HomeMy WebLinkAboutB13-0187 PLANS W CORRECTIONS APPROVEDRockfall Potential, Nate Ford Addition, 1079 Sandstone Drive, Vail Page 11 of 11
By David Rhoades at 4:02 pm, May 23, 2013
B13-0187
De
s
i
g
n
R
e
v
i
e
w
St
a
f
f
A
p
p
r
o
v
a
l
By
Wa
r
r
e
n
Ca
m
p
b
e
l
l
at
8:
3
2
am
,
Ju
n
06
,
20
1
3
NEW AND EXISTING ROOF:40 YR. ASPHALT SHAKES:"CERTAINTEED PRESIDENTIAL SHAKE "CHESTNUT" COLOR BLENDMETAL ROOF ON SHED DORMER:STANDING SEAM METAL DREX METAL - LOW REFLECTIVITY COLOR: 323 MANSARD BROWN WOOD SIDING: HORIZONTAL SHIP LAP COLOR: SHERWIN WILLIAMS SOLID STAIN "SW 3505 YANKEE BARN"WOOD AT ALL TRIM, BEAMS, POSTS,EXPOSED RAFTERS, SOFFITS, RAILINGS, AND FASCIAS:COLOR: SHERWIN WILLIAMS SOLID STAIN "SW 3507 RIVERWOOD"STUCCO SIDING:COLOR MATCH EL REY STANDARD COLOR "121 SANDALWOOD"STONE VENEER:RANDOM ASHLAR PATTERN MATCH GALLEGOS "54 HIGHLANDS BEAVER CREEK BLEND"CUT-STONE "SLOPED" CAP TO MATCH EXISTING KEYSTONE BLOCK WALLMATCH EXISTING WINDOW CLAD COLOR COOL GREY
NE
W
W
R
O
U
G
H
T
I
R
O
N
R
A
I
L
I
N
G
S
W
/
WO
O
D
P
O
S
T
S
A
N
D
C
A
P
NE
W
C
O
P
P
E
R
C
H
I
M
N
E
Y
C
A
P
NE
W
C
O
P
P
E
R
G
U
T
T
E
R
S
NEW COPPER GUTTERS
8' - 11"8' - 1"
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
UP
P
E
R
L
E
V
E
L
82
9
0
'
-
8
"
Pl
a
t
e
H
e
i
g
h
t
82
9
8
'
-
9
"
LO
W
E
R
L
E
V
E
L
82
7
2
'
-
6
1
/
2
"
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:01:09 AM
A0 COVER SHEET0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
NA
T
E
F
O
R
D
R
E
M
O
D
E
L
&
A
D
D
I
T
I
O
N
10
7
9
S
A
N
D
S
T
O
N
E
D
R
I
V
E
W
,
V
A
I
L
,
C
O
L
O
R
A
D
O
1
/
8
"
=
1
'
-
0
"
7
EL
E
V
A
T
I
O
N
-
N
O
R
T
H
-
C
O
L
O
R
1/8" = 1'-0"8ELEVATION - EAST - COLOR
1
/
8
"
=
1
'
-
0
"
9
EL
E
V
A
T
I
O
N
-
W
E
S
T
-
C
O
L
O
R
Design Review Staff Approval By Warren Campbell at 8:32 am, Jun 06, 2013
0.4719 ACRES
1079
(UNUSED)
S
2
1
°
5
7
'
0
3
"
W
6
0
.
9
7
'
S47°04'12"W 95.00'
S
3
1
°
0
2
'
0
9
"
W
2
8
.
0
9
'
40.26'
LOT
A-2
SANDSTONE DRIVE (60' R.O.W.)
LION'S RIDGE
LOOP (60' R.O.W.)
LOT A-3 W
LOT A-3 E
8310
830
0
8290
8280
8280
8300
8290
8270
UTILITY & DRAINAGE
EASEMENT
UTILITY & DRAINAGE
EASEMENT
ACCESS EASEMENT
S75°19'07"W 206.50'
S43°00'00"E 70.00'
S49°35'10"W 79.33'
N44°37'06"W 161.18'
AD
D
I
T
I
O
N
82
8
1
'
-
6
"
82
8
1
'
-
9
"
6'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
9
6
'
B.
O
.
W
A
L
L
=
8
2
9
0
'
BENCH
BL
E
N
D
B
O
U
L
D
E
R
WA
L
L
I
N
T
O
E
X
I
S
T
I
N
G
6'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
9
2
'
B.O
.
W
A
L
L
=
8
2
8
6
'
4'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
8
8
'
B.O
.
W
A
L
L
=
8
2
9
2
'
6'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
9
8
'
B.
O
.
W
A
L
L
=
8
2
9
2
'
82
9
0
'
-
8
"
2'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
9
8
'
B.
O
.
W
A
L
L
=
8
2
9
6
'
4'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
9
4
'
B.
O
.
W
A
L
L
=
8
2
9
0
'
6'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
8
8
'
B.
O
.
W
A
L
L
=
8
2
8
2
'
EX
I
S
T
I
N
G
T
R
E
E
S
EX
I
S
T
I
N
G
KE
Y
S
T
O
N
E
BL
O
C
K
W
A
L
L
EX
I
S
T
I
N
G
K
E
Y
S
T
O
N
E
B
L
O
C
K
W
A
L
L
NE
W
F
L
A
G
S
T
O
N
E
W
A
L
K
GA
S
FIR
E
LI
N
E
O
F
E
X
I
S
T
I
N
G
DE
C
K
T
O
B
E
RE
M
O
V
E
D
4'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
8
0
'
B.O
.
W
A
L
L
=
8
2
7
6
'
SU
N
K
E
N
HO
T
T
U
B
FL
A
G
S
T
O
N
E
PA
T
I
O
82
8
6
'
-
9
"
FL
A
G
S
T
O
N
E
PA
T
I
O
FL
A
G
S
T
O
N
E
PA
T
I
O
5'
H
E
I
G
H
T
S
T
O
N
E
W
A
L
L
:
T.O
.
W
A
L
L
=
8
2
8
6
'
-
9
"
B.
O
.
W
A
L
L
=
8
2
8
1
'
-
9
"
BU
I
L
T
-
I
N
BB
Q
NA
T
U
R
E
PA
T
H
NE
W
E
N
T
R
Y
S
T
A
I
R
S
6'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
9
4
'
B.
O
.
W
A
L
L
=
8
2
9
0
'
LI
M
I
T
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
F
E
N
C
I
N
G
IN
C
L
U
D
E
S
I
L
T
F
E
N
C
I
N
G
O
N
D
O
W
N
H
I
L
L
SI
D
E
F
O
R
E
R
O
S
I
O
N
C
O
N
T
R
O
L
LI
M
I
T
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
FE
N
C
I
N
G
T
O
F
O
L
L
O
W
PR
O
P
E
R
T
Y
L
I
N
E
KE
Y
S
T
O
N
E
B
L
O
C
K
W
A
L
L
T
O
B
E
RE
M
O
V
E
D
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
F
O
R
A
C
C
E
S
S
AN
D
R
E
B
U
I
L
T
A
T
E
N
D
O
F
CO
N
S
T
R
U
C
T
I
O
N
.
PR
I
M
A
R
Y
C
O
N
S
T
R
U
C
T
I
O
N
ST
A
G
I
N
G
A
R
E
A
6'
H
E
I
G
H
T
P
A
T
I
O
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
8
1
'
-
6
"
B.
O
.
W
A
L
L
=
8
2
7
5
'
-
6
"
3'
H
E
I
G
H
T
B
O
U
L
D
E
R
W
A
L
L
:
T.
O
.
W
A
L
L
=
8
2
7
4
'
B.O
.
