HomeMy WebLinkAboutDRB140541 Plans2.0
1.0
1.0'
1.0'
0.7'
1.0'
1.0'
0.8'
0.4'
1ST FLOOR
OVERHANG
03
04
04
0 6
07
0 8
09
CONC.PAN
STORM GRATE FLOWLINE
1.0 CMP
CL DITCH
PHONE PED
TV PED
BOULDER
CL DITCH
BOULDER
8
3
1
0
8 3 0 5
8
3
0
5
UNIT B
(BELOW)
17.7
4.611.4
17.9
45.1 UTILITY EASEMENT
UTILITY AND DRAINAGE E
ASEMENT
1ST FLOOR DECK
LOT 2
LOT 3
LOT 4
SANDY LANE ( 30' )
TRACT
C
UN P L AT T E D
N
3
0
°
0
3
'
5
0
%
%
3
4
E
-
1
4
9
.
1
7
S 3 4 °0 4 '1 0 %%3 4 E - 1 4 9 .6 0
S 79°14'02" W - 195.87
S 88°23'32%%34 E
32.53
N 5 9 °5 6 '10 %%3 4 W
1 5.0 0
N 3 0 °0 3 '5 0 %%3 4 E
2 8.6 6
8 2 7 0
8270
82 7 5
8 2 8 0
8 2 8 5
8 2 9 0
8 2 9 5
8 3 0 0
8 2 95
8300
TVP
NE
W
G
A
R
A
G
E
W/
D
E
C
K
A
B
O
V
E
RE
M
O
V
E
CO
T
T
O
N
W
O
O
D
CL
U
S
T
E
R
IN
C
L
U
D
I
N
G
SU
R
F
A
C
E
R
O
O
T
S
4'
W
I
D
E
C
O
N
C
P
A
N
TO
M
E
E
T
T
.
O
.
V
A
I
L
R
E
G
S
.
NE
W
H
E
A
T
E
D
D
R
I
V
E
W
A
Y
W/
S
T
A
M
P
E
D
&
C
O
L
O
R
E
D
CO
N
C
R
E
T
E
SN
O
W
S
T
O
R
A
G
E
:
HA
T
C
H
E
D
A
R
E
A
=
2
4
0
S
.
F
.
(+
1
0
%
O
F
H
E
A
T
E
D
D
R
I
V
E
)
AR
E
A
=
2
,
0
3
0
S
.
F
.
13' - 6"
83
0
5
.
9
'
83
0
9
'
83
0
9
.
3
'
83
0
9
.
8
'
83
0
9
.
6
'
83
0
9
.
3
'
83
0
9
'
83
0
8
'
83
0
7
'
83
0
6
'
8% GRADE
8
%
GRADE
8
%
G
R
A
D
E
83
0
5
.
9
'
83
0
6
'
83
0
7
'
83
0
8
'
LO
W
P
T
.
83
0
5
.
7
'
9
%
GRAD
E
9% GRADE
9% GRADE
9
% G
R
A
D
E
8
% G
R
A
D
E
9
% G
R
A
D
E
9
%
G
R
A
D
E
9
%
G
R
A
D
E
83
0
6
'
83
0
7
'
83
0
8
'
83
0
9
'
83
0
5
'
RE
M
O
V
E
(
2
)
MIS
C
.
T
R
E
E
S
LO
W
P
T
.
83
0
4
.
1
0
'
UP
T
O
U
N
I
T
A
E
N
T
R
Y
DO
W
N
T
O
UN
I
T
B
EN
T
R
Y
EX
I
S
T
I
N
G
CO
N
C
.
W
A
L
K
FO
O
T
P
R
I
N
T
=
3
5
0
S
.
F
.
20
'
F
R
O
N
T
SE
T
B
A
C
K
L
I
N
E
15
'
S
I
D
E
SE
T
B
A
C
K
L
I
N
E
15
'
S
I
D
E
SE
T
B
A
C
K
L
I
N
E
S
TH
I
S
A
R
E
A
O
F
D
R
I
V
E
W
A
Y
WI
T
H
I
N
T
.
O
.
V
A
I
L
R
I
G
H
T
-
O
F
-
WA
Y
.
T
H
E
H
E
A
T
I
N
G
SY
S
T
E
M
M
U
S
T
B
E
O
N
A
SE
P
E
R
A
T
E
Z
O
N
E
.
NE
W
T
R
E
E
"
A
"
BO
U
L
D
E
R
R
E
T
A
I
N
I
N
G
W
A
L
L
:
TO
P
O
F
W
A
L
L
=
8
3
0
3
'
BO
T
.
O
F
W
A
L
L
=
8
3
0
1
HE
I
G
H
T
=
2
'
02
03
04
05
01
.
5
DR
A
I
N
A
G
E
N
O
T
E
:
CO
N
T
R
A
C
T
O
R
T
O
E
X
C
A
V
A
T
E
DR
A
I
N
A
G
E
S
W
A
L
E
.
W/
G
R
A
V
E
L
G
R
O
U
N
D
C
O
V
E
R
.
W/
B
O
U
L
D
E
R
W
A
L
L
R
E
T
A
I
N
I
N
G
AS
N
E
E
D
E
D
.
SH
A
L
L
O
W
WI
N
D
O
W
WE
L
L
UN
D
E
R
-
G
R
O
U
N
D
DR
A
I
N
P
I
P
E
F
R
O
M
WI
N
D
O
W
W
E
L
L
T
O
DA
Y
L
I
G
H
T
SP
R
U
C
E
T
O
R
E
M
A
I
N
(1
)
D
E
C
I
D
U
O
U
S
TO
R
E
M
A
I
N
NE
W
S
H
R
U
B
"
B
"
NE
W
S
H
R
U
B
"
C
"
NE
W
S
H
R
U
B
"
D
"
NE
W
S
H
R
U
B
"
B
"
LA
N
D
S
C
A
P
E
N
O
T
E
:
NE
W
L
A
N
D
S
C
A
P
I
N
G
A
T
N
O
R
T
H
S
I
D
E
O
F
D
R
I
V
E
W
A
Y
O
N
L
Y
.
