HomeMy WebLinkAboutB12-0471 Plans approvedPROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M
MA
R
S
H
A
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
19
3
B
E
A
V
E
R
D
A
M
R
O
A
D
PE
R
M
I
T
AU
G
U
S
T
3
1
,
2
0
1
2
193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADO A0.01107AUGUST 31, 2012 COVER SHEETMARSHALLRESIDENCEREMODELPERMIT6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 6-26-12SITE/LAND DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-27-12WINDOW SHOPS 8-29-12FINAL DRB REVISIONSDATEISSUE 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
4
am
,
No
v
30
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A0.11107AUGUST 31, 2012 PROJECT INFORMATIONMARSHALLRESIDENCEREMODELPERMITA0.0COVER SHEET A0.1PROJECT INFORMATION L1EXISTING CONDITIONS L2TREE SURVEY L3SITE LAYOUT AND GRADING PLAN L4PLANTING PLAN L5SITE DETAILS L6SITE DETAILS EX-A2.OEXISTING LOWER LEVEL FLOOR PLAN A2.0aLOWER LEVEL FLOOR PLAN PARTIAL A2.0bLOWER LEVEL FLOOR PLAN PARTIAL EX-A2.1 EXISTING MAIN LEVEL FLOOR PLAN A2.1aMAIN LEVEL FLOOR PLAN PARTIAL A2.1bMAIN LEVEL FLOOR PLAN PARTIAL EX-A2.2 EXISTING ROOF PLAN A2.2ROOF PLAN EX-A3.0EXISTING EXTERIOR ELEVATIONS EX-A3.1EXISTING EXTERIOR ELEVATIONS A3.0EXTERIOR ELEVATIONS A3.1EXTERIOR ELEVATIONS A3.2EXTERIOR ELEVATIONS EX-A4.0EXISTING BUILDING SECTIONS EX-A4.1EXISTING BUILDING SECTIONS EX-A4.2EXISTING BUILDING SECTIONS A4.0BUILDING SECTIONS A4.1BUILDING SECTIONS A5.0LOWER LEVEL REFLECTED CEILING PLAN A5.1MAIN LEVEL REFLECTED CEILING PLAN A8.0GRAPHIC WINDOW SCHEDULE A8.1GRAPHIC WINDOW & DOOR SCHEDULE EX-S2.0EXISTING LOWER LEVEL FRAMING AND FOUNDATION PLAN EX-S2.0aEXISTING GARAGE ROOF FRAMING AND FOUNDATION PLAN S2.0LOWER LEVEL FRAMING AND FOUNDATION PLAN EX-S2.1EXISTING UPPER (MAIN) LEVEL FRAMING PLAN S2.1MAIN LEVEL FRAMING PLAN EX-S2.2EXISTING ROOF FRAMING PLAN S2.2ROOF FRAMING PLAN EX-S3.0EXISTING GENERAL NOTES AND FOUNDATION DETAILS S3.0GENERAL NOTES AND DETAILS EX-S3.1EXISTING FRAMING AND ROOF FRAMING DETAILS S3.1FOUNDATION DETAILS S3.2FOUNDATION DETAILS S4.1FRAMING DETAILS S4.2FRAMING DETAILS M1.0MECHANICAL SCHEDULES AND SCHEMATICS M2.0CRAWLSPACE MECHANICAL PLAN M2.1LOWER AND MAIN LEVEL MECHANICAL PLANS M3.0MECHANICAL SPECIFICATIONS AND SEQUENCE OF OPERATION E-0FIXTURE SCHEDULE E-1LOWER LEVEL E-2MAIN LEVEL E-3SITE PLAN
AB
B
R
E
V
I
A
T
I
O
N
S
PTQT
RE
:
RE
F
RE
Q
D
RE
S
L
RE
V
RR
&
S
RDRMROR/
S
SH
L
D
R
SI
M
SP
E
C
SQSFST
D
ST
L
ST
N
ST
R
U
C
T
TB
D
TCTE
L
TVT
&
G
T
O
B
T
O
C
T
O
F
T
O
P
T
O
S
T
O
W
TBTTY
P
UN
O
VE
R
T
WCWPWP
M
WP
T
WW
F
WWD
W
W/W/
O
WD
GL
G
L
A
S
S
,
G
L
A
Z
I
N
G
GW
B
G
Y
P
S
U
M
W
A
L
L
B
O
A
R
D
HD
W
R
H
A
R
D
W
A
R
E
HD
R
H
E
A
D
E
R
HV
A
C
H
E
A
T
I
N
G
/
V
E
N
T
I
L
A
T
I
N
G
/
A
I
R
C
O
N
D
I
T
I
O
N
I
N
G
HT
H
E
I
G
H
T
HP
H
I
G
H
P
O
I
N
T
HO
R
Z
H
O
R
I
Z
O
N
T
A
L
HB
H
O
S
E
B
I
B
HR
H
O
U
R
IN
C
L
I
N
C
L
U
D
E
(
D
)
,
(
I
O
N
)
ID
I
N
S
I
D
E
D
I
A
M
E
T
E
R
IB
C
I
N
S
T
A
L
L
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
IB
O
I
N
S
T
A
L
L
E
D
B
Y
O
W
N
E
R
IN
S
U
L
I
N
S
U
L
A
T
I
O
N
IN
T
I
N
T
E
R
I
O
R
KI
T
K
I
T
C
H
E
N
LA
M
L
A
M
I
N
A
T
E
LA
V
L
A
V
A
T
O
R
Y
LL
E
N
G
T
H
LT
L
L
I
N
T
E
L
LV
L
L
A
M
I
N
A
T
E
D
V
E
N
E
E
R
L
U
M
B
E
R
MF
R
M
A
N
U
F
A
C
T
U
R
E
(
E
R
)
MO
M
A
S
O
N
R
Y
O
P
E
N
I
N
G
MA
T
L
M
A
T
E
R
I
A
L
MA
X
M
A
X
I
M
U
M
MT
L
M
E
T
A
L
ME
C
H
M
E
C
H
A
N
I
C
A
L
MC
M
E
D
I
C
I
N
E
C
A
B
I
N
E
T
MI
N
M
I
N
I
M
U
M
MI
R
M
I
R
R
O
R
MI
S
C
M
I
S
C
E
L
L
A
N
E
O
U
S
MN
T
M
I
N
U
T
E
NA
N
O
T
A
P
P
L
I
C
A
B
L
E
NO
M
N
O
M
I
N
A
L
NI
C
N
O
T
I
N
C
O
N
T
R
A
C
T
NT
S
N
O
T
T
O
S
C
A
L
E
OP
G
O
P
E
N
I
N
G
OP
P
O
P
P
O
S
I
T
E
OP
H
O
P
P
O
S
I
T
E
H
A
N
D
OD
O
U
T
S
I
D
E
D
I
A
M
E
T
E
R
(P
)
P
A
S
S
I
V
E
PP
A
I
N
T
PR
P
A
I
R
PV
M
T
P
A
V
E
M
E
N
T
PL
P
L
A
T
E
PL
Y
W
D
P
L
Y
W
O
O
D
AB
V
A
B
O
V
E
AF
F
A
B
O
V
E
F
I
N
I
S
H
E
D
F
L
O
O
R
(A
)
A
C
T
I
V
E
AC
A
C
O
U
S
T
I
C
A
L
AD
D
A
D
D
E
N
D
U
M
AD
J
A
D
J
A
C
E
N
T
AL
T
A
L
T
E
R
N
A
T
E
AL
U
M
A
L
U
M
I
N
U
M
AR
C
H
A
R
C
H
I
T
E
C
T
(
U
R
A
L
)
BA
S
M
T
B
A
S
E
M
E
N
T
BR
G
B
E
A
R
I
N
G
BR
B
E
E
R
BI
T
B
I
T
U
M
I
N
O
U
S
BL
D
G
B
U
I
L
D
I
N
G
B
O
H
B
O
T
T
O
M
O
F
H
E
A
D
E
R
CP
T
C
A
R
P
E
T
CS
M
T
C
A
S
E
M
E
N
T
CL
G
C
E
I
L
I
N
G
CT
C
E
R
A
M
I
C
T
I
L
E
CL
R
C
L
E
A
R
(
A
N
C
E
)
CO
L
C
O
L
U
M
N
CO
N
C
C
O
N
C
R
E
T
E
CM
U
C
O
N
C
R
E
T
E
M
A
S
O
N
R
Y
U
N
I
T
CO
N
T
C
O
N
T
I
N
U
O
U
S
CU
S
T
C
U
S
T
O
M
DT
L
D
E
T
A
I
L
DI
A
D
I
A
M
E
T
E
R
DI
M
D
I
M
E
N
S
I
O
N
DR
D
O
O
R
DW
G
D
R
A
W
I
N
G
EL
E
C
E
L
E
C
T
R
I
C
(
A
L
)
EL
E
V
E
L
E
V
A
T
I
O
N
EQ
E
Q
U
A
L
EX
I
S
T
E
X
I
S
T
I
N
G
EX
T
E
X
T
E
R
I
O
R
FO
S
F
A
C
E
O
F
S
T
U
D
S
FI
N
F
I
N
I
S
H
FF
F
I
N
I
S
H
E
D
F
L
O
O
R
FP
F
I
R
E
P
L
A
C
E
FL
R
F
L
O
O
R
(
I
N
G
)
FD
F
L
O
O
R
D
R
A
I
N
FT
G
F
O
O
T
I
N
G
FN
D
F
O
U
N
D
A
T
I
O
N
FB
O
F
U
R
N
I
S
H
E
D
B
Y
O
T
H
E
R
S
GA
G
A
U
G
E
GA
L
V
G
A
L
V
A
N
I
Z
E
D
GC
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
POINTQUARRY TILEREFERENCEREFRIGERATORREQUIREDRESILIENTREVISIONRISERROD AND SHELFROOF DRAINROOMROUGH OPENINGROUGH SAWNSHOULDERSIMILARSPECIFICATION (S)SQUARESQUARE FEETSTANDARDSTEEL STRUCTURALTO BE DETERMINEDTRASH COMPACTORTELEPHONETELEVISIONTONGUE AND GROOVETOP OF BEAMTOP OF CONCRETE SLABTOP OF WINDOW/DOOR FRAMETOP OF PLYWOODTOP OF STEELTOP OF WALLTOWEL BARTREADTYPICALUNLESS NOTED OTHERWISEVERTICALWATER CLOSETWATERPROOFINGWATERPROOFING MEMBRANEWORKPOINTWELDED WIRE FABRICWIDTH, WIDEWINDOWWITHWITHOUTWOODSTONE1 STORY + BASEMENTTYPE OF OCCUPANCY:TYPE OF CONSTRUCTION:LEVELS:TYPE V-NR3 (SINGE FAMILY)PROJECT INFORMATIONMEP ENGINEERARCHITECT STRUCTURAL ENGINEER LANDSCAPE ARCHITECTGENERAL CONTRACTORPROJECT DIRECTORY
DA
T
U
M
R
E
F
E
R
E
N
C
E
INDEX OF DRAWINGSDOUGLAS MILLER DeCHANT ARCHITECTS Shepherd Resources, Inc / AIA 37347 US Highway 6, Suite 101 PO Box 1624 Avon, CO 81620 (Phone) 970.949.3302 (Fax) 970.949.5121 Monroe & Newell Engineers, Inc.PO Box 1597 Avon, CO 81620 (Phone) 970.949.7768 (Fax) 970.949.4054 Fieldscape PO Box 1871 Avon, CO 81620 (Phone) 970.328.4006Rader Engineering, Inc.40690 Highway 6, Suite E1 PO Box 8610 Avon, CO 81620 (Phone) 970.845.7910 George Shaeffer Construction Co.PO Box 373 Vail, CO 81658 (Phone) 970.845.5656 HEIGHT:EXISTING + NEW ROOF INSULATION & ROOFINGPARKING:EXISTING FIRE SUPPRESSION SYSTEM:YES, TO BE ADDED GRFA:BUILDING LOT SIZE:0.5179 6,039 SF (MAXIMUM=7,483 SF)CURRENT APPLICABLE CODES:ACRES (22,560 SF)PARCEL NUMBER:2101-071-12-003LEGAL DESCRIPTION:VAIL VILLAGE FILING 1 BLOCK: 7 LOT:38 BK-0465 PG-0868 QCD 07-11-87CLASS OF WORK:REMODEL/ADDITIONSlifer Designs 216 Main Street, C-100 Edwards, CO 81632 (Phone) 970.926.8200INTERIOR FIXED FINISHES
CO
P
Y
R
I
G
H
T
R
E
S
E
R
V
A
T
I
O
N
AL
L
D
R
A
W
I
N
G
S
,
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
O
T
H
E
R
D
O
C
U
M
E
N
T
S
P
R
E
P
A
R
E
D
B
Y
T
H
E
A
R
C
H
I
T
E
C
T
(
D
O
U
G
L
A
S
M
I
L
L
E
R
D
E
C
H
A
N
T
A
R
C
H
I
T
E
C
T
S
/
S
H
E
P
H
E
R
D
RE
S
O
U
R
C
E
S
,
I
N
C
.
/
A
I
A
H
E
R
E
I
N
A
F
T
E
R
,
"
S
R
I
"
)
F
O
R
P
R
O
J
E
C
T
S
F
O
R
W
H
I
C
H
T
H
E
A
R
C
H
I
T
E
C
T
H
A
S
B
E
E
N
R
E
T
A
I
N
E
D
A
R
E
I
N
S
T
R
U
M
E
N
T
S
O
F
T
H
E
AR
C
H
I
T
E
C
T
'
S
S
E
R
V
I
C
E
F
O
R
U
S
E
S
O
L
E
L
Y
W
I
T
H
R
E
S
P
E
C
T
T
O
T
H
E
S
P
E
C
I
F
I
C
P
R
O
J
E
C
T
,
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
P
R
O
V
I
D
E
D
I
N
W
R
I
T
I
N
G
,
T
H
E
A
R
C
H
I
T
E
C
T
SH
A
L
L
B
E
D
E
E
M
E
D
T
H
E
S
O
L
E
A
N
D
E
X
C
L
U
S
I
V
E
A
U
T
H
O
R
O
F
S
U
C
H
D
O
C
U
M
E
N
T
S
A
N
D
S
H
A
L
L
R
E
T
A
I
N
,
W
I
T
H
O
U
T
L
I
M
I
T
A
T
I
O
N
,
A
L
L
C
O
M
M
O
N
L
A
W
,
ST
A
T
U
T
O
R
Y
A
N
D
O
T
H
E
R
R
E
V
E
R
S
E
D
R
I
G
H
T
S
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
P
Y
R
I
G
H
T
H
E
R
E
O
F
.
N
O
P
E
R
S
O
N
(
I
N
C
L
U
D
I
N
G
,
W
I
T
H
O
U
T
L
I
M
I
T
A
T
I
O
N
,
A
L
L
EM
P
L
O
Y
E
E
S
A
N
D
/
O
R
I
N
D
E
P
E
N
D
E
N
T
C
O
N
T
R
A
C
T
O
R
S
O
F
T
H
E
A
R
C
H
I
T
E
C
T
)
,
W
H
E
T
H
E
R
H
A
V
I
N
G
C
O
M
E
R
I
G
H
T
L
Y
I
N
T
O
P
O
S
S
E
S
S
I
O
N
T
H
E
R
E
O
F
O
R
OT
H
E
R
W
I
S
E
,
S
H
A
L
L
E
M
P
L
O
Y
T
H
E
S
E
D
O
C
U
M
E
N
T
S
O
N
A
N
Y
O
T
H
E
R
P
R
O
J
E
C
T
,
N
O
R
F
O
R
A
D
D
I
T
I
O
N
S
T
O
A
N
Y
P
R
O
J
E
C
T
N
O
R
F
O
R
T
H
E
C
O
M
P
L
E
T
I
O
N
O
F
AN
Y
P
R
O
J
E
C
T
F
O
R
W
H
I
C
H
T
H
E
A
R
C
H
I
T
E
C
T
H
A
S
B
E
E
N
R
E
T
A
I
N
E
D
B
Y
O
T
H
E
R
S
,
O
R
M
A
K
E
A
N
Y
O
T
H
E
R
U
S
E
T
H
E
R
E
O
F
W
H
A
T
S
O
E
V
E
R
,
U
N
L
E
S
S
W
I
T
H
T
H
E
PR
I
O
R
E
X
P
R
E
S
S
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
U
P
O
N
A
P
P
R
O
P
R
I
A
T
E
C
O
M
P
E
N
S
A
T
I
O
N
T
O
T
H
E
A
R
C
H
I
T
E
C
T
I
N
A
N
A
M
O
U
N
T
A
N
D
K
I
N
D
SA
T
I
S
F
A
C
T
O
R
Y
T
O
T
H
E
A
R
C
H
I
T
E
C
T
A
S
A
G
R
E
E
D
T
O
B
Y
T
H
E
A
R
C
H
I
T
E
C
T
I
N
W
R
I
T
I
N
G
.
T
H
E
A
R
C
H
I
T
E
C
T
E
X
P
R
E
S
S
L
Y
C
L
A
I
M
S
A
L
L
P
R
O
P
R
I
E
T
A
R
Y
R
I
G
H
T
S
IN
A
L
L
M
A
T
E
R
I
A
L
F
O
R
W
H
I
C
H
A
R
E
I
S
S
U
E
D
I
N
C
O
N
F
I
D
E
N
C
E
F
O
R
D
E
S
I
G
N
A
N
D
/
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
O
F
A
L
L
P
R
O
J
E
C
T
S
F
O
R
W
H
I
C
H
T
H
E
AR
C
H
I
T
E
C
T
H
A
S
B
E
E
N
R
E
T
A
I
N
E
D
A
S
N
O
T
E
D
.
T
H
E
S
E
M
A
T
E
R
I
A
L
S
M
A
Y
N
O
T
B
E
C
O
P
I
E
D
,
M
O
D
I
F
I
E
D
,
N
O
R
E
M
P
L
O
Y
E
D
I
N
A
N
Y
W
A
Y
B
Y
A
N
Y
P
E
R
S
O
N
(I
N
C
L
U
D
I
N
G
,
W
I
T
H
O
U
T
L
I
M
I
T
A
T
I
O
N
,
A
N
E
M
P
L
O
Y
E
E
O
R
E
E
M
P
L
O
Y
E
E
S
)
W
I
T
H
O
U
T
T
H
E
S
P
E
C
I
F
I
C
P
R
I
O
R
W
R
I
T
T
E
N
C
O
N
S
E
N
T
A
N
D
P
E
R
M
I
S
S
I
O
N
O
F
T
H
E
AR
C
H
I
T
E
C
T
.
T
H
E
F
O
R
E
G
O
I
N
G
S
H
A
L
L
A
P
P
L
Y
E
Q
U
A
L
L
Y
T
O
A
L
L
C
O
N
C
E
P
T
D
R
A
W
I
N
G
S
,
R
E
N
D
E
R
I
N
G
S
,
S
K
E
T
C
H
E
S
,
B
I
D
S
A
N
D
A
L
L
O
T
H
E
R
W
O
R
K
PR
O
D
U
C
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
E
V
E
N
I
N
T
H
E
E
V
E
N
T
T
H
A
T
T
H
E
A
R
C
H
I
T
E
C
T
I
S
N
O
T
U
L
T
I
M
A
T
E
L
Y
R
E
T
A
I
N
E
D
F
O
R
T
H
E
S
P
E
C
I
F
I
C
P
R
O
J
E
C
T
F
O
R
W
H
I
C
H
SU
C
H
M
A
T
E
R
I
A
L
S
W
E
R
E
C
R
E
A
T
E
D
A
N
D
T
O
A
L
L
O
T
H
E
R
W
O
R
K
S
A
N
D
W
O
R
K
P
R
O
D
U
C
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
.
(C
)
2
0
1
2
D
O
U
G
L
A
S
M
I
L
L
E
R
D
E
C
H
A
N
T
A
R
C
H
I
T
E
C
T
S
/
S
H
E
P
H
E
R
D
R
E
S
O
U
R
C
E
S
,
I
N
C
.
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
.
AL
L
I
S
S
U
A
N
C
E
S
S
H
A
L
L
B
E
D
I
S
T
R
I
B
U
T
E
D
I
N
F
U
L
L
,
W
H
I
C
H
I
N
C
L
U
D
E
S
B
U
T
I
S
N
O
T
L
I
M
I
T
E
D
T
O
,
A
L
L
O
F
T
H
E
S
H
E
E
T
S
L
I
S
T
E
D
I
N
T
H
E
I
N
D
E
X
O
F
D
R
A
W
INGS
ON
T
H
I
S
S
H
E
E
T
,
T
H
E
D
E
T
A
I
L
M
A
N
U
A
L
,
T
H
E
P
R
O
J
E
C
T
M
A
N
U
A
L
,
A
D
D
E
N
D
A
A
N
D
A
R
C
H
I
T
E
C
T
U
R
A
L
S
U
P
P
L
E
M
E
N
T
A
L
I
N
S
T
R
U
C
T
I
O
N
S
.
P
L
E
A
S
E
C
O
N
T
A
C
T
TH
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
I
F
Y
O
U
H
A
V
E
N
O
T
R
E
C
E
I
V
E
D
A
C
O
M
P
L
E
T
E
S
E
T
O
F
D
O
C
U
M
E
N
T
S
.
NATIONAL ELECTRICAL CODE 2008 INTERNATIONAL RESIDENTIAL, FIRE,MECHANICAL, PLUMBING, FUEL GAS,PERFORMANCE AND ENERGY 2009
EL
E
V
A
T
I
O
N
S
R
E
P
R
E
S
E
N
T
A
C
T
U
A
L
R
E
A
L
W
O
R
L
D
E
L
E
V
A
T
I
O
N
S
RE
L
A
T
I
V
E
T
O
S
E
A
L
E
V
E
L
FF
=
XX
X
'
-
X
"
TO
P
O
F
F
I
N
I
S
H
E
D
F
L
O
O
R
T
O
X
XX
X
'
-
X
"
TO
P
O
F
P
L
Y
W
O
O
D
(
P
)
O
R
C
O
N
C
R
E
T
E
(
C
)
GE
N
E
R
A
L
N
O
T
E
S
1.
A
L
L
D
I
S
T
R
I
B
U
T
I
O
N
S
O
F
T
H
E
S
E
D
R
A
W
I
N
G
S
B
Y
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
I
N
C
L
U
D
E
A
L
L
A
D
D
I
T
I
O
N
A
L
DO
C
U
M
E
N
T
S
A
S
S
O
C
I
A
T
E
D
W
I
T
H
T
H
I
S
I
S
S
U
E
.
T
H
E
S
E
D
O
C
U
M
E
N
T
S
I
N
C
L
U
D
E
,
B
U
T
A
R
E
N
O
T
L
I
M
I
T
E
D
T
O
,
P
R
O
J
E
C
T
MA
N
U
A
L
,
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
A
N
D
D
E
T
A
I
L
M
A
N
U
A
L
.
F
U
R
T
H
E
R
M
O
R
E
,
N
O
N
E
O
F
T
H
E
A
D
D
I
T
I
O
N
A
L
D
O
C
U
M
E
N
T
S
S
H
A
L
L
B
E
DI
S
T
R
I
B
U
T
E
D
W
I
T
H
O
U
T
T
H
E
S
E
D
R
A
W
I
N
G
S
.
2.
I
T
I
S
T
H
E
I
N
T
E
N
T
O
F
T
H
E
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
T
O
E
S
T
A
B
L
I
S
H
A
S
T
A
N
D
A
R
D
O
F
Q
U
A
L
I
T
Y
.
T
H
E
AR
C
H
I
T
E
C
T
R
E
S
E
R
V
E
S
T
H
E
R
I
G
H
T
T
O
T
A
K
E
E
X
C
E
P
T
I
O
N
S
T
O
M
E
T
H
O
D
S
A
N
D
M
A
T
E
R
I
A
L
S
N
O
T
R
E
F
L
E
C
T
E
D
H
E
R
E
I
N
.
3.
W
O
R
K
S
H
A
L
L
B
E
P
E
R
F
O
R
M
E
D
I
N
A
W
O
R
K
M
A
N
L
I
K
E
O
R
C
R
A
F
T
S
M
A
N
L
I
K
E
M
A
N
N
E
R
T
O
T
H
E
S
A
T
I
S
F
A
C
T
I
O
N
O
F
T
H
E
O
W
N
E
R
.
4.
T
H
E
D
R
A
W
I
N
G
S
S
H
A
L
L
N
O
T
B
E
S
C
A
L
E
D
T
O
D
E
T
E
R
M
I
N
E
C
O
N
S
T
R
U
C
T
I
O
N
D
I
M
E
N
S
I
O
N
S
.
T
H
E
C
O
N
T
R
A
C
T
O
R
A
N
D
EA
C
H
S
U
B
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
V
E
R
I
F
Y
A
L
L
D
I
M
E
N
S
I
O
N
S
P
R
I
O
R
T
O
E
X
E
C
U
T
I
O
N
O
F
T
H
E
W
O
R
K
,
A
N
D
S
H
A
L
L
B
E
RE
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
C
O
R
R
E
C
T
A
N
D
A
C
C
U
R
A
T
E
L
A
Y
O
U
T
A
N
D
C
O
N
S
T
R
U
C
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
.
5.
D
I
M
E
N
S
I
O
N
S
A
R
E
T
O
F
A
C
E
O
F
S
T
U
D
O
R
T
I
M
B
E
R
,
C
E
N
T
E
R
L
I
N
E
O
F
T
I
M
B
E
R
A
N
D
F
A
C
E
O
F
C
O
N
C
R
E
T
E
,
U
N
L
E
S
S
NO
T
E
D
O
T
H
E
R
W
I
S
E
.