W
A
L
L
=
8
2
7
1
'
NE
I
G
H
B
O
R
HO
U
S
E
NA
T
U
R
E
PA
T
H
3' - 0"11"
BU
I
L
T
-
I
N
S
T
O
N
E
BE
N
C
H
A
N
D
F
I
R
E
P
I
T
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
6/10/2013 11:36:22 AM
A1.1 SITE PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
1
"
=
1
0
'
-
0
"
1
SI
T
E
P
L
A
N
ZONING SUMMARYSingle Family Residence Owner: Nate Ford 1900 16th St Ste 1400 Denver, CO 80202-5255 303-579-7869 Location: 1079 Sandstone Drive #West, Vail, CO Lions Ridge Filing 1, Lot A-3W Parcel #2103-014-12-005PROJECT / CODE SUMMARY Class of Work: Renovation / Addition Type of Construction: Type V-N Type of Occupancy: R3 (single family)Levels: 2-story +basement
IN
S
U
L
A
T
I
O
N
S
U
M
M
A
R
Y
AL
L
M
I
N
I
M
U
M
I
N
S
U
L
A
T
I
O
N
V
A
L
U
E
S
F
R
O
M
I
R
C
2
0
1
2
RO
O
F
J
O
I
S
T
C
A
V
I
T
Y
=
R
-
6
7
N
O
N
-
V
E
N
T
E
D
(MIN. R-49)
EX
T
E
R
I
O
R
W
A
L
L
I
N
S
U
L
A
T
I
O
N
=
R
-
3
3
(MIN. R-20)
BA
S
E
M
E
N
T
W
A
L
L
I
N
S
U
L
A
T
I
O
N
=
R
-
2
1
(MIN. R-13)
SL
A
B
P
E
R
I
M
E
T
E
R
I
N
S
U
L
A
T
I
O
N
=
R
-
1
0
(MIN. R-10)
UN
D
E
R
-
S
L
A
B
I
N
S
U
L
A
T
I
O
N
=
R
-
1
0
(MIN. R-10)
WI
N
D
O
W
S
U
-
V
A
L
U
E
M
A
X
.
=
U
-
.
3
2
(MAX. U-.32)
IN
S
U
L
A
T
I
O
N
S
U
B
C
O
N
T
R
A
C
T
O
R
M
U
S
T
V
E
R
I
F
Y
T
H
A
T
R
-
V
A
L
U
E
S
O
F
P
R
O
P
R
I
E
T
A
R
Y
P
R
O
D
U
C
T
S
ME
E
T
O
R
E
X
C
E
E
D
T
H
E
R
-
V
A
L
U
E
S
L
I
S
T
E
D
A
B
O
V
E
A
N
D
T
H
A
T
I
N
S
T
A
L
L
A
T
I
O
N
P
E
R
F
O
R
M
E
D
P
E
R
MA
N
U
F
A
C
T
U
R
E
R
'
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
A
L
L
I
N
S
U
L
A
T
I
O
N
S
H
A
L
L
C
O
M
P
L
E
T
E
L
Y
F
I
L
L
S
T
U
D
/
J
O
I
S
T
SP
A
C
E
S
A
N
D
H
A
V
E
P
R
O
P
E
R
A
I
R
-
B
A
R
R
I
E
R
S
H
E
A
T
H
I
N
G
O
N
B
O
T
H
S
I
D
E
S
O
F
T
H
E
S
T
U
D
/
J
O
I
S
T
SP
A
C
E
S
.
LIGHTING SUMMARY EXTERIOR LIGHTING:(5) LIGHT FIXTURES SHOWN ON THE SITE PLAN STEEL PARTNERS - DARK SKY CERTIFIED OUTDOOR WALL LANTERN (SPI-DS9164) FINISH "RUST" LENS "AMBER MICA"SIZE: H-9.5", W - 9.5" PROJ. 11.5"INTERIOR LIGHTING:GENERAL CONTRACTOR TO MEET 2009 IRC REQUIREMENT SECTION N1104.1 LIGHTING EQUIPMENT:"A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.STRUCTURAL ENGINEERING INDEX A1COVER SHEET + DETAILS + GENERAL NOTES A2FOUNDATION PLAN + DETAILS A3MAIN FLOOR FRAMING PLAN + DETAILS A4UPPER FLOOR FRAMING PLAN + DETAILS S5ROOF FRAMING PLAN + DETAILS S6DETAILSSheet List Sheet NumberSheet Name A0COVER SHEET A1.1SITE PLAN A1.2LANDSCAPE PLAN A2.1LOWER LEVEL + AREA PLANS A2.2MAIN LEVEL FLOOR PLAN A2.3UPPER LEVEL FLOOR PLAN A2.4CONSTRUCTION DWGS & SCHEDULES A3.1NORTH & SOUTH ELEVATIONS A3.2EAST & WEST ELEVATIONS & CEILING A4.1BUILDING SECTIONS A4.2BUILDING SECTIONS A5.1DETAILS - GENERAL A5.2DETAILS - PATIO AND ENTRY
NA
T
E
F
O
R
D
R
E
M
O
D
E
L
10
7
9
S
A
N
D
S
T
O
N
E
D
R
I
V
E
W
,
V
A
I
L
,
C
O
L
O
R
A
D
O
VA
I
L
L
O
C
A
T
I
O
N
Zoning: RESIDENTIAL CLUSTER (RC) DISTRICT 2 HOUSES SHARE SINGLE LOT FOR CALCULATING ZONING LIMITATIONS Site Area: 2 Lots Combined = 41,120 s.f.Buildable Area:15, 588 s.f. (from old survey indicating 40% slopes)GRFA:West House GRFA = 1,975 s.f. (44%)East House GRFA = 2,496 s.f. (56%)Total Existing = 4,471 s.f.Allowed:5,611 s.f.(max 36% of “buildable area”)Existing:4,471 s.f. (both lots combined 1,975 s.f. + 2,496 s.f.)Available:1,140 s.f.Additional GRFA Proposed = 1,041 s.f.Site Coverage:Allowed:10,280 s.f.(max 25% of total site area)Existing:2,659 s.f. (both lots combined)Available:7,621 s.f.Additional Site Coverage Proposed = 520.5 s.f.Landscape and Site Development:Allowed:24,672 s.f. (min 60% of total site area)Existing:Not Known Parking:No change.Height:33 feet (conforming)GRFA SUMMARY GRFA CALCULATIONS INVOLVE BOTH SINGLE FAMILY HOUSES. A COMPLETE GRAPHICAL CALCULATION CAN BE FOUND ON GRFA SUMMARY DRAWING SET DATED 9-18-12 BY MARTIN MANLEY ARCHITECTS.
0.4719 ACRES
1079
(UNUSED)
S
2
1
°
5
7
'
0
3
"
W
6
0
.
9
7
'
S47°04'12"W 95.00'
S31°02'09"W 28.09'40.26'
LOT
A-2
SANDSTONE DRIVE (60' R.O.W.)
LION'S RIDGE
LOOP (60' R.O.W.)