SE
E
L
A
N
D
S
C
A
P
E
L
E
G
A
N
D
F
O
R
N
E
W
T
R
E
E
A
N
D
S
H
R
U
B
T
Y
P
E
S
.
DIS
T
U
R
B
E
D
A
R
E
A
S
T
O
R
E
C
I
E
V
E
WIL
D
G
R
A
S
S
S
E
E
D
M
I
X
PR
O
J
E
C
T
N
O
R
T
H
(1
)
9
'
x
1
8
'
C
A
R
S
P
A
C
E
(1
)
9
'
x
1
8
'
C
A
R
S
P
A
C
E
(1
)
9
'
x
1
8
'
C
A
R
S
P
A
C
E
(1
)
D
E
C
I
D
U
O
U
S
T
O
BE
R
E
M
O
V
E
D
(1
)
9
'
x
1
9
'
G
U
E
S
T
C
A
R
S
P
A
C
E
RE
M
O
V
E
P
O
L
E
LIG
H
T
F
I
X
T
U
R
E
PL
A
N
T
G
R
O
U
N
D
C
O
V
E
R
AR
E
A
S
H
O
W
N
H
A
T
C
H
E
D
2'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
TO
C
R
E
A
T
E
F
L
A
T
A
R
E
A
F
O
R
GR
O
U
N
D
C
O
V
E
R
P
L
A
N
T
I
N
G
2 3' - 7 13/1 6"
0
5'
10
'
20
'
30
'
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/27/2014 8:26:31 AM
A1SITE PLAN2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO
1
"
=
1
0
'
-
0
"
1
0.
S
i
t
e
P
l
a
n
NU
G
E
N
T
G
A
R
A
G
E
A
D
D
I
T
I
O
N
74
2
S
A
N
D
Y
L
A
N
E
,
V
A
I
L
,
C
O
L
O
R
A
D
O
SA
T
E
L
L
I
T
E
P
H
O
T
O
VI
C
I
N
I
T
Y
M
A
P
LOT AREA = .39 ACRES x 43,560 SQ. FT. = 16,988.4 SQ. FT. - SEE SHEET A5 FOR AREA PLANS AND SUMMARIES -SITE COVERAGE SUMMARY(BOTH HOUSES COMBINED):SITE COVERAGE - ALLOWED (20% LOT) = 3,397 S.F.SITE COVERAGE - EXISTING= 2,991 S.F.SITE COVERAGE - ADDITION= 363 S.F.SITE COVERAGE - TOTAL PROPOSED = 3,354 S.F. (19.7%)TOWN OF VAIL ZONING DISTRICT:Two-Family Primary/Secondary Residential (PS)ZONING SUMMARYDuplex Residence Owner: Dale & Elizabeth Nugent 2724 Stinson Blvd.Minneapolis, MN. 55418-3125 danugent@umn.edu Cell: 612-743-6180 Location: 742 Sandy Lane #B, Vail (Vail Potato Patch Filing 2, Lot 3, Unit B)Parcel #2101-063-15-011 Class of Work: Alteration / Renovation / Addition Type of Construction: Type V-N Type of Occupancy: R3 (duplex)Levels: 2-story + basement GRFA ALLOWED:46% LOT AREA < 10,000 S.F. = 4,600 S.F.38% LOT AREA < 15,000 S.F. = 1,900 S.F.13% LOT AREA (1,988 S.F.) = 258 S.F.TOTAL GRFA ALLOWED= 6,758 S.F.GRFA - TOTAL EXISTING = 5,205 S.F.GRFA - TOTAL PROPOSED= 5,593 S.F.GRFA PRIMARY/SECONDARY SPLIT:A-UNIT SECONDARY GRFA ALLOWED 40% = 2,703 S.F.SECONDARY GRFA EXISTING = 1,824 S.F.SECONDARY GRFA ADDITION= 0 S.F.SECONDARY GRFA AVAILABLE= 879 S.F.B-UNIT PRIMARY GRFA ALLOWED 60% = 4,054 S.F.PRIMARY GRFA EXISTING = 3,381 S.F.PRIMARY GRFA ADDITION= +388 S.F.PRIMARY GRFA TOTAL PROPOSED= 3,769 S.F.PRIMARY GRFA AVAILABLE = 285 S.F.Architect:John G Martin, AIA Martin Manley Architects www.martinmanleyarchitects.com john@martinmanleyarchitects.com 970-328-1299Sheet List Sheet NumberSheet Name A1SITE PLAN A2.1GARAGE LEVEL FLOOR PLAN A2.2FLOOR PLANS A3ELEVATIONS A4SECTIONS A5AREA PLANS PROJECT INFORMATION No.DescriptionDate NEW LANDSCAPING LEGEND LIGHTING LEGEND 2 REPLACE EXTERIOR WALL SCONCE 3 NEW EXTERIOR WALL SCONCE 5 TOTAL NEW WALL SCONCE LIGHT FIXTURES KICHLER LIGHTING SIGNATURE OUTDOOR WALL LANTERN ARCHITECTURAL BRONZE 9095AZ DARK NIGHT SKY COMPLIANT, FULLY CUT-OFF NO UPLIGHTINGSYMBOLNAMESIZEQUANTITYACOLORADO BLUE SPRUCE (PICEA PUNGENS)6' TO 8' TALL1 BWESTERN SANDCHERRY (PRUNUS BESSEYI)5 GALLON2 CVANHOUTTE SPIREA (SPIREA VANHOUTTE)5 GALLON1 DLILAC FRAGRANT (SYRINGA VULGARIS)5 GALLON1 ESNOWBERRY(SYMPHORICARPOS ALBUS)5 GALLON1 * ALL DISTURBED AREAS SHALL RECEIVE REVEGETATION SEEDING WITH NATURAL GRASSES AND WILDFLOWER SEED MIX.* NEW IRRIGATION LINES TO TIE INTO EXISTING IRRIGATION LINES. SPRAY AND DRIP HEAD LOCATIONS TO BE DETERMINED BY LANDSCAPING SUB-CONTRACTOR IN FIELD.