6.
D
E
N
O
T
E
S
A
D
O
O
R
.
R
E
F
E
R
T
O
P
L
A
N
S
F
O
R
D
O
O
R
L
O
C
A
T
I
O
N
S
.
R
E
F
E
R
T
O
D
O
O
R
S
C
H
E
D
U
L
E
.
7.
D
E
N
O
T
E
S
A
W
I
N
D
O
W
.
R
E
F
E
R
T
O
P
L
A
N
S
,
S
E
C
T
I
O
N
S
,
A
N
D
E
L
E
V
A
T
I
O
N
S
F
O
R
W
I
N
D
O
W
L
O
C
A
T
I
O
N
S
.
R
E
F
E
R
T
O
WI
N
D
O
W
S
C
H
E
D
U
L
E
.
8.
R
E
F
E
R
T
O
I
N
T
E
R
I
O
R
S
D
O
C
U
M
E
N
T
S
F
O
R
R
O
O
M
F
I
N
I
S
H
S
C
H
E
D
U
L
E
.
9.
C
O
O
R
D
I
N
A
T
E
E
L
E
C
T
R
I
C
A
L
A
N
D
M
E
C
H
A
N
I
C
A
L
W
O
R
K
W
I
T
H
S
T
R
U
C
T
U
R
A
L
F
R
A
M
I
N
G
.
10
.
P
R
O
V
I
D
E
A
L
L
N
E
C
E
S
S
A
R
Y
B
L
O
C
K
I
N
G
I
N
S
T
U
D
W
A
L
L
S
A
N
D
C
E
I
L
I
N
G
S
.
L
O
C
A
T
I
O
N
S
I
N
C
L
U
D
E
B
U
T
A
R
E
N
O
T
L
I
M
I
T
E
D
T
O
TO
I
L
E
T
S
,
B
A
T
H
A
C
C
E
S
S
O
R
I
E
S
,
C
E
I
L
I
N
G
A
N
D
W
A
L
L
M
O
U
N
T
E
D
E
L
E
C
T
R
I
C
A
L
F
I
X
T
U
R
E
S
,
S
H
E
L
V
E
S
,
C
L
O
S
E
T
R
O
D
S
,
CA
B
I
N
E
T
R
Y
,
C
O
U
N
T
E
R
T
O
P
S
,
S
T
A
I
R
H
A
N
D
R
A
I
L
S
A
N
D
F
A
L
S
E
B
E
A
M
S
.
11
.
C
O
N
F
I
R
M
D
A
T
U
M
I
N
F
O
R
M
A
T
I
O
N
W
I
T
H
C
I
V
I
L
P
L
A
N
S
.
12
.
A
L
L
N
O
N
9
0
D
E
G
R
E
E
A
N
G
L
E
S
O
N
P
L
A
N
S
A
R
E
4
5
D
E
G
R
E
E
S
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
13
.
I
M
M
E
D
I
A
T
E
L
Y
N
O
T
I
F
Y
T
H
E
A
R
C
H
I
T
E
C
T
O
F
A
N
Y
D
I
S
C
R
E
P
A
N
C
I
E
S
.
F
L
O
O
R
P
L
A
N
S
T
A
K
E
P
R
E
C
E
D
E
N
C
E
.
14
.
A
L
L
A
R
C
H
E
S
A
R
E
T
O
H
A
V
E
A
R
A
D
I
U
S
T
H
A
T
E
Q
U
A
L
S
T
H
E
W
I
D
T
H
O
F
T
H
E
O
P
E
N
I
N
G
.
T
H
E
S
P
R
I
N
G
L
I
N
E
O
F
T
H
E
AR
C
H
I
S
L
O
C
A
T
E
D
A
T
7
'
-
0
"
A
F
F
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
15
.
W
O
O
D
/
T
I
M
B
E
R
M
E
M
B
E
R
S
N
O
T
E
D
W
I
T
H
"
(
I
N
C
H
)
M
A
R
K
S
R
E
F
E
R
S
T
O
T
H
E
A
C
T
U
A
L
F
I
N
I
S
H
E
D
D
I
M
E
N
S
I
O
N
O
F
T
H
E
M
E
M
B
E
R
.
FO
R
E
X
A
M
P
L
E
:
4
"
X
1
2
"
R
E
F
E
R
S
T
O
A
M
E
M
B
E
R
T
H
A
T
M
E
A
S
U
R
E
S
4
I
N
C
H
E
S
W
I
D
E
B
Y
1
2
I
N
C
H
E
S
D
E
E
P
.
M
E
M
B
E
R
S
NO
T
E
D
W
I
T
H
O
U
T
"
(
I
N
C
H
)
M
A
R
K
S
R
E
F
E
R
S
T
O
T
H
E
N
O
M
I
N
A
L
F
I
N
I
S
H
E
D
D
I
M
E
N
S
I
O
N
S
O
F
T
H
E
M
E
M
B
E
R
.
F
O
R
E
X
A
M
P
L
E
4
X
1
2
RE
F
E
R
S
T
O
A
M
E
M
B
E
R
T
H
A
T
M
E
A
S
U
R
E
S
3
1
/
2
I
N
C
H
E
S
W
I
D
E
B
Y
1
1
1
/
4
I
N
C
H
E
S
D
E
E
P
.
R
E
F
E
R
T
O
S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
SU
R
F
A
C
E
T
E
X
T
U
R
E
A
N
D
F
I
N
I
S
H
.
16
.
I
N
S
T
A
L
L
P
E
R
F
O
R
A
T
E
D
P
I
P
E
P
E
R
I
M
E
T
E
R
D
R
A
I
N
S
Y
S
T
E
M
A
N
D
S
O
L
I
D
P
I
P
E
U
N
D
E
R
D
R
A
I
N
S
Y
S
T
E
M
A
S
R
E
Q
U
I
R
E
D
.
RE
F
E
R
E
N
C
E
S
O
I
L
S
R
E
P
O
R
T
F
O
R
A
D
D
I
T
I
O
N
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
.
S
L
O
P
E
S
Y
S
T
E
M
T
O
D
R
Y
W
E
L
L
O
R
D
A
Y
L
I
G
H
T
.
A
L
L
DO
W
N
S
P
O
U
T
S
A
T
T
A
C
H
E
D
T
O
S
O
L
I
D
P
I
P
E
D
R
A
I
N
S
Y
S
T
E
M
A
N
D
H
E
A
T
T
R
A
C
E
D
T
O
4
8
"
B
E
L
O
W
F
I
N
I
S
H
E
D
G
R
A
D
E
.
17
.
T
Y
P
I
C
A
L
O
F
F
S
E
T
O
F
I
N
T
E
R
I
O
R
D
O
O
R
S
I
S
6
"
,
U
N
L
E
S
S
A
T
E
N
D
O
F
C
O
R
R
I
D
O
R
(
W
H
E
R
E
T
H
E
Y
A
R
E
C
E
N
T
E
R
E
D
)
,
O
R
U
N
O
.
18
.
A
L
L
W
I
N
D
O
W
A
N
D
D
O
O
R
D
I
M
E
N
S
I
O
N
S
A
R
E
T
O
C
E
N
T
E
R
L
I
N
E
O
F
U
N
I
T
,
U
N
O
.
XX
X X X
PR
O
J
E
C
T
N
O
R
T
H
TH
I
S
S
Y
M
B
O
L
R
E
F
E
R
S
T
O
P
R
O
J
E
C
T
N
O
R
T
H
.
F
O
R
AC
T
U
A
L
N
O
R
T
H
,
R
E
F
E
R
T
O
S
I
T
E
P
L
A
N
O
R
S
U
R
V
E
Y
DO
C
U
M
E
N
T
S
.
VI
C
I
N
I
T
Y
M
A
P
6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-30-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
4
am
,
No
v
30
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE EX-A2.01107AUGUST 31, 2012 EXISTING LOWER LEVEL FLOOR PLANMARSHALLRESIDENCEREMODELPERMIT6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
UPFLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A UNO. SEE PLANS FOR DIMENSIONS.2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS/STEPS & GRADE 3. ALL LIGHTER LINES ARE EXISTING, UNO.4. ALL DARKER LINES OR SHADED WALLS ARE NEW, UNO.5. ALL WINDOWS AND DOORS ARE NEW.
1
2
3
4
5
6 dd
dd
cc
cc
aa
aa
bb
bb
14' - 0"15' - 2"8' - 0"
37' - 2"
BE
D
R
O
O
M
#4
10
0
BA
T
H
#
4
10
2
BE
D
R
O
O
M
#1
10
4
BA
T
H
#
1
10
6
DR
E
S
S
I
N
G
#1
10
7
LA
U
N
D
R
Y
10
9
BA
T
H
#
2
11
1
DR
E
S
S
I
N
G
#2
11
2
ME
C
H
11
3
BE
D
R
O
O
M
#2
11
4
RE
C
RO
O
M
11
6
STAIR 117 STORAGE 110
CO
R
R
I
D
O
R
#2
10
8
W.
D.
10
4B
110
10
4A
11
1
11
4A
11
3
EXIST HOT TUB SERVICE
EX
I
S
T
I
N
G
GA
S
M
E
T
E
R
S
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
L
I
N
E
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
5'
D
E
C
K
S
E
T
B
A
C
K
L
I
N
E
A
N
D
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
L
I
N
E
cc.2
cc
.
2
bb.8
bb
.
8
11
4B
10
9
CL
O
S
E
T
10
1
EN
T
R
Y
10
3
DW
RE
F
R
I
D
G
E
BE
L
O
W
MI
C
R
O
A
B
O
V
E
ED
G
E
O
F
N
E
W
D
E
C
K
AB
O
V
E
2 A4.0 1 A4.0
3 A4
.
1
4 A4
.
1
10
8
10
1
10
2B
2 A4
.
1
NEW CRAWL SPACE HATCH, 12 SF MAX
10
2C
10
2A
EX
T
.
F
A
C
E
OF
S
T
U
D
W/
N
E
W
ST
O
N
E
EX
T
.
F
A
C
E
OF
S
T
U
D
W/
N
E
W
ST
O
N
E
EX
T
.
F
A
C
E
OF
S
T
U
D
W
/
NE
W
S
T
O
N
E
CL
O
F
B
E
A
M
AB
O
V
E
4"
S
T
O
N
E
VE
N
E
E
R
TH
I
S
W
A
L
L
ICE
WIDER
OPENING
WIDER
OPENING
BENCH
BENCH
10
0
81
4
3
'
-
5
1
/
2
"
R
@
6
-
1
1
/
1
6
"
T
@
1
2
"
UP
EX
I
S
T
I
N
G
S
T
A
I
R
19
R
@
6
-
5
/
8
"
18
T
@
1
0
-
3
/
1
6
"
10
6
2 3/4"
2 3/4"
1' - 2 3/4"
6'
-
4
1
/
2
"
9"
2
'
-
4
"
4' - 2"4' - 0"
8
7
/
8
"
2' - 1 1/4"
4' - 0 1/4"2' - 8"5' - 10 7/8"
1'
-
6
1
/
8
"
1'
-
2
5
/
8
"
6' - 2 3/4"
2 5/8"2 7/8"2 3/4"2 3/4"
4'
-
0
"
3' - 5 3/4"1' - 9 9/16"
1' - 4 15/16"
17
'
-
0
5
/
8
"
7' - 0"
7' - 0"
6"
6"
75
'
-
0
"
15
'
-
0
"
15
'
-
0
"
15
'
-
0
"
17
'
-
0
"
13' - 0"
W2
A
W2
A
W1
E
1
11"
W4
B
REMOVE WINE RACK
4"
S
T
O
N
E
V
E
N
E
E
R
TH
I
S
W
A
L
L
9.
2
5
"
S
T
O
N
E
VE
N
E
E
R
T
H
I
S
WA
L
L
O
N
L
Y
8"
8"
3
5
/
8
"
1
5
/
8
"
NE
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
FR
A
M
I
N
G
NEW STONE ON EXISTING FRAMING/STUCCONEW STONE ON EXISTING FRAMING/STUCCO
NE
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
FR
A
M
I
N
G
/
S
T
U
C
C
O
NE
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
/
A
D
D
E
D
WA
L
L
W3
E
1
W3
E
1
W3
E
1
W3
E
1
W3
E
1
W3B W3E1
W4
B
SI
M
.
W3
E
1
W3
E
1
W3B W1E2 W1E2
W1
E
2
3'
-
1
1
1
/
4
"
3'
-
3
1
/
2
"
17
'
-
4
5
/
8
"
8'
-
6
1
/
4
"
NE
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
WA
L
L
F5
E
1
F5
E
1
F5
E
F5
E
F5
E
F5
E
2
F5
E
2
F5
E
1
F5
E
1
F5
E
1
F5
E
2
F5
E
2
F5
E
SI
M
.
SI
M
.
W3B
NE
W
S
T
O
N
E
ON
N
E
W
FR
A
M
I
N
G
W4
B
SI
M
.
W4
B
W4
B
FU
R
R
-
O
U
T
W
A
L
L
2"
F
O
R
M
E
C
H
DU
C
T
S
BU
I
L
T
-
I
N
CO
U
N
T
E
R
AN
D
C
A
B
S
W/
A
P
P
L
I
A
N
C
E
S
PE
R
I
D
D
O
C
S
BU
I
L
T
-
I
N
CO
U
N
T
E
R
AN
D
C
A
B
S
W/
A
P
P
L
I
A
N
C
E
S
PE
R
I
D
D
O
C
S
BE
N
C
H
PE
R
I
D
DO
C
S
BE
N
C
H
P
E
R
ID
D
O
C
S
CU
R
V
E
D
W
A
L
L
PE
R
ID
D
O
C
S
KI
T
C
H
E
N
E
T
T
E
11
5
ME
C
H
D
U
C
T
ME
C
H
DU
C
T
S
HO
O
D
EX
H
A
U
S
T
ME
C
H
CH
A
S
E
bb
.
2
W3
E
1
SI
M
.
SI
M
.
SI
M
.
W3
E
1
4"
S
T
O
N
E
V
E
N
E
E
R
TH
I
S
W
A
L
L
W3
E
1
GU
A
R
D
R
A
I
L
0"
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.0a1107NOVEMBER 7, 2012 LOWER LEVEL FLOOR PLAN PARTIALMARSHALLRESIDENCEREMODELPERMIT CORRECTIONS N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
LO
W
E
R
L
E
V
E
L
F
L
O
O
R
P
L
A
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT 11-7-12PERMIT CORRECTIONS
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
4
am
,
No
v
30
,
20
1
2
FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A UNO. SEE PLANS FOR DIMENSIONS.2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS/STEPS & GRADE 3. ALL LIGHTER LINES ARE EXISTING, UNO.4. ALL DARKER LINES OR SHADED WALLS ARE NEW, UNO.5. ALL WINDOWS AND DOORS ARE NEW.
7
8
9 dd
dd
cc
ccaabb
9 1/2"15' - 9"1' - 0 3/4"4' - 4 3/4"2' - 9 1/4"
10
1
/
2
"
2
'
-
9
"
9
1
/
8
"
22' - 0"
BR
I
D
G
E
12
1
BA
T
H
#
3
12
2
BE
D
R
O
O
M
#3
12
3
12
3
12
2B
CL
O
S
E
T
12
4
TV
2'
-
1
"
12
4
cc.2
cc
.
2
bb.8
bb
.
8
ED
G
E
O
F
E
X
I
S
T
I
N
G
M
A
S
T
E
R
C
A
N
T
I
L
E
V
E
R
AB
O
V
E
ED
G
E
O
F
N
E
W
D
E
C
K
AB
O
V
E
1
A4
.
0
1 A4
.
1
12
2A
RE
F
R
I
D
G
E
BE
L
O
W
MI
C
R
O
A
B
O
V
E
2' - 10 1/2"2' - 9 3/4"ALIGN
1'
-
0
"
3'
-
2
"
2'
-
1
0
"
9' - 9 1/4"ALIGN
6'
-
4
"
1'
-
0
"
3'
-
6
3
/
4
"
4' - 9 1/4"
4' - 9 1/4"
8' - 0"
11' - 2 3/4"2' - 9 1/4"2' - 9 1/4"12' - 4 3/4"8' - 0"
37' - 2"
32
'
-
0
"
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
L
I
N
E
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
W4
B
W4
B
NE
W
CR
A
W
L
S
P
A
C
E
HA
T
C
H
,
12
S
F
M
A
X
NE
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
FR
A
M
I
N
G
/
S
T
U
C
C
O
NE
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
FR
A
M
I
N
G
NEW STONE ON EXISTING FRAMING
NE
W
5
"
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
FR
A
M
I
N
G
/
S
T
U
C
C
O
TO
G
R
I
D
L
I
N
E
8
W3
B
W3
B
W1
E
2
W1
E
2
W3E1
W3
E
1
ME
C
H
C
H
A
S
E
12
3
F5
E
1
F5
E
2
F5
E
NE
W
S
T
O
N
E
ON
N
E
W
FR
A
M
I
N
G
W3
B
SI
M
.
SI
M
.
SI
M
.
W4
B
W4
B
W4
B
W3
E
3
12
'
-
0
"
3' - 0"
ALIGN
ALIGN
6' - 9 1/4"
1' - 7"
21
'
-
1
0
1
/
2
"
3'
-
2
"
ALIGN
10
'
-
2
1
/
2
"
9'
-
0
"
4' - 9 1/4"
9'
-
0
"
PAD FOR A/C CONDENSERS RE: MECH AND STRUCTRUAL PLANS
ME
C
H
D
U
C
T
S
ME
C
H
DU
C
T
2"
14
'
-
2
"
SI
M
.
12
1
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.0b1107NOVEMBER 7, 2012 LOWER LEVEL FLOOR PLAN PARTIALMARSHALLRESIDENCEREMODELPERMIT CORRECTIONS
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
LO
W
E
R
L
E
V
E
L
F
L
O
O
R
P
L
A
N
N6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS 8-31-12PERMIT 11-7-12PERMIT CORRECTIONS
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
4
am
,
No
v
30
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE EX-A2.11107AUGUST 31, 2012 EXISTING MAIN LEVEL FLOOR PLANMARSHALLRESIDENCEREMODELPERMIT6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
DN UP
DN
FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A UNO. SEE PLANS FOR DIMENSIONS.2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS/STEPS & GRADE 3. ALL LIGHTER LINES ARE EXISTING, UNO.4. ALL DARKER LINES OR SHADED WALLS ARE NEW, UNO.5. ALL WINDOWS AND DOORS ARE NEW.3 A3.0
2 A3
.
0
4 A3.1
1
2
3
4
56
ddccaabb
15
'
-
0
"
15
'
-
0
"
15
'
-
0
"
17' - 0"13' - 0"
37' - 2"
44
'
-
4
3
/
1
6
"
7
1
3
/
1
6
"
17' - 0"6 1/2"
TV
R
O
O
M
20
0
KI
T
C
H
E
N
20
2
PA
N
T
R
Y
20
3
GA
L
L
E
R
Y
20
5
MU
D
RO
O
M
20
6
BI
K
E
/
S
K
I
20
8
POWDER 209CLOSET210BRIDGE212STAIR219211
20
2A
G1
0
1
G1
0
1
G1
0
1
G100
20
3
ENTRY 211
36
"
R
E
F
ST
O
N
E
D
E
C
K
,
IN
S
T
A
L
L
HE
A
T
T
U
B
I
N
G
FO
R
F
U
T
U
R
E
H
E
A
T
I
N
G
20
2B
36
"
RE
F
/
F
R
Z
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
L
I
N
E
U/
C
F
R
I
D
G
E
U/
C
I
C
E
TV
A
B
O
V
E
FI
R
E
P
L
A
C
E
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
5"
D
E
C
K
S
E
T
B
A
C
K
L
I
N
E
A
N
D
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
L
I
N
E
8' - 0"
cc
.
2
bb
.
8
(E
)
M
E
C
H
CH
A
S
E
LI
V
I
N
G
RO
O
M
20
4
DI
N
I
N
G
RO
O
M
20
1
GL
A
S
S
GU
A
R
D
RA
I
L
GL
A
S
S
GU
A
R
D
RA
I
L
HE
A
T
E
D
ST
O
N
E
D
E
C
K
36
"
BB
Q
NO
N
-
S
E
A
L
E
D
GA
S
F
I
R
E
P
L
A
C
E
AP
P
L
I
A
N
C
E
2 A4.0 1 A4.0
3 A4
.
1
4 A4
.
1
8156' - 9 1/8"8155' - 2 5/8"1 A3.1
1 A3
.
2
2 A4
.
1
ME
C
H
CH
A
S
E
9' - 0"
2' - 8 3/8"
12' - 0"
2' - 8 5/16"
14
' - 1 1/
16"
10' - 6"
FIXED
FIXED
FIXED
FIXED
SC
R
E
E
N
SC
R
E
E
N
SCREEN
DW
DW
20
6
209210
FI
R
E
P
L
A
C
E
W/
G
A
S
L
O
G
S
E
T
TO
M
E
E
T
E
P
A
PH
A
S
E
I
I
RE
Q
U
I
R
E
M
E
N
T
S
EXISTING STAIR 19R @ 6-5/8"18T @ 10-3/16"DNEXISTINGSTAIR3R @ 7-5/16"2T @ 12"GUARDRAIL
GU
A
R
D
R
A
I
L
GU
A
R
D
R
A
I
L
GU
A
R
D
R
A
I
L
4' - 2"2' - 11"1' - 4 1/2"
2'
-
8
"
1
'
-
1
0
5
/
8
"
3
'
-
6
1
/
2
"
5'
-
4
1
/
2
"
4' - 11 3/8"9 5/8"
8°
1
3
5
°
5'
-
3
1
/
4
"
2' - 0"
2'
-
1
3
/
8
"
6' - 0 5/8"
W3
A
W3
A
W3
E
1
W2
A
W2
A
17
'
-
1
1
3
/
8
"
7'
-
3
3
/
8
"
4 3/16"
2' - 6"
5'
-
0
"
75
'
-
0
"
11' - 2 3/4"2' - 9 1/4"2' - 9 1/4"12' - 4 3/4"8' - 0"
37' - 2"11' - 2 3/4"2' - 9 1/4"2' - 9 1/4"12' - 4 3/4"8' - 0"
CO
P
P
E
R
O
N
G
A
R
A
G
E
D
O
O
R
S
W3
E
W3
E
1
W3E2W3EW3A
2 A3.2
AL
L
S
T
O
N
E
O
N
G
A
R
A
G
E
IS
O
N
E
X
I
S
T
I
N
G
W
A
L
L
S
/
S
T
U
C
C
O
SKI LOCKER
3'
-
8
1
/
8
"
3
'
-
1
0
3
/
1
6
"
2'
-
1
0
3
/
4
"
W2
A
W2
A
W2
A
W2
A
W1E2 W1E2
4'
-
0
"
1' - 9 9/16"
2' - 1 5/8"
3' - 5 7/16"
4'
-
0
"
4'
-
0
"
3' - 11"
NE
W
S
T
O
N
E
C
A
P
AB
O
V
E
W
/
L
O
U
V
E
R
IN
S
O
U
T
H
W
A
L
L
NEW STONE CAPNEW STONE CAP
NE
W
S
T
O
N
E
C
A
P
NE
W
S
T
O
N
E
C
A
P
WI
T
H
N
E
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
W
A
L
L
BE
L
O
W
F5
A
F5
A
F5
A
F5
E
3
F5
E
3
F5
E
3
F5
E
3
F5
A
F4
A
F4A
F4
A
F5
E
F5
E
3
F5E3F5E3F5E3
W3
E
W3E2
D4.7
D4.7
D4.7
CH
I
P
O
F
F
T
O
P
L
A
Y
E
R
OF
C
O
N
C
R
E
T
E
S
L
A
B
&
A
D
D
S
T
O
N
E
F
I
N
I
S
H
TO
F
L
U
S
H
O
U
T
W
I
T
H
I
N
T
E
R
I
O
R
ST
O
N
E
F
I
N
I
S
H
EXIST STONE FINISH TO REMAINNEW CARPET ON STAIR, REF ID DOCS
2'
-
0
1
/
4
"
5' - 0"
ME
C
H
D
U
C
T
FLOOR REGISTER RE MECH DWGS
FL
O
O
R
RE
G
I
S
T
E
R
S
RE
M
E
C
H
D
W
G
S
FL
O
O
R
RE
G
I
S
T
E
R
RE
M
E
C
H
D
W
G
S
bb
.
2
EX
I
S
T
C
O
L
U
M
N
,
T
Y
P
SIM
HE
A
T
E
D
ST
O
N
E
D
E
C
K
A D4
.
1
D4.11
W3
E
W3
E
1
W3A
W3
A
4"
S
T
O
N
E
VE
N
E
E
R
TH
I
S
W
A
L
L
SM
O
K
E
R
R
@
6
-
1
1
/
1
6
"
T
@
1
2
"
9 5 °
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.1a1107NOVEMBER 7, 2012 MAIN LEVEL FLOOR PLAN PARTIALMARSHALLRESIDENCEREMODELPERMIT CORRECTIONS N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
MA
I
N
L
E
V
E
L
F
L
O
O
R
P
L
A
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS 8-31-12PERMIT 11-7-12PERMIT CORRECTIONS
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
4
am
,
No
v
30
,
20
1
2
1 A3.0
7
8
9
ddccaabb
14
'
-
0
"
1
8
'
-
0
"
32
'
-
0
"
5' - 4 1/2"14' - 0"15' - 0"
MA
S
T
E
R
TO
I
L
E
T
21
3
MA
S
T
E
R
SH
O
W
E
R
21
4
MA
S
T
E
R
BA
T
H
21
5
MA
S
T
E
R
BE
D
R
O
O
M
21
6
MA
S
T
E
R
DR
E
S
S
I
N
G
21
7
BR
I
D
G
E
21
2
LI
N
E
N
LI
N
E
N
21
3
21
5A 21
5B
21
6A
CA
B
I
N
E
T
S
LO
W
CA
B
I
N
E
T
S
ST
O
N
E
D
E
C
K
cc
.