LOT A-3 W
LOT A-3 E
0.3'
0.6'
0.5'0.5'
8310
8300 8290 8280
8280
8300
8290
8270
UTILITY & DRAINAGE
EASEMENT
UTILITY & DRAINAGEEASEMENT
ACCESS EASEMENT
S75°19'07"W 206.50'
S43°00'00"E 70.00'
S49°35'10"W 79.33'
N44°37'06"W 161.18'
AD
D
I
T
I
O
N
82
8
1
'
-
6
"
82
8
1
'
-
9
"
BE
N
C
H
82
9
0
'
-
8
"
EXISTING TREES
EX
I
S
T
I
N
G
K
E
Y
S
T
O
N
E
B
L
O
C
K
W
A
L
L
NE
W
F
L
A
G
S
T
O
N
E
W
A
L
K
GA
S
FI
R
E
SU
N
K
E
N
HO
T
T
U
B
FL
A
G
S
T
O
N
E
PA
T
I
O
82
8
6
'
-
9
"
FL
A
G
S
T
O
N
E
PA
T
I
O
FL
A
G
S
T
O
N
E
PA
T
I
O
BU
I
L
T
-
I
N
BB
Q
NA
T
U
R
E
PA
T
H
NE
W
E
N
T
R
Y
S
T
A
I
R
S
LA
N
D
S
C
A
P
E
L
E
G
E
N
D
SY
M
B
O
L
NA
M
E
SIZEQUANTITY
CO
L
O
R
A
D
O
B
L
U
E
S
P
R
U
C
E
(P
I
C
E
A
P
U
N
G
E
N
S
)
6' - 8' TALL3
A
QU
A
K
I
N
G
A
S
P
E
N
(P
O
P
U
L
U
S
T
R
E
M
U
L
O
I
D
E
S
)
2" - 3" CAL.9
B
FL
O
W
E
R
I
N
G
C
R
A
B
A
P
P
L
E
(M
A
L
U
S
S
P
P
.
)
3" CAL.1
C
WE
S
T
E
R
N
S
A
N
D
C
H
E
R
R
Y
(P
R
U
N
U
S
B
E
S
S
E
Y
I
)
5 GALLON5
D
VA
N
H
O
U
T
T
E
S
P
I
R
E
A
(S
P
I
R
E
A
V
A
N
H
O
U
T
T
E
)
5 GALLON5
E
LI
L
A
C
F
R
A
G
R
A
N
T
(S
Y
R
I
N
G
A
V
U
L
G
A
R
I
S
)
5 GALLON5
F
SN
O
W
B
E
R
R
Y
(S
Y
M
P
H
O
R
I
C
A
R
P
O
S
A
L
B
U
S
)
5 GALLON5
G
NA
T
U
R
A
L
G
R
A
S
S
E
S
AREA = 440 S.F.LANDSCAPE NOTE:ALL DISTURBED AREAS SHALL RECIEVE REVEGETATION SEEDING WITH NATURAL GRASSES AND WILDFLOWER SEED MIX.IRRIGATION NOTE:ALL AREAS OF NEW SOD TO RECIEVE SPRAY IRRIGATION.ALL AREAS OF GROUND COVER AND TREE/SHRUB PLANGINGS TO RECEIVE UNDER-GROUND DRIP IRRIGATION.ALL IRRIGATION SYSTEMS TO BE DESIGNED BY A LANDSCAPE CONTRACTOR AND SUBMITTED TO THE ARCHITECT AND/OR OWNER FOR APPROVAL PRIOR TO INSTALLATION.RAIN SENSOR NOTE:THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR.EROSION CONTROL NOTE:ALL DISTURBED AREAS WITHOUT FORMAL LANDSCAPING TO RECIEVE REVEGETATION SEEDING.EROSION CONTROL SHALL BE MAINTAINED BY PLACEMENT OF HAY BAILS AND SILT FENCING ON DOWNSLOPE SIDE OF LOT AND IN DRAINAGE SWALES.
(N
O
T
E
:
R
E
P
L
A
N
T
3
E
X
I
S
T
I
N
G
S
P
R
U
C
E
T
R
E
E
S
)
A B C D E F G
A
A
A
B
B
B B
B
B
B
B
B
C D
D
D
D
E
E
E
E
F
F
F
F
G
G
G
G
G
D
F
E
NA
T
U
R
A
L
GR
A
S
S
E
S
LI
M
I
T
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
F
E
N
C
I
N
G
IN
C
L
U
D
E
S
I
L
T
F
E
N
C
I
N
G
O
N
D
O
W
N
H
I
L
L
SID
E
F
O
R
E
R
O
S
I
O
N
C
O
N
T
R
O
L
LIMITS OF CONSTRUCTION FENCING TO FOLLOW PROPERTY LINE KEYSTONE BLOCK WALL TO BE REMOVED DURING CONSTRUCTION FOR ACCESS AND REBUILT AT END OF CONSTRUCTION.PRIMARY CONSTRUCTION STAGING AREA970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:01:26 AM
A1.2 LANDSCAPE PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
1
"
=
1
0
'
-
0
"
1
LA
N
D
S
C
A
P
E
P
L
A
N
De
s
i
g
n
R
e
v
i
e
w
St
a
f
f
A
p
p
r
o
v
a
l
By
Wa
r
r
e
n
Ca
m
p
b
e
l
l
at
8:
3
1
am
,
Ju
n
06
,
20
1
3
DN
DN
A3
.
1
A3
.
1
A3.21
21
21' - 6"
52
'
-
0
"
2 A4.11A4.2
2 A4
.
2
3 A4.1
4 A4
.
1
3' - 0"
12' - 1"
1 A4.1
5'
-
6
"
26
'
-
0
"
26' - 0"
10' - 3"11' - 3"
EXISTING 6' HEIGHT KEYSTONE BLOCK WALL EXISTING SLOPING DRIVEWAYNEW FLAGSTONE WALKNEW 2' HEIGHT STONE RETAINING WALL & PLANTER - STONE VENEER OVER CURVING CMU BLOCK WALL
NE
W
2
'
H
E
I
G
H
T
S
T
O
N
E
R
E
T
A
I
N
I
N
G
WA
L
L
&
P
L
A
N
T
E
R
EN
T
R
Y
VE
S
T
I
B
U
L
E
COATSDN
.
UP
BA
T
H
1
BE
D
R
O
O
M
1
EX
P
A
N
D
E
D
ME
C
H
R
O
O
M
2-CAR GARAGE
NE
W
S
T
O
N
E
WA
L
L
A
T
D
E
C
K
AB
O
V
E
EXISTING KEYSTONE BLOCK WALL - 6' HEIGHT
WR
O
U
G
H
T
-
I
R
O
N
R
A
I
L
I
N
G
FR
O
N
T
L
A
N
D
I
N
G
:
2"
F
L
A
G
S
T
O
N
E
O
V
E
R
3
"
CO
N
C
R
E
T
E
O
V
E
R
P
L
Y
.
OV
E
R
2
X
8
J
O
I
S
T
S
NE
W
S
T
O
N
E
T
A
P
E
R
E
D
C
O
L
U
M
N
NEW STONE TAPERED COLUMN NEW FLAGSTONE STEPS 4 RISERS @ 6"EXISTING ASPHALT DRIVEWAY NEW STONE WAINSCOT W/ CUT SANDSTONE SLOPED CAP
CA
N
T
I
L
E
V
E
R
L
A
N
D
I
N
G
B
A
L
C
O
N
Y
4 A4
.
2
------
3 A4.2 8
7 1
----
2 A5
.
2
3 A5
.
2
4 A5
.
2
NE
W
S
L
A
B
O
N
G
R
A
D
E
1 A5
.
2
5 A5.2
FR
O
N
T
P
O
R
C
H
:
2"
F
L
A
G
S
T
O
N
E
O
V
E
R
3
"
CO
N
C
R
E
T
E
O
V
E
R
P
L
Y
.
OV
E
R
2
X
8
J
O
I
S
T
S
6 A5
.
2
10
1
10
6
10
5
7 A2
.
4
5 A4
.
2
SD CMSMOKE DETECTOR CARBON MONOXIDE DETECTORSYMBOL LEGEND FCEILING FAN
SD
SD CM
REPLACE AND UPGRADE EXISTING FORCED AIR HEATING SYSTEM
2'
-
1
0
5
/
8
"
6' - 3 3/4"
RC-23
RC
-
2
2 RC
-
2
1
61
9
.