NE
W
L
I
G
H
T
F
I
X
T
U
R
E
NE
W
L
I
G
H
T
F
I
X
T
U
R
E
NE
W
L
I
G
H
T
F
I
X
T
U
R
E
NE
W
L
I
G
H
T
F
I
X
T
U
R
E
NE
W
L
I
G
H
T
F
I
X
T
U
R
E
PROJECT NARRATIVE THE HOUSE IS BEING GREATLY IMPROVED BY THE ADDITION OF A PRIMARY UNIT ONE-CAR GARAGE ADJACENT TO THE EXISTING GARAGES. THE GARAGE ROOF WILL BECOME A ROOF DECK FOR THE SECONDARY UNIT.SITE IMPROVEMENTS INCLUDE: ACCESS, PARKING, DRAINAGE, LANDSCAPE, EXTERIOR LIGHTING, AND HEATED DRIVEWAY.
8305 0.6
0.3
RET
. W
ALL
0.39
A
CRE
S
X
X
832
5.2
X
831
0.2
R
I
DG
E
RIDGE
LOT 3
8 2 9 0
8 3 0 0
26' - 10 1/2"13' - 6"
13' - 0 1/2"
B NEW GARAGE
DI
N
I
N
G
RO
O
M
DE
N
KI
T
C
H
E
N
2 A4
2 A41A4
1 A4
3 A4
ST
A
I
R
O
P
E
N
SH
E
L
F
NE
W
B
A
T
H
B
E
X
I
S
T
.
G
A
R
A
G
E
A
E
X
I
S
T
I
N
G
G
A
R
A
G
E
MO
V
E
W
A
T
E
R
H
E
A
T
E
R
A
N
D
AC
C
O
M
P
A
N
Y
I
N
G
P
I
P
E
S
T
O
NE
W
L
O
C
A
T
I
O
N
I
N
U
N
D
E
R
-
GA
R
A
G
E
S
P
A
C
E
.
NE
W
O
P
E
N
I
N
G
I
N
G
A
R
A
G
E
W
A
L
L
.
CO
N
T
R
A
C
T
O
R
T
O
V
E
R
I
F
Y
R
E
-
RO
U
T
I
N
G
O
F
P
I
P
E
S
/
V
E
N
T
S
E
T
C
.
EX
I
S
T
I
N
G
B
O
I
L
E
R
T
O
R
E
M
A
I
N
PL
U
M
B
I
N
G
D
R
A
I
N
L
I
N
E
F
R
O
M
BA
T
H
R
O
O
M
S
U
P
S
T
A
I
R
S
.
T
I
E
N
E
W
PL
U
M
B
I
N
G
F
I
X
T
U
R
E
S
T
O
T
H
I
S
L
I
N
E
.
SETBACK LINE9' - 5 1/2"
3'
-
1
1
1
/
2
"
5 1
/
2
"
22' - 0"5 1/2"
DN
.
NE
W
W
A
L
L
S
WIN
D
O
W
W
E
L
L
BE
L
O
W
ACTUAL NORTHPROJECT NORTH
DE
C
K
A
B
O
V
E
DE
C
K
A
B
O
V
E
02.5'5'10'20'SETBACK LINE970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/27/2014 8:26:33 AM
A2.1 GARAGE LEVEL FLOOR PLAN2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 1/4" = 1'-0"22. Garage LevelNo.DescriptionDate
2 A41A4
3 A4
ME
C
H
.
SP
A
C
E
UN
D
E
R
-
G
A
R
A
G
E
S
P
A
C
E
13' - 6"
26
'
-
1
0
"
1'
-
4
1
/
2
"
SU
M
P
P
U
M
P
F
O
R
B
O
I
L
E
R
A
N
D
WA
T
E
R
H
E
A
T
E
R
D
R
A
I
N
S
.
2X
4
F
U
R
R
I
N
G
W
A
L
L
W
/
R-
1
5
I
N
S
U
L
A
T
I
O
N
UP
7'
-
9
1
/
2
"
WN
D
O
W
W
E
L
L
W
/
P
E
R
F
.
D
R
A
I
N
P
I
P
E
UN
D
E
R
P
I
N
E
X
I
S
T
I
N
G
FO
O
T
I
N
G
S
.
AC
T
U
A
L
N
O
R
T
H
PR
O
J
E
C
T
N
O
R
T
H
3'
-
0
"
STORAGE CLOSET
EG
R
E
S
S
CA
S
E
M
E
N
T
WI
N
D
O
W
S
PL
U
M
B
I
N
G
D
R
A
I
N
L
I
N
E
F
R
O
M
BA
T
H
R
O
O
M
S
U
P
S
T
A
I
R
S
.
T
I
E
N
E
W
PL
U
M
B
I
N
G
F
I
X
T
U
R
E
S
T
O
T
H
I
S
L
I
N
E
.