2
bb
.
8
NO
N
-
S
E
A
L
E
D
GA
S
F
I
R
E
P
L
A
C
E
A
P
P
L
I
A
N
C
E
1
A4
.
0
1 A4
.
1
2 A3
.
1
3 A3
.
1
3 A3
.
2
13
A4
.
3
GU
A
R
D
R
A
I
L
8' - 5"
7'
-
9
1
/
2
"
6'
-
7
1
1
/
1
6
"
11
1
/
2
"
1
8
'
-
0
"
1
1
1
/
2
"
37' - 2"
11' - 2 3/4"2' - 9 1/4"2' - 9 1/4"12' - 4 3/4"8' - 0"
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
L
I
N
E
15
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
L
I
N
E
21
6B
NE
W
S
T
O
N
E
ON
E
X
I
S
T
I
N
G
FR
A
M
I
N
G
W2
A
W3
B 4' - 9 1/4"
3' - 4 1/2"
NE
W
S
T
O
N
E
ON
N
E
W
FR
A
M
I
N
G
FU
R
R
-
O
U
T
I
N
S
I
D
E
OF
C
L
O
S
E
T
2
"
F
O
R
ME
C
H
D
U
C
T
18
"
x
1
8
"
CL
E
A
R
ME
C
H
D
U
C
T
F5
E
3
F5
E
F5
E
2
F4
A
W3
EW3
E
W3
E
1
W3
E
W3
E
W3
E
W3
E
3
W3
E
3
W3E3
FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A UNO. SEE PLANS FOR DIMENSIONS.2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS/STEPS & GRADE 3. ALL LIGHTER LINES ARE EXISTING, UNO.4. ALL DARKER LINES OR SHADED WALLS ARE NEW, UNO.5. ALL WINDOWS AND DOORS ARE NEW.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.1b1107AUGUST 31, 2012 MAIN LEVEL FLOOR PLAN PARTIALMARSHALLRESIDENCEREMODELPERMIT
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
MA
I
N
L
E
V
E
L
F
L
O
O
R
P
L
A
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'N8-24-12FINAL DRB REVISIONS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
4
am
,
No
v
30
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE EX-A2.21107AUGUST 31, 2012 EXISTING ROOF PLANMARSHALLRESIDENCEREMODELPERMIT6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-31-12PERMIT
3 A3
.
0
4 A3
.
1
1
2
3
4
5
6
7
89
ddccaabb
EX
I
S
T
M
E
C
H
.
F
L
U
E
12:12 12:12
12:12 12:12
12:12 12:12
12:1212:12 12:12
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
EXIST CRICKET
cc
.
2
bb
.
8
2:12
2:
1
2
1.
5
:
1
2
2:12
2:12SK
Y
L
I
G
H
T
2
A4
.
0
1
A4
.
0
3 A4
.
1
4 A4
.
1
1 A4.1
6"
3' - 4 7/8"
3'
-
0
"
6"
1 A3.1
2 A3
.
1
3 A3.1
ME
T
A
L
S
N
O
W
F
E
N
C
E
,
T
Y
P
1' - 10 1/4"
EXIST
EX
I
S
T
EXISTEXISTEXIST
EXIST
EXISTEXIST
EX
I
S
T
EXIST
3'
-
3
3
/
1
6
"
1 A3
.
2
GUTTER
GUTTER
GU
T
T
E
R
GUTTER
GU
T
T
E
R
GU
T
T
E
R
GUTTER
GU
T
T
E
R
GUTTER
DO
W
N
S
P
O
U
T
DO
W
N
S
P
O
U
T
DO
W
N
S
P
O
U
T
GU
T
T
E
R
DO
W
N
S
P
O
U
T
DO
W
N
S
P
O
U
T
DOWNSPOUTCHIMNEY FLUE,TBD
CH
I
M
N
E
Y
C
A
P
CH
I
M
N
E
Y
F
L
U
E
,
TB
D
DO
W
N
S
P
O
U
T
GU
T
T
E
R
1' - 10 1/4"
EXIST
EXIST
LI
N
E
O
F
WA
L
L
B
E
L
O
W
DO
W
N
S
P
O
U
T
CR
I
C
K
E
T
EXIST DOWNSPOUTEXIST DOWNSPOUT
11' - 2 3/4"2' - 9 1/4"2' - 9 1/2"12' - 4 1/2"8' - 0"
37' - 2"
47' - 0"
15
'
-
0
"
1
4
'
-
0
"
1
8
'
-
0
"
15
'
-
0
"
1
5
'
-
0
"
1
5
'
-
0
"
12:12 12:12
EXIST.
2 A4
.
1
12:12
12:12
2:12
LI
N
E
O
F
W
A
L
L
B
E
L
O
W
LI
N
E
O
F
W
A
L
L
B
E
L
O
W
EXIST
EXIST
LINE OF WALL BELOW
LI
N
E
O
F
WA
L
L
B
E
L
O
W
EXIST
EX
I
S
T
EX
I
S
T
LI
N
E
O
F
WA
L
L
BE
L
O
W
CO
L
U
M
N
BE
L
O
W
CO
L
U
M
N
BE
L
O
W
,
TY
P
1' - 3 3/4"
10 1/4"
EXI
ST
EXIST
EX
I
S
T
EXIST
2 A3.2
R1
A
R1
A
R1
A
R1
A
R1
A
R1
E
R3
A
R3
A
R3
A
R3
A
R3
A
R3
E
R3
A
R3
A
R3
A
R3
A
R3
A
R1
E
2
R1
E
2
R3
E
R3
E
R3E
R3E
R1
E
2
R1
E
2
R1
E
1
R1E1
R3
E
R3
E
R3ER3ER3ER3ER3E
R1
E
R3
E
R1
E
R3
E
R3
E
R3
A
R3
E
R3
E
R3
E
R3
E
R3
E
R3E
R3
E
R3
A
3'
-
0
5
/
1
6
"
R1
A
D7.01
D7.01
D7.01
D7.01
D7
.
0
1
SIM
D7.05
SIM D7.05
D7.17
D7.17
D7.17
ROOF PLAN GENERAL NOTES 1. ALL EXISTING ROOFING TO BE REPLACED WITH PRE-PATINATED COPPER STANDING SEAM ROOF. ALL NEW ROOFING TO MATCH.2. NEW SNOW FENCES TO BE REPLACED WITH METAL SNOW FENCES OR WILL MATCH EXISTING.3. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.21107AUGUST 31, 2012 ROOF PLANMARSHALLRESIDENCEREMODELPERMIT
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
RO
O
F
P
L
A
N
N6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
4
am
,
No
v
30
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A3.01107AUGUST 31, 2012 EXISTING EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A3.11107AUGUST 31, 2012 EXISTING EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES TO BE NEW OR REPAINTED/REPAIREDELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 2. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.3. ALL WINDOWS AND DOORS ARE NEW.4. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.DCOPPER PANELS
1
2
3
4
5
6
7
89
15
'
-
0
"
B
B
B
A
B
?
B
A
A
A
PR
O
P
O
S
E
D
B
O
U
L
D
E
R
W
A
L
L
15
'
-
0
"
1
5
'
-
0
"
1
7
'
-
0
"
1
3
'
-
0
"
1
5
'
-
0
"
1
4
'
-
0
"
1
8
'
-
0
"
69737071727554
22
76
21
1
83
91
A
92
A
80
79
78
81
82
85
A
86
A
87
94
A
93
A
D
D
D
D
A
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
dd
cc
aa
bb
EN
T
R
Y
L
E
V
E
L
T
O
S
T
O
N
E
81
5
7
'
-
0
5
/
8
"
cc
.
2
bb
.
8
A
A
A
B
B
A
A
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
S
E
D
FI
N
I
S
H
E
D
G
R
A
D
E
8'
-
0
"
1
2
'
-
4
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
1
1
'
-
2
3
/
4
"
37
'
-
2
"
51
A
50
89
20
2A
20
2B
D
D
A
A
A
A
A
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
dd
cc
aabb ENTRY LEVEL T O STONE 8157' - 0 5/8"
cc
.
2
bb
.
8
AA
A
A
A
BD AA MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"EXISTING GRADE PROPOSED FINISHED GRADE
PR
O
P
O
S
E
D
FI
N
I
S
H
E
D
G
R
A
D
E
EX
I
S
T
I
N
G
G
R
A
D
E
11
'
-
2
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
1
2
'
-
4
3
/
4
"
8
'
-
0
"
37
'
-
2
"
65 64 63A 0710B
27
68
74
11
B
A
A
A
?APROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.01107AUGUST 31, 2012 EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELPERMIT
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
3
SO
U
T
H
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
2
WE
S
T
E
L
E
V
A
T
I
O
N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
EA
S
T
E
L
E
V
A
T
I
O
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS 8-27-12WINDOW SHOPS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
5
am
,
No
v
30
,
20
1
2
1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES TO BE NEW OR REPAINTED/REPAIREDELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 2. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.3. ALL WINDOWS AND DOORS ARE NEW.4. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.DCOPPER PANELS LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"1
2
3
4
5
6
7
8
9
A
D
B
B
A
A
AAMAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"PROPOSED FINISHED GRADEEXISTING GRADE
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
S
E
D
FI
N
I
S
H
E
D
G
R
A
D
E
15' - 0"
15
'
-
0
"
15
'
-
0
"
17
'
-
0
"
13
'
-
0
"
15
'
-
0
"
14
'
-
0
"
18
'
-
0
"
62
60
1659
17
12
1B
08
12
1A
09
15
12
3
53
A
11
4B
06
A
52
05
04
10
4B
03
0201
95
A
96
A
A
A
D
B
A
B
?
?
?
D
D
A
A
AAAA LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"ENTRY LEVEL T O STONE 8157' - 0 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
D
?
?B
BR
I
D
G
E
21
2
BR
I
D
G
E
12
1
30
A
10 10A10B11
12
61
67
66
65 64 63A63
PR
O
P
O
S
E
D
F
I
N
I
S
H
E
D
G
R
A
D
E
EX
I
S
T
I
N
G
G
R
A
D
E
ANGLED ELEVATION
TR
U
E
P
L
A
N
E
E
L
E
V
A
T
I
O
N
63 07A
21
12
1A
30
A
A
A A
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
dd
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
77
84
A
A
A
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
A
B
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.11107AUGUST 31, 2012 EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELPERMIT
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
4
NO
R
T
H
E
L
E
V
A
T
I
O
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
PA
R
T
I
A
L
E
A
S
T
E
L
E
V
@
B
R
I
D
G
E
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
2
PA
R
T
I
A
L
W
E
S
T
E
L
E
V
@
M
A
S
T
E
R
B
A
T
H
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
3
PA
R
T
I
A
L
E
A
S
T
E
L
E
V
@
M
A
S
T
E
R
8-24-12FINAL DRB REVISIONS 8-27-12WINDOW SHOPS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
5
am
,
No
v
30
,
20
1
2
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"cc
bb
cc.2bb.8 MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"202A51A
50
12
'
-
4
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
BB
A
A89 103100AA
B
DDLOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"ROOF PLAN 8165' - 8 5/8"
5
6
7
89 ENTRY LEVEL T O STONE 8157' - 0 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
GR
A
D
E
N
O
T
S
H
O
W
N
FO
R
C
L
A
R
I
T
Y
21
19
22
54
6970717372
76
91
A
92
A
28 AA
A
B
?
13
'
-
0
"
1
5
'
-
0
"
1
4
'
-
0
"
1
8
'
-
0
"
92
A
83
29
75
B
?
B
A
A
D
A
A
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
A
A
A
A
A
A
CO
P
P
E
R
O
N
G
A
R
A
G
E
DO
O
R
S
1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES TO BE NEW OR REPAINTED/REPAIREDELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 2. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.3. ALL WINDOWS AND DOORS ARE NEW.4. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.DCOPPER PANELS PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.21107AUGUST 31, 2012 EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELPERMIT
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
PA
R
T
I
A
L
W
E
S
T
E
L
E
V
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
3
PA
R
T
I
A
L
S
O
U
T
H
E
L
E
V
@
M
A
S
T
E
R
04'8'2'7-23-12FINAL DRB
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
2
GA
R
A
G
E
E
L
E
V
A
T
I
O
N
8-24-12FINAL DRB REVISIONS 8-27-12WINDOW SHOPS 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
5
am
,
No
v
30
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A4.01107AUGUST 31, 2012 EXISTING BUILDING SECTIONSMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A4.11107AUGUST 31, 2012 EXISTING BUILDING SECTIONSMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A4.21107AUGUST 31, 2012 EXISTING BUILDING SECTIONSMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
1
2
3
4
5 ENTRY LEVEL T O STONE 8157' - 0 5/8"
3 A4
.
1
4 A4
.
1
3' - 0"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"10' - 6"
2 A4
.
1
62
'
-
0
"
15
'
-
0
"
1
5
'
-
0
"
1
5
'
-
0
"
1
7
'
-
0
"
1' - 10"3 1/2"10' - 2 1/2"1 1/2"12' - 5 1/2"
TV
R
O
O
M
20
0
DI
N
I
N
G
RO
O
M
20
1
LI
V
I
N
G
RO
O
M
20
4
LIVING ROOM 204
BE
D
R
O
O
M
#2
11
4
BA
T
H
#
2
11
1
BA
T
H
#
1
10
6
BE
D
R
O
O
M
#1
10
4
BE
D
R
O
O
M
#4
10
0
STAIR 219
W3
E
W3
E
W3B W3BW3E
W1
E
1
W1
E
1
CR
A
W
L
SP
A
C
E
00
0
F5
E
3
F5
E
3
F5
E
3
F5E3
F5
E
1
F5
E
2
F5
E
2
F5
E
1
F5
E
1
W3E2
W3
E
2' - 9 3/4"
R3
A
R1
A
R1
A
R1
A
R1AR3A R1A R3A LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"1
2
3
4
5
6
EN
T
R
Y
L
E
V
E
L
T
O
S
T
O
N
E
81
5
7
'
-
0
5
/
8
"
3 A4.1
4 A4
.
1
MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
2 A4
.
1
75
'
-
0
"
15' - 0"
15
'
-
0
"
15
'
-
0
"
17
'
-
0
"
13
'
-
0
"
10' - 6"1 1/2"10' - 2 1/2"3 1/2"10' - 7 1/2"
BR
I
D
G
E
12
1
CO
R
R
I
D
O
R
#2
10
8
EN
T
R
Y
10
3
BE
D
R
O
O
M
#4 100KITCHEN202
GA
L
L
E
R
Y
20
5
BR
I
D
G
E
21
2
W3
E
2
W3
E
W3E2 W3E2 W3E W3E
CR
A
W
L
SP
A
C
E
00
0
F5
E
3
F5E3 F5E
F5
E
F5
E
F5
E
F5
E
3
2' - 9 3/4"
R1
E
R3
E
R1
E
R3
E
R1
E
R1ER3E R3ER1E PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A4.01107AUGUST 31, 2012 BUILDING SECTIONSMARSHALLRESIDENCEREMODELPERMIT6-25-12DD ESTIMATE
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
2
LO
O
K
I
N
G
N
O
R
T
H
T
H
R
U
M
A
I
N
L
I
V
I
N
G
S
P
A
C
E
S
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
LO
O
K
I
N
G
S
O
U
T
H
T
H
R
U
M
A
I
N
L
I
V
I
N
G
S
P
A
C
E
S
04'8'2'8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
5
am
,
No
v
30
,
20
1
2
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
dd
cc
aabb
cc
.
2
bb
.
8
2 A4.0
1
A4
.
0
MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
37
'
-
2
"
11
'
-
2
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
1
2
'
-
4
3
/
4
"
8
'
-
0
"
10' - 6"3 1/2"10' - 2 1/2"1 1/2"10' - 7 1/2"
KI
T
C
H
E
N
20
2
TV ROOM 200 BEDROOM #4 100
CL
O
S
E
T
10
1
W3
E
2
W3E2 W3A W3B
W3
E
W3
E
W1
E
1
CR
A
W
L
SP
A
C
E 000F5E3F4A
F4
A
F5E1
F5
E
F5
E
3
2' - 9 3/4"
R1A R3A
R1
E
R3E
R3
E
R1
E
R3
E
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
dd
cc
aa
bb
EN
T
R
Y
L
E
V
E
L
T
O
S
T
O
N
E
81
5
7
'
-
0
5
/
8
"
cc
.
2
bb
.
8
2 A4
.
0
1
A4
.
0
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
37
'
-
2
"
8'
-
0
"
1
2
'
-
4
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
1
1
'
-
2
3
/
4
"
12' - 5 1/2"
1' - 10"3 1/2"10' - 2 1/2"1 1/2"
10' - 6"
LI
V
I
N
G
RO
O
M
20
4
GA
L
L
E
R
Y
20
5
PA
N
T
R
Y
20
3
KI
T
C
H
E
N
20
2
ME
C
H
11
3
CO
R
R
I
D
O
R
#2
10
8
DR
E
S
S
I
N
G
#1
10
7
BA
T
H
#
1
10
6
W3
A
W3
E
2
W3
E
2
W3
B
W1
E
2
W3
B
CR
A
W
L
SP
A
C
E
00
0
F5
E
3
F5
E
3
F5
E
F5
E
F5
E
1
F5
E
2
2' - 9 3/4"
R3
A
R1
A
R3
E
R3
E
R1
E
R1
E
R3
E
R1
A
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
dd
cc
cc
.
2
bb.8 MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
16
'
-
9
1
/
4
"
11
'
-
2
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
10' - 6"3 1/2"10' - 2 1/2"1 1/2"10' - 7 1/2"
MA
S
T
E
R
DR
E
S
S
I
N
G
21
7
MA
S
T
E
R
BE
D
R
O
O
M
21
6
BE
D
R
O
O
M
#3
12
3
W3E2
W3
B
W1
E
2
W3E1W3E
F5
E
F5
E
F4A
F5
E
1
3' - 8 3/4"
R3
E
R3E
R1
E
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
dd
cc
aa
bb
cc
.
2
bb
.
8
2 A4
.
0
1
A4
.
0
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
gr
i
l
l
e
s
s
o
m
e
w
h
e
r
e
in
t
h
i
s
w
a
l
l
i
n
s
t
e
a
d
?
yo
u
h
a
v
e
t
h
e
g
r
i
l
l
e
s
lo
c
a
t
e
d
h
e
r
e
37
'
-
2
"
11
'
-
2
3
/
4
"
2
'
-
9
1
/
4
"
2
'
-
9
1
/
4
"
1
2
'
-
4
3
/
4
"
8
'
-
0
"
10' - 6"
3 1/2"10' - 2 1/2"1 1/2"
10' - 7 1/2"
KI
T
C
H
E
N
20
2
GA
L
L
E
R
Y
20
5
LI
V
I
N
G
RO
O
M
20
4
ME
C
H
11
3
CO
R
R
I
D
O
R
#2
10
8
DR
E
S
S
I
N
G
#1
10
7
BA
T
H
#
1
10
6
DR
E
S
S
I
N
G
#1
10
7
W3
E
2
W3
E
2
W3
A
W3
B
W3
B
W3
B
CR
A
W
L
SP
A
C
E
00
0
F5
E
F5
E
3
F5
E
3
F5
E
2
F5
E
1
F5
E
1
F5
E
2' - 9 3/4"
R3
A
R1
A
R3
E
R3
E
R1
E
R3
E
R1
E
R1
A
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A4.11107AUGUST 31, 2012 BUILDING SECTIONSMARSHALLRESIDENCEREMODELPERMIT6-25-12DD ESTIMATE
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
3
LO
O
K
I
N
G
W
E
S
T
T
H
R
O
U
G
H
T
V
R
O
O
M
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
4
LO
O
K
I
N
G
E
A
S
T
T
H
R
U
L
I
V
I
N
G
R
O
O
M
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
LO
O
K
I
N
G
W
E
S
T
T
H
R
O
U
G
H
M
A
S
T
E
R
B
E
D
R
O
O
M
04'8'2'
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
2
LO
O
K
I
N
G
W
E
S
T
T
H
R
O
U
G
H
L
I
V
I
N
G
R
O
O
M
8-29-12FINAL DRB REVISIONS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
5
am
,
No
v
30
,
20
1
2
1
2
3
4
5
6
7
89
ddccaabb
BRIDGE 121 BEDROOM #3 123
BE
D
R
O
O
M
#4
10
0
EN
T
R
Y
10
3
BA
T
H
#
4
10
2
BE
D
R
O
O
M
#1
10
4
BA
T
H
#
1
10
6
DR
E
S
S
I
N
G
#1
10
7
LA
U
N
D
R
Y
10
9
BA
T
H
#
2
11
1
DR
E
S
S
I
N
G
#2
11
2
ME
C
H
11
3
BE
D
R
O
O
M
#2
11
4
ST
O
R
A
G
E
11
5
RE
C
RO
O
M
11
6
ST
A
I
R
11
7 ST
O
R
A
G
E
11
0
CO
R
R
I
D
O
R
#2
10
8
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AFF 8' - 8 1/4"AFF 8' - 8 1/4"
AF
F
8'
-
8
1
/
4
"
AF
F
5'
-
1
1
1
/
1
6
"
cc
.
2
bb
.
8
DECK JOISTS
PER STRUCTURAL
DE
C
K
J
O
I
S
T
S
P
E
R
S
T
R
U
C
T
U
R
A
L
DECK JOISTS PER STRUCTURAL BATH #3 122
6"
x
8
"
AFF 8' - 8 1/4"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
AF
F
8'
-
8
1
/
4
"
DR
O
P
C
L
G
DE
P
T
H
P
E
R
RA
D
E
R
CEILING GENERAL NOTES 1. CEILING DATUM HEIGHTS ARE: TOP OF FLOOR STRUCTURE TO BOTTOM OF CEILING FINISH 2. ALL INTERIOR BEAMS/COLUMNS ARE BOX CONSTRUCTION UNO.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A5.01107AUGUST 31, 2012 LOWER LEVEL REFLECTED CEILING PLANMARSHALLRESIDENCEREMODELPERMIT
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
LO
W
E
R
L
E
V
E
L
R
C
P
6-25-12DD ESTIMATE 04'8'2'N8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
5
am
,
No
v
30
,
20
1
2
1
2
3
4
5
6
7
89
ddccaabb
TV
R
O
O
M
20
0
KI
T
C
H
E
N
20
2
PA
N
T
R
Y
20
3
GA
L
L
E
R
Y
20
5
MU
D
RO
O
M
20
6
BI
K
E
/
S
K
I
20
8
PO
W
D
E
R
20
9
CL
O
S
E
T
21
0
MA
S
T
E
R
TO
I
L
E
T
21
3
MA
S
T
E
R
SH
O
W
E
R
21
4
MA
S
T
E
R
BA
T
H 215MASTERBEDROOM216MASTERDRESSING217
BR
I
D
G
E
21
2
ST
A
I
R
21
9
12
:
1
2
12:12
12
:
1
2
12
:
1
2
12:12 12:12
12
:
1
2
12:12
12:1212:12
12:1212:12
AF
F
8'
-
0
1
/
2
"
AF
F
8'
-
0
1
/
2
"
AF
F
8'
-
0
1
/
2
"
AF
F
8'
-
0
1
/
2
"
12:1212:12 12:12
cc
.
2
bb
.
8
6x
1
0
8x14
6x10
8x
1
4
8x
1
4
8x
1
4
8"x10"
RE
M
O
V
E
S
O
F
F
I
T
/
L
I
D
OV
E
R
V
A
N
I
T
Y
RE
M
O
V
E
SO
F
F
I
T
AN
D
R
E
P
L
A
C
E
WI
T
H
B
O
X
B
E
A
M
REMOVE SOFFIT
2:12
2:
1
2
2:
1
2
2:12
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
AF
F
7'
-
7
"
12:12
12:12
1.
5
:
1
2
12:12
12:12
6x10
6x10
6x10
6x10
6x10
6x
1
0
6x
1
0
6x
1
0
6x
1
0
6x
1
0
6x10
6x10
6x10
6x10
6x10
8x
1
4
8x
1
4
8x
1
4
8x
1
4
12"x12.50"
8 x 8 BOX8 x 8 BOX8 x 8 BOX 8"x10"8"x10"CEILING GENERAL NOTES 1. CEILING DATUM HEIGHTS ARE: TOP OF FLOOR STRUCTURE TO BOTTOM OF CEILING FINISH 2. ALL INTERIOR BEAMS/COLUMNS ARE BOX CONSTRUCTION UNO.
2
3
4
5
cc
cc
.
2
bb
.