5
S
F
EX
I
S
T
I
N
G
L
O
W
E
R
L
E
V
E
L
48
2
S
F
GA
R
A
G
E
51
9
.
3
S
F
NE
W
M
A
I
N
L
E
V
E
L
11
5
0
.
6
S
F
EX
I
S
T
I
N
G
M
A
I
N
L
E
V
E
L
29
'
-
0
"
18' - 0 1/8"
52
0
.
2
S
F
NE
W
U
P
P
E
R
L
E
V
E
L
59
4
.
4
S
F
EX
I
S
T
I
N
G
U
P
P
E
R
L
E
V
E
L
AR
E
A
O
F
V
A
U
L
T
E
D
C
E
I
L
I
N
G
O
V
E
R
1
6
'
H
E
I
G
H
T
=
7
6
S
Q
.
F
T
.
18' - 0 5/8"
29
'
-
0
"
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:01:29 AM
A2.1 LOWER LEVEL + AREA PLANS0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1/4" = 1'-0"1LOWER LEVEL
1
/
8
"
=
1
'
-
0
"
2
LO
W
E
R
L
E
V
E
L
1
/
8
"
=
1
'
-
0
"
3
MA
I
N
L
E
V
E
L
1
/
8
"
=
1
'
-
0
"
4
UP
P
E
R
L
E
V
E
L
AR
E
A
S
C
H
E
D
U
L
E
-
E
X
I
S
T
I
N
G
Na
m
e
A
r
e
a
EX
I
S
T
I
N
G
L
O
W
E
R
L
E
V
E
L
6
1
9
.
5
S
F
EX
I
S
T
I
N
G
M
A
I
N
L
E
V
E
L
1
1
5
0
.
6
S
F
EX
I
S
T
I
N
G
U
P
P
E
R
L
E
V
E
L
5
9
4
.
4
S
F
Gr
a
n
d
t
o
t
a
l
:
3
2
3
6
4
.
6
S
F
AR
E
A
S
C
H
E
D
U
L
E
-
G
A
R
A
G
E
Na
m
e
A
r
e
a
GA
R
A
G
E
4
8
2
S
F
Gr
a
n
d
t
o
t
a
l
:
1
4
8
2
S
F
AR
E
A
S
C
H
E
D
U
L
E
-
N
E
W
Na
m
e
A
r
e
a
NE
W
M
A
I
N
L
E
V
E
L
5
1
9
.
3
S
F
NE
W
U
P
P
E
R
L
E
V
E
L
5
2
0
.
2
S
F
Gr
a
n
d
t
o
t
a
l
:
2
1
0
3
9
.
5
S
F
AR
E
A
S
C
H
E
D
U
L
E
-
A
L
L
Na
m
e
A
r
e
a
EX
I
S
T
I
N
G
L
O
W
E
R
L
E
V
E
L
6
1
9
.
5
S
F
EX
I
S
T
I
N
G
M
A
I
N
L
E
V
E
L
1
1
5
0
.
6
S
F
EX
I
S
T
I
N
G
U
P
P
E
R
L
E
V
E
L
5
9
4
.
4
S
F
NE
W
M
A
I
N
L
E
V
E
L
5
1
9
.
3
S
F
NE
W
U
P
P
E
R
L
E
V
E
L
5
2
0
.
2
S
F
Gr
a
n
d
t
o
t
a
l
:
5
3
4
0
4
.
1
S
F
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
N
O
T
E
:
TH
E
S
E
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
I
N
C
L
U
D
I
N
G
A
R
C
H
I
T
E
C
T
U
R
A
L
S
H
E
E
T
S
H
A
V
E
BEEN PREPARED IN RESPONSE TO THE SPECIFIC BASIC SERVICES REQUESTED
BY
T
H
E
O
W
N
E
R
C
O
N
T
E
M
P
L
A
T
I
N
G
C
O
N
T
I
N
UE
D
I
N
V
O
L
V
E
M
E
N
T
,
S
E
L
E
C
T
I
O
N
S
A
N
D
DECISION MAKING BY THE GENERAL CONTRACTOR AND OWNER THROUGH
CO
M
P
L
E
T
I
O
N
O
F
C
O
N
S
T
R
U
C
T
I
O
N
.
TH
E
S
E
D
O
C
U
M
E
N
T
S
I
N
D
I
C
A
T
E
T
H
E
S
C
O
P
E
O
F
A
R
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
C
O
N
C
E
P
T
S
A
P
P
R
O
V
E
D
B
Y
T
H
E
O
W
N
E
R
A
N
D
I
N
C
L
U
D
E
D
I
M
E
N
S
I
O
N
S
O
F
T
H
E
B
U
I
L
D
I
N
G, THE
TY
P
E
S
O
F
S
T
R
U
C
T
U
R
A
L
S
Y
S
T
E
M
S
A
N
D
A
N
O
U
T
L
I
N
E
O
F
T
H
E
A
R
C
H
I
T
E
C
TURAL AND STRUCTURAL ENGINEERING ELEMENTS OF CONSTRUCTION.
TH
E
S
E
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
P
R
O
V
I
D
E
T
H
E
S
C
OP
E
O
F
S
E
R
V
I
C
E
S
A
S
O
U
T
L
I
N
E
D
I
N
T
H
E
A
G
R
E
E
M
ENT FOR ARCHITECTURAL SERVICES AND THEREFORE DO
NO
T
N
E
C
E
S
S
A
R
I
L
Y
I
N
D
I
C
A
T
E
O
R
D
E
S
C
R
I
B
E
A
L
L
M
A
T
E
R
I
A
L
S
R
E
Q
U
I
R
E
D
F
O
R
F
U
L
L
P
E
R
F
O
R
M
A
N
C
E
A
N
D
C
O
M
P
L
E
T
I
O
N
O
F
T
H
E
W
O
R
K
.
IT
I
S
T
H
E
U
N
D
E
R
S
T
A
N
D
I
N
G
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
N
D
E
N
G
I
N
E
E
R
T
H
A
T
T
H
E GENERAL CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER
CO
M
P
L
E
T
I
O
N
O
F
T
H
E
W
O
R
K
A
N
D
T
H
A
T
T
H
E
W
O
R
K
S
H
A
L
L
B
E
O
F
S
O
U
N
D
A
N
D QUALITY CONSTRUCTION IN ACCORDANCE WITH INDUSTRY STANDARDS AND ALL
MA
N
U
F
A
C
T
U
R
E
R
S
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
I
N
S
T
R
U
C
T
I
O
N
S
,
A
N
D
W
A
R
R
A
N
T
Y
R
E
Q
U
I
R
E
M
E
N
T
S
.
TH
E
C
O
N
T
R
A
C
T
O
R
,
B
A
S
E
D
O
N
T
H
E
F
O
R
E
G
O
I
N
G
,
S
H
A
L
L
P
R
E
P
A
R
E
F
O
R
O
W
N
E
R
R
EVIEW A REALISTIC BUDGET WITH A LATITUDE OF PRICES BASED ON
AS
S
U
M
P
T
I
O
N
S
O
F
S
C
O
P
E
O
F
W
O
R
K
AN
D
O
W
N
E
R
P
R
O
D
U
C
T
S
E
L
E
C
T
I
O
N
S
.
CO
N
T
R
A
C
T
O
R
'
S
R
E
SP
O
N
S
I
B
I
L
I
T
I
E
S
:
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
FI
E
L
D
V
E
R
I
F
Y
I
N
G
A
L
L
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
,
CONSTRUCTION DOCUMENTS, STRUCTURAL DOCUMENTS,
MU
N
I
C
I
P
A
L
A
N
D
/
O
R
C
O
U
N
T
Y
Z
O
N
I
N
G
C
O
DE
S
,
P
E
R
T
I
N
E
N
T
I
R
C
2
0
0
6
C
O
D
E
R
E
Q
U
I
R
EMENTS, AND GENERAL SPECIFICATIONS.