HI
G
H
E
F
F
I
C
I
E
N
C
Y
B
O
I
L
E
R
FO
R
D
R
I
V
E
W
A
Y
S
N
O
W
-
M
E
L
T
NE
W
W
A
T
E
R
HE
A
T
E
R
LO
C
A
T
I
O
N
HA
N
D
R
A
I
L
NEW ROOFTOP TERRACE 2 A41A43A4WATERPROOF DECKING (DETAILS TO BE DETERMINED)NEW METAL GUARDRAIL36" HEIGHT WALL W/WOOD CAP & STUCCO FINISH REMOVE DOOR
BE
D
R
O
O
M
1
BE
D
R
O
O
M
2
LO
F
T
LIVING ROOM
KIT
C
H
E
N
DI
N
I
N
G
EN
T
R
Y
P
O
R
C
H
DN.
HO
T
T
U
B
D
E
C
K
EXISTING BALCONYNEW WALL TO ALIGN AND MATCH EXISTINGGUTTER AND DOWNSPOUT W/ HEATTAPE ACTUAL NORTHPROJECT NORTHUNIT ASECONDARY UNIT ENTIRE UPPER LEVELEXISTING DOOR USE AS ACCESS TO NEW DECK 02.5'5'10'20'970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/27/2014 8:26:33 AM
A2.2 FLOOR PLANS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO
1
/
4
"
=
1
'
-
0
"
1
1.
U
n
d
e
r
-
G
a
r
a
g
e
1/4" = 1'-0"23. Upper Level 2No.DescriptionDate
3 A4
NE
W
M
E
T
A
L
G
U
A
R
D
R
A
I
L
(P
R
O
V
I
D
E
S
E
A
S
I
E
R
S
N
O
W
RE
M
O
V
A
L
)
WO
O
D
S
I
D
I
N
G
M
A
T
E
R
I
A
L
ME
T
A
L
G
U
T
T
E
R
AN
D
D
O
W
N
S
P
O
U
T
ST
U
C
C
O
T
R
I
M
T
O
M
A
T
C
H
ST
U
C
C
O
W
A
L
L
T
O
M
A
T
C
H
ME
T
A
L
C
A
P
T
O
M
A
T
C
H
ST
U
C
C
O
W
A
I
N
S
C
O
T
W
/
M
E
T
A
L
C
A
P
(P
A
I
N
T
E
D
T
O
M
A
T
C
H
S
T
U
C
C
O
)
PR
O
V
I
D
I
N
G
S
L
A
B
P
E
R
M
I
T
E
R
I
N
S
U
L
A
T
I
O
N
AN
D
F
O
U
N
D
A
T
I
O
N
F
R
O
S
T
D
E
P
T
H
PR
O
T
E
C
T
I
O
N
WO
O
D
T
R
I
M
(
S
T
A
I
N
TO
M
A
T
C
H
S
I
D
I
N
G
)
NE
W
L
I
G
H
T
F
I
X
T
U
R
E
SH
A
L
L
O
W
W
I
N
D
O
W
W
E
L
L
02.5'5'10'20'
2 A4
1 A4
IM
P
R
O
V
E
M
E
T
E
R
B
O
X
W
/
WO
O
D
S
I
D
I
N
G
M
A
T
E
R
I
A
L
LINE OF ADDITION. PATCH AND MATCH STUCCO
RE
P
L
A
C
E
E
X
I
S
T
I
N
G
GA
R
A
G
E
D
O
O
R
S
NE
W
G
A
R
A
G
E
AN
D
G
A
R
A
G
E
DO
O
R
3X14 WOOD HEADER STUCCO TO MATCH EXISTINGNEW LIGHT FIXTURE
RE
P
L
A
C
E
L
I
G
H
T
F
I
X
T
U
R
E
RE
P
L
A
C
E
L
I
G
H
T
F
I
X
T
U
R
E
31' - 5 1/2"
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/27/2014 8:26:38 AM
A3ELEVATIONS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 3/16" = 1'-0"12. NORTH ELEVATION 3/16" = 1'-0"21. EAST -ENTRY- ELEVATIONNo.DescriptionDate
2. Garage Level 8305' - 10"3. Upper Level 2 8314' - 11 3/4"Den 8302' - 2"1. Under-Garage 8296' - 4"Upper Level 1 8310' - 9"3 A4
NE
W
B
A
T
H
EX
I
S
T
I
N
G
U
N
I
T
B
DE
N
EX
I
S
T
I
N
G
U
N
I
T
A
BE
D
R
O
O
M
NEW UNIT B GARAGE NEW UNIT B UNDER-GARAGE
ST
O
R
A
G
E
ST
O
R
A
G
E
NEW UNIT A DECK
4' - 9 1/4"
3' - 3 1/4"
UN
D
E
R
P
I
N
E
X
I
S
TI
N
G
F
O
O
T
I
N
G
PE
R
S
T
R
U
C
T
U
R
A
L
EN
G
I
N
E
E
R
I
N
G
D
E
T
A
I
L
S
3' - 6"EGRESS CASEMENT
WA
T
E
R
P
R
O
O
F
D
E
C
K
I
N
G
(T
O
B
E
D
E
T
E
R
I
M
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
S
/
F
L
O
O
R
S
NEW METAL GUARDRAIL 3' - 0"3' - 1"MATCHEXISTING 1. Under-Garage 8296' - 4"Upper Level 1 8310' - 9"
3 A4
UN
I
T
B
NE
W
G
A
R
A
G
E
UN
I
T
B
NE
W
U
N
D
E
R
-
G
A
R
A
G
E
UNIT B DINING ROOMUNIT A MAIN LEVEL
UN
I
T
A
NE
W
D
E
C
K
GARAGE STORAGE
NE
W
O
P
E
N
I
N
G
BE
T
W
E
E
N
G
A
R
A
G
E
S
6' - 8 1/4"
8' - 0 1/4"
2X
4
F
U
R
R
I
N
G
W
A
L
L
W
/
R
-
1
5
I
N
S
U
L
A
T
I
O
N
WA
T
E
R
P
R
O
O
F
D
E
C
K
I
N
G
(D
E
T
A
I
L
I
N
G
T
O
B
E
D
E
T
E
R
M
I
N
E
D
)
UNDERPIN EXISTING FOOTING PER STRUCTURAL ENGINEERING DETAILS
4' - 0"
(VERIFY)
HA
N
D
R
A
I
L
(O
T
H
E
R
S
I
D
E
O
F
S
T
A
I
R
)
4' - 3 3/4"3' - 3 1/4"
NICHE SPACE W/BUILT-INS
2.
