
t
h
i
r
o
n
ra
i
l
i
n
g
OP
E
N
T
O
B
E
L
O
W
OP
E
N
T
O
B
E
L
O
W
LO
F
T
op
e
n
w
i
t
h
i
r
o
n
ra
i
l
i
n
g
VA
U
L
T
E
D
BE
D
R
O
O
M
CE
I
L
I
N
G
2 A4
.
1
BE
D
R
O
O
M
CL
O
S
E
T
BA
T
H
UN
I
T
9
UN
I
T
1
0
1 A4
.
1
AT
T
I
C
OP
E
N
B
E
L
O
W
OP
E
N
T
O
C
I
R
C
U
L
A
T
I
O
N
B
E
L
O
W
E5
E4
8
E3
3
2
1
3
3
/
1
6
"
=
1
'
-
0
"
1
TH
I
R
D
L
E
V
E
L
3
/
1
6
"
=
1
'
-
0
"
2
LO
F
T
L
E
V
E
L
P
L
A
N
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A2.3THIRD AND LOFT LEVEL PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:49 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
5
pm
,
Ap
r
09
,
20
1
3
PLAN / APPROXIMATE30'-9 1/2"PLAN / APPROXIMATE12'-1 1/2"
EX
I
S
T
I
N
G
R
O
O
F
R
E
M
O
V
A
L
A
R
E
A
RE
M
O
V
E
E
X
I
S
T
I
N
G
S
K
Y
L
I
G
H
T
A8.22A8.2 4ELEVATOR OPENINGTRIMA3.11
2 A4
.
1
1 A4
.
1
NE
W
S
T
A
N
D
I
N
G
S
E
A
M
R
O
O
F
I
N
G
SH
E
D
D
O
R
M
E
R
A
D
D
I
T
I
O
N
W
I
T
H
B
A
T
T
IN
S
U
L
A
T
I
O
N
B
E
T
W
E
E
N
R
A
F
T
E
R
S
A
N
D
RI
G
I
D
I
N
S
U
L
A
T
I
O
N
O
V
E
R
R
O
O
F
D
E
C
K
.
SE
E
S
T
R
U
C
T
U
R
A
L
.
NE
W
S
K
Y
L
I
G
H
T
(
U
F
A
C
T
O
R
=
0.
6
0
M
A
X
/
S
H
G
C
=
0
.
4
0
)
.
A
L
I
G
N
OV
E
R
E
X
I
S
T
I
N
G
O
P
E
N
I
N
G
A
N
D
PR
O
V
I
D
E
P
E
R
I
M
E
T
E
R
F
R
A
M
E
D
EN
C
L
O
S
U
R
E
B
E
T
W
E
E
N
EX
I
S
T
I
N
G
(
T
O
R
E
M
A
I
N
)
A
N
D
N
E
W
RO
O
F
S
T
R
U
C
T
U
R
E
1 1/4" / 12"
NE
W
M
E
T
A
L
R
O
O
F
C
R
I
C
K
E
T
O
V
E
R
EX
I
S
T
I
N
G
R
O
O
F
I
N
T
E
R
S
E
C
T
I
O
N
A8
.
2
1
A7
1
A8
.
2
2
3'
-
3
1
/
2
"
4'
-
0
"
4'
-
0
"
RA
F
T
E
R
L
A
Y
O
U
T
-
S
E
E
S
T
R
U
C
T
U
R
A
L
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
3'
-
3
1
/
2
"
2 A8
.
1
E4
E5
E3
VERIFY TO MATCH EXISTING OPENING
13'-1 1/4"
3'
-
6
"
O.
H
.
1'
-
6
"
O.H.
2'-1 1/4"O.
H
.
1'
-
6
"
A8
.
2
4
EL
E
V
A
T
O
R
OP
E
N
I
N
G
TR
I
M
A3
.
1
1
---
-
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A2.4ROOF PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
1
RO
O
F
P
L
A
N
-
D
E
M
O
L
I
T
I
O
N
3
/
1
6
"
=
1
'
-
0
"
2
RO
O
F
P
L
A
N
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:49 pm, Apr 02, 2013
.5
5
ma
x
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
5
pm
,
Ap
r
09
,
20
1
3
FIRST LEVEL0"SECOND LEVEL9' - 0"BASEMENT LEVEL-9' - 0"THIRD LEVEL LOFT26' - 8 1/2"THIRD LEVEL18' - 0"
1 A4
.
1
1 A8
.
1
4 A8
.
1
5 A8
.
1
NEW SHED DORMER ADDITION REPLACE DOORS/WINDOWS SHOWN CROSSHATCHED, TYP.NEW STOREFRONT / ENTRY DOOR NEW STONE BASE WITH CAP,WEST AND SOUTH SIDE OFSOUHT WING
EX
I
S
T
I
N
G
S
T
O
N
E
B
A
S
E
W
I
T
H
C
A
P
T
O
RE
M
A
I
N
NE
W
R
A
I
L
I
N
G
S
A
T
D
E
C
K
S
A
N
D
P
L
A
N
T
E
R
B
O
X
E
S
,
T
Y
P
I
C
A
L
.
SE
E
D
E
T
A
I
L
S
.
3 A8
.
1
82
1
0
.
1
0
'
82
1
9
.
7
5
'
5
" /
1
2
"
UN
I
T
2
UN
I
T
6
UNIT 4UNIT 8
UN
I
T
1
2
UN
I
T
1
0
3'-9"
23'-4"
2 A8
.
1
---
-
FIRST LEVEL0"SECOND LEVEL9' - 0"BASEMENT LEVEL-9' - 0"THIRD LEVEL LOFT26' - 8 1/2"THIRD LEVEL18' - 0"ROOF42' - 0"
1 A4
.
1
NE
W
S
H
E
D
D
O
R
M
E
R
A
D
D
I
T
I
O
N
NE
W
S
T
O
R
E
F
R
O
N
T
/
E
X
T
E
R
I
O
R
D
O
O
R
PA
I
N
T
E
X
I
S
T
I
N
G
S
T
U
C
C
O
C
H
I
M
N
E
Y
S
UN
I
T
3
UN
I
T
7
UNIT 1UNIT 5UNIT 9 UNIT 11
3
/
1
6
"
=
1
'
-
0
"
3
We
s
t
E
l
e
v
a
t
i
o
n
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A3.1ELEVATIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
1
Ea
s
t
E
l
e
v
a
t
i
o
n
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:50 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
5
pm
,
Ap
r
09
,
20
1
3
FIRST LEVEL0"SECOND LEVEL9' - 0"BASEMENT LEVEL-9' - 0"THIRD LEVEL LOFT26' - 8 1/2"THIRD LEVEL18' - 0"3X6 WOODTRIM (AND WIDERWHERE SHOWN UP TO BELLYBANDS) AROUND ON ALL DOORSAND WINDOWS, TYPICAL EXISTING STONE BASE TO REMAIN
RE
P
L
A
C
E
W
I
N
D
O
W
S
SH
O
W
N
C
R
O
S
S
H
A
T
C
H
E
D
,
TY
P
.
UN
I
T
2
UN
I
T
5
UN
I
T
1
UN
I
T
6
UN
I
T
1
1
U
N
I
T
1
2
UN
I
T
9
U
N
I
T
1
0
FIRST LEVEL0"SECOND LEVEL9' - 0"THIRD LEVEL LOFT26' - 8 1/2"THIRD LEVEL18' - 0"
(4
)
N
E
W
2
4
"
X
4
8
"
F
I
X
E
D
WI
N
D
O
W
S
NE
W
S
T
O
N
E
V
E
N
E
E
R
O
V
E
R
(
4
)
E
X
I
S
T
I
N
G
C
H
I
M
N
E
Y
S
,
MA
T
C
H
E
X
I
S
T
I
N
G
S
T
O
N
E
I
N
A
L
L
R
E
S
P
E
C
T
S
.
NEW SHED DORMERROOF WITH VERTICALSIDING ON (3) WALLS
RE
P
L
A
C
E
E
X
I
S
T
I
N
G
W
I
N
D
O
W
S
SH
O
W
N
H
A
T
C
H
E
D
,
T
Y
P
I
C
A
L
.
RAFTER TAILS TO MATCHEXISTING DESIGN. SEESTRUCTURAL.NEW DECK RAILINGS,TYPICAL. SEE DETAILSON SHEET A8.1
UN
I
T
4
UN
I
T
8
UN
I
T
3
UN
I
T
7
UNIT 1UNIT 5UNIT 9ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A3.2ELEVATIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
2
No
r
t
h
E
l
e
v
a
t
i
o
n
3
/
1
6
"
=
1
'
-
0
"
1
So
u
t
h
E
l
e
v
a
t
i
o
n
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:50 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
FIRST LEVEL0"SECOND LEVEL9' - 0"BASEMENT LEVEL -9' - 0"THIRD LEVEL LOFT26' - 8 1/2"THIRD LEVEL18' - 0"2 A4.1
La
n
d
i
n
g
-4
'
-
6
"
ELEVATOR PIT-13' - 0"HOUSEKEEPING 003CIRCULATION101CIRCULATION201CIRCULATION301E4E2E5E2
FI
R
S
T
L
E
V
E
L
0"
SE
C
O
N
D
L
E
V
E
L
9'
-
0
"
BA
S
E
M
E
N
T
L
E
V
E
L
-9
'
-
0
"
TH
I
R
D
L
E
V
E
L
L
O
F
T
26
'
-
8
1
/
2
"
TH
I
R
D
L
E
V
E
L
18
'
-
0
"
Me
c
h
a
n
i
c
a
l
-1
1
'
-
0
"
1 A4
.
1
CI
R
C
U
L
A
T
I
O
N
20
1
CI
R
C
U
L
A
T
I
O
N
10
1
NE
W
R
O
O
F
S
H
E
D
D
O
R
M
E
R
O
V
E
R
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
.
P
R
O
V
I
D
E
R
-
38
B
A
T
T
I
N
S
U
L
A
T
I
O
N
B
E
T
W
E
E
N
RA
F
T
E
R
S
A
N
D
2
.
5
"
R
I
G
I
D
IN
S
U
L
A
T
I
O
N
(
S
I
P
)
O
V
E
R
R
O
O
F
DE
C
K
P
E
R
S
T
R
U
C
T
U
R
A
L
.
T
O
T
A
L
R
V
A
L
U
E
=
4
9
M
I
N
.
R
O
O
F
I
N
G
T
O
MA
T
C
H
E
X
I
S
T
I
N
G
.
EX
I
S
T
I
N
G
R
O
O
F
/
C
E
I
L
I
N
G
A
S
S
E
M
B
L
Y
AN
D
S
T
R
U
C
T
U
R
E
T
O
R
E
M
A
I
N
CI
R
C
U
L
A
T
I
O
N
30
1
2'-
0
"
8
E3
LI
V
I
N
G
RE
P
L
A
C
E
M
E
N
T
F
L
O
O
R
A
N
D
ST
R
U
C
T
U
R
E
A
T
A
L
L
CI
R
C
U
L
A
T
I
O
N
/
L
O
B
B
Y
A
R
E
A
S
.
SE
E
S
T
R
U
C
T
U
R
A
L
NE
W
S
K
Y
L
I
G
H
T
(
U
F
A
C
T
O
R
=
0
.
6
0
M
A
X
/
S
H
G
C
=
0
.
4
0
OR
B
E
T
T
E
R
)
.