TH
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
L
L
M
E
C
H
A
N
I
C
A
L
A
N
D
E
L
E
C
T
R
ICAL ENGINEERING, DESIGN, SPECIFICATIONS AND DRAWINGS AS REQUIRED
FO
R
B
U
I
L
D
I
N
G
P
E
R
M
I
T
A
N
D
A
P
P
R
O
VA
L
B
Y
O
W
N
E
R
A
N
D
A
R
C
H
I
T
E
C
T
.
CO
P
Y
R
I
G
H
T
R
E
S
E
R
V
A
T
I
O
N
:
TH
E
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
EN
T
S
P
R
E
P
A
R
E
D
B
Y
T
H
E
A
R
C
H
I
T
E
C
T
F
O
R
T
H
I
S
PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE
FO
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
I
S
P
R
O
J
E
C
T
A
N
D
,
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
S
H
A
L
L
B
E
D
E
E
M
E
D
T
H
E
S
O
L
E
A
ND
EX
C
L
U
S
I
V
E
A
U
T
H
O
R
O
F
T
H
E
S
E
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
MITATION, ALL RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON, WHETHER
HA
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
H
E
R
E
O
F
O
R
O
T
H
E
R
W
I
S
E
,
S
H
A
L
L
EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO THIS
PR
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
T
H
I
S
P
R
O
J
E
C
T
B
Y
O
T
H
E
R
S
,
U
N
L
E
S
S
WITH THE PRIOR EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON
AP
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
SATISFACTORY TO THE ARCHITECT. THE ARCHITECT EXPRESSLY CLAIMS ALL
PR
O
P
R
I
E
T
A
R
Y
R
I
G
H
T
S
I
N
T
H
E
M
A
T
E
R
I
A
L
W
H
I
C
H
I
S
I
S
S
U
E
D
I
N
C
O
N
F
I
D
E
N
C
E
FOR DESIGN AND/OR CONSTRUCTION PURPOSES OF THIS PROJECT AS NOTED. THESE
MA
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
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
ARCHITECT. Design Review Staff Approval By Warren Campbell at 8:31 am, Jun 06, 2013
UP
A3
.
1
A3
.
1
A3.21
A3
.
2
21
2
2 A4.11A4.2
2 A4
.
2
3 A4.1
4 A4
.
1
10
'
-
0
"
16
'
-
0
"
18' - 0 1/8"13' - 0"
EN
T
E
R
T
A
I
N
M
E
N
T
1 A4.1
KI
T
C
H
E
N
LI
V
I
N
G
R
O
O
M
BEDROOM 2DINING PATIO
SU
N
S
E
T
P
A
T
I
O
BATH 2
SU
N
K
E
N
H
O
T
T
U
B
:
AL
L
R
A
I
L
I
N
G
S
T
O
B
E
R
E
P
L
A
C
E
D
DN
NE
W
W
I
N
D
O
W
AB
O
V
E
B
U
I
L
T
-
I
N
S
EX
I
S
T
I
N
G
G
A
S
FI
R
E
P
L
A
C
E
REPLACE WALL W/TIMBER BRACKET
RE
P
L
A
C
E
W
A
L
L
W
/
TIM
B
E
R
B
R
A
C
K
E
T
EX
I
S
T
I
N
G
B
A
L
C
O
N
Y
EXISTING BALCONY
4 A4
.
2
--
13' - 0"
-
BU
I
L
T
-
I
N
B
B
Q
B
E
N
C
H
NA
T
U
R
E
PA
T
H
6' - 0"5' - 9 3/8"1 A5.1
5' - 0"8' - 1 3/8"
WET BAR &WINE DINING ROOM 8' - 3 3/4"NEW POWDER
BB
Q
P
A
T
I
O
8' x 3'-6"TABLE
13' - 2 3/8"
16
'
-
9
1
/
2
"
10' - 10"
3' - 9 1/2"
3'
-
7
1
/
2
"
5'
-
6
"
2'
-
8
"
5'
-
0
"
5 1
/
2
"
NE
W
S
T
O
N
E
SU
R
R
O
U
N
D
10
1
/
2
"
6'
-
7
1
/
2
"
3'
-
1
0
1
/
2
"
2' - 0"
9 5/8"6' - 2 3/8"3' - 9 5/8"2' - 0"
3 A4.2
9
8
7 1
SL
I
D
I
N
G
D
O
O
R
S
GA
S
F
I
R
E
P
L
A
C
E
A
N
D
EN
T
E
R
T
A
I
N
M
E
N
T
B
U
I
L
T
-
I
N
S
T
O
B
E
DE
S
I
G
N
E
D
RENOVATED
29
'
-
0
"
3' - 6 1/2"
2' - 1"
8' - 0"4' - 4 1/2"
5' - 11 1/2"2' - 3"8' - 0"1' - 9 5/8"
13
'
-
1
"
2 A5
.
2
3' - 0"3'
-
8
"
3 A5
.
2
4 A5
.
2
8"8' - 8"1' - 10 1/2"
21
'
-
7
1
/
2
"
8"
6'
-
4
"
8"
7'
-
1
1
"
3'
-
7
1
/
2
"
2'
-
5
"
HO
T
S
P
R
I
N
G
G
R
A
N
D
D
M
O
D
E
L
(O
R
E
Q
U
A
L
)
8
'
-
4
"
X
7
'
-
7
"
38
"
H
E
I
G
H
T
S
L
O
P
E
S
U
R
F
A
C
E
T
O
D
R
AI
N
1/
8
" /
F
T
.
82
8
1
'
-
6
"
2"
F
L
A
G
S
T
O
N
E
T
O
P
P
I
N
G
OV
E
R
4
"
C
O
N
C
.
S
L
A
B
O
N
GR
A
D
E
.
2' - 0"4' - 8"2' - 0"
CO
M
P
O
S
I
T
E
DE
C
K
I
N
G
P
A
L
A
T
T
E
S
CE
N
T
E
R
S
E
C
T
I
O
N
RE
M
O
V
A
B
L
E
BU
I
L
T
-
I
N
S
T
O
N
E
B
E
N
C
H
BU
I
L
T
-
I
N
S
T
O
N
E
F
I
R
E
P
I
T
10
5
10
6
10
7
102101102
10
3
107 109108
RA
D
O
N
M
I
T
I
G
A
T
I
O
N
F
L
U
E
PR
O
V
I
D
E
A
C
C
E
S
S
P
A
N
E
L
A
N
D
E
L
E
C
.
HO
O
K
U
P
S
F
O
R
F
U
T
U
R
E
F
A
N
.
7 A2
.
4
GA
S
A
P
P
L
I
A
N
C
E
F
I
R
E
P
L
A
C
E
,
S
E
A
L
E
D
U
N
I
T
MO
D
E
L
T
O
B
E
S
E
L
E
C
T
E
D
B
Y
O
W
N
E
R
VE
N
T
T
H
R
U
E
X
T
E
R
I
O
R
W
A
L
L
SD CMSMOKE DETECTOR CARBON MONOXIDE DETECTORSYMBOL LEGEND
WA
L
L
M
O
U
N
T
E
D
H
O
O
D
SP
E
C
S
:
3
0
0
C
F
M
(V
E
N
T
-
A
-
H
O
O
D
N
P
H
1
8
-
1
3
6
H
OR
E
Q
U
A
L
)
.
5 A4
.