G
a
r
a
g
e
L
e
v
e
l
83
0
5
'
-
1
0
"
3.
U
p
p
e
r
L
e
v
e
l
2
83
1
4
'
-
1
1
3
/
4
"
2 A4
Ma
i
n
L
e
v
e
l
83
0
0
'
-
4
"
1.
U
n
d
e
r
-
G
a
r
a
g
e
82
9
6
'
-
4
"
Up
p
e
r
L
e
v
e
l
1
83
1
0
'
-
9
"
1 A4
NE
W
U
N
D
E
R
-
GA
R
A
G
E
S
P
A
C
E
NE
W
U
N
I
T
B
GA
R
A
G
E
NE
W
U
N
I
T
A
DE
C
K
ST
O
R
A
G
E
B
E
Y
O
N
D
ST
O
R
A
G
E
DO
O
R
S
BE
Y
O
N
D
UN
I
T
A
E
X
I
S
T
I
N
G
UN
I
T
B
GA
R
A
G
E
E
X
I
S
T
I
N
G
82
9
8
'
-
1
0
"
83
0
1
'
-
6
"
3' - 6"
3' - 0"
8' - 0 1/4"
NE
W
S
T
U
C
C
O
W
A
I
N
S
C
O
T
W
/
G
A
L
V
.
M
E
T
A
L
FL
A
S
H
I
N
G
T
O
P
O
V
E
R
3
"
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
.
IN
S
U
L
A
T
I
O
N
T
O
P
R
O
V
I
D
E
F
R
O
S
T
P
R
O
T
E
C
T
I
O
N
TO
E
X
I
S
T
I
N
G
F
O
O
T
I
N
G
S
A
N
D
T
O
P
R
E
V
E
N
T
SL
A
B
P
E
R
I
M
E
T
E
R
H
E
A
T
L
O
S
S
.
BO
U
L
D
E
R
R
E
T
A
I
N
I
N
G
W
A
L
L
A
T
W
I
N
D
O
W
W
E
L
L
EG
R
E
S
S
W
I
N
D
O
W
UN
D
E
R
P
I
N
E
X
I
S
TI
N
G
F
O
O
T
I
N
G
PE
R
S
T
R
U
C
T
U
R
A
L
EN
G
I
N
E
E
R
I
N
G
D
E
T
A
I
L
S
EX
T
E
R
I
O
R
3
"
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
A
T
WIN
D
O
W
W
E
L
L
T
O
P
R
O
V
I
D
E
FO
U
N
D
A
T
I
O
N
F
R
O
S
T
D
E
P
T
H
PR
O
T
E
C
T
I
O
N
.
S
T
U
C
C
O
F
I
N
I
S
H
.
CO
N
C
.
S
L
A
B
O
V
E
R
J
O
I
S
T
F
R
A
M
I
N
G
PE
R
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
I
N
G
DR
A
W
I
N
G
S
.
GU
A
R
D
R
A
I
L
S
O
L
I
D
W
A
L
L
W/
M
E
T
A
L
C
A
P
A
N
D
ST
U
C
C
O
F
I
N
I
S
H
T
O
M
A
T
C
H
EX
I
S
T
I
N
G
3' - 1"
WA
T
E
R
P
R
O
O
F
D
E
C
K
I
N
G
.
RE
M
O
V
E
E
X
I
S
T
I
N
G
D
O
O
R
AN
D
R
E
P
L
A
C
E
W
/
M
A
T
C
H
I
N
G
ST
U
C
C
O
.
FU
R
R
I
N
G
W
A
L
L
W/
R
-
1
5
IN
S
U
L
A
T
I
O
N
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/27/2014 8:26:39 AM
A4SECTIONS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO 1/4" = 1'-0"1SECTION - LOOKING NORTH 1/4" = 1'-0"2SECTION - LOOKING SOUTH
1
/
4
"
=
1
'
-
0
"
3
SE
C
T
I
O
N
-
L
O
O
K
I
N
G
W
E
S
T
No.DescriptionDate
T.O
.
S
L
A
B
8
3
0
5
'
-
6
"
T.O
.
P
L
Y
.
8
3
1
4
'
-
8
"
B-U
P
P
E
R
L
E
V
E
L
GAR
A
G
E
L
E
V
E
L
T.O
.
P
L
Y
.
8
3
1
0
-
5
"
B-M
A
I
N
L
E
V
E
L
T.O
.
S
L
A
B
8
3
0
0
'
-
0
"
A-M
A
I
N
L
E
V
E
L
LO
W
E
R
L
E
V
E
L
T.O
.
S
L
A
B
8
2
9
3
'
-
5
"
MA
S
T
E
R
L
E
V
E
L
T.O
.
P
L
Y
.
1
0
2
'
-
2
1
/
2
"
FLOOR TO FLOOR
5'-6"6'-7"
6'-7"2'-21_2"3'-31_2"4'-11"4'-23_4"
9'-13_4"
T.O
.
S
L
A
B
8
3
0
5
'
-
6
"
T.O
.
P
L
Y
.
8
3
1
4
'
-
8
"
B-U
P
P
E
R
L
E
V
E
L
GAR
A
G
E
L
E
V
E
L
T.O
.
P
L
Y
.