A
L
I
G
N
O
V
E
R
E
X
I
S
T
I
N
G
O
P
E
N
I
N
G
A
N
D
PR
O
V
I
D
E
P
E
R
I
M
E
T
E
R
F
R
A
M
E
D
E
N
C
L
O
S
U
R
E
BE
T
W
E
E
N
E
X
I
S
T
I
N
G
(
T
O
R
E
M
A
I
N
)
A
N
D
N
E
W
R
O
O
F
ST
R
U
C
T
U
R
E
1/
4
"
T
O
P
P
L
A
T
E
,
WE
L
D
T
O
BA
L
U
S
T
E
R
S
WO
O
D
H
A
N
D
R
A
I
L
.
R
O
U
T
E
BO
T
T
O
M
.
F
A
S
T
E
N
F
R
O
M
BE
L
O
W
W
I
T
H
S
C
R
E
W
S
TH
R
O
U
G
H
P
L
A
T
E
A
T
1
2
"
O.
C
.
1/
4
"
P
A
I
N
T
E
D
P
L
A
T
E
ME
T
A
L
B
A
L
U
S
T
E
R
S
AT
2
"
A
N
D
4
"
O
.
C
.
PE
R
P
R
O
F
I
L
E
.
3'-1"
1/
4
"
B
O
T
T
O
M
PL
A
T
E
.
W
E
L
D
T
O
BA
L
U
S
T
E
R
S
A
N
D
ST
R
I
N
G
E
R
1/
4
"
S
P
A
C
E
R
PL
A
T
E
A
T
1
8
"
O
.
C
.
1 1/4"
1/
8
"
C
O
N
T
.
P
L
A
T
E
.
PR
E
D
R
I
L
L
F
O
R
R
A
I
L
AT
T
A
C
H
M
E
N
T
10
X
2
P
A
I
N
T
E
D
M
E
T
A
L
TU
B
E
S
T
R
I
N
G
E
R
(
A
N
D
LA
N
D
I
N
G
F
R
A
M
E
S
)
.
CO
N
C
R
E
T
E
F
I
L
L
E
D
ME
T
A
L
T
R
E
A
D
S
,
CA
R
P
E
T
C
O
V
E
R
E
D
WI
T
H
N
O
S
I
N
G
.
2'-9 3/4"2"
4"2"2 "3"3 3/4"11"6 3/4"ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A4.1BUILDINGSECTIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
1
LO
B
B
Y
L
E
N
G
T
H
3
/
1
6
"
=
1
'
-
0
"
2
NE
W
R
O
O
F
A
N
D
L
O
B
B
Y
1
"
=
1
'
-
0
"
3
TY
P
I
C
A
L
O
P
E
N
S
T
A
I
R
R
A
I
L
I
N
G
D
E
T
A
I
L
AN
D
P
R
O
F
I
L
E
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:51 pm, Apr 02, 2013
.5
5
ma
x
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
UP
DN
DN
RE
F
.
RE
F
.
DNUP
ELEVATOR SHAFTCIRCULATION001HALL002BHOUSEKEEPING 0030031'-2"EXISTING GCE LOCKERSEXISTING GCE MECHANICAL G02G01U11U12UNIT 12 NO WORK IN THIS UNITUNIT 11 NO WORK IN THIS UNIT
NO
W
O
R
K
I
N
T
H
I
S
R
O
O
M
SEE MEP DRAWINGS 1 233HALL002A0025'-6 1/4"CLEAR5'-9"CLEAR7'-9"(EXIST)4'-7"44444
WA
L
L
-
M
O
U
N
T
E
D
H
A
N
D
R
A
I
L
WI
T
H
E
X
T
E
N
S
I
O
N
S
A
T
LA
N
D
I
N
G
S
,
T
Y
P
I
C
A
L
11" (TREAD)
1'
-
0
"
E001
CO
N
T
I
N
U
O
U
S
H
A
N
D
R
A
I
L
WI
T
H
E
X
T
E
N
S
I
O
N
S
A
T
LA
N
D
I
N
G
S
,
T
Y
P
I
C
A
L
PUSH BUTOON OPENER ONEXISTING COLUMN (VERIFYPER OWNER PREFERENCE)
6'-10"8"
CLEAR3'-0"3'-8"
F1
2 A4
.
1
11'-7 1/4"
CL
E
A
R
7'
-
9
"
CLEAR
5'-9"
AL
I
G
N
N
E
W
F
U
L
L
-
H
E
I
G
H
T
WA
L
L
W
I
T
H
E
X
I
S
T
I
N
G
AD
J
A
C
E
N
T
W
A
L
L
F
A
C
E
CI
R
C
U
L
A
T
I
O
N
10
1
EL
E
V
A
T
O
R
HA
L
L
10
3
HA
L
L
10
2
4'
-
8
"
9'-2 1/4"
1'
-
0
"
8'
-
0
"
NE
W
S
T
O
N
E
S
T
E
P
S
A
N
D
LA
N
D
I
N
G
S
O
V
E
R
CO
N
C
R
E
T
E
P
A
D
6'-6"
8'-10 3/4"
9'
-
8
"
3'-0"3'-0"
4'-5"
NE
W
F
U
L
L
-
HE
I
G
H
T
W
A
L
L
.
SE
E
E
L
E
V
A
T
I
O
N
S
10
2
10
3
E1
0
1
E1
0
2
ST
O
N
E
CP
T
CP
T
ST
O
N
E
U0
2
U0
1
U0
3
U0
4
UN
I
T
2
NO
W
O
R
K
I
N
T
H
I
S
U
N
I
T
UN
I
T
1
NO
W
O
R
K
I
N
T
H
I
S
U
N
I
T
UN
I
T
4
NO
W
O
R
K
I
N
T
H
I
S
U
N
I
T
UN
I
T
3
NO
W
O
R
K
I
N
T
H
I
S
U
N
I
T
S0
2
S0
1
S0
3
S0
4
A8
.
2
3TYPICAL HALL / DOOR
A8
.
2
1
A6
.
11
1
--
--
3" GAP
10
"
2
3
3
E1
A8
.
2
2
E2
22
'
-
2
1
/
2
"
5
5
6
6
6
4
6
6 4
5
5
66
6
64
4
6"
6"
A8
.
2
4
EL
E
V
A
T
O
R
OP
E
N
I
N
G
TR
I
M
---
-
NE
W
S
T
U
D
W
A
L
L
S
EX
I
S
T
I
N
G
W
A
L
L
S
WA
L
L
L
E
G
E
N
D
NE
W
C
O
N
C
R
E
T
E
NE
W
C
M
U
W
A
L
L
S
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A5.1ENLARGEDFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
1
/
4
"
=
1
'
-
0
"
1
BA
S
E
M
E
N
T
L
E
V
E
L
-
E
N
L
A
R
G
E
D
P
L
A
N
1
/
4
"
=
1
'
-
0
"
2
FI
R
S
T
L
E
V
E
L
-
E
N
L
A
R
G
E
D
P
L
A
N
Ro
o
m
F
i
n
i
s
h
S
c
h
e
d
u
l
e
Ro
o
m
Nu
m
b
e
r
Ro
o
m
N
a
m
e
Fi
n
i
s
h
Comments
Fl
o
o
r
B
a
s
e
W
a
l
l
C
e
i
l
i
n
g
00
1
C
I
R
C
U
L
A
T
I
O
N
C
A
R
P
E
T
1
x
8
Q
U
A
R
T
Z
PAINTED GYP BDPAINTED GYP BD
00
2
A
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
PAINTED GYP BDLIGHT COVE TRIM PER DETAILS
00
2
B
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
PAINTED GYP BDLIGHT COVE TRIM PER DETAILS
00
3
H
O
U
S
E
K
E
E
P
I
N
G
S
E
A
L
E
D
C
O
N
C
R
E
T
E
4
"
V
I
NY
L
P
A
I
N
T
E
D
G
Y
P
B
D
P
A
I
N
T
E
D
G
Y
P
B
D
10
1
C
I
R
C
U
L
A
T
I
O
N
R
A
N
D
O
M
R
E
C
T
A
N
G
U
LA
R
Q
U
A
R
T
Z
I
T
E
1
x
8
Q
U
A
R
T
Z
P
A
INTED GYP BDPAINTED GYP BD
10
2
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
NE
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
P
A
I
N
T
E
D
G
Y
P
BDLIGHT COVE TRIM PER DETAILS
10
3
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
NE
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
P
A
I
N
T
E
D
G
Y
P
BDLIGHT COVE TRIM PER DETAILS
20
1
C
I
R
C
U
L
A
T
I
O
N
R
A
N
D
O
M
R
E
C
T
A
N
G
U
LA
R
Q
U
A
R
T
Z
I
T
E
1
x
8
Q
U
A
R
T
Z
P
A
INTED GYP BDPAINTED GYP BD
20
2
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
NE
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
P
A
I
N
T
E
D
G
Y
P
BDLIGHT COVE TRIM PER DETAILS
20
3
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
NE
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
P
A
I
N
T
E
D
G
Y
P
BDLIGHT COVE TRIM PER DETAILS
30
1
C
I
R
C
U
L
A
T
I
O
N
R
A
N
D
O
M
R
E
C
T
A
N
G
U
LA
R
Q
U
A
R
T
Z
I
T
E
1
x
8
Q
U
A
R
T
Z
P
A
INTED GYP BDPAINTED GYP BD
30
2
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
NE
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
P
A
I
N
T
E
D
G
Y
P
BDLIGHT COVE TRIM PER DETAILS
NO
T
E
S
1.
P
R
O
V
I
D
E
5
/
8
"
G
Y
P
B
O
A
R
D
O
V
E
R
E
X
I
S
T
I
N
G
S
T
U
C
C
O
S
U
R
F
A
C
E
S
I
N
C
I
R
C
U
L
A
T
I
O
N
S
P
A
C
E
.
2.
R
E
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
W
O
O
D
P
A
N
E
L
I
N
G
A
N
D
P
R
O
V
ID
E
5
/
8
"
G
Y
P
B
O
A
R
D
O
V
E
R
E
X
I
S
T
I
N
G
G
Y
P
B
O
A
R
D
SURFACES ON COMMON SIDE OF HALL PARTITIONS.
2.
P
R
O
V
I
D
E
L
E
V
E
L
3
F
I
N
I
S
H
L
E
V
E
L
F
O
R
A
L
L
G
Y
P
B
O
A
R
D
W
T
I
H
H
E
A
V
Y
KN
O
C
K
-
D
O
W
N
T
E
X
T
U
R
E
.
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:51 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
REF.REF.REF.UP DN
DN
RE
F
.
CIRCULATION 201 ELEVATORHALL202 HALL 203202203U05U06STONECPTCPTSTONE U07 U08UNIT 6 NO WORK IN THIS UNITUNIT 5 NO WORK IN THIS UNIT UNIT 7 NO WORK IN THIS UNIT
UN
I
T
8
NO
W
O
R
K
I
N
TH
I
S
U
N
I
T
S06S05 A8.23TYPICAL HALL / DOOR
A8
.
2
1
A8.22 E21 2 33 S08S077 7
E1
6644 6 5555 666
OP
E
N
B
E
L
O
W
CI
R
C
U
L
A
T
I
O
N
30
1
EL
E
V
A
T
O
R
HA
L
L
30
2 CP
T
ST
O
N
E
U0
9
U1
0
UN
I
T
1
0
NO
W
O
R
K
I
N
T
H
I
S
UN
I
T
UN
I
T
9
NO
W
O
R
K
I
N
TH
I
S
U
N
I
T
S1
0
S0
9
30
'
-
5
"
2
3
3
1
E5
E4
E3
4
4 6 6
6
30
2
5
5
6'-
4
3
/
4
"
4'-11"
AIR GAP
2"
10
"
E
L
E
C
T
.