2
CM SDSD
SD
FCEILING FANFF
CA
N
T
I
L
E
V
E
R
LA
N
D
I
N
G
RC-23
RC
-
2
2 RC
-
2
1
RC
-
2
4
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:01:38 AM
A2.2 MAIN LEVEL FLOOR PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
1
/
4
"
=
1
'
-
0
"
1
MA
I
N
L
E
V
E
L
Design Review Staff Approval By Warren Campbell at 8:31 am, Jun 06, 2013
UP
W
1 A5
.
2
5 A5
.
2
FR
O
N
T
L
A
N
D
I
N
G
:
2"
F
L
A
G
S
T
O
N
E
O
V
E
R
3
"
CO
N
C
R
E
T
E
O
V
E
R
P
L
Y
.
OV
E
R
2
X
8
J
O
I
S
T
S
FR
O
N
T
P
O
R
C
H
:
2"
F
L
A
G
S
T
O
N
E
O
V
E
R
3
"
CO
N
C
R
E
T
E
O
V
E
R
P
L
Y
.
OV
E
R
2
X
8
J
O
I
S
T
S
7'
-
1
0
"
8"
2'
-
8
1
/
4
"
8"
1'
-
6
"
1'
-
6
"
3' - 5"1' - 6"4' - 0"8"
6 A5
.
2
2 A5.2 3 A5.2 4 A5.2HOT TUB OUTLINE 7'-7" X 8'-4"6"8"2"8' - 4"2"8"2"7' - 7"2"3' - 7 1/2"8"1' - 2 1/2"
6"
8"6' - 4"
11' - 2 1/2"
8"4' - 2"8"4' - 6"1' - 2 1/2"
3' - 6 1/2"3' - 8"10' - 9 1/2"18' - 0"13' - 1"6' HEIGHT RETAINING WALL 6" STONE VENEER OVER CONC. WALL SLOPE TOP OF WALL 3'0" TO 6'0"6' HEIGHT RETAINING WALL 6" STONE VENEER OVER CONC. WALLSUNKEN SLAB W/SLOPE TO DRAIN REMOVABLE DECKING PALETTEON-GRADE PATIO:2"(MAX WIDTH) FLAGSTONE OVER 4" CONC. SLAB W/ WELDED WIRE FABRIC REINFORCING 13' - 11 1/2"8' - 8"D 2' - 5"8281' - 6"8281' - 6"8281' - 6"8281' - 4"
9' - 8 3/1 6"
7' - 5 1/4"
3'
-
7
3
/
8
"
19' - 9 1/4"
5' - 5 3/16"BUILT-IN STONE BENCH BUILT-IN GAS FIRE-PIT RE: DETAIL 5 A4.2
RE
M
O
V
E
W
/
D
RE
M
O
V
E
W
A
L
L
/
D
O
O
R
NE
W
D
B
L
.
D
O
O
R
NE
W
W
A
L
L
S
(
T
Y
P
)
EX
I
S
T
I
N
G
W
A
L
L
(
T
Y
P
)
DE
M
O
W
A
L
L
(
T
Y
P
)
RE
M
O
V
E
D
E
C
K
&
S
T
A
I
R
RE
P
L
A
C
E
T
I
M
B
E
R
R
E
T
A
I
N
I
N
G
WA
L
L
/
C
M
U
/
S
T
O
N
E
W
A
L
L
RE
P
L
A
C
E
F
R
O
N
T
D
O
O
R
NE
W
W
I
N
D
O
W
T
R
I
M
(
T
Y
P
)
NE
W
G
A
R
A
G
E
D
O
O
R
NE
W
W
A
T
E
R
H
E
A
T
E
R
RE
M
O
V
E
R
O
O
F
RE
M
O
V
E
O
L
D
D
E
C
K
RE
P
L
A
C
E
W
I
N
D
O
W
S
RE
M
O
V
E
S
T
A
I
R
S
RE
M
O
V
E
E
X
I
S
T
I
N
G
BA
Y
W
I
N
D
O
W
VE
R
I
F
Y
M
E
C
H
C
H
A
S
E
RE
P
L
A
C
E
F
I
R
E
P
L
A
C
E
NE
W
W
I
N
D
O
W
EX
I
S
T
I
N
G
W
A
L
L
TO
R
E
M
A
I
N
NE
W
A
N
D
M
O
V
E
D
W
I
N
D
O
W
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
UP
P
E
R
L
E
V
E
L
82
9
0
'
-
8
"
Pl
a
t
e
H
e
i
g
h
t
82
9
8
'
-
9
"
IN
S
T
A
L
L
9
0
D
E
G
R
E
E
F
I
TT
I
N
G
A
N
D
4
F
T
.
T
A
I
L
OF
4
I
N
.
D
R
A
I
N
T
I
L
E
E
M
B
E
D
D
E
D
I
N
F
R
E
E
DR
A
I
N
I
N
G
G
R
A
V
E
L
.
NO
T
E
:
A
L
L
C
O
N
T
R
O
L
J
O
I
N
T
S
,
I
S
O
L
O
A
T
I
O
N
J
O
I
N
T
S
,
C
O
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
S
A
N
D
A
N
Y
O
T
H
E
R
JO
I
N
T
S
I
N
T
H
E
C
O
N
C
R
E
T
E
D
S
L
A
B
S
,
O
R
B
E
T
W
E
E
N
S
L
A
B
S
A
N
D
F
O
U
N
D
A
T
I
O
N
W
A
L
L
S
S
H
A
L
L
B
E
SE
A
L
E
D
W
I
T
H
A
C
A
U
L
K
O
R
S
E
A
L
E
A
N
T
.
G
A
P
S
A
N
D
J
O
I
N
T
S
S
H
A
L
L
B
E
C
L
E
A
R
E
D
O
F
L
O
O
S
E
MA
T
E
R
I
A
L
A
N
D
F
I
L
L
E
D
W
I
T
H
P
O
L
Y
U
E
R
E
T
H
A
N
E
C
A
U
L
K
O
R
O
T
H
E
R
E
L
A
S
T
O
M
E
R
I
C
S
E
A
L
A
N
T
AP
P
L
I
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
M
A
N
U
F
A
C
T
U
R
E
R'S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
.
RO
U
T
E
4
"
A
B
S
,
P
V
C
,
O
R
E
Q
U
I
V
I
L
E
N
T
G
A
S
-
T
I
G
H
T
,
S
U
B
S
L
A
B
P
A
S
S
I
V
E
SL
A
B
D
E
P
R
E
S
S
U
R
I
Z
A
T
I
O
N
V
E
N
T
F
R
O
M
B
A
S
E
M
E
N
T
T
O
R
O
O
F
TH
R
O
U
G
H
I
N
T
E
R
I
O
R
W
A
L
L
S
(
S
E
E
R
A
D
O
N
P
L
A
N
S
)
.
AL
L
O
W
F
O
R
T
H
E
F
U
T
U
R
E
I
N
S
T
A
L
L
A
T
I
O
N
O
F
A
N
I
N
-
L
I
N
E
F
A
N
.
PR
O
V
I
D
E
A
1
1
0
V
O
L
T
R
E
C
E
P
T
A
C
LE
A
T
T
H
E
F
A
N
L
O
C
A
T
I
O
N
.
PL
A
C
E
L
A
B
E
L
S
O
N
V
E
N
T
A
T
E
A
C
H
L
E
V
E
L
:
"
R
A
D
O
N
M
I
T
I
G
A
T
I
O
N
SY
S
T
E
M
"
.
EX
T
E
N
D
V
E
N
T
P
I
P
E
1
2
"
A
B
O
V
E
R
O
O
F
.