8
GA
L
L
E
R
Y
20
5
W3
E
2
W3
E
2
W3
E
2
W3
E
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A5.11107AUGUST 31, 2012 MAIN LEVEL REFLECTED CEILING PLANMARSHALLRESIDENCEREMODELPERMIT
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
1
MA
I
N
L
E
V
E
L
R
C
P
6-25-12DD ESTIMATE 04'8'2'N
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
2
MA
I
N
L
E
V
E
L
U
P
P
E
R
R
C
P
8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
5
am
,
No
v
30
,
20
1
2
LOWER LEVEL T O GYPC 8144' - 8 5/8"LOWER LEVEL T O PLY 8144' - 7 1/8"1031008' - 2"3' - 2"7' - 2 1/2"7' - 2 1/2"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
01
02
6'
-
0
"
3'
-
0
"
3' - 1 1/2"4' - 0"
3' - 1 1/2"4' - 0"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
03
10
4B
7' - 2 1/2"
3'
-
2
"
6'
-
0
"
3'
-
0
"
3'
-
0
"
3' - 1 1/2"4' - 0"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
04
05
1'
-
4
"
1'
-
4
"
5' - 1"1' - 4"
5' - 1"1' - 4"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
063'
-
0
"
3'
-
0
"
6'
-
0
"
3' - 1 1/2"4' - 0"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
11
4B
7' - 3 1/2"
6'
-
4
"
LOWER LEVEL T O GYPC 8144' - 8 5/8"LOWER LEVEL T O PLY 8144' - 7 1/8"07 2' - 1 1/2"5' - 0"3' - 2"LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
0809
2' - 9 1/2"5' - 6"
11' - 7 1/2"
4'
-
6
"
4'
-
6
"
2' - 3"
2'
-
3
"
1' - 6"3' - 10"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
1011
12
4'
-
6
"
1
'
-
6
"
4
'
-
6
"
2' - 9 1/2"5' - 6"
2' - 9 1/2"5' - 6"
1' - 6"3' - 10"
11' - 7 1/2"
4'
-
6
"
2'
-
3
"
2'
-
3
"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
1517
59 16
12
1B
12
1A
2' - 0"5' - 4"
7' - 7 1/2"
2' - 0"5' - 4"
7' - 7 1/2"
2'
-
1
0
"
4'
-
0
"
2'
-
1
0
"
9'
-
8
"
2' - 0"5' - 4"7' - 5 1/2"
7' - 5 3/4"
1 1/2"
2' - 0"5' - 4"
7' - 5 3/4"
2'
-
1
0
1
/
2
"
2'
-
1
0
"
4'
-
0
"
2'
-
1
0
"
9'
-
8
"
2'
-
1
0
1
/
2
"
7' - 5 1/2"
LOWER LEVEL T O GYPC 8144' - 8 5/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
12
3
12
'
-
1
"
8' - 3 1/2"
EQ
E
Q
E
Q
E
Q
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
27
3' - 1 3/8"5' - 0"
8' - 1 3/8"
3'
-
2
"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
28
1' - 11"6' - 2 3/8"
8' - 1 3/8"
3'
-
1
1
"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
29
1' - 4"7' - 4"
8' - 8"
2'
-
0
"
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
21
19
22
5' - 4"2' - 0"7' - 7 1/2"
2'
-
1
0
"
4'
-
0
"
2'
-
1
0
"
9'
-
8
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
1
0
"
4' - 4"2' - 0"
7' - 5 1/2"
7' - 5 1/2"
4' - 4"2' - 0"
7' - 5 1/2"
20
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
3' - 1 1/2"4' - 5"
7' - 6 1/2"
2'
-
2
7
/
1
6
"
30
LO
W
E
R
L
E
V
E
L
T
O
G
Y
P
C
81
4
4
'
-
8
5
/
8
"
LO
W
E
R
L
E
V
E
L
T
O
P
L
Y
81
4
4
'
-
7
1
/
8
"
31
2'
-
8
"
4' - 0"3' - 1 1/2"
7' - 1 1/2"
MAIN LEVEL T O STONE 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"51505' - 0"5' - 0"2' - 6"2' - 6"2' - 6"2' - 6"8' - 10 1/4"9 5/16"2' - 6 9/16"200A
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
7'
-
0
1
/
2
"
7'
-
0
1
/
2
"
14
'
-
1
"
3 1/2"
8' - 6"
20
0
B
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
3 1/2"
8' - 6"
12
'
-
0
"
6'
-
0
"
6'
-
0
"
20
1
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
52
6"
2' - 0"
9'
-
0
"
4'
-
6
"
4'
-
6
"
9'
-
0
"
8' - 6"
3 1/2"
20
4
A
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
10
'
-
6
"
5'
-
3
"
5
'
-
3
"
8' - 9 1/2"
3' - 6 1/2"
5' - 3 1/2"
10
'
-
6
"
53
20
4
B
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
67
66
65
64 63
3'
-
0
"
6
"
4
'
-
6
"
6
"
4
'
-
6
"
6
"
4
'
-
0
"
17
'
-
6
"
3 1/2"6' - 6"2' - 0"8"5' - 3 1/2"
14' - 9"
14' - 9"
2' - 3 1/2"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
60
3'
-
1
1
/
2
"
4' - 3 1/2"3' - 4"
7' - 7 1/2"
5' - 4"2' - 0"
3'
-
6
"
W1
E
2
59
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
62
3'
-
6
"
10' - 2"3' - 6"
13' - 8"
21
6B
MAIN LEVEL T O STONE 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"68 6' - 3"1' - 5"7' - 8"3' - 2 1/2"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
8155' - 2 5/8"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
8154' - 11 1/8"
73
70
71
72
69
1'
-
6
"
1'
-
1
0
"
1'
-
1
0
"
1'
-
1
0
"
4'
-
0
"
3' - 0"
1' - 10"1' - 6"4' - 0"1' - 3 1/2"
8' - 7 1/2"
5' - 3 1/2"
1' - 10"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
74
2'
-
1
1
"
2' - 3 1/2"5' - 5"
7' - 8 1/2"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
7554
1'
-
6
"
3' - 0"3' - 5 15/16"5' - 5"2' - 3 1/2"
14' - 2 7/16"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
84
77
1'
-
1
1
"
3'
-
7
"
1
'
-
4
"
4'
-
1
1
"
4' - 11 3/4"1' - 4"
6' - 3 3/4"
4' - 11 3/4"1' - 4"
6' - 3 3/4"
WINDOW NOTES COORDINATE THIS SCHEDULE WITH FLOOR PLANS,BUILDING ELEVATIONS, BUILDING SECTIONS AND DETAIL MANUAL FOR LOCATION, OPERATION & DETAILS OF WINDOWS AND PATIO DOORS.1.U-VALUES:WEILAND .45 JELD-WEN & KOLBE .352.ALL WINDOWS ARE JELD-WEN UNLESS NOTED OTHERWISE.3.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A8.01107AUGUST 31, 2012 GRAPHIC WINDOW SCHEDULEMARSHALLRESIDENCEREMODELPERMIT BEDROOM #4
BE
D
R
O
O
M
#
4
BE
D
R
O
O
M
#
1
BA
T
H
#
1
BE
D
R
O
O
M
#
2
BE
D
R
O
O
M
#
2
BR
I
D
G
E
BR
I
D
G
E
ST
A
I
R
S
BEDROOM #2
ST
A
I
R
S
BE
D
R
O
O
M
#
3
BE
D
R
O
O
M
#
3
BE
D
R
O
O
M
#
3
BA
T
H
#
3
RE
C
R
O
O
M
EN
T
R
Y
1
0
3
TV ROOM
TV
R
O
O
M
DI
N
I
N
G
R
O
O
M
LI
V
I
N
G
R
O
O
M
LI
V
I
N
G
R
O
O
M
MA
S
T
E
R
BE
D
R
O
O
M
MA
S
T
E
R
BE
D
R
O
O
M
LI
V
I
N
G
R
O
O
M
MA
S
T
E
R
T
O
I
L
E
T
MA
S
T
E
R
B
A
T
H
MA
S
T
E
R
B
A
T
H
MA
S
T
E
R
D
R
E
S
S
I
N
G
MASTER DRESSING 8-27-12WINDOW SHOPS 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
6
am
,
No
v
30
,
20
1
2
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
EN
T
R
Y
L
E
V
E
L
T
O
S
T
O
N
E
81
5
7
'
-
0
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
617'
-
2
"
7' - 2"2' - 1 1/2"
9' - 3 1/2"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
EN
T
R
Y
L
E
V
E
L
T
O
S
T
O
N
E
81
5
7
'
-
0
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
21
1
3'
-
4
"
2' - 1 1/2"7' - 2 1/2"
3'
-
4
"
3' - 4"
7' - 2 1/2"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
EN
T
R
Y
L
E
V
E
L
T
O
S
T
O
N
E
81
5
7
'
-
0
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
83
1'
-
1
0
"
1' - 10"5' - 10"
7' - 8"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
81
80
79
78
82
3'
-
6
"
3' - 6"
1'
-
1
0
"
1'
-
1
0
"
1'
-
1
0
"
1' - 10"5' - 10"
7' - 8"
1' - 10"5' - 10"
5' - 0"2' - 7 1/2"
7' - 7 1/2"
3'
-
0
"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
20
2B
3'
-
0
"
3 1/2"7' - 0"
7' - 3 1/2"
MAIN LEVEL T O STONE 8155' - 2 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"87 2' - 6"2' - 6"5' - 0"2' - 6"2' - 6"5' - 0"4' - 0"3' - 7 1/2"7' - 7 1/2"4' - 0"3' - 7 1/2"7' - 7 1/2"85864' - 7 3/8"8' - 8 7/8"4' - 1 1/2"
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
cc
cc
.
2
bb
.
8
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
20
2A89
2'
-
1
1
"
18' - 0 1/4"
3 1/2"7' - 0"
7' - 3 1/2"
2'
-
1
0
"
MAIN LEVEL T O STONE 8155' - 2 5/8"45 MAIN LEVEL T O PLY 8154' - 11 1/8"3' - 0"3' - 0"3' - 0"3' - 0"6' - 0"6' - 0"3' - 8"12' - 7 1/2"16' - 3 1/2"3' - 8"12' - 7 1/2"16' - 3 1/2"9291
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
2
3
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
6'
-
0
"
6'
-
0
"
3' - 8"12' - 7 1/2"
16' - 3 1/2"
3' - 8"12' - 7 1/2"
16' - 3 1/2"
94
93
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
2
3
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
6'
-
0
"
6'
-
0
"
14' - 11 1/2"2' - 0"
16' - 11 1/2"
14' - 11 1/2"2' - 0"
16' - 11 1/2"
96
95
MA
I
N
L
E
V
E
L
T
O
S
T
O
N
E
81
5
5
'
-
2
5
/
8
"
cc
cc
.
2
bb
.
8
MA
I
N
L
E
V
E
L
T
O
P
L
Y
81
5
4
'
-
1
1
1
/
8
"
90
19' - 7 1/2"
2' - 0"
2'
-
0
"
DOOR NOTES COORDINATE THIS SCHEDULE WITH FLOOR PLANS,BUILDING ELEVATIONS, BUILDING SECTIONS, DETAIL MANUAL AND INTERIOR DRAWINGS FOR HEAD HEIGHT,LOCATION, SIZE, OPERATION & DETAILS FO DOORS.1."DR SIZE W x H x T" DOES NOT INDICATE ROUGH OPENING DIMENSIONS, IT ONLY DESCRIBES THE GENERIC SIZE OF THE DOOR, UNO.2.REFER TO INTERIOR DESIGNER HARDWARE SCHEDULE FOR HARDWARE SPECIFICATIONS.3.WINDOW NOTES COORDINATE THIS SCHEDULE WITH FLOOR PLANS,BUILDING ELEVATIONS, BUILDING SECTIONS AND DETAIL MANUAL FOR LOCATION, OPERATION & DETAILS OF WINDOWS AND PATIO DOORS.1.U-VALUES:WEILAND .39 JELD-WEN & KOLBE- VARIES AGGEGRATE PROJECT U-VALUE= 0.3142.ALL WINDOWS ARE JELD-WEN UNLESS NOTED OTHERWISE.3.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A8.11107NOVEMBER 7, 2012 GRAPHIC WINDOW &DOOR SCHEDULEMARSHALLRESIDENCEREMODELPERMIT CORRECTIONSUPPER GALLERY
UP
P
E
R
G
A
L
L
E
R
Y
UP
P
E
R
G
A
L
L
E
R
Y
UP
P
E
R
G
A
L
L
E
R
Y
KI
T
C
H
E
N
KITCHEN
KI
T
C
H
E
N
MU
D
R
O
O
M
PO
W
D
E
R
2
0
9
EN
T
R
Y
2
1
1
EN
T
R
Y
2
1
1
DO
O
R
S
C
H
E
D
U
L
E
#
L
E
T
T
E
R
L
O
C
A
T
I
O
N
TY
P
E
DO
O
R
MA
T
E
R
I
A
L
DO
O
R
S
I
Z
E
FR
M
A
T
L
H
D
W
R
REMARKSLevel
WI
D
T
H
H
E
I
G
H
T
T
H
I
C
K
N
E
S
S
10
0
BE
D
R
O
O
M
#
4
8'
-
0
"
7'
-
0
"
2"
LOWER LEVEL T O GYPC
10
1
CL
O
S
E
T
2'
-
4
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
2
A
B
A
T
H
#
4
2'
-
4
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
2
B
B
A
T
H
#
4
2'
-
4
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
2
C
B
A
T
H
#
4
2'
-
0
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
4
A
B
E
D
R
O
O
M
#
1
2'
-
8
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
4
B
B
E
D
R
O
O
M
#
1
3'
-
0
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
6
DR
E
S
S
I
N
G
#
1
2'
-
4
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
8
EN
T
R
Y
2'
-
8
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
10
9
LA
U
N
D
R
Y
2'
-
8
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
11
0
ST
O
R
A
G
E
2'
-
0
"
8'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
11
1
BA
T
H
#
2
2'
-
4
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
11
3
ME
C
H
3'
-
0
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
11
4
A
B
E
D
R
O
O
M
#
2
2'
-
8
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
11
4
B
B
E
D
R
O
O
M
#
2
6'
-
0
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
12
1
BR
I
D
G
E
9'
-
0
"
7'
-
4
"
2"
AC
T
I
V
E
P
A
N
E
L
T
O
W
E
S
T
LOWER LEVEL T O GYPC
12
2
A
B
A
T
H
#
3
2'
-
4
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
12
2
B
B
A
T
H
#
3
1'
-
8
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
12
3
BE
D
R
O
O
M
#
3
11
'
-
8
"
7'
-
1
1
1
/
2
"
2
"
EX
I
S
T
O
P
E
N
I
N
G
LOWER LEVEL T O GYPC
12
3
BR
I
D
G
E
2'
-
8
"
7'
-
0
"
1
3
/
4
"
LOWER LEVEL T O GYPC
12
4
CL
O
S
E
T
5'
-
0
"
7'
-
0
"
2"
LOWER LEVEL T O GYPC
20
2
A
2'
-
1
0
"
7'
-
0
"
1
3
/
4
"
MAIN LEVEL T O STONE
20
2
B
K
I
T
C
H
E
N
3'
-
0
"
7'
-
0
"
1
3
/
4
"
MAIN LEVEL T O STONE
20
3
PA
N
T
R
Y
2'
-
4
"
7'
-
0
"
1
3
/
4
"
MAIN LEVEL T O STONE
20
6
KI
T
C
H
E
N
2'
-
0
"
7'
-
0
"
1
3
/
4
"
MAIN LEVEL T O STONE
20
9
PO
W
D
E
R
2'
-
4
"
7'
-
0
"
1
3
/
4
"
MAIN LEVEL T O STONE
21
0
EN
T
R
Y
4'
-
0
"
7'
-
0
"
1
3
/
4
"
MAIN LEVEL T O STONE
21
3
MA
S
T
E
R
B
A
T
H
2'
-
6
"
7'
-
2
1
/
4
"
1
1
/
2
"
MAIN LEVEL T O STONE
21
6
A
M
A
S
T
E
R
E
N
T
R
Y
3'
-
0
"
7'
-
6
"
1
3
/
4
"
MAIN LEVEL T O STONE
21
6
B
M
A
S
T
E
R
B
E
D
R
O
O
M
8'
-
0
"
7'
-
4
"
2"
MAIN LEVEL T O STONE
G1
0
0
GA
R
A
G
E
3'
-
0
"
7'
-
0
"
1
3
/
4
"
MAIN LEVEL T O STONE
G1
0
1
GA
R
A
G
E
9'
-
0
"
7'
-
0
"
MAIN LEVEL T O STONE
G1
0
1
GA
R
A
G
E
9'
-
0
"
7'
-
0
"
MAIN LEVEL T O STONE
G1
0
1
GA
R
A
G
E
9'
-
0
"
7'
-
0
"
MAIN LEVEL T O STONE
21
1
EN
T
R
Y
3'
-
4
"
7'
-
2
1
/
2
"
1
3
/
4
"
ENTRY LEVEL T O STONE8-27-12WINDOW SHOPS
WI
N
D
O
W
S
C
H
E
D
U
L
E
NU
M
B
E
R
COMMENTS
93
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
;
W
I
R
E
F
O
R
F
U
T
U
R
E
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
93
A
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
MOTORIZED; WIRE FOR FUTURE
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
94
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
;
W
I
R
E
F
O
R
F
U
T
U
R
E
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
94
A
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
MOTORIZED; WIRE FOR FUTURE
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
95
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
95
A
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
96
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
96
A
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
10
1
10
4
20
0
A
W
E
I
L
A
N
D
,
N
O
S
C
R
E
E
N
20
0
B
W
E
I
L
A
N
D
,
N
O
S
C
R
E
E
N
20
1
W
E
I
L
A
N
D
W
/
S
C
R
E
E
N
20
4
A
W
E
I
L
A
N
D
W
/
S
C
R
E
E
N
20
4
B
W
E
I
L
A
N
D
W
/
S
C
R
E
E
N
20
4
F
WI
N
D
O
W
S
C
H
E
D
U
L
E
NU
M
B
E
R
CO
M
M
E
N
T
S
67
M
O
T
O
R
I
Z
E
D
68
M
A
Y
B
E
M
O
T
O
R
I
Z
E
D
S
H
A
D
E
70
M
O
T
O
R
I
Z
E
D
S
H
A
D
E
;
W
I
RE
F
O
R
F
U
T
U
R
E
M
O
T
O
R
70
A
M
O
T
O
R
I
Z
E
D
S
H
A
D
E
70
D
71
M
O
T
O
R
I
Z
E
D
S
H
A
D
E
;
W
I
RE
F
O
R
F
U
T
U
R
E
M
O
T
O
R
72
M
O
T
O
R
I
Z
E
D
S
H
A
D
E
;
W
I
RE
F
O
R
F
U
T
U
R
E
M
O
T
O
R
73
M
O
T
O
R
I
Z
E
D
S
H
A
D
E
;
W
I
RE
F
O
R
F
U
T
U
R
E
M
O
T
O
R
75 77 77
A
78 79 80 81 82 83 84 85 85
A
86 86
A
87
C
U
S
T
O
M
T
R
A
P
E
Z
O
I
D
W
/
S
D
L
S
89
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
90
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
91
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
;
W
I
R
E
F
O
R
F
U
T
U
R
E
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
91
A
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
MO
T
O
R
I
Z
E
D
;
W
I
R
E
F
O
R
F
U
T
U
R
E
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
92
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
M
O
T
O
R
I
Z
E
D
;
W
I
R
E
F
O
R
F
U
T
U
R
E
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
92
A
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
MO
T
O
R
I
Z
E
D
;
W
I
R
E
F
O
R
F
U
T
U
R
E
MO
T
O
R
I
Z
E
D
S
H
A
D
E
S
WI
N
D
O
W
S
C
H
E
D
U
L
E
NU
M
B
E
R
CO
M
M
E
N
T
S
19
X
19
Y
20 20
A
22 22
B
22
C
22
E
27
N
E
W
O
P
E
N
I
N
G
28
I
N
E
X
I
S
T
O
P
E
N
I
N
G
W
/
E
X
I
S
T
H
E
A
D
H
E
I
G
H
T
29
I
N
E
X
I
S
T
O
P
E
N
I
N
G
W
/
E
X
I
S
T
H
E
A
D
H
E
I
G
H
T
30
I
N
E
X
I
S
T
O
P
E
N
I
N
G
W
/
E
X
I
S
T
H
E
A
D
H
E
I
G
H
T
30
A
I
N
E
X
I
S
T
O
P
E
N
I
N
G
W
/
E
X
I
S
T
H
E
A
D
H
E
I
G
H
T
50 50
A
51 51
A
52 52
A
53 53
A
54
W
I
R
E
F
O
R
F
U
T
U
R
E
M
O
T
O
R
59 59
A
60 61
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
W
/
S
D
L
S
62
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
;
MO
T
O
R
I
Z
E
D
;
M
O
T
O
R
I
Z
E
D
S
H
A
D
E
63 63
A
64 65
M
O
T
O
R
I
Z
E
D
66
M
O
T
O
R
I
Z
E
D
WI
N
D
O
W
S
C
H
E
D
U
L
E
NU
M
B
E
R
CO
M
M
E
N
T
S
01 02 02
A
03 03
A
04 05 06 06
A
07 08
J
E
L
D
W
E
N
08
A
J
E
L
D
W
E
N
08
B
J
E
L
D
W
E
N
09
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
10
J
E
L
D
W
E
N
10
A
J
E
L
D
W
E
N
10
B
J
E
L
D
W
E
N
11
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
12
K
O
L
B
E
C
O
P
P
E
R
F
R
A
M
E
&
S
A
S
H
16
N
E
W
O
P
E
N
I
N
G
19 19
B
19
F
19
G
19
I
19
M
19
P
19
Q
19
V
19
W
8-31-12PERMIT 11-7-12PERMIT CORRECTIONS
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
6
am
,
No
v
30
,
20
1
2
NOTE:REPLACE ALL ENTRAN II T
U
B
I
N
G
W
I
T
H
1
/
2
"
N
O
M
I
N
A
L
DIAMETER, PEX-a CROSSLI
N
K
E
D
P
O
L
Y
E
T
H
Y
L
E
N
E
W
I
T
H
AN OXYGEN DIFFUSION BA
R
R
I
E
R
,
M
A
N
U
F
A
C
T
U
R
E
D
B
Y
THE ENGLE METHOD.
8/
3
1
/
1
2
10
/
0
4
/
2
0
1
2
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 8:54 am, Oct 18, 2012
8/
3
1
/
1
2
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 8:54 am, Oct 18, 2012
8/
3
1
/
1
2
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 8:53 am, Oct 18, 2012
General1.Immediately notify the Engineer of any discrepancies.2.It shall be assumed that all subcontractors are experienced and thoroughly knowle
d
g
e
a
b
l
e
i
n
t
h
e
i
r
r
e
s
p
e
c
t
i
v
e
a
r
e
a
s
o
f
t
h
e
construction industry and shall perform in a responsible manner in an appropriate
c
o
n
s
t
r
u
c
t
i
o
n
s
e
q
u
e
n
c
e
.
3.Do not scale drawings. Verify dimensions in field prior to commencement of wo
r
k
.
4.It is the intent of these drawings and specifications to establish a standard of qual
i
t
y
.
T
h
e
E
n
g
i
n
e
e
r
r
e
s
e
r
v
e
s
t
h
e
r
i
g
h
t
t
o
t
a
k
e
exceptions to approve methods and materials not reflected herein.5.Failure to order, or release order, for materials and/or equipment will not be accep
t
e
d
a
s
a
r
e
a
s
o
n
t
o
s
u
b
s
t
i
t
u
t
e
a
l
t
e
r
n
a
t
e
m
a
t
e
r
i
a
l
s
,
equipment, or installation methods.6.Work shall be performed in a workmanlike manner to the satisfaction of the Arch
i
t
e
c
t
&
t
h
e
E
n
g
i
n
e
e
r
.
7.Labor, materials, and equipment shall conform to the latest applicable editions of
l
o
c
a
l
,
S
t
a
t
e
o
f
C
o
l
o
r
a
d
o
,
a
n
d
N
a
t
i
o
n
a
l
C
o
d
e
s
and ordinances. If conflict between those publications exists, the most stringent r
e
q
u
i
r
e
m
e
n
t
s
h
a
l
l
a
p
p
l
y
.
8.Provide record drawings to architect. Drawings shall include all addendum items
,
c
h
a
n
g
e
o
r
d
e
r
s
,
a
l
t
e
r
a
t
i
o
n
s
,
r
e
-
r
o
u
t
i
n
g
s
,
e
t
c
.
9.The drawings show the intent of the mechanical systems but do not show all detai
l
s
r
e
q
u
i
r
e
d
.
I
t
i
s
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
t
h
e
Contractors to install complete & operable systems, which conform to the manufa
c
t
u
r
e
r
s
'
i
n
s
t
a
l
l
a
t
i
o
n
s
i
n
s
t
r
u
c
t
i
o
n
s
&
i
n
d
u
s
t
r
y
standards.10.Systems shall be tested for proper operation. If tests show work is defective, Con
t
r
a
c
t
o
r
s
h
a
l
l
m
a
k
e
c
o
r
r
e
c
t
i
o
n
s
n
e
c
e
s
s
a
r
y
a
t
n
o
cost to Owner.11.It is the Contractors' and manufacturers' responsibility to assure themselves that th
e
c
o
d
e
a
u
t
h
o
r
i
t
i
e
s
w
i
l
l
a
p
p
r
o
v
e
a
n
y
p
r
o
d
u
c
t
t
o
be installed on the project.12.Systems shall be professionally labeled. Piping shall be labeled with color coded
c
o
m
m
e
r
c
i
a
l
g
r
a
d
e
l
a
b
e
l
s
i
n
d
i
c
a
t
i
n
g
p
i
p
i
n
g
service and flow direction. Equipment, pumps and valves shall be labeled with en
g
r
a
v
e
d
p
l
a
s
t
i
c
o
r
m
e
t
a
l
t
a
g
s
a
n
d
a
n
equipment/valve schedule shall be provided and mounted on the mechanical room
w
a
l
l
.