S
H
A
F
T
5'-9"
11'-8"
CO
O
R
D
W
/
M
E
P
S
H
A
F
T
13
'
-
4
1
/
2
"
4'-6 3/4"
NE
W
S
T
U
D
W
A
L
L
S
EX
I
S
T
I
N
G
W
A
L
L
S
WA
L
L
L
E
G
E
N
D
NE
W
C
O
N
C
R
E
T
E
NE
W
C
M
U
W
A
L
L
S
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A5.2ENLARGEDFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
1
/
4
"
=
1
'
-
0
"
1
SE
C
O
N
D
L
E
V
E
L
-
E
N
L
A
R
G
E
D
P
L
A
N
1
/
4
"
=
1
'
-
0
"
2
TH
I
R
D
L
E
V
E
L
-
E
N
L
A
R
G
E
D
P
L
A
N
Room Finish Schedule
Ro
o
m
Nu
m
b
e
r
Ro
o
m
N
a
m
e
Finish Comments
Fl
o
o
r
B
a
s
e
W
a
l
l
C
e
i
l
i
n
g
00
1
C
I
R
C
U
L
A
T
I
O
N
C
A
R
P
E
T
1
x
8
Q
U
A
R
T
Z
PAINTED GYP BDPAINTED GYP BD
00
2
A
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
PAINTED GYP BDLIGHT COVE TRIM PER DETAILS
00
2
B
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
P
A
I
N
T
E
D
G
Y
P
B
D
PAINTED GYP BDLIGHT COVE TRIM PER DETAILS
00
3
H
O
U
S
E
K
E
E
P
I
N
G
S
E
A
L
E
D
C
O
N
C
R
E
T
E
4
"
V
I
NYLPAINTED GYP BDPAINTED GYP BD
10
1
C
I
R
C
U
L
A
T
I
O
N
R
A
N
D
O
M
R
E
C
T
A
N
G
U
LA
R
Q
U
A
R
T
Z
I
T
E
1
x
8
Q
U
A
R
T
Z
P
A
INTED GYP BDPAINTED GYP BD
10
2
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
PAINTED GYP BDPAINTED GYP BDLIGHT COVE TRIM PER DETAILS
10
3
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
PAINTED GYP BDPAINTED GYP BDLIGHT COVE TRIM PER DETAILS
20
1
C
I
R
C
U
L
A
T
I
O
N
R
A
N
D
O
M
R
E
C
T
A
N
G
U
LA
R
Q
U
A
R
T
Z
I
T
E
1
x
8
Q
U
A
R
T
Z
P
A
INTED GYP BDPAINTED GYP BD
20
2
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
PAINTED GYP BDPAINTED GYP BDLIGHT COVE TRIM PER DETAILS
20
3
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
PAINTED GYP BDPAINTED GYP BDLIGHT COVE TRIM PER DETAILS
30
1
C
I
R
C
U
L
A
T
I
O
N
R
A
N
D
O
M
R
E
C
T
A
N
G
U
LA
R
Q
U
A
R
T
Z
I
T
E
1
x
8
Q
U
A
R
T
Z
P
A
INTED GYP BDPAINTED GYP BD
30
2
H
A
L
L
C
A
R
P
E
T
1
X
8
S
T
A
I
N
E
D
W
O
O
D
PAINTED GYP BDPAINTED GYP BDLIGHT COVE TRIM PER DETAILS
NO
T
E
S
1.
P
R
O
V
I
D
E
5
/
8
"
G
Y
P
B
O
A
R
D
O
V
E
R
E
X
I
S
T
I
N
G
S
T
U
C
C
O
S
U
R
F
A
C
E
S
I
N
C
I
R
C
U
L
A
T
I
O
N
S
P
A
C
E
.
2.
R
E
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
W
O
O
D
P
A
N
E
L
I
N
G
A
N
D
P
R
O
V
ID
E
5
/
8
"
G
Y
P
B
O
A
R
D
O
V
E
R
E
X
I
S
T
I
N
G
G
Y
P
B
O
A
R
D
SURFACES ON COMMON SIDE OF HALL PARTITIONS.
2.
P
R
O
V
I
D
E
L
E
V
E
L
3
F
I
N
I
S
H
L
E
V
E
L
F
O
R
A
L
L
G
Y
P
B
O
A
R
D
W
T
I
H
H
E
A
V
Y
KNOCK-DOWN TEXTURE.
PR
O
V
I
D
E
1
/
4
"
S
E
A
L
E
D
M
E
T
A
L
ED
G
E
A
N
G
L
E
A
T
E
X
P
O
S
E
D
FL
O
O
R
E
D
G
E
S
T
O
C
O
V
E
R
N
E
W
ST
R
U
C
T
U
R
A
L
E
X
P
O
S
E
D
E
D
G
E
OF
D
E
C
K
I
N
G
A
N
D
F
I
N
I
S
H
F
L
O
O
R
MA
T
E
R
I
A
L
S
,
T
Y
P
I
C
A
L
A
L
L
LE
V
E
L
S
.
Ap
p
r
o
v
e
d
b
y
t
h
e
De
s
i
g
n
R
e
v
i
e
w
B
o
a
r
d
By
Wa
r
r
e
n
Ca
m
p
b
e
l
l
(w
c
a
m
p
b
e
l
l
@
v
a
i
l
g
o
v
.
c
o
m
)
at
3:
5
1
pm
,
Ap
r
02
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
7'
-
8
"
7'
-
9
"
7'
-
4
1
/
2
"
7' - 6"7' - 9"7' - 10"7' - 9"7' - 9"BEDROOM LIVING RoomBUNK ROOM EXISTING GCE MECHANICAL
BE
D
R
O
O
M
KI
T
C
H
E
N
LI
V
I
N
G
BE
D
R
O
O
M
Ro
o
m
B
A
T
H
E
N
T
R
Y
PO
W
D
E
R
EX
I
S
T
I
N
G
G
C
E
LO
C
K
E
R
S
UN
I
T
1
2
UNIT 11
8'
-
0
"
8' - 0"7' - 3"7' - 0"7' - 0"
7'
-
6
"
7'
-
2
"
BATH
CI
R
C
U
L
A
T
I
O
N
00110' - 4"8' - 3"
8'
-
3
"
7' - 6"
HO
U
S
E
K
E
E
P
I
N
G
00
3
ELEVATOR SHAFTEQEQEQEQ
ST
A
I
R
U
P
7' - 2" COVE3'-0"3'-0 1/4"
7'
-
1
1
"
4'
-
3
"
RE
C
E
S
S
E
D
L
I
G
H
T
UN
D
E
R
S
I
D
E
O
F
ST
A
I
R
L
A
N
D
I
N
G
EQEQ 7'-4 1/2"7' - 2" COVE 7' - 1"7' - 6"7' - 11"
7'
-
1
1
"
1
H
R
S
L
O
P
E
C
E
I
L
I
N
G
UN
I
T
2
UN
I
T
1
UN
I
T
4
UN
I
T
3
TY
P
I
C
A
L
HA
L
L
10
2
HA
L
L
10
3
CI
R
C
U
L
A
T
I
O
N
10
1
7'
-
1
1
"
4'-0"3'-11 3/4"
7'
-
7
"
C
O
V
E
7'
-
6
"
7'
-
1
1
"
7'
-
6
"
7'
-
1
1
"
7'
-
6
"
7'
-
7
"
C
O
V
E
OP
E
N
A
B
O
V
E
RE
C
E
S
S
E
D
L
I
G
H
T
UN
D
E
R
S
I
D
E
O
F
ST
A
I
R
L
A
N
D
I
N
G
NE
W
E
X
T
E
R
I
O
R
WA
L
L
S
C
O
N
C
E
@
7'
-
6
"
A
.
F
.
F
.
NE
W
E
X
T
E
R
I
O
R
WA
L
L
S
C
O
N
C
E
@
7'
-
6
"
A
.
F
.
F
.
EQEQ 1'-9 3/4"
EQEQ
8'-0 1/2"
EQEQ
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A7.1REFLECTEDCEILINGPLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
1
RC
P
-
B
A
S
E
M
E
N
T
L
E
V
E
L
3
/
1
6
"
=
1
'
-
0
"
2
RC
P
-
F
I
R
S
T
L
E
V
E
L
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:52 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
REF.REF.
RE
F
.
RE
F
.
RE
F
.
UN
I
T
6
UNIT 5
UN
I
T
8
C
R
UNIT 7BUNIT 7A
UN
I
T
8
C
LIVINGKITCHENENTRYW/DBEDROOMBEDROOMBATHBATH 5" / 12"
5" / 12"
5" / 12"
5" / 12"
BE
D
R
O
O
M
B
E
D
R
O
O
M
LI
V
I
N
G
Room
HA
L
L
ST
O
R
A
G
E
BA
T
H
BA
T
H
ENTRY CIRCULATION 201
KI
T
C
H
E
N
EN
T
R
Y
ST
O
R
CL
O
S
LA
U
N
D
CL
O
S
ENTRYSTORAGEBATH
KI
T
C
H
E
N
BATH
ST
O
CLOSELEVATOR
OU
T
D
O
O
R
D
E
C
K
OUTDOOR DECKOUTDOOR DECK
OU
T
D
O
O
R
D
E
C
K
HALL 202
HA
L
L
20
3
OP
E
N
T
O
AB
O
V
E
A
N
D
BE
L
O
W
7' - 6"7' - 11"7' - 7" COVE 7' - 6"7' - 11"
7'
-
1
0
"
7'
-
6
"
TYP.EQEQ
UN
I
T
1
0
UN
I
T
9
5" / 12"
5" / 12"
5" / 12"
5" / 12"
DR
Y
S
A
U
N
A
5" / 12"
5" / 12"
W/
D
5" / 12"
LO
F
T
BE
D
R
O
O
M
LO
F
T
BA
T
H
BE
D
R
O
O
M
BE
D
R
O
O
M
BE
D
R
O
O
M
BE
D
R
O
O
M
BA
T
H
C
L
O
S
E
T
BE
D
R
O
O
M
LI
V
I
N
G
LI
V
I
N
G
KI
T
C
H
E
N
KI
T
C
H
E
N
EL
E
V
A
T
O
R
ST
A
I
R
DO
W
N
1 1/4" / 12"
13
'
-
9
3
/
4
"
7'
-
1
0
"
7'
-
6
"
7'
-
6
"
7'
-
1
0
"
7'
-
7
"
C
O
V
E
CI
R
C
U
L
A
T
I
O
N
30
1
RE
C
E
S
S
E
D
F
I
X
T
U
R
E
S
FO
R
S
L
O
P
E
D
C
E
I
L
I
N
G
,
TY
P
I
C
A
L
T
H
I
S
L
E
V
E
L
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A7.2REFLECTEDCEILINGPLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL
3
/
1
6
"
=
1
'
-
0
"
1
ME
P
B
K
G
R
N
D
-
S
E
C
O
N
D
L
E
V
E
L
3
/
1
6
"
=
1
'
-
0
"
2
RC
P
-
T
H
I
R
D
L
E
V
E
L
Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:52 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
EXISTING STUCCO TOREMAIN.EXISTING 2X10 WOODTRIM TO REMAINNEW BOARD ANDBATTEN WOODSIDING NEW 2X10 PAINTEDWOOD TRIMMETAL FLASHING.SLOPE TO DRAIN1X WOOD HORIZONTALNAILERS @ 16" O.C.PROVIDE GAPS FORDRAINAGE REPAINT ALL EXISTINGSTUCCO, TYPICAL.PATCH AS REQUIRED1/2"1/2"WEATHER BARRIER 9 3/4"9 1/4"EXISTING EXTERIORSTRUCTURE 4"1" CONT. WOODBLOCKINGFLOOR LEVEL
RAD
8' - 0"
5
1
/
2
"
1 1/2"
3
3
/
4
"
3'-6"
4'-8"
EQEQ
RAD
8' - 0"
1/
2
"
X
1
0
"
C
O
N
T
.