8
3
1
0
-
5
"
B-M
A
I
N
L
E
V
E
L
T.O
.
S
L
A
B
8
3
0
0
'
-
0
"
A-M
A
I
N
L
E
V
E
L
LO
W
E
R
L
E
V
E
L
T.O
.
S
L
A
B
8
2
9
3
'
-
5
"
MA
S
T
E
R
L
E
V
E
L
T.O
.
P
L
Y
.
1
0
2
'
-
2
1
/
2
"
FLOOR TO FLOOR 5'-6"6'-7"
6'-7"2'-21_2"3'-31_2"4'-11"4'-3"
9'-2"
T.O. SLAB 8305'-6"T.O. PLY. 8314'-8"B-UPPER LEVEL GARAGE LEVELT.O. PLY. 8310-5"B-MAIN LEVEL T.O. SLAB 8300'-0"A-MAIN LEVEL LOWER LEVEL T.O. SLAB 8293'-5"MASTER LEVEL T.O. PLY. 102'-2 1/2"FLOOR TO FLOOR 5'-6"
RID
G
E
=
8
3
3
1
'
-
1
1
/
4
"
6'-7"6'-7"2'-21_2"3'-31_2"4'-11"4'-23_4"9'-13_4"T.O. SLAB 8305'-6"T.O. PLY. 8314'-8"B-UPPER LEVEL GARAGE LEVELT.O. PLY. 8310-5"B-MAIN LEVEL T.O. SLAB 8300'-0"A-MAIN LEVEL LOWER LEVEL T.O. SLAB 8293'-5"MASTER LEVEL T.O. PLY. 102'-2 1/2"FLOOR TO FLOOR 5'-6"6'-7"6'-7"2'-21_2"3'-31_2"4'-11"4'-23_4"9'-13_4"
80
7
.
4
S
F
B
B
A
S
E
M
E
N
T
E
X
I
S
T
32
4
.
9
S
F
B
U
N
D
E
R
-
G
A
R
A
G
E
N
E
W
ST
O
R
A
G
E
L
E
S
S
TH
A
N
5
'
H
E
I
G
H
T
NO
T
C
O
U
N
T
E
D
TO
W
A
R
D
S
G
R
F
A
23
0
1
.
1
S
F
B
L
I
V
I
N
G
E
X
I
S
T
B -
U
N
I
T
16
'
V
A
U
L
T
E
D
CE
I
L
I
N
G
HE
I
G
H
T
48
3
S
.
F
.
17
'
-
3
"
30
3
.
8
S
F
B
G
A
R
A
G
E
N
E
W
59
.
4
S
F
B
L
I
V
I
N
G
N
E
W
34
8
.
2
S
F
B
G
A
R
A
G
E
E
X
I
S
T
31
1
.
6
S
F
A
G
A
R
A
G
E
E
X
I
S
T
1487.9 SFA LIVING EXIST 11' - 6"26' - 3 5/8"2' - 0"A UNIT 16' VAULTED CEILING HEIGHT COMBINED = 324 S.F.Roofed Or Covered Decks, Etc.: Roofed or covered decks, porches,terraces, patios or similar features or spaces with no more than three(3) exterior walls and a minimum opening of not less than twenty fivepercent (25%) of the linear perimeter of the area of said deck, porch,terrace, patio, or similar feature or space, provided the opening iscontiguous and fully open from floor to ceiling, with an allowance fora railing of up to forty four inches (44") in height and support postswith a diameter of eighteen inches (18") or less which are spaced nocloser than ten feet (10') apart. The space between the posts shall be measured from the outer surface of the post.A-UNIT NEW DECK AREA = 360 S.F.
BA
S
E
M
E
N
T
W
A
L
L
A
R
E
A
=
3
4
8
S
.
F
.
UN
E
X
P
O
S
E
D
W
A
L
L
A
R
E
A
=
2
7
4
S
.
F
.
6' - 1"
BA
S
E
M
E
N
T
W
A
L
L
A
R
E
A
=
1
5
9
S
.
F
.
UN
E
X
P
O
S
E
D
W
A
L
L
A
R
E
A
=
3
0
S
.
F
.
6' - 1"
17
'
-
6
"
3'
-
1
1
/
2
"
BA
S
E
M
E
N
T
W
A
L
L
A
R
E
A
=
1
5
9
S
.
F
.
UN
E
X
P
O
S
E
D
W
A
L
L
A
R
E
A
=
2
8
S
.
F
.
BASEMENT WALL AREA = 348 S.F.UNEXPOSED WALL AREA = 0 S.F.
SIT
E
C
O
V
E
R
A
G
E
:
T
h
e
r
a
t
i
o
o
f
t
h
e
t
o
t
a
l
b
u
i
l
d
i
n
g
a
r
e
a
o
n
a
s
i
t
e
t
o
t
h
e
t
o
t
a
l
a
r
e
a
o
f
a
sit
e
,
e
x
p
r
e
s
s
e
d
a
s
a
p
e
r
c
e
n
t
a
g
e
.
F
o
r
t
h
e
p
u
r
p
o
s
e
o
f
c
a
l
c
u
l
a
t
i
n
g
s
i
t
e
c
o
v
e
r
a
g
e
,
"b
u
i
l
d
i
n
g
a
r
e
a
"
s
h
a
l
l
m
e
a
n
t
h
e
t
o
t
a
l
h
o
r
i
z
o
n
t
al
a
r
e
a
o
f
a
n
y
b
u
i
l
d
i
n
g
,
c
a
r
p
o
r
t
,
p
o
r
t
e
-
co
c
h
e
r
e
,
a
r
c
a
d
e
,
a
n
d
c
o
v
e
r
e
d
o
r
r
o
o
f
e
d
w
a
l
k
wa
y
a
s
m
e
a
s
u
r
e
d
f
r
o
m
t
h
e
e
x
t
e
r
i
o
r
f
a
c
e
of
p
e
r
i
m
e
t
e
r
w
a
l
l
s
o
r
s
u
p
p
o
r
t
i
n
g
c
o
l
u
m
n
s
a
b
ov
e
g
r
a
d
e
o
r
a
t
g
r
o
u
n
d
l
e
v
e
l
,
w
h
i
c
h
e
v
e
r
i
s
th
e
g
r
e
a
t
e
r
a
r
e
a
.