E
q
u
i
p
m
e
n
t
l
a
b
e
l
s
s
h
a
l
l
f
o
l
l
o
w
t
h
e
s
a
m
e
nomenclature as the mechanical drawings.13.Coordinate architectural, structural, electrical, landscaping, fire protection, and in
t
e
r
i
o
r
d
e
s
i
g
n
d
r
a
w
i
n
g
s
w
i
t
h
m
e
c
h
a
n
i
c
a
l
drawings prior to installation.14.Offset piping, ductwork, etc. as necessary to accommodate structure, beams, colu
m
n
s
,
a
n
d
e
x
i
s
t
i
n
g
e
q
u
i
p
m
e
n
t
.
Electrical15.Contractor must carefully verify electrical service voltage and phase available bef
o
r
e
o
r
d
e
r
i
n
g
a
n
y
e
q
u
i
p
m
e
n
t
.
16.The following are to be furnished by MC and wired by EC: equipment motors, m
a
g
n
e
t
i
c
s
t
a
r
t
e
r
s
,
l
i
n
e
v
o
l
t
a
g
e
t
h
e
r
m
o
s
t
a
t
s
,
f
a
c
t
o
r
y
disconnect switches (if specified as part of factory wired equipment) resistance he
a
t
e
r
s
,
f
i
r
e
a
n
d
s
m
o
k
e
d
e
t
e
c
t
o
r
s
.
17.The following are to be furnished and wired by EC: disconnect switches, therma
l
o
v
e
r
l
o
a
d
s
w
i
t
c
h
e
s
,
m
a
n
u
a
l
o
p
e
r
a
t
i
n
g
s
w
i
t
c
h
e
s
and contactors.18.The following are to be furnished and wired by MC: low voltage thermostats, co
n
t
r
o
l
t
r
a
n
s
f
o
r
m
e
r
s
,
c
o
n
t
r
o
l
r
e
l
a
y
s
,
c
o
n
t
r
o
l
p
a
n
e
l
s
,
motorized valves, motorized dampers, pilot lights, multi-speed switches and inter
l
o
c
k
s
.
Shop Drawings19.Submit entire HVAC shop drawing submittal data at one time. Submittal to be bo
u
n
d
i
n
t
h
r
e
e
-
r
i
n
g
b
i
n
d
e
r
s
,
i
n
d
e
x
e
d
i
n
a
n
e
a
t
a
n
d
orderly manner. Partial submittals will not be accepted. Submittals shall include
,
b
u
t
n
o
t
b
e
l
i
m
i
t
e
d
t
o
:
e
q
u
i
p
m
e
n
t
,
d
i
f
f
u
s
e
r
s
,
a
n
d
pumps.Remodel, Demolition & Unforeseen Conditions20.Visit site prior to bid and verify the conditions. Include in the bid, costs required
t
o
m
a
k
e
w
o
r
k
m
e
e
t
e
x
i
s
t
i
n
g
c
o
n
d
i
t
i
o
n
s
,
w
h
e
t
h
e
r
indicated or not.21.Provide mechanical demolition required. Refer to architectural demolition drawi
n
g
s
f
o
r
l
o
c
a
t
i
o
n
a
n
d
e
x
t
e
n
t
o
f
d
e
m
o
l
i
t
i
o
n
required. Visit site prior to bid to determine extent of work involved. Provide lab
o
r
a
n
d
m
a
t
e
r
i
a
l
s
a
s
r
e
q
u
i
r
e
d
t
o
m
a
i
n
t
a
i
n
a
n
d
/
o
r
restore continuity of service to existing systems.22.In as much as design for remodel, renovation and/or rehabilitation requires that ce
r
t
a
i
n
a
s
s
u
m
p
t
i
o
n
s
b
e
m
a
d
e
r
e
g
a
r
d
i
n
g
e
x
i
s
t
i
n
g
conditions and because some of these assumptions cannot be verified without des
t
r
o
y
i
n
g
o
t
h
e
r
w
i
s
e
a
d
e
q
u
a
t
e
o
r
s
e
r
v
i
c
e
a
b
l
e
portions of the building, the Engineer cannot assure the Owner or the Contractor
t
h
a
t
t
h
e
p
r
o
f
e
s
s
i
o
n
a
l
c
o
n
s
u
l
t
i
n
g
s
e
r
v
i
c
e
s
h
e
r
e
i
n
encompass all contingencies. Field coordination during construction is imperativ
e
.
C
o
n
t
r
a
c
t
o
r
s
b
i
d
d
i
n
g
t
h
i
s
w
o
r
k
m
u
s
t
m
a
k
e
reasonable allowances for unseen conditions and should include associated allow
a
n
c
e
s
i
n
t
h
e
i
r
b
i
d
s
n
o
t
e
d
a
s
s
u
c
h
.
23.Field verify locations of all existing piping, equipment, ductwork, etc.Insulation24.Insulate all new heating water piping with U.L. approved, white, all service, glass
f
i
b
e
r
,
s
n
a
p
-
o
n
,
p
i
p
e
i
n
s
u
l
a
t
i
o
n
.
M
i
n
i
m
u
m
R-Value of 3.0 for all piping. Insulate fittings with glass fiber blanket insulation
a
n
d
p
r
e
m
o
l
d
e
d
P
V
C
c
o
v
e
r
s
.
P
r
o
v
i
d
e
d
e
d
u
c
t
alternate price to insulate with Armaflex.25.Insulation for all types of piping shall be carried full size through pipe hangers or
p
i
p
e
s
s
h
a
l
l
b
e
s
u
p
p
o
r
t
e
d
w
i
t
h
v
i
b
r
a
t
i
o
n
c
l
a
m
p
s
.
26.Internally line all new ductwork inside the thermal envelope (unless noted otherw
i
s
e
)
w
i
t
h
1
"
t
h
i
c
k
,
2
.
0
P
C
F
,
U
.
L
.
r
a
t
e
d
,
g
l
a
s
s
fiber insulation with a continuous vapor barrier.27.5HIULJHUDQWSLSLQJ ,QVXODWHVXFWLRQSLSHEHORZWKHURRIDQGDOOEXULHGSLSHZLWK³
$
U
P
D
I
O
H
[
´
R
U
H
T
X
L
Y
D
O
H
Q
W
W
X
E
X
O
D
U
F
O
R
V
H
G
F
H
O
O
IRDPLQVXODWLRQò´WKLFN6OLSLQVXODWLRQRYHUSLSHEHIRUHDVVHPEO\VRWKDWWKHUHD
U
H
Q
R
O
H
Q
J
W
K
Z
L
G
H
V
H
D
P
V
:
K
H
U
H
O
H
Q
J
W
K
V
R
I
insulation are butted together, use factory recommended adhesive.Piping28.Heating Water piping - Type 'L' copper, wrought copper fittings, and no lead sold
e
r
.
P
r
o
v
i
d
e
a
l
t
e
r
n
a
t
e
p
r
i
c
e
f
o
r
P
E
X
t
u
b
i
n
g
(
w
i
t
h
oxygen diffusion barrier). Unless otherwise noted, piping on plans has been sized
f
o
r
c
o
p
p
e
r
,
a
n
d
i
f
P
E
X
p
i
p
i
n
g
i
s
u
s
e
d
,
i
n
c
r
e
a
s
e
VL]HRISLSLQJRQHQRPLQDOVL]HIURPVL]HVKRZQRQSODQVLH3ODQVFDOOIRUô´SL
S
L
Q
J
3
(
;
L
V
W
R
E
H
V
X
E
V
W
L
W
X
W
H
G
D
´
3
(
;
O
L
Q
H
shall be installed.29.PEX piping shall be supported by continuous cradles supplied by the manufacture
r
.
30.Drain Pan piping - Not Buried: Type 'M' copper, wrought copper fittings, and no
l
e
a
d
s
o
l
d
e
r
.
D
r
a
i
n
p
a
n
p
i
p
i
n
g
m
a
y
a
l
s
o
b
e
P
E
X
or Schedule 40 ABS-DWV plastic pipe and fittings (ASTM D2661) or Schedule 4
0
P
V
C
-
D
W
V
p
l
a
s
t
i
c
p
i
p
e
a
n
d
f
i
t
t
i
n
g
s
(
A
S
T
M
D2665).31.Refrigeration Piping - Type 'L', ACR Grade copper, cleaned, dehydrated, capped
a
n
d
c
h
a
r
g
e
d
w
i
t
h
c
l
e
a
n
n
i
t
r
o
g
e
n
a
t
t
h
e
f
a
c
t
o
r
y
.
Use wrought copper fittings and hard solder having a minimum melting point of 1
1
0
0
F
f
o
r
b
u
r
i
e
d
l
i
n
e
s
,
n
o
l
e
a
d
s
o
l
d
e
r
f
o
r
non-buried lines. Valves and specialties shall be standard brass or bronze valves
f
o
r
r
e
f
r
i
g
e
r
a
t
i
o
n
s
e
r
v
i
c
e
.
B
u
r
i
e
d
p
i
p
e
s
h
a
l
l
b
e
VXUURXQGHGE\´FOHDQVDQG32.Copper pipe Valves and Specialties:Gate Valves:Bronze, Class 125, 200 lb. W.O.G.Ball Valves:Bronze, Class 125, 200 lb. W.O.G.Check Valves:Bronze, Class 125, 200 lb. W.O.G.Balancing Valves:125 psig w.p. for 250F service tight shut-off, Illinois dual-p
u
r
p
o
s
e
,
b
a
l
a
n
c
i
n
g
/
s
h
u
t
-
o
f
f
v
a
l
v
e
,
H
o
f
f
m
a
n
,
Sarco, or equivalent.33.Support pipe with rod and clevis or clamps. No pipe tape allowed.34.Provide expansion joints or loops on all heating water piping runs in excess of 50
'
.
35.Dielectric Unions - Furnish and install a dielectric union at all connections where
n
o
n
-
f
e
r
r
o
u
s
m
a
t
e
r
i
a
l
i
s
i
n
c
o
n
t
a
c
t
w
i
t
h
f
e
r
r
o
u
s
material and fluid in not protected with corrosion inhibitors.
36
.
*U
D
G
H
D
Q
G
Y
D
O
Y
H
D
O
O
K
H
D
W
L
Q
J
Z
D
W
H
U
S
L
S
L
Q
J
Z
L
W
K
ô
´
K
R
V
H
H
Q
G
Y
D
O
Y
H
V
W
R
S
H
U
P
L
W
G
U
D
L
Q
D
J
H
R
I
W
K
H
V
\
V
W
H
P
9
H
Q
W
D
O
O
K
L
J
K
S
R
L
Q
W
V
L
Q
eq
u
i
p
m
e
n
t
r
o
o
m
s
a
s
n
e
c
e
s
s
a
r
y
w
i
t
h
a
u
t
o
m
a
t
i
c
a
i
r
v
e
n
t
s
p
i
p
e
d
t
o
c
o
n
v
e
n
i
e
n
t
d
r
a
i
n
.
A
l
l
h
i
g
h
p
o
i
n
t
s
i
n
s
y
s
t
e
m
o
u
t
s
i
d
e
o
f
e
q
u
i
p
m
e
n
t
ro
o
m
s
w
i
t
h
m
a
n
u
a
l
a
i
r
v
e
n
t
s
a
s
r
e
q
u
i
r
e
d
t
o
r
e
l
i
e
v
e
a
i
r
i
n
t
h
e
s
y
s
t
e
m
.
37
.
Pr
o
v
i
d
e
p
l
a
s
t
i
c
g
r
o
m
m
e
t
s
o
n
a
l
l
h
e
a
t
i
n
g
w
a
t
e
r
p
i
p
i
n
g
p
a
s
s
i
n
g
t
h
r
o
u
g
h
w
o
o
d
j
o
i
s
t
s
a
n
d
s
t
u
d
s
.
Du
c
t
w
o
r
k
38
.
Du
c
t
s
i
z
e
s
s
h
o
w
n
o
n
d
r
a
w
i
n
g
s
a
r
e
o
u
t
s
i
d
e
(
s
h
e
e
t
m
e
t
a
l
)
d
u
c
t
d
i
m
e
n
s
i
o
n
s
.
39
.
Al
l
d
u
c
t
w
o
r
k
s
h
a
l
l
b
e
s
e
a
l
e
d
a
i
r
t
i
g
h
t
w
i
t
h
d
u
c
t
m
a
s
t
i
c
.
D
u
c
t
t
a
p
e
i
s
p
r
o
h
i
b
i
t
e
d
.
40
.
Al
l
r
e
t
u
r
n
s
s
h
a
l
l
b
e
d
u
c
t
e
d
.
P
a
n
n
i
n
g
o
f
s
t
u
d
c
a
v
i
t
i
e
s
,
j
o
i
s
t
b
a
y
s
,
e
t
c
.
i
s
n
o
t
a
l
l
o
w
e
d
.
41
.
Pr
o
v
i
d
e
1
/
4
"
g
a
l
v
a
n
i
z
e
d
m
e
s
h
s
c
r
e
e
n
o
n
a
l
l
c
o
m
b
u
s
t
i
o
n
a
i
r
d
u
c
t
s
o
r
o
p
e
n
i
n
g
s
.
42
.
Se
a
l
a
l
l
d
u
c
t
w
o
r
k
j
o
i
n
t
s
a
n
d
v
a
p
o
r
b
a
r
r
i
e
r
p
e
n
e
t
r
a
t
i
o
n
s
a
t
a
l
l
e
x
t
e
r
i
o
r
w
a
l
l
s
.
43
.
Pr
o
v
i
d
e
t
u
r
n
i
n
g
v
a
n
e
s
i
n
a
l
l
m
i
t
e
r
e
d
r
e
c
t
a
n
g
u
l
a
r
e
l
b
o
w
s
.
44
.
Pr
o
v
i
d
e
v
o
l
u
m
e
d
a
m
p
e
r
s
a
t
a
l
l
a
c
c
e
s
s
i
b
l
e
r
o
u
n
d
d
u
c
t
t
a
k
e
-
o
f
f
s
.
45
.
Ma
k
e
a
l
l
f
i
n
a
l
c
o
n
n
e
c
t
i
o
n
s
t
o
s
u
p
p
l
y
G
R
D
'
s
w
i
t
h
a
c
o
u
s
t
i
c
f
l
e
x
i
b
l
e
d
u
c
t
.
M
i
n
i
m
u
m
l
e
n
g
t
h
s
h
a
l
l
b
e
4
f
e
e
t
.
M
a
x
i
m
u
m
l
e
n
g
t
h
s
h
a
l
l
be
8
f
e
e
t
.
46
.
Al
l
d
u
c
t
w
o
r
k
o
r
s
u
r
f
a
c
e
s
w
h
i
c
h
a
r
e
v
i
s
i
b
l
e
b
e
h
i
n
d
a
g
r
i
l
l
e
,
r
e
g
i
s
t
e
r
,
d
i
f
f
u
s
e
r
o
r
l
o
u
v
e
r
s
h
a
l
l
b
e
p
a
i
n
t
e
d
f
l
a
t
b
l
a
c
k
.
47
.
Sh
e
e
t
m
e
t
a
l
a
n
d
f
i
t
t
i
n
g
s
t
o
b
e
p
u
r
s
u
a
n
t
t
o
S
M
A
C
N
A
a
n
d
A
S
H
R
A
E
s
t
a
n
d
a
r
d
s
.
48
.
Co
n
t
r
a
c
t
o
r
t
o
c
o
o
r
d
i
n
a
t
e
e
x
a
c
t
l
o
c
a
t
i
o
n
o
f
g
r
i
l
l
e
s
a
n
d
r
e
g
i
s
t
e
r
s
b
e
f
o
r
e
i
n
s
t
a
l
l
a
t
i
o
n
.
49
.
Se
a
l
o
f
f
a
l
l
d
u
c
t
s
d
u
r
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
.
Vi
b
r
a
t
i
o
n
I
s
o
l
a
t
i
o
n
50
.
Wh
e
r
e
s
p
e
c
i
f
i
e
d
,
d
u
c
t
-
t
o
-
f
a
n
c
o
n
n
e
c
t
i
o
n
s
s
h
a
l
l
b
e
m
a
d
e
w
i
t
h
f
l
e
x
i
b
l
e
c
a
n
v
a
s
d
u
c
t
c
o
n
n
e
c
t
o
r
m
a
t
e
r
i
a
l
.
P
r
o
v
i
d
e
d
u
c
t
a
l
i
g
n
m
e
n
t
wi
t
h
i
n
1
/
2
"
a
t
t
h
e
f
a
n
c
o
l
l
a
r
a
n
d
d
u
c
t
c
o
l
l
a
r
.
51
.
Wh
e
r
e
s
p
e
c
i
f
i
e
d
,
s
p
r
i
n
g
v
i
b
r
a
t
i
o
n
i
s
o
l
a
t
o
r
s
f
o
r
s
u
p
p
o
r
t
o
f
e
q
u
i
p
m
e
n
t
s
h
a
l
l
b
e
p
r
o
p
e
r
l
y
a
l
i
g
n
e
d
s
o
t
h
a
t
s
u
p
p
o
r
t
r
o
d
d
o
e
s
n
o
t
c
o
n
t
a
c
t
sp
r
i
n
g
h
o
u
s
i
n
g
.
Co
n
t
r
o
l
s
52
.
Mo
u
n
t
a
l
l
t
h
e
r
m
o
s
t
a
t
s
a
n
d
h
u
m
i
d
i
s
t
a
t
s
5
'
-
0
"
a
b
o
v
e
f
i
n
i
s
h
e
d
f
l
o
o
r
.
53
.
Th
e
r
m
o
s
t
a
t
s
&
r
e
m
o
t
e
t
e
m
p
e
r
a
t
u
r
e
s
e
n
s
o
r
s
s
h
a
l
l
n
o
t
b
e
i
n
s
t
a
l
l
e
d
a
b
o
v
e
h
e
a
t
e
m
i
t
t
i
n
g
e
q
u
i
p
m
e
n
t
,
i
n
c
l
u
d
i
n
g
w
a
l
l
m
o
u
n
t
e
d
t
o
u
c
h
sc
r
e
e
n
c
o
n
t
r
o
l
s
.
D
o
n
o
t
m
o
u
n
t
o
n
e
x
t
e
r
i
o
r
w
a
l
l
s
o
r
a
b
o
v
e
/
b
e
l
o
w
f
o
r
c
e
d
a
i
r
s
u
p
p
l
y
r
e
g
i
s
t
e
r
s
.
54
.
Al
l
t
h
e
r
m
o
s
t
a
t
s
s
h
a
l
l
h
a
v
e
a
t
e
m
p
e
r
a
t
u
r
e
r
a
n
g
e
s
u
i
t
a
b
l
e
f
o
r
t
h
e
a
p
p
l
i
c
a
t
i
o
n
a
n
d
h
a
v
e
a
d
j
u
s
t
a
b
l
e
s
e
t
p
o
i
n
t
s
.
T
h
e
t
h
e
r
m
o
s
t
a
t
s
s
h
a
l
l
be
a
b
l
e
t
o
d
i
s
p
l
a
y
t
e
m
p
e
r
a
t
u
r
e
s
e
t
p
o
i
n
t
a
n
d
r
o
o
m
t
e
m
p
e
r
a
t
u
r
e
.
A
l
l
t
h
e
r
m
o
s
t
a
t
s
s
h
a
l
l
b
e
a
p
p
r
o
v
e
d
b
y
t
h
e
O
w
n
e
r
.
55
.
Se
e
S
e
q
u
e
n
c
e
o
f
O
p
e
r
a
t
i
o
n
f
o
r
a
d
d
i
t
i
o
n
a
l
c
o
n
t
r
o
l
i
n
f
o
r
m
a
t
i
o
n
.
Ba
l
a
n
c
i
n
g
56
.
Ai
r
a
n
d
w
a
t
e
r
f
l
o
w
s
m
u
s
t
b
e
b
a
l
a
n
c
e
d
,
a
n
d
f
a
n
b
e
l
t
s
,
p
u
m
p
s
,
a
n
d
d
r
i
v
e
s
y
s
t
e
m
s
a
d
j
u
s
t
e
d
a
s
r
e
q
u
i
r
e
d
.
B
a
l
a
n
c
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
fu
r
n
i
s
h
s
u
b
s
e
q
u
e
n
t
a
i
r
b
a
l
a
n
c
e
s
a
f
t
e
r
a
c
c
e
p
t
a
n
c
e
o
f
t
h
e
b
u
i
l
d
i
n
g
.
57
.
Ai
r
s
i
d
e
m
e
a
s
u
r
e
m
e
n
t
s
s
h
a
l
l
i
n
c
l
u
d
e
a
l
l
m
o
t
o
r
a
m
p
e
r
a
g
e
,
v
o
l
t
a
g
e
r
e
a
d
i
n
g
s
,
m
o
t
o
r
R
P
M
,
f
a
n
R
P
M
,
f
a
n
C
F
M
,
f
a
n
i
n
l
e
t
s
t
a
t
i
c
pr
e
s
s
u
r
e
,
f
a
n
o
u
t
l
e
t
s
t
a
t
i
c
p
r
e
s
s
u
r
e
,
a
n
d
e
x
h
a
u
s
t
g
r
i
l
l
e
C
F
M
.
58
.
Hy
d
r
o
n
i
c
m
e
a
s
u
r
e
m
e
n
t
s
s
h
a
l
l
i
n
c
l
u
d
e
a
l
l
m
o
t
o
r
a
m
p
e
r
a
g
e
,
v
o
l
t
a
g
e
r
e
a
d
i
n
g
s
,
m
o
t
o
r
R
P
M
,
p
u
m
p
R
P
M
,
p
u
m
p
G
P
M
a
s
c
a
l
c
u
l
a
t
e
d
fr
o
m
t
h
e
p
u
m
p
c
u
r
v
e
,
i
n
l
e
t
a
n
d
o
u
t
l
e
t
p
r
e
s
s
u
r
e
s
a
t
p
u
m
p
s
,
a
n
d
t
e
m
p
e
r
a
t
u
r
e
a
n
d
p
r
e
s
s
u
r
e
d
r
o
p
a
t
a
l
l
c
o
i
l
s
.
59
.
Ad
j
u
s
t
f
l
o
w
s
t
o
w
i
t
h
i
n
1
0
%
o
f
r
e
q
u
i
r
e
d
q
u
a
n
t
i
t
y
.
I
f
a
c
t
u
a
l
q
u
a
n
t
i
t
y
i
s
l
e
s
s
t
h
a
n
9
0
%
o
f
d
e
s
i
g
n
,
i
n
v
e
s
t
i
g
a
t
e
c
a
u
s
e
,
a
t
t
e
m
p
t
t
o
re
c
t
i
f
y
a
n
d
n
o
t
i
f
y
E
n
g
i
n
e
e
r
.
S
u
b
m
i
t
t
a
l
o
f
b
a
l
a
n
c
e
r
e
p
o
r
t
w
i
t
h
l
e
s
s
t
h
a
n
r
e
q
u
i
r
e
d
f
l
o
w
s
w
i
t
h
o
u
t
e
x
p
l
a
n
a
t
i
o
n
i
s
c
a
u
s
e
f
o
r
r
e
j
e
c
t
i
o
n
of
r
e
p
o
r
t
.
Mechanical Specifications
1.
FC
-
1
F
a
n
C
o
i
l
a.
MA
K
E
-
U
P
A
I
R
:
1.
1
.
FC
-
1
f
a
n
s
h
a
l
l
b
e
e
l
e
c
t
r
i
c
a
l
l
y
i
n
t
e
r
l
o
c
k
e
d
w
i
t
h
k
i
t
c
h
e
n
e
x
h
a
u
s
t
f
a
n
.
1.
2
.
Up
o
n
a
c
t
i
v
a
t
i
o
n
o
f
k
i
t
c
h
e
n
e
x
h
a
u
s
t
f
a
n
,
N
.
C
.
O
S
A
d
a
m
p
e
r
s
h
a
l
l
o
p
e
n
(
1
2
0
0
C
F
M
)
,
R
A
d
a
m
p
e
r
s
h
a
l
l
o
p
e
n
(
1
5
0
0
C
F
M
)
,
an
d
F
C
-
1
b
l
o
w
e
r
s
h
a
l
l
s
t
a
r
t
.
1.
3
.
Up
o
n
a
c
a
l
l
f
o
r
h
e
a
t
i
n
g
f
r
o
m
m
a
k
e
-
u
p
a
i
r
s
e
n
s
o
r
d
o
w
n
s
t
r
e
a
m
o
f
f
a
n
c
o
i
l
d
i
s
c
h
a
r
g
e
,
p
u
m
p
P
-
1
s
h
a
l
l
s
t
a
r
t
.
1.
4
.
6S
H
H
G
R
I
3
S
X
P
S
V
K
D
O
O
E
H
Y
D
U
L
H
G
E
\
Q
H
Z
7
H
N
P
D
U
F
R
Q
W
U
R
O
W
R
P
D
L
Q
W
D
L
Q
V
X
S
S
O
\
D
L
U
W
H
P
S
H
U
D
W
X
U
H
R
I
)
D
G
M
1.
5
.
3X
P
S
3
V
K
D
O
O
E
H
G
L
V
D
E
O
H
G
L
I
R
X
W
G
R
R
U
W
H
P
S
H
U
D
W
X
U
H
L
V
D
E
R
Y
H
)
R
U
G
X
U
L
Q
J
D
F
D
O
O
I
R
U
F
R
R
O
L
Q
J
b.
CO
O
L
I
N
G
:
1.
1
.