M
E
T
A
L
PL
A
T
E
.
F
A
S
T
E
N
T
O
E
X
I
S
T
I
N
G
ST
R
U
C
T
U
R
E
W
I
T
H
1
/
2
"
L
A
G
BO
L
T
S
A
T
3
2
"
O
.
C
.
(C
E
N
T
E
R
E
D
B
E
T
W
E
E
N
BA
L
L
U
S
T
E
R
S
)
.
F
I
N
A
L
CO
N
N
E
C
T
I
O
N
T
O
B
E
V
E
R
F
I
E
D
BY
E
N
G
I
N
E
E
R
.
3/
8
"
M
E
T
A
L
P
L
A
T
E
RE
M
O
V
E
E
X
I
S
T
I
N
G
2X
1
0
D
E
C
K
E
D
G
E
T
R
I
M
IP
E
W
O
O
D
C
A
P
.
FA
S
T
E
N
F
R
O
M
B
E
L
O
W
WI
T
H
S
C
R
E
W
S
TH
R
O
U
G
H
P
L
A
T
E
A
T
1
2
"
O.
C
.
EX
I
S
T
I
N
G
D
E
C
K
ST
R
U
C
T
U
R
E
T
O
R
E
M
A
I
N
1/
2
"
P
L
A
T
E
M
E
T
A
L
BA
L
L
U
S
T
E
R
S
A
T
4
"
O
.
C
.
CONT. PLATE
10"
1"
D
E
E
P
S
P
A
C
E
R
S
A
R
O
U
N
D
LA
G
B
O
L
T
F
A
S
T
E
N
E
R
S
.
US
E
2
"
D
I
A
.
F
L
A
T
W
A
S
H
E
R
S
BE
T
W
E
E
N
S
P
A
C
E
R
A
N
D
EX
I
S
T
I
N
G
S
U
R
F
A
C
E
S
.
GA
P
1"
PA
I
N
T
F
A
C
E
O
F
E
X
I
S
T
I
N
G
WO
O
D
T
O
R
E
M
A
I
N
5 1/2"2 3/4"1 3/4"
EX
I
S
T
I
N
G
P
L
Y
W
O
O
D
S
O
F
F
I
T
TO
R
E
M
A
I
N
.
R
E
P
L
A
C
E
DA
M
A
G
E
D
P
A
N
E
L
S
1X
6
F
I
R
T
&
G
S
O
F
F
I
T
TR
A
F
F
I
C
C
O
A
T
I
N
G
O
V
E
R
EX
I
S
T
I
N
G
C
O
N
C
R
E
T
E
DE
C
K
.
T
U
R
N
D
O
W
N
O
V
E
R
OU
T
S
I
D
E
E
D
G
E
S
.
NO
T
E
:
R
E
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
D
E
C
K
AN
D
P
L
A
N
T
E
R
B
O
X
R
A
I
L
I
N
G
S
,
T
Y
P
I
C
A
L
EX
I
S
T
I
N
G
S
T
U
C
C
O
TO
R
E
M
A
I
N
NE
W
B
O
A
R
D
A
N
D
BA
T
T
E
N
V
E
R
T
I
C
A
L
SI
D
I
N
G
18
G
A
G
A
L
V
S
H
E
E
T
M
E
T
A
L
PA
N
.
4
"
V
E
R
T
I
C
A
L
B
E
H
I
N
D
NE
W
S
I
D
I
N
G
/
E
X
I
S
T
I
N
G
ST
U
C
C
O
.
1X
W
O
O
D
HO
R
I
Z
O
N
T
A
L
N
A
I
L
E
R
S
@
1
6
"
O
.
C
.
P
R
O
V
I
D
E
GA
P
S
F
O
R
D
R
A
I
N
A
G
E
WE
A
T
H
E
R
B
A
R
R
I
E
R
SE
C
O
N
D
L
E
V
E
L
9'
-
0
"
3X
1
0
P
A
I
N
T
E
D
W
O
O
D
TR
I
M
3'-0"
LI
N
E
O
F
N
E
W
SI
D
I
N
G
B
E
Y
O
N
D
NE
W
T
R
I
M
B
E
Y
O
N
D
18
G
A
.
G
A
L
V
A
N
I
Z
E
D
S
H
E
E
T
ME
T
A
L
P
A
N
O
V
E
R
S
T
E
E
L
FR
A
M
E
.
T
U
R
N
U
P
O
N
A
L
L
SI
D
E
S
EX
I
S
T
I
N
G
W
I
N
D
O
W
1'
-
4
"
HS
S
2
X
2
X
1
/
8
W
E
L
D
E
D
,
S
E
A
L
E
D
ME
T
A
L
T
U
B
E
F
R
A
M
E
-
A
N
C
H
O
R
E
D
T
O
EX
T
E
R
I
O
R
W
A
L
L
W
I
T
H
E
X
P
A
N
S
I
O
N
BO
L
T
S
.
V
E
R
I
C
A
L
M
E
M
B
E
R
S
A
T
2
'
-
0
"
O.
C
.
O
N
O
U
T
S
I
D
E
F
A
C
E
S
.
8
1
/
2
"
PR
E
F
I
N
I
S
H
E
D
C
A
P
F
L
A
S
H
I
N
G
O
V
E
R
TO
P
O
F
M
E
T
A
L
F
R
A
M
E
.
18
G
A
.
G
A
L
V
A
N
I
Z
E
D
RE
M
O
V
E
A
B
L
E
M
E
T
A
L
PL
A
N
T
E
R
B
O
X
.
P
R
O
V
I
D
E
BO
T
T
O
M
D
R
A
I
N
H
O
L
E
S
;
1/
2
"
D
I
A
A
T
6
"
O
.
C
.
2 1/4"
2 1/2"
9 1/4"
3/
4
"
2
1
/
4
"
3"
9 3/4"
3'-5"
9 1/4"
1'
-
0
"
B
O
X
1'
-
1
0
3
/
4
"
GA
P
1/
4
"
1'
-
8
"
5 1/2 "
5 1 /2 "
5 1 /2"
5 1/2 "
1'
-
0
1
/
2
"
P
A
N
O
P
E
N
I
N
G
10 1/4" BOX
NO
T
E
S
:
1.
T
H
I
S
S
E
C
T
I
O
N
A
P
P
L
I
E
S
T
O
A
LL
3
S
I
D
E
S
O
F
P
L
A
N
T
E
R
B
O
X
R
A
I
L
I
N
G
S
S
H
O
W
N
O
N
T
H
E
E
L
E
V
A
T
I
O
N
S
.
2.
N
E
W
R
A
I
L
I
N
G
S
(
S
T
E
E
L
F
R
A
M
E
S
A
N
D
S
I
D
I
N
G
)
S
H
AL
L
E
X
T
E
N
D
O
U
T
1
'
-
0
"
B
E
Y
O
N
D
L
E
N
G
T
H
O
F
E
X
I
S
T
I
N
G
PL
A
N
T
E
R
R
A
I
L
I
N
G
S
T
O
B
E
R
E
M
O
V
E
D
.
3.
R
E
M
O
V
E
A
L
L
E
X
I
S
T
I
N
G
WO
O
D
F
R
A
M
I
N
G
O
U
T
S
I
D
E
O
F
EX
T
E
R
I
O
R
W
A
L
L
S
.
C
O
V
E
R
WI
T
H
S
T
U
C
C
O
S
Y
S
T
E
M
O
R
WO
O
D
S
I
D
I
N
G
A
S
S
H
OW
N
O
N
E
L
E
V
A
T
I
O
N
S
.
WO
O
D
S
I
D
I
N
G
.
F
A
S
T
E
N
TO
M
E
T
A
L
T
U
B
E
F
R
A
M
E
PR
E
F
I
N
I
S
H
E
D
M
E
T
A
L
FL
A
S
H
I
N
G
/
D
R
I
P
E
D
G
E
3X
1
0
P
A
I
N
T
E
D
W
O
O
D
TR
I
M
RE
M
O
V
E
E
X
I
S
T
I
N
G
WO
O
D
S
I
D
I
N
G
B
E
N
E
A
T
H
WI
N
D
O
W
S
A
N
D
RE
P
L
A
C
E
W
I
T
H
ST
U
C
C
O
,
T
Y
P
I
C
A
L
.
2X
2
C
O
N
T
.
S
T
L
A
N
G
L
E
SU
P
P
O
R
T
ME
T
A
L
F
L
A
S
H
I
N
G
O
V
E
R
TU
B
E
S
T
E
E
L
2X
2
X
1
/
8
B
R
A
C
I
N
G
,
O
N
E
EA
C
H
E
N
D
O
F
F
R
A
M
E
1 3/4 "
EXISTING STUCCO TOREMAIN. REPAINT.EXISTING 2X10 WOODTRIM TO REMAIN NEW 1X10 PAINTEDWOOD TRIM.CONT. METALWALL FLASHINGBEHIND STUCCO.SLOPE TO DRAIN REPAINT ALL EXISTINGSTUCCO, TYPICAL.PATCH AS REQUIRED9 1/4"EXISTING EXTERIORSTRUCTURE 4"3/4"PATCH STUCCOOVER NEW WALLFLASHING.1/2"FLOOR LEVELISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A8.1EXTERIORDETAILSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3" = 1'-0"1SIDING/STUCCO/TRIM TRANSITION
1
1
/
2
"
=
1
'
-
0
"
5
DE
C
K
R
A
I
L
I
N
G
/
E
D
G
E
3
"
=
1
'
-
0
"
4
PL
A
N
T
E
R
A
T
W
A
L
L
3
"
=
1
'
-
0
"
3
PL
A
N
T
E
R
/
J
U
L
I
E
T
R
A
I
L
I
N
G
@
W
I
N
D
O
W
SI
L
L
S
3" = 1'-0"2STUCCO/TRIM TRANSITION Approved by the Design Review Board By Warren Campbell (wcampbell@vailgov.com) at 3:52 pm, Apr 02, 2013
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
FIRST LEVEL0"SECOND LEVEL9' - 0"THIRD LEVEL18' - 0"FIELD VERIFY 4'-3 1/2"2"2'-8 1/2"2"1'-0"2"4'-9 3/4"2"2'-8 1/4"2"1'-0"2"4'-9 3/4"2"2'-2 1/4"8"2"3'-6 1/2"6"1'-4"2"3'-0 1/4"2"FIELD VERIFY8'-10 3/4"
FI
R
S
T
L
E
V
E
L
0"
SE
C
O
N
D
L
E
V
E
L
9' - 0"
TH
I
R
D
L
E
V
E
L
L
O
F
T
26
'
-
8
1
/
2
"
TH
I
R
D
L
E
V
E
L
18' - 0"
2"
11
1
/
4
"
2"
3'
-
0
"
2"
4'-
5
"
3'-8 3/4"2"2'-8"2"1'-0"2"4'-10"2"2'-8"2"1'-0"8'-0"
AL
U
M
N
I
N
U
M
S
T
O
R
E
F
R
O
N
T
SY
S
T
E
M
W
I
T
H
I
N
S
U
L
A
T
E
D
GL
A
Z
I
N
G
(
U
F
A
C
T
O
R
=
.