F
o
r
t
h
e
p
u
r
p
o
s
e
s
o
f
t
h
i
s
d
e
f
i
n
i
t
i
o
n
,
a
b
a
l
c
o
n
y
o
r
d
e
c
k
p
r
o
j
e
c
t
i
n
g
fr
o
m
a
h
i
g
h
e
r
e
l
e
v
a
t
i
o
n
m
a
y
e
x
t
e
n
d
o
v
e
r
a
l
o
w
e
r
b
a
l
c
o
n
y
,
d
e
c
k
o
r
w
a
l
k
w
a
y
,
a
n
d
i
n
su
c
h
c
a
s
e
t
h
e
h
i
g
h
e
r
b
a
l
c
o
n
y
o
r
d
e
c
k
s
h
a
l
l
n
o
t
b
e
d
e
e
m
e
d
a
r
o
o
f
o
r
c
o
v
e
r
i
n
g
f
o
r
t
h
e
lo
w
e
r
b
a
l
c
o
n
y
,
d
e
c
k
o
r
w
a
l
k
w
a
y
.
I
n
a
d
d
i
t
i
o
n
t
o
t
h
e
a
b
o
v
e
,
b
u
i
l
d
i
n
g
a
r
e
a
s
h
a
l
l
a
l
s
o
in
c
l
u
d
e
a
n
y
p
o
r
t
i
o
n
o
f
a
r
o
o
f
o
v
e
r
h
a
n
g
,
e
a
v
e
,
o
r
c
o
v
e
r
e
d
s
t
a
i
r
,
c
o
v
e
r
e
d
d
e
c
k
,
co
v
e
r
e
d
p
o
r
c
h
,
c
o
v
e
r
e
d
t
e
r
r
a
c
e
o
r
c
o
v
e
r
e
d
p
a
t
i
o
t
h
a
t
e
x
t
e
n
d
s
m
o
r
e
t
h
a
n
f
o
u
r
f
e
e
t
(4
'
)
f
r
o
m
t
h
e
e
x
t
e
r
i
o
r
f
a
c
e
o
f
t
h
e
p
e
r
im
e
t
e
r
b
u
i
l
d
i
n
g
w
a
l
l
s
o
r
s
u
p
p
o
r
t
i
n
g
c
o
l
u
m
n
s
.
29
9
0
.
9
S
F
SI
T
E
C
O
V
E
R
A
G
E
E
X
I
S
T
36
2
.
8
S
F
SI
T
E
C
O
V
E
R
A
G
E
N
E
W
13' - 6"
PR
I
M
A
R
Y
U
N
I
T
(
B
-
U
N
I
T
)
-
G
R
F
A
C
A
L
C
U
L
A
T
I
O
N
S
:
BA
S
E
M
E
N
T
P
E
R
C
E
N
T
A
G
E
C
A
L
C
U
L
A
T
I
O
N
S
:
TO
T
A
L
W
A
L
L
S
U
R
F
A
C
E
=
1
,
0
1
4
S
.
F
.
TO
T
A
L
U
N
E
X
P
O
S
E
D
W
A
L
L
S
U
R
F
A
C
E
=
3
3
2
S
.
F
.
PE
R
C
E
N
T
A
G
E
O
F
UN
E
X
P
O
S
E
D
W
A
L
L
S
U
R
F
A
C
E
=
3
2
%
B-
U
N
I
T
B
A
S
E
M
E
N
T
E
X
I
S
T
I
N
G
= 807 S.F.
UN
E
X
P
O
S
E
D
D
E
D
U
C
T
I
O
N
(
3
2
%
)
= -258 S.F.
B-
U
N
I
T
B
A
S
E
M
E
N
T
S
U
B
-
T
O
T
A
L
= 549 S.F.
B-
U
N
I
T
M
A
I
N
L
E
V
E
L
E
X
I
S
T
I
N
G
= 2,301 S.F.
16
'
V
A
U
L
T
E
D
A
D
D
I
T
I
O
N
A
L
= +483 S.F.
B-
U
N
I
T
S
U
B
-
T
O
T
A
L
= 2,784 S.F.
B-
U
N
I
T
G
A
R
A
G
E
E
X
I
S
T
I
N
G
= 348 S.F.
GA
R
A
G
E
E
X
E
M
P
T
I
O
N
=-300 S.F.
B-
U
N
I
T
S
U
B
-
T
O
T
A
L
= 48 S.F.
B-
U
N
I
T
T
O
T
A
L
G
R
F
A
= 3,381 S.F.
EX
I
S
T
I
N
G
SE
C
O
N
D
A
R
Y
U
N
I
T
(
A
-
U
N
I
T
)
-
G
R
F
A
C
A
L
C
U
L
A
T
I
O
N
S
:
NO
B
A
S
E
M
E
N
T
D
E
D
U
C
T
I
O
N
A-
U
N
I
T
L
I
V
I
N
G
A
R
E
A
= 1,488 S.F.
A-
U
N
I
T
G
A
R
A
G
E
A
R
E
A
= 312 S.F.
GA
R
A
G
E
E
X
E
M
P
T
I
O
N
= -300 S.F.
16
'
V
A
U
L
T
E
D
A
D
D
I
T
I
O
N
A
L
= + 324 S.F.