Up
o
n
a
c
a
l
l
f
o
r
c
o
o
l
i
n
g
,
f
a
n
s
h
a
l
l
s
t
a
r
t
a
n
d
c
o
n
d
e
n
s
i
n
g
u
n
i
t
C
U
-
1
s
h
a
l
l
b
e
e
n
a
b
l
e
d
.
c.
SU
P
P
L
E
M
E
N
T
A
L
H
E
A
T
I
N
G
:
1.
1
.
Up
o
n
a
c
a
l
l
f
o
r
s
e
c
o
n
d
s
t
a
g
e
h
e
a
t
,
f
a
n
c
o
i
l
b
l
o
w
e
r
s
h
a
l
l
s
t
a
r
t
a
n
d
p
u
m
p
P
-
1
s
h
a
l
l
s
t
a
r
t
.
P
u
m
p
P
-
1
s
h
a
l
l
r
u
n
f
u
l
l
s
p
e
e
d
.
1.
2
.
Ex
i
s
t
i
n
g
r
a
d
i
a
n
t
f
l
o
o
r
s
h
a
l
l
b
e
t
h
e
f
i
r
s
t
s
t
a
g
e
o
f
h
e
a
t
.
d.
HU
M
I
D
I
F
I
C
A
T
I
O
N
:
1.
1
.
)D
Q
F
R
L
O
S
U
R
Y
L
G
H
V
K
X
P
L
G
L
I
L
F
D
W
L
R
Q
6
H
H
³
+
6
W
H
D
P
+
X
P
L
G
L
I
L
H
U
V
´
V
H
T
X
H
Q
F
H
E
H
O
R
Z
2.
FC
-
2
F
a
n
C
o
i
l
a.
CO
O
L
I
N
G
:
2.
1
.
Up
o
n
a
c
a
l
l
f
o
r
c
o
o
l
i
n
g
,
f
a
n
s
h
a
l
l
s
t
a
r
t
a
n
d
c
o
n
d
e
n
s
i
n
g
u
n
i
t
C
U
-
2
s
h
a
l
l
b
e
e
n
a
b
l
e
d
.
b.
SU
P
P
L
E
M
E
N
T
A
L
H
E
A
T
I
N
G
:
1.
1
.
Up
o
n
a
c
a
l
l
f
o
r
s
e
c
o
n
d
s
t
a
g
e
h
e
a
t
,
f
a
n
c
o
i
l
b
l
o
w
e
r
s
h
a
l
l
s
t
a
r
t
a
n
d
c
o
n
t
r
o
l
v
a
l
v
e
s
h
a
l
l
o
p
e
n
.
1.
2
.
Ex
i
s
t
i
n
g
r
a
d
i
a
n
t
f
l
o
o
r
s
h
a
l
l
b
e
t
h
e
f
i
r
s
t
s
t
a
g
e
o
f
h
e
a
t
.
c.
HU
M
I
D
I
F
I
C
A
T
I
O
N
:
1.
1
.
)D
Q
F
R
L
O
S
U
R
Y
L
G
H
V
K
X
P
L
G
L
I
L
F
D
W
L
R
Q
6
H
H
³
+
6
W
H
D
P
+
X
P
L
G
L
I
L
H
U
V
´
V
H
T
X
H
Q
F
H
E
H
O
R
Z
3.
H-
1
&
2
S
t
e
a
m
H
u
m
i
d
i
f
i
e
r
s
a.
Up
o
n
a
c
a
l
l
f
o
r
h
u
m
i
d
i
f
i
c
a
t
i
o
n
f
r
o
m
w
a
l
l
m
o
u
n
t
e
d
h
u
m
i
d
i
s
t
a
t
,
a
s
s
o
c
i
a
t
e
d
f
a
n
s
h
a
l
l
s
t
a
r
t
a
n
d
o
n
c
e
a
i
r
f
l
o
w
i
s
p
r
o
v
e
n
b
y
a
i
r
pr
o
v
i
n
g
s
w
i
t
c
h
,
h
u
m
i
d
i
f
i
e
r
s
h
a
l
l
s
t
a
r
t
.
b.
In
c
l
u
d
e
a
h
i
g
h
l
i
m
i
t
d
u
c
t
h
u
m
i
d
i
s
t
a
t
l
o
c
a
t
e
d
i
n
t
h
e
s
u
p
p
l
y
a
i
r
d
u
c
t
,
d
o
w
n
s
t
r
e
a
m
o
f
t
h
e
s
t
e
a
m
a
b
s
o
r
p
t
i
o
n
z
o
n
e
,
t
o
d
i
s
a
b
l
e
hu
m
i
d
i
f
i
e
r
i
f
R
H
e
x
c
e
e
d
s
8
0
%
(
a
d
j
)
.
c.
In
c
l
u
d
e
a
n
a
u
t
o
m
a
t
i
c
h
u
m
i
d
i
f
i
e
r
c
o
n
t
r
o
l
f
r
o
m
h
u
m
i
d
i
f
i
e
r
m
a
n
u
f
a
c
t
u
r
e
r
,
w
h
i
c
h
s
h
a
l
l
a
u
t
o
m
a
t
i
c
a
l
l
y
r
e
s
e
t
t
h
e
h
u
m
i
d
i
t
y
s
e
t
p
o
i
n
t
ba
s
e
d
o
n
o
u
t
d
o
o
r
t
e
m
p
e
r
a
t
u
r
e
.
O
u
t
d
o
o
r
r
e
s
e
t
c
u
r
v
e
s
h
a
l
l
b
e
a
d
j
u
s
t
a
b
l
e
.
I
n
c
l
u
d
e
o
u
t
d
o
o
r
a
i
r
t
e
m
p
e
r
a
t
u
r
e
s
e
n
s
o
r
.
d.
Hu
m
i
d
i
f
i
c
a
t
i
o
n
s
h
a
l
l
b
e
d
i
s
a
b
l
e
d
d
u
r
i
n
g
c
a
l
l
s
f
o
r
c
o
o
l
i
n
g
.
Se
q
u
e
n
c
e
o
f
O
p
e
r
a
t
i
o
n
8/
3
1
/
1
2
Reviewed for Code
C
o
m
p
l
i
a
n
c
e
Code: 2009 Internat
i
o
n
a
l
R
e
s
i
d
e
n
t
i
a
l
C
o
d
e
(
I
R
C
)
By Martin Haeberle at
8:
5
4
am
,
Oc
t
18
,
20
1
2
RE
C
E
I
V
VED
09
/
1
8
/
2
0
1
2
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC)
By Martin Haeberle at 10:15 am, Oct 18, 2012
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S201107AUGUST 31, 2012 EXISTING LOWER LEVEL FRAMING AND FOUNDATION PLANMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT 10/04/2012
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S20a1107AUGUST 31, 2012 EXISTING GARAGE ROOF FRAMING AND FOUNDATION PLANMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT
Reviewed for Code Compliance Code: 2009 International Residential Code
(
I
R
C
)
By Martin Haeberle at 10:11 am, Oct 18, 2012
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S211107AUGUST 31, 2012 EXISTING UPPER LEVEL FRAMING PLANMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT
Reviewed for Code Compliance Code: 2009 International Residential Co
d
e
(
I
R
C
)
By Martin Haeberle at 10:11 am, Oct 18, 201
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S221107AUGUST 31, 2012 EXISTING ROOF FRAMING PLANMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT
Reviewed for Code Compliance Code: 2009 International Residenti
a
l
C
o
d
e
(
I
R
C
)
By Martin Haeberle at 10:11 am, Oct 18
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S301107AUGUST 31, 2012 EXISTING GENERAL NOTES AND FOUNDATION DETAILSMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
1
1
am
,
Oc
t
18
,
20
1
2
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-S311107AUGUST 31, 2012 EXISTING FRAMING AND ROOF FRAMING DETAILSMARSHALLRESIDENCEREMODELPERMITDATEISSUE6-25-12DD ESTIMATE 8-31-12PERMIT
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 10:12 am, Oct 18, 2012
Reviewed for Code Compliance Code: 2009 International Residential Code
(
I
R
C
)
By Martin Haeberle at 10:12 am, Oct 18, 2012
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 10:12 am, Oct 18, 2012
Reviewed for Code Compliance Code: 2009 International Residential C
o
d
e
(
I
R
C
)
By Martin Haeberle at 10:12 am, Oct 18, 20
1
2
NO
T
E
S
LA
M
P
CA
T
A
L
O
G
#
MA
N
U
F
A
C
T
U
R
E
R
DE
S
C
R
I
P
T
I
O
N
LI
G
H
T
I
N
G
F
I
X
T
U
R
E
S
C
H
E
D
U
L
E
MA
R
K
LEGEND
MA
R
S
H
A
L
L
R
E
M
O
D
E
L
19
3
B
E
A
V
E
R
D
A
M
R
O
A
D
PR
O
J
E
C
T
#
1
1
-
0
2
6
WH
I
T
E
L
I
G
H
T
I
N
G
D
E
S
I
G
N
37
7
5
C
H
A
S
E
S
T
R
E
E
T
WH
E
A
T
R
I
D
G
E
,
C
O
8
0
2
1
2
NO
T
E
S
LA
M
P
CA
T
A
L
O
G
#
MA
N
U
F
A
C
T
U
R
E
R
DE
S
C
R
I
P
T
I
O
N
DE
C
O
R
A
T
I
V
E
F
I
X
T
U
R
E
S
C
H
E
D
U
L
E
MA
R
K
MA
R
S
H
A
L
L
R
E
M
O
D
E
L
19
3
B
E
A
V
E
R
D
A
M
R
O
A
D
PR
O
J
E
C
T
#
1
1
-
-
2
6
WH
I
T
E
L
I
G
H
T
I
N
G
D
E
S
I
G
N
37
7
5
C
H
A
S
E
S
T
R
E
E
T
WH
E
A
T
R
I
D
G
E
,
C
O
8
0
2
1
2
SC
A
L
E
:
N
O
N
E
KEY NOTES ••••••••••••••••••••••••INSTALLATION NOT
E
S
•••••••••••BID NOTES
LE
D
U
N
D
E
R
C
A
B
I
N
E
T
L
I
G
H
T
I
N
G
D
E
T
A
I
L
BE
A
M
S
P
R
E
A
D
MA
N
U
F
A
C
T
U
R
E
R
MR
1
6
L
A
M
P
S
C
H
E
D
U
L
E
MA
R
K
QT
Y
SC
A
L
E
:
N
O
N
E
LE
D
V
E
R
T
I
C
A
L
R
U
N
B
O
O
K
C
A
S
E
D
E
T
A
I
L
SC
A
L
E
:
N
O
N
E
LE
D
C
O
V
E
L
I
G
H
T
I
N
G
D
E
T
A
I
L
NOTE: PER ENERG
Y
C
O
D
E
TOV-PERMIT SET
N
O
T
E
S
/
C
L
A
R
I
F
I
C
A
T
I
O
N
Of
:
f
o
u
r
E-
0
Fi
x
t
u
r
e
S
c
h
e
d
u
l
e
Jo
b
N
o
.
1
1
1
8
.
0
0
Is
s
u
e
D
a
t
e
Sh
e
e
t
:Marshall Residence Remodel
193 Beaver Dam Road
WH
I
T
E
L
I
G
H
T
I
N
G
D
E
S
I
G
N
37
7
5
C
h
a
s
e
S
t
r
e
e
t
Wh
e
a
t
R
i
d
g
e
,
C
o
l
o
r
a
d
o
8
0
2
1
2
30
3
-
4
6
3
-
6
6
6
1
p
h
o
n
e
30
3
-
4
6
3
-
6
6
6
5
f
a
x
ww
w
.
w
h
i
t
e
l
i
g
h
t
i
n
g
d
e
s
i
g
n
.
c
o
m
DD
e
s
t
.
J
u
n
e
2
6
,
'
1
2
Fi
n
a
l
D
R
B
7.
2
3
.
1
2
8.
2
7
.
1
2
8.
3
1
.
1
2
10
.
1
7
.
1
2
11
.
6
.
2
0
1
2
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
9
am
,
No
v
30
,
20
1
2
UP
UP
KE
Y
N
O
T
E
S
Of
:
f
o
u
r
E-
1
Lo
w
e
r
L
e
v
e
l
Sc
a
l
e
:
1
/
4
"
=
1
-
0
'
Jo
b
N
o
.
1
1
1
8
.
0
0
Is
s
u
e
D
a
t
e
Sh
e
e
t
:Marshall Residence Remodel
193 Beaver Dam Road
WH
I
T
E
L
I
G
H
T
I
N
G
D
E
S
I
G
N
37
7
5
C
h
a
s
e
S
t
r
e
e
t
Wh
e
a
t
R
i
d
g
e
,
C
o
l
o
r
a
d
o
8
0
2
1
2
30
3
-
4
6
3
-
6
6
6
1
p
h
o
n
e
30
3
-
4
6
3
-
6
6
6
5
f
a
x
ww
w
.
w
h
i
t
e
l
i
g
h
t
i
n
g
d
e
s
i
g
n
.
c
o
m
DD
e
s
t
.
Ju
n
e
2
6
,
'
1
2
Fi
n
a
l
D
R
B
7.
2
3
.
1
2
8.
2
7
.
1
2
8.
3
1
.
1
2
10
.
1
7
.
1
2
11
.
6
.
2
0
1
2
Review
e
d
f
o
r
C
o
d
e
C
o
m
p
l
i
a
n
c
e
Code:
2
0
0
9
I
n
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
(
I
R
C
)
By Mar
t
i
n
Ha
e
b
e
r
l
e
at
10
:
0
9
am
,
No
v
30
,
20
1
2
DN
UP
DN
KE
Y
N
O
T
E
S
Of
:
f
o
u
r
E-
2
Ma
i
n
L
e
v
e
l
Sc
a
l
e
:
1
/
4
"
=
1
-
0
'
Jo
b
N
o
.
1
1
1
8
.
0
0
Is
s
u
e
D
a
t
e
Sh
e
e
t
:Marshall Residence Remodel
193 Beaver Dam Road
WH
I
T
E
L
I
G
H
T
I
N
G
D
E
S
I
G
N
37
7
5
C
h
a
s
e
S
t
r
e
e
t
Wh
e
a
t
R
i
d
g
e
,
C
o
l
o
r
a
d
o
8
0
2
1
2
30
3
-
4
6
3
-
6
6
6
1
p
h
o
n
e
30
3
-
4
6
3
-
6
6
6
5
f
a
x
ww
w
.
w
h
i
t
e
l
i
g
h
t
i
n
g
d
e
s
i
g
n
.
c
o
m
DD
e
s
t
.
Ju
n
e
2
6
,
'
1
2
Fi
n
a
l
D
R
B
7.
2
3
.
1
2
8.
2
7
.
1
2
8.
3
1
.
1
2
10
.
1
7
.
1
2
11
.
6
.
2
0
1
2
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 10:09 am, Nov 30, 2012
Of
:
f
o
u
r
E-
3
Si
t
e
P
l
a
n
Sc
a
l
e
:
1
"
=
6
'
'
Jo
b
N
o
.
1
1
1
8
.
0
0
Is
s
u
e
D
a
t
e
Sh
e
e
t
:Marshall Residence Remodel
193 Beaver Dam Road
WH
I
T
E
L
I
G
H
T
I
N
G
D
E
S
I
G
N
37
7
5
C
h
a
s
e
S
t
r
e
e
t
Wh
e
a
t
R
i
d
g
e
,
C
o
l
o
r
a
d
o
8
0
2
1
2
30
3
-
4
6
3
-
6
6
6
1
p
h
o
n
e
30
3
-
4
6
3
-
6
6
6
5
f
a
x
ww
w
.
w
h
i
t
e
l
i
g
h
t
i
n
g
d
e
s
i
g
n
.
c
o
m
DD
e
s
t
.
Ju
n
e
2
6
,
'
1
2
Fi
n
a
l
D
R
B
7.
2
3
.
1
2
8.
2
7
.
1
2
8.
3
1
.
1
2
10
.
1
7
.
1
2
11
.
6
.
2
0
1
2
Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 10:09 am, Nov 30, 2012 Reviewed for Code Compliance Code: 2009 International Residential Code (IRC) By Martin Haeberle at 10:09 am, Nov 30, 2012
9/10/12 Marshall Residence Page 1 of 1
PO BOX 8610 • AVON, CO 81620 • Telephone 970-845-7910
Fax 970-845-7522 • E-mail drader@raderengineering.com
9/10/12
Ryan Wolffe
Douglas Miller DeChant Architects
Shepherd Resources, Inc/AIA
P.O. Box 1624
Avon, CO 81620
RE: Marshall Residence
193 Beaver Dam Road
Vail, CO
IECC Compliance
REI Job No. 12042.00
Ryan,
Per the Town of Vail guidelines for building permits, energy code compliance for this “addition” project
can be per the 2009 IECC table (i.e. the prescriptive method), and a ResCheck calculation is not
required. Thus, for addition and remodel areas affecting the building’s thermal envelope, the Contractor
must comply with Table 402.1.1 of the 2009 IECC, using Climate Zone 6 for Eagle County. A brief
summary of the minimum performance requirements is listed below:
o Walls: (R-20 cavity) or (R-13 cavity plus R-5 continuous)
o Roofs: R-49
o Floors: R-30
o Fenestration: 0.35 U-value
o Skylight: 0.60 U-value
Please review and call with any questions.
Sincerely,
Bryan J. Houle, P.E.
9/10/12
Existing ResidenceRemove all treesfrom area on topof Garage
Dw
a
r
f
e
v
e
r
g
r
e
e
n
t
o
b
e
re
l
o
c
a
t
e
d
o
n
s
i
t
e
d
u
e
t
o
si
t
e
w
o
r
k
i
n
t
h
i
s
a
r
e
a
.
1
2 3 45 6 7 8 910
11
12
13
14
1516
17
18
19
20
21
22
23
24
25
2627
28
29
30
3132
33
35
36
37
38
39
40
41
42
43
4445
46
47
4849
50 5152
58
57
74
56
55
54
77
78
676968 76
70
71
72
66
65
63 62
61
75
65
53
60
79
Th
e
M
a
r
s
h
a
l
l
T
r
e
e
I
n
v
e
n
t
o
r
y
Tr
e
e
#
Sp
e
c
i
e
s
Di
a
m
e
t
e
r
Cr
o
w
n
R
.
Co
n
d
i
t
i
o
n
No
t
e
1
pi
p
u
13
11
3,
4
s
w
e
l
l
,
c
r
o
o
k
,
4
,
4
,
3
Sc
a
l
e
,
s
o
i
l
c
o
m
p
a
c
t
i
o
n
,
ne
e
d
l
e
s
s
f
r
o
m
s
c
a
l
e
b
r
a
n
c
h
e
s
en
c
r
o
a
c
h
i
n
g
o
n
d
r
i
v
e
w
a
y
2
pi
p
u
22
13
'
4,
4
,
4
4
,
3
3
pi
p
u
12
13
'
3,
4
,
3
,
3
,
3
Cl
u
m
p
o
f
3
r
o
o
t
c
o
l
l
a
r
f
l
a
t
o
n
ea
s
t
s
i
d
e
b
r
a
n
c
h
e
s
en
c
r
o
a
c
h
i
n
g
o
n
b
u
i
l
d
i
n
g
4
pi
p
u
12
13
'
sa
m
e
sa
m
e
5
pi
p
u
13
13
'
sa
m
e
Co
l
l
a
r
f
l
a
t
o
n
n
o
r
t
h
s
i
d
e
6
pi
p
u
20
11
'
4,
4
,
4
,
3
,
3
br
a
n
c
h
e
s
g
r
o
w
i
n
g
i
n
t
o
bu
i
l
d
i
n
g
,
6
.
5
'
f
r
o
m
h
o
u
s
e
wa
l
l
7
pi
p
u
20
13
'
4,
4
,
4
,
4
,
3
8
pi
p
u
20
12
'
4,
4
,
4
,
3
,
3
Cr
o
o
k
a
t
2
0
'
9
pi
p
u
26
16
'
4,
4
,
4
,
3
,
3
Fl
a
t
o
n
s
o
u
t
h
s
i
d
e
,
p
o
s
s
i
b
l
e
ol
d
w
o
u
n
d
o
n
s
o
u
t
h
s
i
d
e
10
pi
p
u
13
11
'
4,
4
,
4
,
3
,
3
So
m
e
t
r
u
n
k
s
w
e
l
l
,
b
a
c
k
f
i
l
l
o
n
th
e
u
p
h
i
l
l
s
i
d
e
11
pi
p
u
13
9'
4,
3
,
4
,
4
,
3
Ba
r
k
s
a
p
i
n
c
l
u
d
e
d
a
t
t
h
e
f
o
r
k
fr
o
m
a
w
o
u
n
d
a
n
d
p
o
s
s
i
b
l
e
be
e
t
l
e
a
c
t
i
v
i
t
y
12
pi
p
u
13
9'
4,
3
,
4
,
3
,
3
Ba
r
k
i
n
c
l
u
d
e
d
f
o
r
k
13
ab
l
a
13
9'
3,
3
,
4
,
4
,
4
Si
g
n
i
f
i
c
a
n
t
t
r
u
n
k
a
n
d
r
o
o
t
da
m
a
g
e
o
n
t
h
e
s
o
u
t
h
s
i
d
e
,
he
a
l
i
n
g
s
l
o
w
l
y
14
ab
l
a
11
9'
4,
4
,
4
,
4
,
4
15
ab
l
a
10
8'
3,
4
,
4
,
4
,
5
Gi
r
d
l
i
n
g
o
f
t
h
e
r
o
o
t
s
o
n
t
h
e
so
u
t
h
w
e
s
t
s
i
d
e
16
pi
p
u
13
10
'
4,
4
,
4
,
3
,
3
He
a
v
y
s
c
a
l
e
17
pi
p
u
19
12
'
4,
4
,
5
,
4
,
4
Go
o
d
f
l
a
r
e
b
u
t
s
h
o
u
l
d
b
e
re
m
o
v
e
d
,
g
i
r
d
l
i
n
g
r
o
o
t
,
18
pi
p
u
15
11
'
3,
4
,
3
,
3
,
3
Ve
r
t
i
c
a
l
c
r
a
c
k
i
n
c
r
o
t
c
h
w
i
t
h
tr
e
e
#
1
9
19
pi
p
u
18
10
'
3,
3
,
3
,
3
,
3
20
pi
p
u
20
16
'
4,
3
,
4
,
3
,
3
Gi
r
d
l
i
n
g
r
o
o
t
,
f
l
a
t
b
a
s
e
,
2
0
%
le
a
n
,
c
a
m
b
i
a
l
d
a
m
a
g
e
a
t
6
'
21
pi
p
u
13
7'
4,
3
,
3
,
3
,
3
Ab
u
n
d
a
c
e
o
f
d
e
a
d
b
r
a
n
c
h
e
s
an
d
b
a
r
k
i
n
c
l
u
d
e
d
a
t
h
e
f
o
r
k
at
3
'
22
pi
p
u
11
5'
4,
4
,
3
,
3
,
3
23
pi
p
u
12
8'
3,
4
,
3
,
3
,
3
Lu
m
p
e
d
w
i
t
h
n
e
x
t
t
w
o
t
r
e
e
s
,
cr
o
t
c
h
2
'
f
r
o
m
s
o
i
l
a
t
b
a
s
e
24
pi
p
u
23
12
'
4,
4
,
4
,
4
,
4
25
pi
p
u
8
4'
2,
2
,
2
,
2
,
2
Cl
u
m
p
e
d
w
i
t
h
t
h
e
t
w
o
t
r
e
e
s
,
ab
o
v
e
26
pi
p
u
12
9'
4,
4
,
4
,
3
,
3
Da
m
a
g
e
d
2
0
u
p
b
u
t
h
e
a
l
i
n
g
.