4
5
M
A
X
.
)
.
TY
P
I
C
A
L
E
A
S
T
A
N
D
W
E
S
T
EN
T
R
I
E
S
.
C
O
L
O
R
:
D
A
R
K
B
R
O
N
Z
E
4"
5"8"
TY
P
3/
4
"
WO
O
D
B
A
S
E
WO
O
D
CA
S
I
N
G
WO
O
D
D
O
O
R
AN
D
F
R
A
M
E
V.F.
7'-10"
5 A8
.
2
LI
G
H
T
C
O
V
E
WO
O
D
F
R
A
M
E
.
SE
E
E
L
E
C
T
.
7'-4 1/2"
2 1/2"
3 1/2"2"2 1/2"
7'-0"
20
"
L
O
N
G
ST
O
N
E
B
A
S
E
1"
S
T
O
N
E
TI
L
E
C
A
S
I
N
G
EL
E
V
A
T
O
R
DO
O
R
F
R
A
M
E
4"
4"
5"
8"
4'
-
1
1
/
2
"
1'
-
4
1
/
2
"
1'
-
4
1
/
2
"
1'
-
4
1
/
2
"
3/
4
"
T
Y
P
.
1'-7 1/2"1'-7 1/2"1'-7 1/2"1'-7 1/2"
6'-11"
TY
P
I
C
A
L
A
L
L
L
E
V
E
L
S
5"4 1/4"2"1 3/4"
1/4"2"
3/
4
"
S
T
A
I
N
E
D
T
R
I
M
20
G
A
.
B
E
N
T
M
E
T
A
L
CO
V
E
L
I
N
E
R
,
PE
R
I
M
E
T
E
R
O
F
HA
L
L
S
.
S
E
E
E
L
E
C
T
.
CO
N
T
.
L
E
D
S
T
R
I
P
LI
G
H
T
.
WO
O
D
C
A
S
I
N
G
RE
P
L
A
C
E
M
E
N
T
W
O
O
D
DO
O
R
A
N
D
F
R
A
M
E
EX
I
S
T
I
N
G
C
E
I
L
I
N
G
G
Y
P
BO
A
R
D
,
T
E
X
T
U
R
E
A
N
D
PA
I
N
T
.
HA
L
L
UN
I
T
NE
W
L
A
Y
E
R
5
/
8
"
G
Y
P
BD
.
O
V
E
R
E
X
I
S
T
I
N
G
.
TE
X
T
U
R
E
A
N
D
P
A
I
N
T
,
TY
P
I
C
A
L
2
3
/
4
"
1/4"
4"
GP
Y
B
D
B
E
Y
O
N
D
ISSUE RECORD 1650 Fallridge Road, Suite C-1Vail, CO 81657f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A8.2DOORS &WINDOWSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3/8" = 1'-0"1WEST ENTRY STOREFRONT
3
/
8
"
=
1
'
-
0
"
2
EA
S
T
E
N
T
R
Y
S
T
O
R
E
F
R
O
N
T
1
/
2
"
=
1
'
-
0
"
3
TY
P
I
C
A
L
H
A
L
L
/
D
O
O
R
Do
o
r
S
c
h
e
d
u
l
e
Do
o
r
Nu
m
b
e
r
Do
o
r
S
i
z
e
R
a
t
i
n
g
F
r
a
m
e
T
y
p
e
Finish
Do
o
r
F
r
a
m
e
C
o
m
m
e
n
t
s
00
2
4
2
"
x
8
0
"
6
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
M
A
G
.
H
O
L
D
O
P
E
N
-
F
I
R
E
A
L
A
R
M
L
I
N
K
00
3
3
6
"
x
8
0
"
6
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
M
A
G
.
H
O
L
D
O
P
E
N
-
F
I
R
E
A
L
A
R
M
L
I
N
K
10
2
4
2
"
x
8
0
"
6
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
M
A
G
.
H
O
L
D
O
P
E
N
-
F
I
R
E
A
L
A
R
M
L
I
N
K
10
3
4
2
"
x
8
0
"
6
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
M
A
G
.
H
O
L
D
O
P
E
N
-
F
I
R
E
A
L
A
R
M
L
I
N
K
20
2
4
2
"
x
8
0
"
6
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
M
A
G
.
H
O
L
D
O
P
E
N
-
F
I
R
E
A
L
A
R
M
L
I
N
K
20
3
4
2
"
x
8
0
"
6
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
M
A
G
.
H
O
L
D
O
P
E
N
-
F
I
R
E
A
L
A
R
M
L
I
N
K
30
2
4
2
"
x
8
0
"
6
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U
=
0
.
8
0
/
M
A
G
.
H
O
L
D
O
P
E
N
-
F
I
R
E
A
L
A
R
M
L
I
N
K
E0
0
1
3
6
"
x
8
0
"
N
O
N
E
A
L
U
M
I
N
U
M
A
N
O
D
I
Z
E
D
P
R
E
-
F
I
N
I
S
H
E
D
P
U
SH BUTTON OPENER ON POST / TIME LOCKED
E1
0
1
8
"
B
o
t
t
o
m
R
a
i
l
N
O
N
E
C
U
S
T
O
M
C
U
S
T
O
M
C
U
S
T
O
M
U
=
0
.
8
0
/
S
E
E
S
P
E
C
S
A
L
L
O
W
A
N
C
E
E1
0
2
8
"
B
o
t
t
o
m
R
a
i
l
N
O
N
E
C
U
S
T
O
M
C
U
S
T
O
M
C
U
S
T
O
M
U
=
0
.
8
0
/
S
E
E
S
P
E
C
S
A
L
L
O
W
A
N
C
E
G0
1
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
G0
2
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
1
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
2
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
3
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
4
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
5
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
6
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
7
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
8
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S0
9
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
S1
0
2
0
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
1
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
2
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
3
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
4
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
5
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
6
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
7
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
8
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U0
9
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U1
0
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U1
1
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
U1
2
3
6
"
x
8
0
"
2
0
M
I
N
W
O
O
D
S
T
A
I
N
E
D
S
T
A
I
N
E
D
1
/
2
"
=
1
'
-
0
"
4
EL
E
V
A
T
O
R
O
P
E
N
I
N
G
T
R
I
M
3
"
=
1
'
-
0
"
5
DO
O
R
H
E
A
D
/
L
I
G
H
T
C
O
V
E
TY
P
I
C
A
L
I
N
T
E
R
I
O
R
DO
O
R
S
T
Y
L
E
.
S
E
E
SC
H
E
D
U
L
E
A
N
D
SP
E
C
I
F
I
C
A
T
I
O
N
S
NO
T
E
S
1.
A
L
L
I
N
T
E
R
I
O
R
W
O
O
D
F
R
A
M
E
S
S
H
A
L
L
M
A
TC
H
D
O
O
R
F
I
N
I
S
H
E
S
I
N
A
L
L
R
E
S
P
E
C
T
S
.
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
PO
W
E
R
EF
-
1
PA
N
A
S
O
N
I
C
FV
-
1
5
V
Q
5
HO
U
S
E
K
E
E
P
I
N
G
H
O
U
S
E
K
E
E
P
I
N
G
C
E
I
L
I
N
G
1
2
7
9
1
1
0
.
2
5
2
7
.
3
W
0
.
5
1
1
.
5
I
N
T
E
G
R
A
L
B
A
C
K
D
R
A
F
T
D
A
M
P
E
R
,
I
N
T
E
R
L
O
C
K
W
I
T
H
W
A
L
L
S
W
I
T
C
H
ES
P
(
I
N
)
EL
E
C
T
R
I
C
A
L
D
A
T
A
V
/
P
H
/
H
z
LO
C
A
T
I
O
N
OP
E
R
.
WT
.
(
L
B
S
)
TY
P
E
12
0
/
1
/
6
0
NO
I
S
E
LE
V
E
L
(S
O
N
E
S
)
EX
H
A
U
S
T
F
A
N
S
C
H
E
D
U
L
E
OR EQUIVALENT
UN
I
T
TA
G
MA
N
U
F
A
C
T
U
R
E
R
&
MO
D
E
L
N
O
.
RE
M
A
R
K
S
SE
R
V
I
C
E
TO
T
A
L
CF
M
FA
N
RP
M
UN
I
T
TA
G
MA
N
U
F
A
C
T
U
R
E
R
&
MO
D
E
L
N
O
.
SE
R
V
I
C
E
L
O
C
A
T
I
O
N
C
F
M
S
I
Z
E
(
W
"
x
H
"
)
FA
C
E
VE
L
O
C
I
T
Y
(F
P
M
)
PR
E
S
S
U
R
E
DR
O
P
(I
N
S
P
)
FR
E
E
A
R
E
A
(f
t
²)
FR
A
M
E
TY
P
E
FI
N
I
S
H
R
E
M
A
R
K
S
L-
1
R
U
S
K
I
N
-
E
L
F
6
3
7
5
D
X
EL
E
V
A
T
O
R
SM
O
K
E
R
E
L
I
E
F
SE
E
F
L
O
O
R
PL
A
N
S
-
3
0
x
3
0
-
-
3
.
1
8
CO
O
R
D
.
W/
A
R
C
H
CO
O
R
D
.
W/
A
R
C
H
-
LO
U
V
E
R
S
C
H
E
D
U
L
E
OR EQUIVALENT SpaceSquare FootageOpenable Area Required 001 Circulation1586.32 003 Housekeeping1094.36 101 Circulation2339.32 201 Circulation2038.12 301 Circulation2168.64 Total91936.76 42 With the open stairwell being larger than 25 square feet, the Circulation areas are considered adjoining spaces per section 402 of the International Mechanical Code. An exhaust fan in the Housekeeping room provides ventilation to that space.NATURAL VENTILATION CALCULATION Total Openable Area (2 doors)OR EQUIVALENT
V
/
P
H
/
H
z
H
P
\
W
SP
-
1
ZO
E
L
L
E
R
FL
O
W
M
A
T
E
M
9
8
BA
S
E
M
E
N
T
EL
E
V
A
T
O
R
P
I
T
EL
E
V
A
T
O
R
P
I
T
S
I
M
P
L
E
X
6
1
.
0
1
0
.
0
1
7
2
5
1
1
5
/
1
/
6
0
1
/
2
H
P
A
U
T
O
M
O
D
E
,
S
I
M
P
L
E
X
O
P
E
R
A
T
I
O
N
,
SU
M
P
P
U
M
P
S
C
H
E
D
U
L
E
SE
R
V
I
C
E
L
O
C
A
T
I
O
N
T
Y
P
E
G
P
M
TO
T
A
L
HE
A
D
(F
T
)
RP
M
EL
E
C
T
R
I
C
A
L
D
A
T
A
UN
I
T
TA
G
MA
N
U
F
A
C
T
U
R
E
R
&
MO
D
E
L
N
O
.
RE
M
A
R
K
S
20
1
2
Co
d
e
s
to
ap
p
l
y
20
1
2
R-
6
mi
n
.