A-U
N
I
T
T
O
T
A
L
G
R
F
A
= 1,824 S.F.
EX
I
S
T
I
N
G
PRIMARY UNIT (B-UNIT) - GRFA CALCULATIONS:BASEMENT PERCENTAGE CALCULATIONS:TOTAL WALL SURFACE = 1,014 S.F.TOTAL UNEXPOSED WALL SURFACE = 332 S.F.PERCENTAGE OF UNEXPOSED WALL SURFACE = 32%NEW B-UNIT BASEMENT EXISTING= 807 S.F.UNEXPOSED DEDUCTION (32%)= -258S.F.B-UNIT SUB-TOTAL = 549 S.F.B-UNIT MAIN LEVEL EXISTING= 2,301 S.F.B-UNIT MAIN LEVEL NEW= 59 S.F.B-UNIT UNDER-GARAGE NEW= 325 S.F.16' VAULTED ADDITIONAL= +483 S.F.B-UNIT SUB-TOTAL= 3,168 S.F.B-UNIT GARAGE EXISTING= 348 S.F.B-UNIT GARAGE NEW= 304 S.F.GARAGE EXEMPTION =-600 S.F.B-UNIT SUB-TOTAL= 52 S.F.B-UNIT TOTAL GRFA= 3,769 S.F.970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/27/2014 8:26:44 AM
A5AREA PLANS2013Nugent Garage Addition DRB SUBMITTAL 1-27-14Dale Nugent 742 Sandy Lane, Vail CO
1
"
=
1
0
'
-
0
"
1
1.
U
n
d
e
r
-
G
a
r
a
g
e
1
"
=
1
0
'
-
0
"
2
2.
G
a
r
a
g
e
L
e
v
e
l
1" = 10'-0"43. Upper Level 2
1
/
1
6
"
=
1
'
-
0
"
5
AR
E
A
S
-
E
A
S
T
-
E
N
T
R
Y
-
E
L
E
V
A
T
I
O
N
1
/
1
6
"
=
1
'
-
0
"
6
AR
E
A
S
-
N
O
R
T
H
E
L
E
V
A
T
I
O
N
1
/
1
6
"
=
1
'
-
0
"
7
AR
E
A
S
-
S
O
U
T
H
E
L
E
V
A
T
I
O
N
1/16" = 1'-0"8AREAS - WEST ELEVATION
TO
T
A
L
B
A
S
E
M
E
N
T
W
A
L
L
A
R
E
A
=
1
,
0
1
4
S
.
F
.
TO
T
A
L
U
N
E
X
P
O
S
E
D
W
A
L
L
A
R
E
A
=
3
3
2
S
.
F
.
RA
T
I
O
O
F
U
N
E
X
P
O
S
E
D
W
A
L
L
T
O
B
A
S
E
M
E
N
T
W
A
L
L
=
32
%
1
"
=
1
0
'
-
0
"
3
SI
T
E
C
O
V
E
R
A
G
E
Ar
e
a
S
c
h
e
d
u
l
e
(
A
U
N
I
T
G
R
O
S
S
)
Na
m
e
A
r
e
a
A
G
A
R
A
G
E
E
X
I
S
T
3
1
1
.
6
S
F
A
L
I
V
I
N
G
E
X
I
S
T
1
4
8
7
.
9
S
F
Gr
a
n
d
t
o
t
a
l
:
2
1
7
9
9
.
5
S
F
Ar
e
a
S
c
h
e
d
u
l
e
(
B
U
N
I
T
G
R
O
S
S
)
Na
m
e
A
r
e
a
B
B
A
S
E
M
E
N
T
E
X
I
S
T
8
0
7
.
4
S
F
B
G
A
R
A
G
E
E
X
I
S
T
3
4
8
.
2
S
F
B
G
A
R
A
G
E
N
E
W
3
0
3
.
8
S
F
B
L
I
V
I
N
G
E
X
I
S
T
2
3
0
1
.
1
S
F
B
L
I
V
I
N
G
N
E
W
5
9
.
4
S
F
B
U
N
D
E
R
-
G
A
R
A
G
E
N
E
W
3
2
4
.
9
S
F
Gr
a
n
d
t
o
t
a
l
:
6
4
1
4
4
.
8
S
F
Ar
e
a
S
c
h
e
d
u
l
e
(
C
O
M
B
I
N
E
D
G
R
O
S
S
)
Na
m
e
A
r
e
a
A
G
A
R
A
G
E
E
X
I
S
T
3
1
1
.
6
S
F
A
L
I
V
I
N
G
E
X
I
S
T
1
4
8
7
.
9
S
F
B
B
A
S
E
M
E
N
T
E
X
I
S
T
8
0
7
.
4
S
F
B
G
A
R
A
G
E
E
X
I
S
T
3
4
8
.
2
S
F
B
G
A
R
A
G
E
N
E
W
3
0
3
.
8
S
F
B
L
I
V
I
N
G
E
X
I
S
T
2
3
0
1
.
1
S
F
B
L
I
V
I
N
G
N
E
W
5
9
.
4
S
F
B
U
N
D
E
R
-
G
A
R
A
G
E
N
E
W
3
2
4
.
9
S
F
Gr
a
n
d
t
o
t
a
l
:
8
5
9
4
4
.
3
S
F
Ar
e
a
S
c
h
e
d
u
l
e
(
S
I
T
E
C
O
V
E
R
A
G
E
)
Na
m
e
A
r
e
a
SI
T
E
C
O
V
E
R
A
G
E
E
X
I
S
T
2
9
9
0
.
9
S
F
SI
T
E
C
O
V
E
R
A
G
E
N
E
W
3
6
2
.
8
S
F
Gr
a
n
d
t
o
t
a
l
:
2
3
3
5
3
.
7
S
F
No.DescriptionDate