Fo
r
k
e
d
@
3
'
w
i
t
h
t
r
e
e
#
2
7
27
pi
p
u
12
8'
4,
4
,
4
,
4
,
4
De
a
d
o
n
o
n
e
s
i
d
e
a
n
d
gi
r
d
l
i
n
g
r
o
o
t
,
p
r
u
n
e
r
o
o
t
28
pi
p
u
9
4'
4,
4
,
4
,
4
,
4
29
pi
p
u
14
8'
4,
4
,
4
,
4
,
4
Ol
d
w
o
u
n
d
a
t
4
'
,
s
i
g
n
i
f
i
c
a
n
t
tr
u
n
k
s
w
e
l
l
30
pi
c
o
8
4'
4,
4
,
4
,
4
,
4
Ba
c
k
f
i
l
l
o
n
w
e
s
t
s
i
d
e
31
pi
p
u
12
8'
3,
3
,
3
,
3
,
3
Ba
r
k
i
n
c
l
u
d
e
d
f
o
r
k
a
n
d
l
e
a
n
32
pi
p
u
12
8'
3,
3
,
4
,
4
,
4
Ba
r
k
i
n
c
l
u
d
e
d
,
f
o
r
k
a
n
d
l
e
a
n
33
pi
e
n
12
6'
4,
4
,
4
,
4
,
4
Fl
a
t
r
o
o
t
c
o
l
l
a
r
o
n
w
e
s
t
s
i
d
e
34
NA
35
ab
l
a
8
9'
4,
3
,
4
,
4
,
4
Fo
r
k
,
b
o
l
e
w
o
u
n
d
36
pi
c
o
6
3'
4,
3
,
3
,
3
,
3
37
pi
p
u
12
6'
4,
4
,
4
,
3
,
2
38
pi
c
o
7
4'
4,
3
,
3
,
3
,
3
39
pi
e
n
15
10
'
4,
4
,
4
,
4
,
4
40
pi
c
o
13
10
'
4,
4
,
4
,
4
,
4
41
pi
e
n
6
4'
3,
4
,
4
,
3
,
3
Sc
a
l
e
42
pi
e
n
7
5'
4,
4
,
4
,
4
,
4
43
pi
e
n
7
5'
4,
4
,
4
,
4
,
4
44
pi
e
n
7
6'
4,
4
,
4
,
4
,
4
45
pi
e
n
8
5'
4,
4
,
4
,
4
,
4
46
pi
e
n
27
13
'
4,
4
,
4
,
4
,
4
Li
g
h
t
b
a
c
k
f
i
l
l
o
n
u
p
h
i
l
l
s
i
d
e
47
pi
e
n
7
7'
4,
3
,
3
,
3
,
3
Fo
r
k
e
d
w
i
t
h
4
8
,
4
9
,
b
r
a
n
c
h
e
d
on
1
s
i
d
e
48
pi
e
n
11
8'
4,
3
,
3
,
4
,
3
Fo
r
k
e
d
w
i
t
h
4
7
,
4
9
,
b
r
a
n
c
h
e
s
on
1
s
i
d
e
49
pi
e
n
14
9'
4,
3
,
2
,
2
,
2
Fo
r
k
e
d
w
i
t
h
4
8
,
4
7
,
b
r
a
n
c
h
e
s
on
1
s
i
d
e
,
b
o
t
t
o
m
d
e
a
d
50
pi
e
n
27
11
'
4,
4
,
4
,
3
,
3
Sc
a
l
e
51
pi
e
n
14
8'
4,
3
,
4
,
4
,
3
Fo
r
k
e
d
w
i
t
h
5
2
,
s
c
a
l
e
52
pi
e
n
13
8'
4,
3
,
4
,
4
,
3
Fo
r
k
e
d
w
i
t
h
5
2
,
s
c
a
l
e
53
po
t
r
7
8'
4,
2
,
4
,
4
,
4
Ap
h
i
d
54
po
t
r
5
3'
4,
4
,
4
,
4
,
4
Ap
h
i
d
,
g
r
o
w
i
n
g
i
n
t
o
r
o
o
f
55
po
t
r
5
3'
4,
4
,
4
,
4
,
4
Ap
h
i
d
,
g
r
o
w
i
n
g
i
n
t
o
h
o
u
s
e
56
ma
l
u
s
6
9'
4,
4
,
4
,
3
,
4
,
4
Sp
r
o
u
t
s
,
b
r
o
k
e
n
b
r
a
n
c
h
e
s
,
sa
p
s
u
c
k
e
r
57
pr
v
a
4
4'
4,
4
,
3
,
3
,
3
Th
i
n
f
o
l
i
a
g
e
,
w
e
a
k
s
t
r
u
c
t
u
r
e
58
ma
l
u
s
5
4'
4,
4
,
3
,
3
,
4
Th
i
n
f
o
l
i
a
g
e
,
w
e
a
k
s
t
r
u
c
t
u
r
e
59
po
t
r
3s
t
/
7
8'
4,
4
,
4
,
4
,
4
Ap
h
i
d
60
po
p
u
2
3'
4,
4
,
4
,
4
,
4
Ap
h
i
d
61
pi
p
u
2
3'
4,
3
,
4
,
4
,
4
Fo
r
k
,
s
c
a
l
e
62
po
p
u
2
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
63
pi
m
u
1
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
64
po
p
u
2
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
65
pi
m
u
2
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
66
pi
a
r
4
4'
4,
4
,
3
,
4
,
4
Fo
r
k
67
po
t
r
2s
/
8
6'
4,
4
,
4
,
4
,
4
Ap
h
i
d
68
po
t
r
5
4'
4,
4
,
4
,
4
,
4
Na
r
r
o
w
c
r
o
w
n
,
a
p
h
i
d
69
po
t
r
7
6'
4,
4
,
4
,
4
,
4
Ap
h
i
d
70
po
t
r
3s
/
5
10
'
4,
4
,
4
,
4
,
4
Ap
h
i
d
71
po
t
r
2s
/
5
6'
4,
4
,
4
,
4
,
4
Ap
h
i
d
72
pi
m
u
1
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
74
ma
l
u
s
5
6'
4,
4
,
3
,
4
,
4
Sp
r
o
u
t
s
,
b
r
o
k
e
n
b
r
a
n
c
h
,
s
a
p
su
c
k
e
r
75
pr
v
a
4
4'
4,
3
,
3
,
3
,
3
Sa
p
s
u
c
k
e
r
,
p
r
u
n
e
m
a
i
n
le
a
d
e
r
s
p
r
o
u
t
,
o
v
e
r
t
o
p
p
e
d
76
pi
m
u
1
5'
4,
4
,
4
,
4
,
4
Sc
a
l
e
77
la
r
c
h
2
3'
3,
3
,
4
,
4
,
4
78
pi
p
u
2
2'
4,
3
,
4
,
4
,
4
Fo
r
k
79
pi
p
u
4"
3'
4,
4
,
4
,
3
,
3
Re
c
o
m
m
e
n
d
a
t
i
o
n
s
1.
Tr
e
e
t
o
b
e
r
e
m
o
v
e
d
d
u
e
t
o
t
h
e
s
u
b
s
t
a
n
t
i
a
l
ex
t
e
r
i
o
r
w
o
r
k
t
o
b
e
p
e
r
f
o
r
m
e
d
.
2.
Tr
e
e
t
o
r
e
m
a
i
n
3.
Tr
e
e
t
o
r
e
m
a
i
n
4.
Tr
e
e
t
o
r
e
m
a
i
n
5.
Tr
e
e
t
o
r
e
m
a
i
n
6.
Tr
e
e
t
o
r
e
m
a
i
n
7.
Tr
e
e
t
o
r
e
m
a
i
n
,
l
i
m
b
b
o
t
t
o
m
b
r
a
n
c
h
e
s
8.
Tr
e
e
t
o
r
e
m
a
i
n
,
l
i
m
b
b
r
a
n
c
h
e
s
o
n
c
r
e
e
k
s
i
d
e
t
o
op
e
n
v
i
e
w
s
t
o
t
h
e
w
e
s
t
9.
Tr
e
e
t
o
r
e
m
a
i
n
10
.
Tr
e
e
t
o
r
e
m
a
i
n
11
.
Tr
e
e
t
o
r
e
m
a
i
n
a
n
d
u
n
d
i
s
t
r
u
b
e
d
12
.
Tr
e
e
t
o
b
e
r
e
m
o
v
e
d
13
.
Tr
e
e
t
o
b
e
r
e
m
o
v
e
d
14
.
Tr
e
e
t
o
b
e
r
e
m
o
v
e
d
15
.
Tr
e
e
t
o
r
e
m
a
i
n
16
.
Tr
e
e
t
o
r
e
m
a
i
n
1
7
-
1
9
Tr
e
e
s
t
o
r
e
m
a
i
n
a
n
d
u
n
d
i
s
t
r
u
b
e
d
2
0
-
2
2
.
Tr
e
e
s
t
o
b
e
l
i
m
b
e
d
t
o
7
'
h
e
a
d
h
e
i
g
h
t
2
3
-
4
6
Tr
e
e
s
t
o
r
e
m
a
i
n
4
7
-
4
9
Tr
e
e
t
o
r
e
m
a
i
n
5
0
-
5
3
Tr
e
e
s
t
o
r
e
m
a
i
n
5
4
-
5
9
Tr
e
e
s
t
o
b
e
r
e
m
o
v
e
d
60
.
Tr
e
e
t
o
r
e
m
a
i
n
61
.
Tr
e
e
t
o
b
e
r
e
l
o
c
a
t
e
d
o
n
s
i
t
e
62
.
Tr
e
e
t
o
b
e
r
e
l
o
c
a
t
e
d
o
n
s
i
t
e
6
3
-
7
6
Tr
e
e
s
t
o
r
e
m
a
i
n
77
.
Tr
e
e
t
o
b
e
r
e
l
o
c
a
t
e
d
o
n
s
i
t
e
7
8
.
Tr
e
e
t
o
r
e
m
a
i
n
79
.
Tr
e
e
t
o
b
e
r
e
m
o
v
e
d
In
v
e
n
t
o
r
y
K
e
y
Th
e
t
r
e
e
s
y
m
b
o
l
i
s
a
f
o
u
r
-
l
e
t
t
e
r
r
e
p
r
e
s
e
n
t
a
t
i
o
n
o
f
th
e
t
r
e
e
t
y
p
e
w
i
t
h
t
h
e
f
i
r
s
t
t
w
o
l
e
t
t
e
r
s
r
e
p
r
e
s
e
n
t
i
n
g
th
e
f
i
r
s
t
t
w
o
l
e
t
t
e
r
o
f
i
t
s
g
e
n
u
s
;
t
h
e
s
e
c
o
n
d
t
w
o
le
t
t
e
r
s
r
e
p
r
e
s
e
n
t
i
t
s
s
p
e
c
i
e
s
.
E
x
a
m
p
l
e
:
p
i
c
o
i
s
P
i
n
u
s
co
n
t
o
r
t
a
,
o
r
L
o
d
g
e
p
o
l
e
P
i
n
e
.
T
h
e
f
i
v
e
-
n
u
m
b
e
r
ra
t
i
n
g
s
y
s
t
e
m
i
s
b
a
s
e
d
o
n
t
h
e
C
o
l
o
r
a
d
o
T
r
e
e
Co
a
l
i
t
i
o
n
'
s
r
a
t
i
n
g
s
y
s
t
e
m
w
i
t
h
0
b
e
i
n
g
t
h
e
w
o
r
s
t
qu
a
l
i
t
y
a
n
d
5
b
e
i
n
g
t
h
e
h
i
g
h
e
s
t
.
T
h
e
f
i
v
e
ca
t
e
g
o
r
i
e
s
a
r
e
,
i
n
o
r
d
e
r
:
r
o
o
t
s
,
t
r
u
n
k
,
m
a
i
n
br
a
n
c
h
e
s
,
t
w
i
g
s
a
n
d
s
m
a
l
l
b
r
a
n
c
h
e
s
,
a
n
d
f
o
l
i
a
g
e
.
P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
Co
p
y
r
i
g
h
t
Fi
e
l
d
s
c
a
p
e
I
n
c
o
r
p
o
r
a
t
e
d
Al
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
Th
i
s
d
o
c
u
m
e
n
t
,
a
n
d
t
h
e
i
d
e
a
s
a
n
d
de
s
i
g
n
s
i
n
c
o
r
p
o
r
a
t
e
d
h
e
r
e
i
n
,
a
s
a
n
in
s
t
r
u
m
e
n
t
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
,
is
t
h
e
p
r
o
p
e
r
t
y
o
f
F
i
e
l
d
s
c
a
p
e
In
c
o
r
p
o
r
a
t
e
d
a
n
d
i
s
n
o
t
t
o
b
e
u
s
e
d
,
in
w
h
o
l
e
o
r
i
n
p
a
r
t
,
f
o
r
a
n
y
o
t
h
e
r
pr
o
j
e
c
t
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
R
i
c
F
i
e
l
d
s
.
c
Jo
b
N
o
.
1
1
1
8
.
0
0
Is
s
u
e
Da
t
e
Sh
e
e
t
:
Of
:
s
i
x
L2
Tree Survey
Marshall Residence Remodel
193 Beaver Dam Road
DD
e
s
t
.
Ju
n
e
2
6
,
'
1
2
Tree Survey Scale: 1"=10'-0"North
Fi
n
a
l
D
R
B
Ju
l
y
2
3
,
'
1
2
Fi
n
a
l
D
R
B
Au
g
.
2
9
,
'
1
2
DR
B
R
e
v
.
Oc
t
.
3
,
'
1
2
Ow
n
e
r
Oc
t
.
1
0
,
'
1
2
Pe
r
m
i
t
Co
r
r
e
c
t
i
o
n
s
No
v
.
2
,
'
1
2
By
Da
v
i
d
Rh
o
a
d
e
s
at
1:
2
8
pm
,
No
v
28
,
20
1
2
Reviewed for Code Compliance Code: 2009 International Residen
t
i
a
l
C
o
d
e
(
I
R
C
)
By Martin Haeberle at 1:16 pm, No
v
30
,
20
1
2
Ex
i
s
t
i
n
g
Re
s
i
d
e
n
c
e
Fo
y
e
r
Be
d
r
o
o
m
#
1
(b
e
l
o
w
)
FF
E
5
7
.
1
'
FF
E
5
5
.
4
'
FF
E
8
1
6
6
.
4
'
Be
d
r
o
o
m
#
2
(b
e
l
o
w
)
Be
d
r
o
o
m
#
3
(b
e
l
o
w
)
FF
E
4
4
.
9
1
'
Be
d
r
o
o
m
#
4
FF
E
4
4
'
-
9
"
(4
4
.
7
5
'
)
Lo
t
3
9
Lo
t
3
7
Co
n
c
r
e
t
e
W
a
l
k
G
o
r
e
C
r
e
e
k
Ba
t
h
#
3
(b
e
l
o
w
)
Ut
i
l
i
t
y
Ro
o
m
Mu
d
Ro
o
m
10
0
-
Y
e
a
r
Fl
o
o
d
P
l
a
i
n
To
p
B
a
n
k
o
f
St
r
e
a
m
50
-
F
o
o
t
S
t
r
e
a
m
Se
t
b
a
c
k
15' Building Setback
15' Building Setback
20
'
B
u
i
l
d
i
n
g
S
e
t
b
a
c
k
Property Line
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Pr
o
p
e
r
t
y
L
i
n
e
39
.
0
'
4
0
44
H.
P
.
4
8
.
5
'
46
5
8
62
15
'
B
u
i
l
d
i
n
g
S
e
t
b
a
c
k
10
'
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Septic Lift
S
t
a
t
i
o
n
a
n
d
E
l
e
c
t
r
i
c
a
l
P
a
n
e
l
t
o
b
e
painted
g
r
e
e
n
t
o
b
l
e
n
d
w
i
t
h
s
u
r
r
o
u
n
d
i
n
g
environmen
t
.
C
o
l
o
r
t
o
b
e
d
e
t
e
r
m
i
n
e
d
.
T
o
w
n
of
V
a
i
l
a
p
p
r
o
v
a
l
r
e
q
u
i
r
e
d
.
Ab
a
n
d
o
n
e
x
i
s
t
i
n
g
h
e
a
t
t
u
b
i
n
g
,
a
d
d
n
e
w
s
t
o
n
e
o
n
ne
w
s
n
o
w
m
e
l
t
h
e
a
t
t
u
b
i
n
g
o
n
n
e
w
g
r
o
u
t
o
n
ex
i
s
t
i
n
g
c
o
n
c
r
e
t
e
s
t
e
p
s
.
(s
e
e
d
e
t
a
i
l
5
0
4
)
43
.
8
'
4%
39
.
0
'
4
4
Ex
i
s
t
i
n
g
b
o
u
l
d
e
r
w
a
l
l
s
t
o
r
e
m
a
i
n
e
x
c
e
p
t
t
h
a
t
po
r
t
i
o
n
r
e
q
u
i
r
e
d
f
o
r
r
e
m
o
v
a
l
t
o
a
c
c
o
m
m
o
d
a
t
e
th
e
d
r
a
i
n
a
g
e
c
u
l
v
e
r
t
b
e
l
o
w
t
h
e
d
r
i
v
e
48
Lo
w
e
r
t
h
e
g
r
a
d
e
a
l
o
n
g
t
h
e
d
r
i
v
e
t
o
c
r
e
a
t
e
a
dr
a
i
n
a
g
e
s
w
a
l
e
i
n
t
h
e
d
r
y
c
r
e
e
k
(
a
p
p
r
o
x
.
1
8
"
)
Mo
d
i
f
y
t
h
e
e
x
i
s
t
i
n
g
b
o
u
l
d
e
r
r
e
t
a
i
n
i
n
g
t
o
ac
c
o
m
m
o
d
a
t
e
a
d
r
y
c
r
e
e
k
a
l
o
n
g
t
h
e
e
x
i
s
t
i
n
g
co
n
c
r
e
t
e
s
t
e
p
s
.
R
e
m
o
v
e
/
r
e
p
l
a
c
e
e
x
i
s
t
i
n
g
v
e
g
e
t
a
t
i
o
n
as
r
e
q
u
i
r
e
d
.
6
6
Courtyard Retainin
g
W
a
l
l
S
e
c
t
i
o
n
4
4
41
.
0
'
44
.
0
'
Ho
t
T
u
b
D
e
t
a
i
l
s
L6
Va
r
i
e
s
Fi
r
e
P
i
t
A
r
e
a
D
e
t
a
i
l
s
L5
50
8
Br
i
d
g
e
S
e
c
t
i
o
n
12"=
1
'
-
0
"
50
1
50
2
50
3
60
1
60
2
60
3
60
4
Bo
u
l
d
e
r
r
e
t
a
i
n
i
n
g
w
a
l
l
s
h
a
l
l
b
e
n
o
cl
o
s
e
r
t
h
a
n
2
'
t
o
t
h
e
n
o
r
t
h
p
r
o
p
e
r
t
y
l
i
n
e
44
.
3
'
43
.
3
'
43
.
0
37
.
0
'
2.8
%
44
'
-
7
"
(4
4
.
5
8
'
)
3%
2%
2%
2%
In
f
o
r
m
a
l
s
t
o
n
e
w
a
l
k
o
n
s
a
n
d
t
o
p
r
o
v
i
d
e
ac
c
e
s
s
f
r
o
m
t
h
e
A
u
t
o
C
o
u
r
t
t
o
B
e
d
r
o
o
m
#
4
.
(s
e
e
d
e
t
a
i
l
5
0
5
)
44
.
5
'
FF
E
4
4
'
-
8
3
/
4
"
(4
4
.
7
2
'
)
2%
43
.
4
'
44
.
4
'
FF
E
4
4
'
-
9
"
(4
4
.
7
5
'
)
FF
E
4
4
'
-
9
"
(4
4
.
7
5
'
)
FF
E
4
4
'
-
8
3
/
4
"
(4
4
.
7
2
'
)
FF
E
4
4
'
-
8
3
/
4
"
(4
4
.
7
2
'
)
44
.
5
'
4%
44
.
2
'
43
.
7
'
Br
i
d
g
e
FF
E
4
4
'
-
9
"
(4
4
.
7
5
'
)
44
.
5
'
43
.
0
'
44
.
5
'
44
42
.
0
'
43
.
5
'
42
.
3
'
Ga
r
a
g
e
R
o
o
f
Ga
r
a
g
e
509
L5
Proposed SpotElevation12.5'Site La
y
o
u
t
a
n
d
G
r
a
d
i
n
g
P
l
a
n
Scale: 1"=10'-0"North
P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
Co
p
y
r
i
g
h
t
Fie
l
d
s
c
a
p
e
I
n
c
o
r
p
o
r
a
t
e
d
Al
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
Th
i
s
d
o
c
u
m
e
n
t
,
a
n
d
t
h
e
i
d
e
a
s
a
n
d
de
s
i
g
n
s
i
n
c
o
r
p
o
r
a
t
e
d
h
e
r
e
i
n
,
a
s
a
n
in
s
t
r
u
m
e
n
t
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
,
is
t
h
e
p
r
o
p
e
r
t
y
o
f
F
i
e
l
d
s
c
a
p
e
In
c
o
r
p
o
r
a
t
e
d
a
n
d
i
s
n
o
t
t
o
b
e
u
s
e
d
,
in
w
h
o
l
e
o
r
i
n
p
a
r
t
,
f
o
r
a
n
y
o
t
h
e
r
pr
o
j
e
c
t
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
R
i
c
F
i
e
l
d
s
.
c
Jo
b
N
o
.
1
1
1
8
.
0
0
Is
s
u
e
Da
t
e
Sh
e
e
t
:
Of
:
s
i
x
L3
Site Layout and Grading Construction Set
Marshall Residence Remodel
193 Beaver Dam Road
DD
e
s
t
.
Ju
n
e
2
6
,
'
1
2
Fi
n
a
l
D
R
B
Ju
l
y
2
3
,
'
1
2
Fi
n
a
l
D
R
B
Re
v
i
s
i
o
n
Au
g
.
2
4
,
'
1
2
Fi
n
a
l
D
R
B
Re
v
i
s
i
o
n
Au
g
.
2
9
,
'
1
2
Ow
n
e
r
Oc
t
.
1
0
,
'
1
2
Co
n
s
t
r
u
c
t
i
o
n
Se
t
Oc
t
.
1
8
,
'
1
2
Pe
r
m
i
t
Co
r
r
e
c
t
i
o
n
s
No
v
.
2
,
'
1
2
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
1:
1
6
pm
,
No
v
30
,
20
1
2
Ex
i
s
t
i
n
g
Re
s
i
d
e
n
c
e
Fo
y
e
r
Be
d
r
o
o
m
#
1
(b
e
l
o
w
)
Be
d
r
o
o
m
#
2
(b
e
l
o
w
)
Be
d
r
o
o
m
#
3
(b
e
l
o
w
)
Be
d
r
o
o
m
#
4
Lo
t
3
9
Lo
t
3
7
Co
n
c
r
e
t
e
W
a
l
k
G
o
r
e
C
r
e
e
k
Ba
t
h
#
3
(b
e
l
o
w
)
Ut
i
l
i
t
y
Ro
o
m
Mu
d
Ro
o
m
10
0
-
Y
e
a
r
Fl
o
o
d
P
l
a
i
n
To
p
B
a
n
k
o
f
St
r
e
a
m
50
-
F
o
o
t
S
t
r
e
a
m
Se
t
b
a
c
k
15' Building Setbac
k
15' Building Setback
20
'
B
u
i
l
d
i
n
g
S
e
t
b
a
c
k
Property Line
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Pr
o
p
e
r
t
y
L
i
n
e
15
'
B
u
i
l
d
i
n
g
S
e
t
b
a
c
k
10
'
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Sele
c
t
i
v
e
l
y
r
e
m
o
v
e
e
x
i
s
t
i
n
g
t
r
e
e
s
will
o
p
e
n
v
i
e
w
s
t
o
t
h
e
C
r
e
e
k
fro
m
o
u
t
s
i
d
e
l
i
v
i
n
g
s
p
a
c
e
s
BR
D
SB
SB
SB
G
G
GG
G
DA
In
v
e
n
t
o
r
y
t
h
e
t
y
p
e
a
n
d
r
a
t
e
o
f
n
a
t
i
v
e
gr
a
s
s
e
s
i
n
t
h
i
s
a
r
e
a
a
n
d
r
e
v
e
g
e
t
a
t
e
w
i
t
h
gr
a
s
s
e
s
t
o
m
a
t
c
h
w
i
t
h
a
c
o
n
c
e
n
t
r
a
t
i
o
n
o
f
wi
l
d
f
l
o
w
e
r
s
St
o
n
e
P
a
t
i
o
St
o
n
e
P
a
t
i
o
St
o
n
e
W
a
l
k
G
GG
G
G
G
G
G
G
GG
G
BR
D
GC
CL
CL
CL
CL
DA
DA
DA
St
o
n
e
Pa
t
i
o
DA
RL
C
RL
C
RL
C
DK
L
DK
L
DK
L
BU
F
RL
C
RL
C
RL
C
Br
i
d
g
e
Re
m
o
v
e
/
r
e
l
o
c
a
t
e
v
o
l
u
n
t
e
e
r
t
r
e
e
s
o
n
to
p
o
f
t
h
e
G
a
r
a
g
e
;
l
e
a
v
e
s
h
r
u
b
s
.
Ga
r
a
g
e
R
o
o
f
Ga
r
a
g
e
Re
l
o
c
a
t
e
d
L
a
r
c
h
(
t
r
e
e
#7
7
)
f
r
o
m
t
h
e
n
o
r
t
h
si
d
e
o
f
t
h
e
d
r
i
v
e
w
a
y
FE
R
FE
R
FE
R
FE
R
FE
R
4"
3"
2
12"
CH
GC
GC
GC
GC
DA DA
GC
GC
GC
GC
GC
FE
R
FE
R
FE
R
FE
R
FE
R
Re
l
o
c
a
t
e
d
Sp
r
u
c
e
(
t
r
e
e
#
6
1
)
Sp
r
u
c
e
T
r
e
e
(#
6
2
)
t
o
r
e
m
a
i
n
Native Grass Mix to Match Existing Grasses Wildflower Seed Mix
4,
0
0
0
Al
l
D
i
s
t
u
r
b
e
d
A
r
e
a
s
Sq
.
F
t
.
Mixed Perennials SBMountain Snowberry Quaking AspenRedtwig Dogwood Mugo Pine
50
0 3 2 2
Pinus mugo
1
G
a
l
.
,
1
8
"
o
.
c
.
#2
5
#1
0
Sod
35
0
Sq
.
F
t
.
Maiden Grass
17
G
S h r u b sG r o u n d c o v e r s a n d
4
3"
C
a
l
.
7
Dwarf Arctic WillowDA Quaking Aspen
1
2-
3
"
C
a
l
.
M
u
l
t
i
(5
t
r
u
n
k
s
m
i
n
.
)
Mixed Groundcovers
32
0
Sq
.
F
t
.
Common Lilac
4
Syringa vulgar
i
s
Plant Sched
u
l
e
CommonNameScientificName
Co
u
n
t
Si
z
e
SymbolPopulustremuloidesPopulustremuloidesSalix purpureanana
#5#5
Symphoricarpo
s
oreophilus BRDCornus stoloni
f
e
r
a
'Baileyi'
4-
6
'
B
&
B
Red Lake Currant
6
#5
Ribes rubrum 'Red Lake'RLC
1
#5
Ribes aureumGolden/YellowFlowering Currant GCCLMiscanthus sininsi
s
'Gracillimus'
1
G
a
l
.