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
4
pm
,
Ap
r
09
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
2
pm
,
Ap
r
09
,
20
1
3
Fi
r
e
al
a
r
m
pe
r
m
i
t
an
d
re
v
i
e
w
is
se
p
a
r
a
t
e
wi
t
h
th
e
Fi
r
e
De
p
a
r
t
m
e
n
t
PR
O
J
E
C
T
:
V
I
L
L
A
V
A
L
H
A
L
L
A
EN
G
I
N
E
E
R
:
S
O
H
PR
O
J
E
C
T
#
:
1
3
0
0
9
VO
L
T
A
G
E
:
1
2
0
/
2
0
8
V
,
3
P
,
4
W
MO
U
N
T
I
N
G
:
S
U
R
F
A
C
E
MA
I
N
S
:
2
0
0
A
M
L
O
TY
P
E
:
S
Q
U
A
R
E
D
N
Q
O
D
O
R
E
Q
U
A
L
AI
C
:
1
0
K
PH
A
S
E
P
H
A
S
E
DE
S
C
R
I
P
T
I
O
N
A
B
C
B
K
R
P
C
I
R
C
I
R
P
B
K
R
A
B
C
D
E
S
C
R
I
P
T
I
O
N
HO
U
S
E
S
U
B
P
A
N
E
L
9
5
6
0
1
0
0
3
1
2
3
7
0
2
7
3
3
SU
B
P
A
N
E
L
F
O
R
H
E
A
T
T
R
A
C
E
"
9
5
6
0
3
4
2
7
3
3
"
"
9
5
6
0
5
6
2
7
3
3
"
HA
L
L
L
I
G
H
T
S
R
L
F
R
O
M
E
M
P
A
10
0
0
2
0
1
7
8
3
4
0
3
0
0
8
E
L
E
V
A
T
O
R
(
2
5
F
L
A
)
HA
L
L
L
I
G
H
T
S
R
L
F
R
O
M
E
M
P
A
1
0
0
0
2
0
1
9
1
0
3
0
0
8
S
H
U
N
T
T
R
I
P
HA
L
L
L
I
G
H
T
S
R
L
F
R
O
M
E
M
P
A
1
0
0
0
2
0
1
1
1
1
2
3
0
0
8
"
HA
L
L
L
I
G
H
T
S
R
L
F
R
O
M
E
M
P
A
10
0
0
2
0
1
1
3
1
4
0
S
P
A
C
E
HA
L
L
L
I
G
H
T
S
R
L
F
R
O
M
E
M
P
A
1
0
0
0
2
0
1
1
5
1
6
1
2
0
1
0
0
0
L
L
L
O
B
B
Y
B
A
S
E
B
O
A
R
D
SP
A
C
E
0
1
7
1
8
1
2
0
8
0
0
S
U
M
P
P
U
M
P
SP
A
C
E
0
1
9
2
0
1
2
0
1
1
9
S
U
P
P
L
Y
F
A
N
SP
A
C
E
0
2
1
2
2
1
2
0
1
0
0
S
M
O
K
E
R
E
L
I
E
F
L
O
U
V
E
R
SPACE
0
2
3
2
4
1
2
0
1
0
0
EL
E
V
A
T
O
R
C
O
N
T
R
O
L
P
O
W
E
R
SP
A
C
E
0
2
5
2
6
0
S
P
A
C
E
SP
A
C
E
0
2
7
2
8
0
S
P
A
C
E
SP
A
C
E
0
2
9
3
0
0
S
P
A
C
E
SP
A
C
E
0
3
1
3
2
0
S
P
A
C
E
SP
A
C
E
0
3
3
3
4
0
S
P
A
C
E
SP
A
C
E
0
3
5
3
6
0
S
P
A
C
E
SP
A
C
E
0
3
7
3
8
0
S
P
A
C
E
SP
A
C
E
0
3
9
4
0
0
S
P
A
C
E
SP
A
C
E
0
4
1
4
2
0
S
P
A
C
E
LO
A
D
C
A
L
C
U
L
A
T
I
O
N
S
U
M
M
A
R
Y
CA
L
C
U
L
A
T
E
D
P
O
W
E
R
F
A
C
T
O
R
:
0.
9
1
CO
N
N
E
C
T
E
D
L
O
A
D
CO
N
N
E
C
T
E
D
A
M
P
S
DE
M
A
N
D
L
O
A
D
DE
M
A
N
D
A
M
P
S
LI
G
H
T
I
N
G
1
1
0
0
0
3
0
1
1
0
0
0
3
0
RE
C
E
P
T
A
C
L
E
S
1
3
6
8
0
3
8
1
1
8
4
0
3
3
ME
C
H
A
N
I
C
A
L
2
8
3
4
4
9
2
3
0
8
4
4
1
0
1
KI
T
C
H
E
N
0
0
0
0
TO
T
A
L
5
3
0
2
4
1
6
1
5
3
6
8
4
1
6
4
H
O
U
S
E
P
A
N
E
L
M
A
I
N
PR
O
J
E
C
T
:
V
I
L
L
A
V
A
L
H
A
L
L
A
EN
G
I
N
E
E
R
:
S
O
H
PR
O
J
E
C
T
#
:
1
3
0
0
9
VO
L
T
A
G
E
:
1
2
0
/
2
0
8
V
,
3
P
,
4
W
MO
U
N
T
I
N
G
:
E
X
I
S
T
I
N
G
MA
I
N
S
:
1
0
0
A
M
L
O
TY
P
E
:
E
X
I
S
T
I
N
G
AI
C
:
1
0
K
PH
A
S
E
P
H
A
S
E
DESCRIP
T
I
O
N
A
B
C
B
K
R
P
C
I
R
C
I
R
P
B
K
R
A
B
C
D
E
S
C
R
I
P
T
I
O
N
HA
L
L
L
I
T
E
S
1
0
0
0
1
5
1
1
2
1
2
0
1
0
8
0
R
E
C
E
P
T
A
C
L
E
S
HA
L
L
R
E
C
E
P
T
A
C
L
E
S
1
0
8
0
2
0
1
3
4
1
2
0
1
0
0
0
H
A
L
L
L
I
T
E
S
HE
A
T
T
A
P
E
5
0
0
2
0
2
5
6
1
2
0
5
0
0
T
I
M
E
C
L
O
C
K
30
m
A
G
F
I
5
0
0
7
8
1
2
0
1
0
8
0
L
A
U
N
D
R
Y
R
O
O
M
R
E
C
PU
M
P
1
0
0
0
2
0
2
9
1
0
1
2
0
5
0
0
0
D
R
Y
E
R
"
1
0
0
0
1
1
1
2
1
2
0
0
"
PU
M
P
1
0
0
0
2
0
2
1
3
1
4
1
2
0
3
6
0
T
E
L
E
R
O
O
M
R
E
C
"
1
0
0
0
1
5
1
6
1
2
0
1
0
0
0
P
U
M
P
C
I
R
C
U
I
T
TE
L
E
R
O
O
M
L
I
T
E
S
2
0
0
2
0
1
1
7
1
8
0
S
P
A
C
E
BO
I
L
E
R
R
O
O
M
L
I
T
E
S
1
0
0
0
2
0
1
1
9
2
0
1
2
0
1
0
0
0
H
O
T
W
A
T
E
R
C
I
R
C
P
U
M
P
EA
S
T
W
A
L
K
W
A
Y
L
I
T
E
S
8
0
0
2
0
1
2
1
2
2
1
2
0
5
0
0
T
R
A
S
H
S
H
E
D
DO
M
E
S
T
I
C
P
U
M
P
A
N
D
C
O
N
T
R
1
0
0
0
2
0
1
2
3
2
4
1
2
0
1
0
0
0
U
N
I
D
E
N
T
I
F
I
E
D
BO
I
L
E
R
S
1
0
0
0
2
0
1
2
5
2
6
1
2
0
1
0
0
0
U
N
I
D
E
N
T
I
F
I
E
D
CI
R
C
P
U
M
P
1
0
0
0
2
0
1
2
7
2
8
1
2
0
1
0
0
0
U
N
I
D
E
N
T
I
F
I
E
D
UN
I
D
E
N
T
I
F
I
E
D
1
0
8
0
2
0
1
2
9
3
0
1
2
0
1
0
0
0
U
N
I
D
E
N
T
I
F
I
E
D
0
3
1
3
2
0
0
3
3
3
4
0
0
3
5
3
6
0
0
3
7
3
8
0
0
3
9
4
0
0
0
4
1
4
2
0
LO
A
D
C
A
L
C
U
L
A
T
I
O
N
S
U
M
M
A
R
Y
CA
L
C
U
L
A
T
E
D
P
O
W
E
R
F
A
C
T
O
R
:
0.
9
4
CO
N
N
E
C
T
E
D
L
O
A
D
CO
N
N
E
C
T
E
D
A
M
P
S
DE
M
A
N
D
L
O
A
D
DE
M
A
N
D
A
M
P
S
LI
G
H
T
I
N
G
6
0
0
0
1
7
6
0
0
0
1
7
RE
C
E
P
T
A
C
L
E
S
1
2
6
8
0
3
5
1
1
3
4
0
3
1
ME
C
H
A
N
I
C
A
L
1
0
0
0
0
3
3
1
0
5
0
0
3
4
KI
T
C
H
E
N
0
0
0
0
TO
T
A
L
2
8
6
8
0
8
4
2
7
8
4
0
8
2
H
O
U
S
E
P
A
N
E
L
S
U
B
PR
O
J
E
C
T
:
V
I
L
L
A
V
A
L
H
A
L
L
A
EN
G
I
N
E
E
R
:
S
O
H
PR
O
J
E
C
T
#
:
1
3
0
0
9
VO
L
T
A
G
E
:
1
2
0
/
2
0
8
V
,
3
P
,
4
W
MO
U
N
T
I
N
G
:
E
X
I
S
T
I
N
G
MA
I
N
S
:
7
0
A
M
L
O
TY
P
E
:
E
X
I
S
T
I
N
G
AIC
:
1
0
K
PH
A
S
E
P
H
A
S
E
DESCRIP
T
I
O
N
A
B
C
B
K
R
P
C
I
R
C
I
R
P
B
K
R
A
B
C
D
E
S
C
R
I
P
T
I
O
N
HE
A
T
T
R
A
C
E
6
0
0
2
0
2
1
2
2
2
0
6
0
0
H
E
A
T
T
R
A
C
E
30
m
A
G
F
I
6
0
0
3
4
6
0
0
3
0
m
A
G
F
I
HE
A
T
T
R
A
C
E
6
0
0
2
0
2
5
6
2
2
0
6
0
0
H
E
A
T
T
R
A
C
E
30
m
A
G
F
I
6
0
0
7
8
6
0
0
3
0
m
A
G
F
I
HE
A
T
T
R
A
C
E
6
0
0
2
0
2
9
1
0
2
2
0
6
0
0
H
E
A
T
T
R
A
C
E
30
m
A
G
F
I
6
0
0
1
1
1
2
6
0
0
3
0
m
A
G
F
I
UN
I
D
E
N
T
I
F
I
E
D
1
0
0
0
2
0
1
1
3
1
4
1
2
0
0
SP
A
C
E
SP
A
C
E
0
2
0
1
1
5
1
6
1
2
0
0
S
P
A
C
E
SP
A
C
E
0
2
0
1
1
7
1
8
1
2
0
0
S
P
A
C
E
SP
A
C
E
0
2
0
1
1
9
2
0
1
2
0
0
S
P
A
C
E
SP
A
C
E
0
2
0
1
2
1
2
2
1
2
0
0
S
P
A
C
E
SP
A
C
E
0
2
0
1
2
3
2
4
1
2
0
0
S
P
A
C
E
0
2
5
2
6
0
0
2
7
2
8
0
0
2
9
3
0
0
0
3
1
3
2
0
0
3
3
3
4
0
0
3
5
3
6
0
0
3
7
3
8
0
0
3
9
4
0
0
0
4
1
4
2
0
LO
A
D
C
A
L
C
U
L
A
T
I
O
N
S
U
M
M
A
R
Y
CA
L
C
U
L
A
T
E
D
P
O
W
E
R
F
A
C
T
O
R
:
0.