FAN
IN
S
T
A
L
L
R
A
D
O
N
S
E
N
S
O
R
A
T
L
O
W
E
S
T
L
E
V
E
L
6'
-
8
"
1'
-
0
"
6'
-
8
"
1' - 6"
4' - 10"
6
12
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
6/10/2013 11:36:43 AM
A2.4 CONSTRUCTION DWGS &SCHEDULES0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
1
/
4
"
=
1
'
-
0
"
1
EN
T
R
Y
P
O
R
C
H
C
O
N
S
T
R
U
C
T
I
O
N
P
L
A
N
1/4" = 1'-0"2PATIO FOUNDATION PLAN
1
/
8
"
=
1
'
-
0
"
3
EX
I
S
T
I
N
G
L
O
W
E
R
L
E
V
E
L
1
/
8
"
=
1
'
-
0
"
4
EX
I
S
T
I
N
G
M
A
I
N
L
E
V
E
L
1
/
8
"
=
1
'
-
0
"
5
EX
I
S
T
I
N
G
U
P
P
E
R
L
E
V
E
L
Door Schedule MarkFamilyWidthHeightComments 101Single-Raised Panel with wide Sidelights3' - 6"8' - 0"FRONT DOOR + SIDELITES 102Sliding-2 panel18' - 0"6' - 8"EXTERIOR GLASS 103Sliding-2 panel18' - 0"6' - 8"EXTERIOR GLASS 104Double-Glass 2 NO MULLIONS6' - 0"8' - 0"EXTERIOR GLASS 105Single-Flush13' - 0"6' - 8"GARAGE DOOR 106Flush_Double_Door_-_Adj_Swing_14' - 0"6' - 8"108Single-Flush12' - 6"6' - 8"110Single-Flush3' - 0"7' - 0"111Single-Flush2' - 8"7' - 0"112Door-Adjustable_22372' - 8"7' - 0"113Single-Flush2' - 6"7' - 0"114Double-Panel 45 OPEN4' - 0"7' - 6"115Single-Flush2' - 6"7' - 0"116Single-Flush2' - 6"7' - 0"117Single-Flush2' - 0"6' - 8"118Door-Adjustable_22372' - 0"7' - 0"Grand total: 16Window Schedule
Ma
r
k
T
y
p
e
M
a
r
k
W
i
n
d
o
w
T
y
p
e
W
i
d
t
h
H
e
i
g
h
t
Head HeightCommentsType Comments
10
1
A
C
l
a
d
U
l
t
i
m
a
t
e
C
a
s
e
m
e
n
t
2
'
- 0"4' - 0"8' - 0"U-Value .32 max SHGC .48 max
10
2
A
C
l
a
d
U
l
t
i
m
a
t
e
C
a
s
e
m
e
n
t
2
'
-
0"4' - 0"8' - 0"RE-USE EXISTINGU-Value .32 max SHGC .48 max
10
3
B
A
w
n
i
n
g
3
'
-
0
"
2
'
-
0
"
9
'
-
0
"
U-Value .32 max SHGC .48 max
10
4
B
A
w
n
i
n
g
3
'
-
0
"
2
'
-
0
"
9
'
-
0
"
U-Value .32 max SHGC .48 max
10
5
C
C
l
a
d
U
l
t
i
m
a
t
e
C
a
s
e
m
e
n
t
2
'
-
0"3' - 4"6' - 8"REPLACEMENTU-Value .32 max SHGC .48 max
10
6
C
C
l
a
d
U
l
t
i
m
a
t
e
C
a
s
e
m
e
n
t
2
'
-
0"3' - 4"6' - 8"REPLACEMENTU-Value .32 max SHGC .48 max
10
7
C
C
l
a
d
U
l
t
i
m
a
t
e
C
a
s
e
m
e
n
t
2
'
-
0"3' - 4"6' - 8"REPLACEMENTU-Value .32 max SHGC .48 max
10
8
D
C
l
a
d
U
l
t
i
m
a
t
e
C
a
s
e
m
e
n
t
P
i
c
t
ur
e
U
n
i
t
6
'
-
0
"
2
'
-
0
"
6
'
-
6
"
U-Value .32 max SHGC .48 max
Gr
a
n
d
t
o
t
a
l
:
8
WI
N
D
O
W
N
O
T
E
S
:
1.
"
S
I
E
R
R
A
P
A
C
I
F
I
C
"
O
R
E
Q
U
A
L
-
L
O
W-
E
,
A
L
U
M
I
N
U
M
C
L
A
D
W
O
O
D
W
I
N
D
O
W
S
.
2.
U
V
A
L
U
E
S
A
N
D
S
H
G
C
V
A
L
U
E
S
C
O
M
P
LY
W
I
T
H
I
E
C
C
2
0
12 REQUIREMENTS.
3.
A
N
Y
W
I
N
D
O
W
S
W
H
I
C
H
D
O
N
O
T
M
E
E
T
T
H
E
M
A
X
V
A
L
U
E
L
I
S
T
E
D
M
U
S
T
B
E
B
R
OUGHT TO THE ATTENTION OF THE ARCHITECT.DOOR AND HARDWARE SELECTIONS BY OWNER
1
/
4
"
=
1
'
-
0
"
6
FI
R
E
P
I
T
D
E
T
A
I
L
1
/
4
"
=
1
'
-
0
"
7
RA
D
O
N
M
I
T
I
G
A
T
I
O
N
D
E
T
A
I
L
1
/
4
"
=
1
'
-
0
"
8
TR
A
P
E
Z
O
I
D
W
I
N
D
O
W
S
SE
E
T
R
A
P
E
Z
O
I
D
D
I
A
G
R
A
M
S
F
O
R
A
L
L
TR
A
P
E
Z
O
I
D
W
I
N
D
O
W
S
DN
W
DN
2 A4.11A4.2
2 A4
.
2
3 A4.14A4.1 6' - 0"6' - 0"1 A4.1
GU
E
S
T
BE
D
R
O
O
M
GUEST BATH MASTER BEDROOMMASTERBATHHALLVESTIBULEM. CLOSET18' - 0 5/8"29' - 0"
15' - 1"
4' - 6"
15
'
-
4
3
/
4
"
BALCONY OP
E
N
T
O
L
I
V
I
N
G
RO
O
M
B
E
L
O
W
ST
A
C
K
A
B
L
E
W/D
HIGH WINDOWS HIGH WINDOWS
16
'
-
0
"
13' - 0"
4 A4
.
2
NA
T
U
R
E
PA
T
H
NOTE : REAR WALL TO MEET STRUCTURAL ENGINEERING REQUIREMENT IN RESPONDING TO THE ROCKFALL HAZARD REPORT
FL
A
G
S
T
O
N
E
PA
T
I
O
3' - 5 5/8"2' - 6"8"2' - 6"3' - 5 1/2"12' - 7 1/8"NEW RAILINGLINEN3A4.24' - 0"8' - 6"5' - 6"LINEN
13' - 10"
14' - 9"
12' - 0"
5'
-
0
5
/
1
6
"
6' - 9"5' - 6"6' - 8"4' - 7 3/4"7' - 10 1/2"9' - 6 3/4"8' - 6"3 1/2"8' - 0"103 104
10
4
116110 117112115111114113 118
RA
D
O
N
M
I
T
I
G
A
T
I
O
N
F
L
U
E
7 A2
.
4
GA
S
A
P
P
L
I
A
N
C
E
F
I
R
E
P
L
A
C
E
,
S
E
A
L
E
D
U
N
I
T
MO
D
E
L
T
O
B
E
S
E
L
E
C
T
E
D
B
Y
O
W
N
E
R
VE
N
T
T
H
R
U
E
X
T
E
R
I
O
R
W
A
L
L
GA
S
A
P
P
L
I
A
N
C
E
F
I
R
E
P
L
A
C
E
,
S
E
A
L
E
D
U
N
I
T
MO
D
E
L
T
O
B
E
S
E
L
E
C
T
E
D
B
Y
O
W
N
E
R
VE
N
T
T
H
R
U
E
X
T
E
R
I
O
R
W
A
L
L
5 A4.2 SD CMSMOKE DETECTOR CARBON MONOXIDE DETECTORSYMBOL LEGEND FCEILING FANSDSDSDCMFF
2 A4
.