Purple Clematis
3
Clematis lingu
s
t
i
f
o
l
i
a
1
G
a
l
.
T r e e s
P e r e n n i a l s
Dwarf Korean Lilac
3
DKLSyringa meyeri'Palibin'
#5
Buffalo Juniper
1
BUFJuniperus sabin
a
'Buffalo'
#5
FERMale Fern
12
Dryopteris filix-ma
s
1
G
a
l
.
Native ChokecherryCHPrunus virginia
n
a
melanocarpa
10
#5
Ribes aureumGolden/YellowFlowering CurrantGC
1
#1
0
General Notes and Specifications1. Location of all trees shall be staked by the Contractor and approved by the Landscape Architectprior to final installation.2. Exact placement and shape of planting beds shall be reviewed by the Landscape Architect priorto installation of irrigation system.3. All plant materials shall be backfilled with one part peatmoss/compost mixture with two partstopsoil.4. All plants shall be "Colorado Grown", "Colorado Fielded" or "Northern Grown".5. Spruce trees to be nursery grown with leader in tact and undamaged.6. All herbaceous planting beds shall be amended with well rotted manure/compost mixture (onecubic yard compost per 350 s.f. one cubic yard sphagnum peatmoss per 250 s.f.) and tilled intorock-free topsoil to a minimum depth of 6".7. All herbaceous beds shall be top dressed with 1" extra fine shredded hardwood bark mulch.8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardwood bark mulch.9. All plant beds shall receive Mira-Fi filter fabric or equal weed barrier.10. Place a variety (species and bloom) of perennials and ground covers in masses (min. 6 plants)where designated on Plan. Plant masses of bulbs in perennials beds.11. All deciduous trees 212" cal. and greater shall be staked with 6' steel "T" stakes and guyed with#14 gauge galvanized wire and 112" wide x 18" green nylon tree straps; all trees less than 212" cal.shall be staked by 6' Lodgepole stakes with the same guying and wrapping specifications.12. All deciduous trees shall be provided with a tree well at its base. Wells are to be earthconstructed, having a minimum shallow depth of 4".13. All newly planted trees shall be rootfed at time of installation. Rootfeeding shall consist of aliquid root growth stimulator including vitamin B-2 and al slow release fertilizer composedof14+14+10+2% iron.14. All trees, shrubs, vines and mixed flowers shall receive drip irrigation at a schedule consistentwith their individual needs. All sod areas shall receive spray irrigation with 100% overlap. Alldisturbed areas shall be revegetated with native grasses and wildflower grasses and shall receivetemporary irrigation for a minimum of 2 growing seasons; thereafter decrease water applicationgradually.15. Aspen trees shall be field collected with a minimum of three clear trunks unless otherwisespecified.16. Unless otherwise noted on the drawings or technical specifications, all planting beds shall beseparated from sod and revegetation areas by Bend-A-Board edger.17. One application of di-ammonium phosphate fertilizer, 18-46-0 shall be broadcast prior toseeding at a rate of 7-8 lbs per 1,000 s.f.18. All disturbed areas to be revevetated with native grasses shall be revegetated by sewing thefollowing seed mixture at a rate of 42 lbs. per acre:Seed% mixSheep Fescue20Creeping Red Fescue20Canada Bluegrass20Canby Bluegrass20Rocky Mountain Wildflower Mix2019. All areas to receive wildflower seeding shall be sewn with the following mix of wildflowerseed:Seed% mixSiberian Wallflower15.08Perennial Lupine13.08Sweet Williams Pink12.04Rocky Mountain Penstemmon12.04Perennial Gallardia12.04Blue Flax10.04Dwarf Cornflower6.04Annual Baby's Breath6.04Corn Poppy3.04California Poppy3.00Dame's Rocket3.00Shasta Daisy3.00Giant Columbine1.00White Yarrow.32Aspen Daisy.2420. All seed, sown and fertilized area are to be lightly raked into the soil.21. Mulch all sown areas with 2-3" straw or hay, free of weeds.22. All straw mulched areas area to be tackified with an appropriate organic tackifier at the rate of120 lbs. per acre.23. All finish grades shall provide for natural runoff of water without low spots or pockets. Setflow lines accurately and provide a minimum 2% and a maximum 33% gradient unless otherwisenoted. Contractor shall be responsible for positive drainage throughout the site with accurately setflow lines. No low spots or ponding of water will be accepted in the final work. Positive drainageshall occur away from all improvements.24. "Specimen" plant material shall be flagged at the holding nursery for approval from theLandscape Architect.25. Plant quantities in the Plant Schedule are for information only. Landscape Contractor isresponsible to do their own quantity take-offs for all plant material on the Plans. In case ofdiscrepancy, the Plans take precedence over the Plant Schedule.26. Contractor shall field verify existing grades, utilities and conditions, and notify the Owner ofany discrepancies before starting work or making modifications. Contractor will be required tocomplete the work of this project according to the proposed drawings, details and specifications.If conflicts arise in the field, contact the Owner or Owner's representative for resolution.27. Verify locations and conditions of existing trees and plant materials prior to beginning work.Contractor shall take appropriate measures to protect them and avoid compaction within theirdrip lines. Avoid cutting of roots over 1" in diameter. Damage to existing plant material by theContractor shall result in the Contractor replacing damaged material at his/her cost.28. It shall be the Landscape Contractor's responsibility to conform to all design criteria as notedon the Drawings or the technical specifications. Any discrepancies, deletions, additions oralterations to the Drawings or specifications shall be presented in writing to the project LandcapeArchitect prior to installation.29. The Landscape Contractor shall submit the Company's written document regarding its policyin plant guarantee and replacement to the Owner. Each guarantee shall conform to the minumumstandard of replacing all material, including labor, due to the sickness or death of a plant for theperiod of one year following final acceptance.30. The Landscape Architect will have the sole and exclusive right to accept and reject any plantmaterial brought onto the Site which he/she may find unacceptable.31. The Landscape Architect must have a minimum of 24 hours notice prior to a desired site visit.32. Topsoil Depth: all shrub beds shall receive a minimum of 12" topsoil; sod areas to receive 18"topsoil.33. Watering schedule for sod areas: soak newly-installed sod to field capacity; keep moist for twoweeks, adjusting for the weather conditions; gradually reduce the watering to allow for the rootsto stretch and search for water. Once this is established, use a soil tensionmeter to avoidover-moisture of the soil.34. Erosion control blankets are to be used on steep slopes, generally steeper than 3:1, and slopeswhere erosion hazard is high and in sensitive areas such as steams and wetlands and whereplanting is likely to be slow in providing adequate protective cover. Additionally, it shall be usedon slopes where mulch must be anchored and other methods such as crimping or tackifying areneither feasible nor adequate.a. Mats/ Blankets shall be installed vertically.b. The sloped surface shall be free of rocks, clods of dirt, sticks, and grass. Mats/Blankets shall have a good soil contact.c. Apply permanent seeding before placing the mat.d. Lay the Blankets loosely and stake or staple to maintain direct contact with the soil.Do not stretch.3) Nylon webbing strap
c
o
l
l
a
r
,
h
e
a
v
y
d
u
t
y
.
D
o
n
o
t
t
w
i
s
t
.
Straps should have clea
r
a
n
c
e
f
r
o
m
t
h
e
t
r
u
n
k
s
o
a
s
n
o
t
t
o
have girding effect. Sp
a
c
e
e
v
e
n
l
y
.
P
r
o
v
i
d
e
2
"
c
l
e
a
r
a
n
c
e
minimum between the
t
r
u
n
k
a
n
d
t
h
e
s
t
r
a
p
e
y
e
s
.
Do not cut leader. Prune damaged or d
e
a
d
wood after planting and staking. Keep
s
h
a
p
e
typical of species. Do not prune lower b
r
a
n
c
h
e
s
.
Guy wires: provide 3
e
q
u
i
d
i
s
t
a
n
t
around tree. Keep clea
r
o
f
branches to prevent ru
b
d
a
m
a
g
e
.
Finish Gr
a
d
e
Existing undisturbed subgrade8. Provide tree stakes as described above. Space e
v
e
n
l
y
.
I
f
more than three stakes are required, provide theappropriate number.9. Drive stakes into undisturbed soil, keeping the
t
o
p
s
e
v
e
n
.
10. Provide at least 6" between the root ball and th
e
s
t
a
k
e
.
11
.
B
u
i
l
d
a
w
a
t
e
r
s
a
u
c
e
r
n
o
t
l
e
s
s
t
h
a
n
6
"
t
o
t
h
e
e
d
g
e
o
f
t
h
e
ro
o
t
b
a
l
l
w
i
t
h
c
o
m
p
o
s
t
m
a
t
e
r
i
a
l
.
I
n
s
i
d
e
o
f
S
a
u
c
e
r
s
h
a
l
l
n
o
t
co
v
e
r
t
h
e
r
o
o
t
b
a
l
l
.
12
.
P
r
o
v
i
d
e
4
"
d
e
p
t
h
o
f
b
a
r
k
n
u
g
g
e
t
s
,
2
-
4
"
d
i
a
m
e
t
e
r
f
o
r
a
r
e
a
wi
t
h
i
n
t
h
e
w
a
t
e
r
s
a
u
c
e
r
.
L
e
a
v
e
a
4
"
d
i
a
m
e
t
e
r
v
o
i
d
a
r
o
u
n
d
th
e
b
a
s
e
o
f
t
h
e
t
r
e
e
.
4"
Wa
t
e
r
S
a
u
c
e
r
6"
M
i
n
.
Le
a
v
e
t
h
i
s
a
r
e
a
l
o
w
f
o
r
pl
a
n
t
i
n
g
(s
e
e
P
l
a
n
f
o
r
pr
o
p
o
s
e
d
p
l
a
n
t
i
n
g
a
n
d
s
o
i
l
pr
e
p
a
r
a
t
i
o
n
r
e
q
u
i
r
e
m
e
n
t
s
)
.
Co
m
p
o
s
t
23 Backfill, 13 compost mixture.1. Measure height of the tree ball (Ht.)2. Dig a tree pit twice the root diameter (Width), and shallower than its Ht. depending onthe size of the root ball (X): 60" diameter root balls and larger should be 6-12" above naturalgrade; 2-3" caliper trees should be 2-6" above natural grade.3. Set the root ball on undisturbed soil.4. Remove twine, burlap, and baskets from top 13 of root ball.5. Fill pit with 23 backfill and 13 compost. No rocks larger than baseball size are permitted.Foot pack in 6" lifts.6. Water thoroughly, to the point of saturation, removing all air pockets from backfillmaterial. Utilize a long metal pipe watering wand. Do not fertilize at time of planting.7. Tree shall be planted vertically and maintained throughout construction. Any siteretaining above or below the tree shall be provided as necessary and shall be outside of thedrip line of the tree. Boulder retaining shall match the other site retaining. For steep slopes,refer to Evergreen Tree Planting on Slope Detail.Ht.Width X"
4"
v
o
i
d
a
r
o
u
n
d
ba
s
e
o
f
t
r
e
e
Ex
i
s
t
i
n
g
u
n
d
i
s
t
u
r
b
e
d
s
u
b
g
r
a
d
e
Existing undisturbed subgrade24"Approved tree strap. Do nottwist. Maintain a minimum of 2"clearance between the strap eyesand the trunk.
23 B
a
c
k
f
i
l
l
,
13 c
o
m
p
o
s
t
m
i
x
t
u
r
e
.
1.
M
e
a
s
u
r
e
h
e
i
g
h
t
o
f
t
h
e
t
r
e
e
b
a
l
l
(
H
t
.
)
2.
C
r
e
a
t
e
a
l
e
v
e
l
p
l
a
n
t
i
n
g
a
r
e
a
b
y
r
e
t
a
i
n
i
n
g
o
n
e
i
t
h
e
r
t
h
e
d
o
w
n
h
i
l
l
s
i
d
e
o
f
t
h
e
t
r
e
e
l
o
c
a
t
i
o
n
o
r
th
e
u
p
h
i
l
l
s
i
d
e
(
s
i
t
e
c
o
n
d
i
t
i
o
n
s
m
a
y
r
e
q
u
i
r
e
b
o
t
h
)
.
A
c
c
o
u
n
t
f
o
r
p
l
a
n
t
i
n
g
t
h
e
t
r
e
e
a
b
o
v
e
g
r
a
d
e
(s
e
e
n
o
t
e
#
3
)
.
W
h
e
n
l
a
y
i
n
g
o
u
t
t
h
e
r
e
t
a
i
n
i
n
g
,
a
c
c
o
u
n
t
f
o
r
s
t
a
k
e
l
o
c
a
t
i
o
n
s
b
e
t
w
e
e
n
i
t
a
n
d
t
h
e
ro
o
t
b
a
l
l
(
s
e
e
n
o
t
e
#
1
2
)
3.
D
i
g
a
t
r
e
e
p
i
t
t
w
i
c
e
t
h
e
r
o
o
t
d
i
a
m
e
t
e
r
(
W
i
d
t
h
)
,
a
n
d
s
h
a
l
l
o
w
e
r
t
h
a
n
i
t
s
H
t
.
d
e
p
e
n
d
i
n
g
o
n
th
e
s
i
z
e
o
f
t
h
e
r
o
o
t
b
a
l
l
(
X
)
:
6
0
"
d
i
a
m
e
t
e
r
r
o
o
t
b
a
l
l
s
a
n
d
l
a
r
g
e
r
s
h
o
u
l
d
b
e
6
-
1
2
"
a
b
o
v
e
n
a
t
u
r
a
l
gr
a
d
e
;
2
-
3
"
c
a
l
i
p
e
r
t
r
e
e
s
s
h
o
u
l
d
b
e
2
-
6
"
a
b
o
v
e
n
a
t
u
r
a
l
g
r
a
d
e
.
4.
S
e
t
t
h
e
r
o
o
t
b
a
l
l
o
n
u
n
d
i
s
t
u
r
b
e
d
s
o
i
l
.
5.
R
e
m
o
v
e
t
w
i
n
e
,
b
u
r
l
a
p
,
a
n
d
b
a
s
k
e
t
s
f
r
o
m
t
o
p
13 o
f
r
o
o
t
b
a
l
l
.
6.
F
i
l
l
p
i
t
w
i
t
h
23
b
a
c
k
f
i
l
l
a
n
d
13 c
o
m
p
o
s
t
.
N
o
r
o
c
k
s
l
a
r
g
e
r
t
h
a
n
b
a
s
e
b
a
l
l
s
i
z
e
a
r
e
p
e
r
m
i
t
t
e
d
.
Fo
o
t
p
a
c
k
i
n
6
"
l
i
f
t
s
.
7.
W
a
t
e
r
t
h
o
r
o
u
g
h
l
y
,
t
o
t
h
e
p
o
i
n
t
o
f
s
a
t
u
r
a
t
i
o
n
,
r
e
m
o
v
i
n
g
a
l
l
a
i
r
p
o
c
k
e
t
s
f
r
o
m
b
a
c
k
f
i
l
l
ma
t
e
r
i
a
l
u
t
i
l
i
z
i
n
g
a
l
o
n
g
m
e
t
a
l
p
i
p
e
w
a
t
e
r
i
n
g
w
a
n
d
.
D
o
n
o
t
f
e
r
t
i
l
i
z
e
a
t
t
i
m
e
o
f
p
l
a
n
t
i
n
g
.
8.
T
r
e
e
s
h
a
l
l
b
e
p
l
a
n
t
e
d
v
e
r
t
i
c
a
l
l
y
.
A
n
y
s
i
t
e
r
e
t
a
i
n
i
n
g
a
b
o
v
e
o
r
b
e
l
o
w
t
h
e
t
r
e
e
s
h
a
l
l
b
e
pr
o
v
i
d
e
d
a
s
n
e
c
e
s
s
a
r
y
a
n
d
s
h
a
l
l
b
e
o
u
t
s
i
d
e
o
f
t
h
e
d
r
i
p
l
i
n
e
o
f
t
h
e
t
r
e
e
.
B
o
u
l
d
e
r
r
e
t
a
i
n
i
n
g
sh
a
l
l
m
a
t
c
h
t
h
e
o
t
h
e
r
s
i
t
e
r
e
t
a
i
n
i
n
g
.
F
o
r
s
t
e
e
p
s
l
o
p
e
s
,
r
e
f
e
r
t
o
E
v
e
r
g
r
e
e
n
T
r
e
e
P
l
a
n
t
i
n
g
o
n
Sl
o
p
e
D
e
t
a
i
l
.
Ht.
Wi
d
t
h
X"
Ex
i
s
t
i
n
g
u
n
d
i
s
t
u
r
b
e
d
s
u
b
g
r
a
d
e
Ex
i
s
t
i
n
g
G
r
a
d
e
Le
v
e
l
o
f
B
a
c
k
f
i
l
l
4"
v
o
i
d
a
r
o
u
n
d
ba
s
e
o
f
t
r
e
e
Wa
t
e
r
S
a
u
c
e
r
Co
m
p
o
s
t
Bo
u
l
d
e
r
Re
t
a
i
n
i
n
g
Bo
u
l
d
e
r
Re
t
a
i
n
i
n
g
Bo
u
l
d
e
r
Re
t
a
i
n
i
n
g
4"
6"
M
i
n
.
Ex
i
s
t
i
n
g
u
n
d
i
s
t
u
r
b
e
d
s
u
b
g
r
a
d
e
Ex
i
s
t
i
n
g
u
n
d
i
s
t
u
r
b
e
d
s
u
b
g
r
a
d
e
3)
N
y
l
o
n
w
e
b
b
i
n
g
s
t
r
a
p
c
o
l
l
a
r
,
h
e
a
v
y
d
u
t
y
.
D
o
n
o
t
t
w
i
s
t
.
St
r
a
p
s
s
h
o
u
l
d
h
a
v
e
c
l
e
a
r
a
n
c
e
f
r
o
m
t
h
e
t
r
u
n
k
s
o
a
s
n
o
t
t
o
ha
v
e
g
i
r
d
i
n
g
e
f
f
e
c
t
.
S
p
a
c
e
e
v
e
n
l
y
.
P
r
o
v
i
d
e
2
"
c
l
e
a
r
a
n
c
e
mi
n
i
m
u
m
b
e
t
w
e
e
n
t
h
e
t
r
u
n
k
a
n
d
t
h
e
s
t
r
a
p
e
y
e
s
.
Gu
y
w
i
r
e
s
:
p
r
o
v
i
d
e
3
e
q
u
i
d
i
s
t
a
n
t
ar
o
u
n
d
t
r
e
e
.
K
e
e
p
c
l
e
a
r
o
f
br
a
n
c
h
e
s
t
o
p
r
e
v
e
n
t
r
u
b
d
a
m
a
g
e
.
9.
B
u
i
l
d
a
4
"
w
a
t
e
r
s
a
u
c
e
r
6
"
m
i
n
i
m
u
m
f
r
o
m
t
h
e
e
d
g
e
o
f
t
h
e
ro
o
t
b
a
l
l
w
i
t
h
c
o
m
p
o
s
t
m
a
t
e
r
i
a
l
.
I
n
s
i
d
e
o
f
S
a
u
c
e
r
s
h
a
l
l
n
o
t
co
v
e
r
t
h
e
r
o
o
t
b
a
l
l
.
10
.
P
r
o
v
i
d
e
4
"
d
e
p
t
h
o
f
b
a
r
k
n
u
g
g
e
t
s
,
2
-
4
"
d
i
a
m
e
t
e
r
f
o
r
a
r
e
a
wi
t
h
i
n
t
h
e
w
a
t
e
r
s
a
u
c
e
r
.
L
e
a
v
e
a
4
"
d
i
a
m
e
t
e
r
v
o
i
d
a
r
o
u
n
d
th
e
b
a
s
e
o
f
t
h
e
t
r
e
e
.
11
.
P
r
o
v
i
d
e
t
r
e
e
s
t
a
k
e
s
a
s
d
e
s
c
r
i
b
e
d
a
b
o
v
e
.
S
p
a
c
e
e
v
e
n
l
y
.
If
m
o
r
e
t
h
a
n
t
h
r
e
e
s
t
a
k
e
s
a
r
e
r
e
q
u
i
r
e
d
,
p
r
o
v
i
d
e
t
h
e
ap
p
r
o
p
r
i
a
t
e
n
u
m
b
e
r
.
12
.
D
r
i
v
e
s
t
a
k
e
s
i
n
t
o
u
n
d
i
s
t
u
r
b
e
d
s
o
i
l
,
k
e
e
p
i
n
g
t
h
e
t
o
p
s
ev
e
n
,
l
e
a
v
i
n
g
6
"
m
i
n
i
m
u
m
b
e
t
w
e
e
n
t
h
e
s
t
a
k
e
a
n
d
t
h
e
ex
c
a
v
a
t
i
o
n
f
o
r
t
h
e
r
o
o
t
b
a
l
l
a
n
d
t
h
e
b
o
u
l
d
e
r
w
a
l
l
.
13
.
R
e
m
o
v
e
w
a
t
e
r
s
a
u
c
e
r
s
a
f
t
e
r
a
f
u
l
l
y
e
a
r
o
f
g
r
o
w
t
h
.
6"
M
i
n
.
Fi
n
i
s
h
G
r
a
d
e
Fi
n
i
s
h
G
r
a
d
e
Fi
n
i
s
h
G
r
a
d
e
Fi
n
i
s
h
G
r
a
d
e
Fi
n
i
s
h
G
r
a
d
e
Fi
n
i
s
h
G
r
a
d
e
Ap
p
r
o
v
e
d
t
r
e
e
s
t
r
a
p
.
D
o
n
o
t
tw
i
s
t
.
M
a
i
n
t
a
i
n
a
m
i
n
i
m
u
m
o
f
2
"
cl
e
a
r
a
n
c
e
b
e
t
w
e
e
n
t
h
e
s
t
r
a
p
e
y
e
s
an
d
t
h
e
t
r
u
n
k
.
204
Ho
l
d
m
u
l
c
h
g
r
a
d
e
1
"
b
e
l
o
w
e
d
g
e
o
f
w
a
l
k
.
e
d
g
i
n
g
o
r
c
u
r
b
.
NO
T
E
Ball
D
i
a
.
+
1
2
"
Not to Scale Shrub Plantin
g
Concrete Curb, edging orsidewalk Prune all damaged ordead wood after plantingand mulching
Se
t
s
h
r
u
b
a
t
g
r
a
d
e
g
r
o
w
n
i
n
c
o
n
t
a
i
n
e
r
o
r
gr
o
w
n
i
n
n
u
r
s
e
r
y
.
S
e
t
t
o
p
o
f
J
u
n
i
p
e
r
ro
o
t
b
a
l
l
t
o
f
i
n
i
s
h
g
r
a
d
e
o
f
m
u
l
c
h
.
Ap
p
l
y
s
p
e
c
i
f
i
e
d
m
u
l
c
h
t
o
4"
d
e
p
t
h
.
Score container rootbalswith encircling roots.Remove container. Placerootball on undisturbed soil.
23 b
a
c
k
f
i
l
l
,
13 c
o
m
p
o
s
t
mi
x
t
u
r
e
.
Pl
a
n
t
i
n
g
P
l
a
n
Scale: 1"=10'-0"
North
P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
Co
p
y
r
i
g
h
t
Fie
l
d
s
c
a
p
e
I
n
c
o
r
p
o
r
a
t
e
d
Al
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
Th
i
s
d
o
c
u
m
e
n
t
,
a
n
d
t
h
e
i
d
e
a
s
a
n
d
de
s
i
g
n
s
i
n
c
o
r
p
o
r
a
t
e
d
h
e
r
e
i
n
,
a
s
a
n
in
s
t
r
u
m
e
n
t
o
f
p
r
o
f
e
s
s
i
o
n
a
l
s
e
r
v
i
c
e
,
is
t
h
e
p
r
o
p
e
r
t
y
o
f
F
i
e
l
d
s
c
a
p
e
In
c
o
r
p
o
r
a
t
e
d
a
n
d
i
s
n
o
t
t
o
b
e
u
s
e
d
,
in
w
h
o
l
e
o
r
i
n
p
a
r
t
,
f
o
r
a
n
y
o
t
h
e
r
pr
o
j
e
c
t
w
i
t
h
o
u
t
t
h
e
w
r
i
t
t
e
n
au
t
h
o
r
i
z
a
t
i
o
n
o
f
R
i
c
F
i
e
l
d
s
.
c
Jo
b
N
o
.
1
1
1
8
.
0
0
Is
s
u
e
Da
t
e
Sh
e
e
t
:
Of
:
s
i
x
L4
Planting Plan
Marshall Residence Remodel
193 Beaver Dam Road
DD
e
s
t
.
Ju
n
e
2
6
,
'
1
2
Fi
n
a
l
D
R
B
Ju
l
y
2
3
,
'
1
2
Fi
n
a
l
D
R
B
Re
v
i
s
i
o
n
Au
g
.
2
4
,
'
1
2
Fi
n
a
l
D
R
B
Re
v
i
s
i
o
n
Au
g
.
2
9
,
'
1
2
Pe
r
m
i
t
Co
r
r
e
c
t
i
o
n
s
No
v
.
2
,
'
1
2
Th
e
s
e
tr
e
e
s
to
re
m
a
i
n
.
No
re
m
o
v
a
l
or
li
m
b
i
n
g
.
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
0
9
I
n
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
(
I
R
C
)
By
Ma
r
t
i
n
Ha
e
b
e
r
l
e
at
1:
1
6
pm
,
No
v
30
,
20
1
2
As
No
t
e
d