8
7
CO
N
N
E
C
T
E
D
L
O
A
D
CO
N
N
E
C
T
E
D
A
M
P
S
DE
M
A
N
D
L
O
A
D
DE
M
A
N
D
A
M
P
S
LIG
H
T
I
N
G
0
0
0
0
RE
C
E
P
T
A
C
L
E
S
1
0
0
0
3
1
0
0
0
3
ME
C
H
A
N
I
C
A
L
7
2
0
0
2
3
7
5
0
0
2
4
KIT
C
H
E
N
0
0
0
0
TO
T
A
L
8
2
0
0
2
6
8
5
0
0
2
7
HE
A
T
T
R
A
C
E
P
A
N
E
L
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
2
pm
,
Ap
r
09
,
20
1
3
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
De
m
a
n
d
To
t
a
l
(
V
A
)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
4
3
9
2
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
1
3
3
9
2
S
F
X
3
X
3
5
%
=
1
4
0
6
2
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
4
E
A
X
1
5
0
0
X
3
5
%
=
1
2
6
0
0
Re
f
r
i
g
e
r
a
t
o
r
1
2
E
A
X
1
0
0
0
X
7
5
%
=
9
0
0
0
Di
s
h
w
a
s
h
e
r
1
2
E
A
X
1
2
0
0
X
7
5
%
=
1
0
8
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
2
E
A
X
8
0
0
0
X
3
2
%
=
3
0
7
2
0
Co
o
k
t
o
p
1
E
A
X
6
0
0
0
X
8
0
%
=
4
8
0
0
Di
s
p
o
s
a
l
1
2
E
A
X
1
0
0
0
X
7
5
%
=
9
0
0
0
Mi
c
r
o
w
a
v
e
1
2
E
A
X
1
2
0
0
X
7
5
%
=
1
0
8
0
0
ho
o
d
4
E
A
X
7
5
0
X
7
5
%
=
2
2
5
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Cl
o
t
h
e
s
W
a
s
h
e
r
8
E
A
X
1
0
0
0
X
7
5
%
=
6
0
0
0
Cl
o
t
h
e
s
D
r
y
e
r
8
E
A
X
5
0
0
0
X
6
0
%
=
2
4
0
0
0
Sa
u
n
a
1
E
A
X
6
5
0
0
X
7
5
%
=
4
8
7
5
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Ai
r
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
He
a
t
a
n
d
V
e
n
t
6
E
A
X
1
5
0
0
X
1
0
0
%
=
9
0
0
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
El
e
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
El
e
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TO
T
A
L
15
1
0
6
9
Fo
r
2
0
8
V
,
3
-
P
h
a
s
e
,
4
W
i
r
e
S
e
r
v
i
c
e
1
5
1
0
6
9
(
V
A
)
/
3
6
1
=
4
1
8
A
M
P
S
Un
i
t
M
e
t
e
r
b
a
n
k
W
I
T
H
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
DemandTotal (VA)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
1
1
6
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
1
1
6
S
F
X
3
X
3
5
%
=
1
2
2
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Co
o
k
t
o
p
0
E
A
X
3
0
0
0
X
8
0
%
=
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mi
c
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
In
s
t
a
-
h
o
t
0
E
A
X
7
5
0
X
7
5
%
=
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Cl
o
t
h
e
s
W
a
s
h
e
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Cl
o
t
h
e
s
D
r
y
e
r
1
E
A
X
5
0
0
0
X
1
0
0
%
=
5
0
0
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Ai
r
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
Ele
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
Ele
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TOTAL19784
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
1
9
7
8
4
(
V
A
)
/
2
0
8
=
9
5
A
M
P
S
Un
i
t
#
1
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
QuantityVolt-AmpsDemandTotal (VA)General Dwelling unit Square footage1116 General & Lighting (1st 3 KVA)1000 SF X 3X100%=3000 General & Lighting (Remainder)116 SF X 3X35%=122 Kitchen Small Appliances2 EA X1500X35%=1050 Refrigerator1 EA X1000X75%=750 Dishwasher1 EA X1200X75%=900 Oven/Range (Re:table220.19)1 EA X8000X80%=6400 Cooktop0 EA X3000X80%=0 Disposal1 EA X1000X75%=750 Microwave1 EA X1200X75%=900 Insta-hot0 EA X750X75%=0 Laundry & Spa Appliances Clothes Washer0 EA X1000X75%=0 Clothes Dryer0 EA X5000X100%=0 Steam Shower0 EA X7500X75%=0 Jacuzzi Tub0 EA X1200X75%=0 Towel Warmer0 EA X800X75%=0 Mechanical Equipment Air Conditioning Units0 EA X4300X100%=0 Exhaust Fans3 EA X50X100%=150 Electric In-Floor Heat0 SF X12X100%=0 Electric Baseboard Heat0 LF X250X100%=0 Add'l 25% Largest Mech. Load1 LS X50X25%=13 TOTAL14034 For 208V, 1-Phase, 3 Wire Service14034(VA) /208=67AMPSUnit #2 Demand Load Calculations (Per NEC Article 220 Parts I-III)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
De
m
a
n
d
To
t
a
l
(
V
A
)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
1
1
6
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
1
1
6
S
F
X
3
X
3
5
%
=
1
2
2
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Co
o
k
t
o
p
0
E
A
X
3
0
0
0
X
8
0
%
=
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mi
c
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
In
s
t
a
-
h
o
t
0
E
A
X
7
5
0
X
7
5
%
=
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Cl
o
t
h
e
s
W
a
s
h
e
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Cl
o
t
h
e
s
D
r
y
e
r
1
E
A
X
5
0
0
0
X
1
0
0
%
=
5
0
0
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Ai
r
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
El
e
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
El
e
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TO
T
A
L
19
7
8
4
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
1
9
7
8
4
(
V
A
)
/
2
0
8
=
9
5
A
M
P
S
Un
i
t
#
3
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
De
m
a
n
d
To
t
a
l
(
V
A
)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
1
1
6
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
1
1
6
S
F
X
3
X
3
5
%
=
1
2
2
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Co
o
k
t
o
p
0
E
A
X
3
0
0
0
X
8
0
%
=
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mic
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
In
s
t
a
-
h
o
t
0
E
A
X
7
5
0
X
7
5
%
=
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Clo
t
h
e
s
W
a
s
h
e
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Clo
t
h
e
s
D
r
y
e
r
1
E
A
X
5
0
0
0
X
1
0
0
%
=
5
0
0
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Air
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
El
e
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
El
e
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TO
T
A
L
19
7
8
4
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
1
9
7
8
4
(
V
A
)
/
2
0
8
=
9
5
A
M
P
S
Un
i
t
#
4
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
DemandTotal (VA)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
1
1
6
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
1
1
6
S
F
X
3
X
3
5
%
=
1
2
2
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Co
o
k
t
o
p
0
E
A
X
3
0
0
0
X
8
0
%
=
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mic
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
In
s
t
a
-
h
o
t
0
E
A
X
7
5
0
X
7
5
%
=
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Clo
t
h
e
s
W
a
s
h
e
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Clo
t
h
e
s
D
r
y
e
r
1
E
A
X
5
0
0
0
X
1
0
0
%
=
5
0
0
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Air
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
El
e
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
El
e
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TOTAL19784
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
1
9
7
8
4
(
V
A
)
/
2
0
8
=
9
5
A
M
P
S
Un
i
t
#
5
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
QuantityVolt-AmpsDemandTotal (VA)General Dwelling unit Square footage1116 General & Lighting (1st 3 KVA)1000 SF X 3X100%=3000 General & Lighting (Remainder)116 SF X 3X35%=122 Kitchen Small Appliances2 EA X1500X35%=1050 Refrigerator1 EA X1000X75%=750 Dishwasher1 EA X1200X75%=900 Oven/Range (Re:table220.19)1 EA X8000X80%=6400 Cooktop0 EA X3000X80%=0 Disposal1 EA X1000X75%=750 Microwave1 EA X1200X75%=900 Insta-hot0 EA X750X75%=0 Laundry & Spa Appliances Clothes Washer0 EA X1000X75%=0 Clothes Dryer0 EA X5000X100%=0 Steam Shower0 EA X7500X75%=0 Jacuzzi Tub0 EA X1200X75%=0 Towel Warmer0 EA X800X75%=0 Mechanical Equipment Air Conditioning Units0 EA X4300X100%=0 Exhaust Fans3 EA X50X100%=150 Electric In-Floor Heat0 SF X12X100%=0 Electric Baseboard Heat0 LF X250X100%=0 Add'l 25% Largest Mech. Load1 LS X50X25%=13 TOTAL14034 For 208V, 1-Phase, 3 Wire Service14034(VA) /208=67AMPSUnit #6 Demand Load Calculations (Per NEC Article 220 Parts I-III)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
De
m
a
n
d
To
t
a
l
(
V
A
)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
4
7
5
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
4
7
5
S
F
X
3
X
3
5
%
=
4
9
9
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Co
o
k
t
o
p
0
E
A
X
3
0
0
0
X
8
0
%
=
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mi
c
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
In
s
t
a
-
h
o
t
0
E
A
X
7
5
0
X
7
5
%
=
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Cl
o
t
h
e
s
W
a
s
h
e
r
0
E
A
X
1
0
0
0
X
7
5
%
=
0
Cl
o
t
h
e
s
D
r
y
e
r
0
E
A
X
5
0
0
0
X
1
0
0
%
=
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Ai
r
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
Ele
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
Ele
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TO
T
A
L
14
4
1
1
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
1
4
4
1
1
(
V
A
)
/
2
0
8
=
6
9
A
M
P
S
Un
i
t
#
7
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
De
m
a
n
d
To
t
a
l
(
V
A
)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
4
7
5
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
4
7
5
S
F
X
3
X
3
5
%
=
4
9
9
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Co
o
k
t
o
p
1
E
A
X
3
0
0
0
X
8
0
%
=
2
4
0
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mi
c
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
In
s
t
a
-
h
o
t
0
E
A
X
7
5
0
X
7
5
%
=
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Cl
o
t
h
e
s
W
a
s
h
e
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Cl
o
t
h
e
s
D
r
y
e
r
1
E
A
X
5
0
0
0
X
1
0
0
%
=
5
0
0
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Ai
r
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
El
e
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
El
e
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TO
T
A
L
22
5
6
1
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
2
2
5
6
1
(
V
A
)
/
2
0
8
=
1
0
8
A
M
P
S
Un
i
t
#
8
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
DemandTotal (VA)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
1
7
2
3
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
1
0
0
0
S
F
X
3
X
1
0
0
%
=
3
0
0
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
7
2
3
S
F
X
3
X
3
5
%
=
7
5
9
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Co
o
k
t
o
p
0
E
A
X
3
0
0
0
X
8
0
%
=
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mi
c
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
In
s
t
a
-
h
o
t
0
E
A
X
7
5
0
X
7
5
%
=
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Cl
o
t
h
e
s
W
a
s
h
e
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Cl
o
t
h
e
s
D
r
y
e
r
1
E
A
X
5
0
0
0
X
1
0
0
%
=
5
0
0
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Ai
r
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
El
e
c
t
r
i
c
I
n
-
F
l
o
o
r
H
e
a
t
0
S
F
X
1
2
X
1
0
0
%
=
0
El
e
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TOTAL20422
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
2
0
4
2
2
(
V
A
)
/
2
0
8
=
9
8
A
M
P
S
Un
i
t
#
9
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
QuantityVolt-AmpsDemandTotal (VA)General Dwelling unit Square footage1723 General & Lighting (1st 3 KVA)1000 SF X 3X100%=3000 General & Lighting (Remainder)723 SF X 3X35%=759 Kitchen Small Appliances2 EA X1500X35%=1050 Refrigerator1 EA X1000X75%=750 Dishwasher1 EA X1200X75%=900 Oven/Range (Re:table220.19)1 EA X8000X80%=6400 Cooktop0 EA X6000X80%=0 Disposal1 EA X1000X75%=750 Microwave1 EA X1200X75%=900 hood1 EA X750X75%=563 Laundry & Spa Appliances Clothes Washer1 EA X1000X75%=750 Clothes Dryer1 EA X5000X100%=5000 Sauna1 EA X6500X75%=4875 Jacuzzi Tub0 EA X1200X75%=0 Towel Warmer0 EA X800X75%=0 Mechanical Equipment Air Conditioning Units0 EA X4300X100%=0 Heat and Vent2 EA X1000X100%=2000 Exhaust Fans3 EA X50X100%=150 Electric In-Floor Heat0 SF X12X100%=0 Electric Baseboard Heat0 LF X250X100%=0 Add'l 25% Largest Mech. Load1 LS X50X25%=13 TOTAL27859 For 208V, 1-Phase, 3 Wire Service27859(VA) /208=134AMPSUnit #10 Demand Load Calculations (Per NEC Article 220 Parts I-III)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
De
m
a
n
d
To
t
a
l
(
V
A
)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
6
5
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
6
5
0
S
F
X
3
X
1
0
0
%
=
1
9
5
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
0
S
F
X
3
X
3
5
%
=
0
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mi
c
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
ho
o
d
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Cl
o
t
h
e
s
W
a
s
h
e
r
0
E
A
X
1
0
0
0
X
7
5
%
=
0
Clo
t
h
e
s
D
r
y
e
r
0
E
A
X
5
0
0
0
X
1
0
0
%
=
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Ai
r
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
ba
t
h
h
e
a
t
a
n
d
v
e
n
t
0
E
A
X
1
5
0
0
X
1
0
0
%
=
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
Ki
t
c
h
e
n
h
e
a
t
f
a
n
0
E
A
X
1
5
0
0
X
1
0
0
%
=
0
Ele
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TO
T
A
L
13
6
1
3
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
1
3
6
1
3
(
V
A
)
/
2
0
8
=
6
5
A
M
P
S
Un
i
t
#
1
1
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
Qu
a
n
t
i
t
y
Vo
l
t
-
A
m
p
s
De
m
a
n
d
To
t
a
l
(
V
A
)
Ge
n
e
r
a
l
Dw
e
l
l
i
n
g
u
n
i
t
S
q
u
a
r
e
f
o
o
t
a
g
e
6
5
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
1
s
t
3
K
V
A
)
6
5
0
S
F
X
3
X
1
0
0
%
=
1
9
5
0
Ge
n
e
r
a
l
&
L
i
g
h
t
i
n
g
(
R
e
m
a
i
n
d
e
r
)
0
S
F
X
3
X
3
5
%
=
0
Ki
t
c
h
e
n
Sm
a
l
l
A
p
p
l
i
a
n
c
e
s
2
E
A
X
1
5
0
0
X
3
5
%
=
1
0
5
0
Re
f
r
i
g
e
r
a
t
o
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Di
s
h
w
a
s
h
e
r
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
Ov
e
n
/
R
a
n
g
e
(
R
e
:
t
a
b
l
e
2
2
0
.
1
9
)
1
E
A
X
8
0
0
0
X
8
0
%
=
6
4
0
0
Di
s
p
o
s
a
l
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Mic
r
o
w
a
v
e
1
E
A
X
1
2
0
0
X
7
5
%
=
9
0
0
ho
o
d
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
La
u
n
d
r
y
&
S
p
a
A
p
p
l
i
a
n
c
e
s
Clo
t
h
e
s
W
a
s
h
e
r
1
E
A
X
1
0
0
0
X
7
5
%
=
7
5
0
Clo
t
h
e
s
D
r
y
e
r
1
E
A
X
5
0
0
0
X
1
0
0
%
=
5
0
0
0
St
e
a
m
S
h
o
w
e
r
0
E
A
X
7
5
0
0
X
7
5
%
=
0
Ja
c
u
z
z
i
T
u
b
0
E
A
X
1
2
0
0
X
7
5
%
=
0
To
w
e
l
W
a
r
m
e
r
0
E
A
X
8
0
0
X
7
5
%
=
0
Me
c
h
a
n
i
c
a
l
E
q
u
i
p
m
e
n
t
Air
C
o
n
d
i
t
i
o
n
i
n
g
U
n
i
t
s
0
E
A
X
4
3
0
0
X
1
0
0
%
=
0
ba
t
h
h
e
a
t
a
n
d
v
e
n
t
2
E
A
X
1
5
0
0
X
1
0
0
%
=
3
0
0
0
Ex
h
a
u
s
t
F
a
n
s
3
E
A
X
5
0
X
1
0
0
%
=
1
5
0
Ki
t
c
h
e
n
h
e
a
t
f
a
n
1
E
A
X
1
5
0
0
X
1
0
0
%
=
1
5
0
0
El
e
c
t
r
i
c
B
a
s
e
b
o
a
r
d
H
e
a
t
0
L
F
X
2
5
0
X
1
0
0
%
=
0
Ad
d
'
l
2
5
%
L
a
r
g
e
s
t
M
e
c
h
.
L
o
a
d
1
L
S
X
5
0
X
2
5
%
=
1
3
TO
T
A
L
23
8
6
3
Fo
r
2
0
8
V
,
1
-
P
h
a
s
e
,
3
W
i
r
e
S
e
r
v
i
c
e
2
3
8
6
3
(
V
A
)
/
2
0
8
=
1
1
5
A
M
P
S
(P
e
r
N
E
C
A
r
t
i
c
l
e
2
2
0
P
a
r
t
s
I
-
I
I
I
)
De
m
a
n
d
L
o
a
d
C
a
l
c
u
l
a
t
i
o
n
s
Un
i
t
#
1
2
PR
O
J
E
C
T
:
V
I
L
L
A
V
A
L
H
A
L
L
A
ENGINEER:SOH
PR
O
J
E
C
T
#
:
1
3
0
0
9
VOLTAGE:120/208V, 1P, 3W
MO
U
N
T
I
N
G
:
R
E
C
E
S
S
E
D
MAINS:125A MLO
TY
P
E
:
Q
O
R
E
S
I
D
E
N
T
I
A
L
AIC:10K PHASE PHASE
DE
S
C
R
I
P
T
I
O
N
A
B
B
K
R
P
C
I
R
C
I
R
P
B
K
R
A
B
D
E
S
C
R
I
P
T
I
O
N
KI
T
C
H
E
N
R
E
C
E
P
T
A
C
L
E
S
5
4
0
2
0
1
1
2
1
2
0
1
5
0
0
W
A
S
H
E
R
KI
T
C
H
E
N
R
E
C
E
P
T
A
C
L
E
S
5
4
0
2
0
1
3
4
2
3
0
2
5
0
0
D
R
Y
E
R
DIS
H
W
A
S
H
E
R
1
0
0
0
2
0
1
5
6
2
5
0
0
"
MIC
R
O
W
A
V
E
1
0
0
0
2
0
1
7
8
1
2
0
1
8
0
B
A
T
H
R
O
O
M
R
E
C
DIS
P
O
S
A
L
1
0
0
0
2
0
1
9
1
0
1
2
0
1
8
0
B
A
T
H
R
O
O
M
R
E
C
HO
O
D
1
0
0
0
2
0
1
1
1
1
2
1
2
0
1
0
8
0
B
E
D
R
O
O
M
R
E
C
RA
N
G
E
4
0
0
0
5
0
2
1
3
1
4
1
2
0
1
0
8
0
B
E
D
R
O
O
M
R
E
C
"
4
0
0
0
1
5
1
6
1
2
0
1
0
8
0
L
I
V
I
N
G
R
O
O
M
R
E
C
SP
A
C
E
0
1
7
1
8
1
2
0
1
0
8
0
H
A
L
L
A
N
D
E
N
T
R
Y
L
T
S
R
E
C
SP
A
C
E
0
1
9
2
0
0
S
P
A
C
E
SP
A
C
E
0
2
1
2
2
0
S
P
A
C
E
SP
A
C
E
0
2
3
2
4
0
S
P
A
C
E
SP
A
C
E
0
2
5
2
6
0
S
P
A
C
E
SP
A
C
E
0
2
7
2
8
0
S
P
A
C
E
SP
A
C
E
0
2
9
3
0
0
S
P
A
C
E
0 0 0 0 0 0 0 0 0 0 0 0
LO
A
D
C
A
L
C
U
L
A
T
I
O
N
S
U
M
M
A
R
Y
N
O
T
E
:
P
R
O
V
I
D
E
A
R
C
-
F
A
U
L
T
C
I
R
C
U
I
T
I
N
T
E
R
R
U
P
T
E
R
,
C
O
M
B
I
N
A
T
I
O
N
-
T
Y
P
E
C
I
R
C
U
I
T
B
R
E
A
K
E
R
S
F
O
R
B
R
A
N
C
H
C
I
R
C
U
I
T
S
S
U
P
P
L
Y
I
N
G
A
L
L
1
2
0
V
P
O
W
E
R
O
U
T
L
E
T
S
E
X
C
E
P
T
I
N
K
I
T
C
H
E
N
S
,
B
A
T
H
R
O
O
M
S
,
A
N
D
G
A
R
A
G
E
S
.
CA
L
C
U
L
A
T
E
D
P
O
W
E
R
F
A
C
T
O
R
:
1.
0
0
CONNECTED LOADCONNECTED AMPSDEMAND LOAD DEMAND AMPS
AP
P
L
I
A
N
C
E
S
1
5
0
0
7
1
1
2
5
5
LI
G
H
T
I
N
G
&
R
E
C
E
P
T
.
9
7
6
0
4
7
5
3
6
6
2
6
ME
C
H
A
N
I
C
A
L
0
0
0
0
KI
T
C
H
E
N
O
V
E
N
&
D
R
Y
E
R
1
3
0
0
0
6
3
1
3
0
0
0
6
3
TO
T
A
L
2
4
2
6
0
1
1
7
1
9
4
9
1
SEE DEMAND LOAD CALCS
TYPICAL UNIT PANEL
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
2
pm
,
Ap
r
09
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
2
pm
,
Ap
r
09
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
2
pm
,
Ap
r
09
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
2
pm
,
Ap
r
09
,
20
1
3
Re
v
i
e
w
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Co
d
e
:
2
0
1
2
In
t
e
r
n
a
t
i
o
n
a
l
B
u
i
l
d
i
n
g
C
o
d
e
(
I
B
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
(m
h
a
e
b
e
r
l
e
@
v
a
i
l
g
o
v
.
c
o
m
)
at
1:
4
2
pm
,
Ap
r
09
,
20
1
3