1
1 A4
.
2
2 A4
.
2
3 A4
.
1
4 A4
.
1
1 A4
.
1
4 A4
.
2
6:
1
2
6:
1
2
6:12 6:12
6:126:12
2.
5
:
1
2
6:
1
2
3 A4
.
2
AR
E
A
O
F
E
X
I
S
T
I
N
G
RO
O
F
T
O
B
E
R
E
M
O
V
E
D
NE
W
R
O
O
F
M
A
T
E
R
I
A
L
T
O
B
E
AS
P
H
A
L
T
P
U
R
S
U
A
N
T
T
O
T
H
E
D
R
B
AP
P
R
O
V
A
L
.
S
E
E
F
R
O
N
T
S
H
E
E
T
FO
R
A
S
P
H
A
L
T
R
O
O
F
M
A
T
E
R
I
A
L
AN
D
C
O
L
O
R
SH
E
D
R
O
O
F
T
O
R
E
C
E
I
V
E
ST
A
N
D
I
N
G
S
E
A
M
M
E
T
A
L
RO
O
F
I
N
G
2 A5
.
2
3 A5
.
2
4 A5
.
2
1 A5
.
2
5 A5
.
2
6 A5
.
2
7 A2
.
4
5 A4
.
2
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
6/10/2013 11:36:35 AM
A2.3 UPPER LEVEL FLOOR PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1/4" = 1'-0"1UPPER LEVEL
1
/
4
"
=
1
'
-
0
"
2
RO
O
F
P
L
A
N
MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"8' - 11"8' - 1"LOWER LEVEL 8272' - 6 1/2"
10
1
10
2
A2
.
4
8
MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"9' - 2 1/2"8' - 1"8' - 11"EXISTING FASCIAS NEW HORIZONTAL WOOD SIDING:8" REVEAL SHIPLAP NEW 2X6 CORNER TRIM NEW COPPER GUTTER EXISTING BRACKET WROUGHT-IIRON RAILING W/ WOOD CAP AND POSTS EXISTING WOOD DECK NEW STUCCO W/ INTEGRATED COLOR (NO ELASTOMERIC PAINT)NEW WOOD TRIM AROUND EXISTING WINDOWS EXISTING KEYSTONE BLOCK WALL.
NE
W
C
O
P
P
E
R
C
H
I
M
N
E
Y
C
A
P
EX
I
S
T
I
N
G
W
I
N
D
O
W
S
W
/
N
E
W
LA
R
G
E
W
O
O
D
T
R
I
M
SU
R
R
O
U
N
D
EX
I
S
T
I
N
G
D
E
C
K
T
O
B
E
R
E
M
O
V
E
D
,
NE
W
F
L
A
G
S
T
O
N
E
P
A
T
I
O
O
V
E
R
C
R
A
W
L
S
P
A
C
E
NE
W
S
T
O
N
E
W
A
L
L
:
6'
H
E
I
G
H
T
M
A
X
I
M
U
M
6' - 0"
A5
.
13
A5
.
1
5
NE
W
F
R
O
N
T
D
O
O
R
-
S
E
L
E
C
T
I
O
N
B
Y
O
W
N
E
R
RE
M
O
V
E
E
N
T
R
Y
R
O
O
F
NEW STONE WAINSCOT VENEER RANDOM ASHLAR PATTERN MATCH GALLEGOS #54 HIGHLANDS BEAVER CREEK BLEND
EX
I
S
T
I
N
G
D
E
C
O
R
A
T
I
V
E
F
A
S
C
I
A
EXISTING KNEE BRACE
EX
I
S
T
I
N
G
K
N
E
E
B
R
A
C
E
NEW PLANTER WALLS /W STONE VENEER
NE
W
E
N
T
R
Y
S
T
A
I
R
S
T
O
R
E
P
L
A
C
E
E
X
I
S
T
I
N
G
RA
I
L
I
N
G
T
O
M
A
T
C
H
N
E
W
R
A
I
L
I
N
G
S
NE
W
(
3
)
W
I
N
D
O
W
S
T
O
RE
P
L
A
C
E
E
X
I
S
T
I
N
G
W/
H
I
G
H
E
R
S
I
L
L
10
7
10
6
10
5
10
1
NEW AND EXISTING ROOF:40 YR. ASPHALT SHAKES:"CERTAINTEED PRESIDENTIAL SHAKE "CHESTNUT" COLOR BLEND 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
6/10/2013 11:36:52 AM
A3.1 NORTH & SOUTH ELEVATIONS0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
1
/
4
"
=
1
'
-
0
"
1
EL
E
V
A
T
I
O
N
-
N
O
R
T
H
1/4" = 1'-0"
2
ELEVATION - SOUTH
W
MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"A5.172x12 RIM JOIST 102103104A5.14
10
8
10
3
10
4
2 A4
.
1
1 A4
.
2
2 A4
.
2
3 A4
.
1
4 A4
.
1
1 A4
.
1
4 A4
.
2
3 A4
.
2
SH
E
D
C
E
I
L
I
N
G
SL
O
P
I
N
G
C
E
I
L
I
N
G
SH
E
D
C
E
I
L
I
N
G
SL
O
P
I
N
G
C
E
I
L
I
N
G
6:12 6:12
6:
1
2
6:
1
2
6:
1
2
2.
5
:
1
2
2.
5
:
1
2
6:
1
2
6:
1
2
6:
1
2
6:
1
2
6:12 6:12
FL
A
T
C
E
I
L
I
N
G
F
O
R
HE
A
D
H
E
I
G
H
T
EX
I
S
T
I
N
G
RID
G
E
B
E
A
M
NE
W
R
I
D
G
E
BE
A
M
A
B
O
V
E
HE
A
D
E
R
HE
A
D
E
R
EX
I
S
T
I
N
G
B
E
A
M
EX
I
S
T
I
N
G
R
O
O
F
B
E
A
M
S
,
C
U
T
A
T
N
E
W
W
A
L
L
NE
W
E
X
P
O
S
E
D
6
X
8
B
E
A
M
T
A
I
L
S
DE
C
O
R
A
T
I
V
E
,
S
I
S
T
E
R
O
N
T
O
R
O
O
F
RA
F
T
E
R
S
@
3
2
"
O
N
C
E
N
T
E
R
.
NE
W
E
X
P
O
S
E
D
6
X
8
B
E
A
M
5 1/2"
RID
G
E
B
E
A
M
SH
O
U
L
D
E
R
B
E
A
M
DE
C
O
R
A
T
I
V
E
B
E
A
M
AN
D
B
R
A
C
K
E
T
ST
R
U
C
T
U
R
A
L
B
E
A
M
AN
D
B
R
A
C
K
E
T
SH
O
U
L
D
E
R
B
E
A
M
RI
D
G
E
B
E
A
M
RI
D
G
E
B
E
A
M
E
X
P
O
S
E
D
NE
W
E
X
P
O
S
E
D
6
X
8
B
E
A
M
7 A2
.
4
5 A4
.
2
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:02:14 AM
A3.2 EAST & WEST ELEVATIONS &CEILING0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
1
/
4
"
=
1
'
-
0
"
1
EL
E
V
A
T
I
O
N
-
E
A
S
T
1
/
4
"
=
1
'
-
0
"
2
EL
E
V
A
T
I
O
N
-
W
E
S
T
1
/
4
"
=
1
'
-
0
"
3
UP
P
E
R
L
E
V
E
L
Design Review Staff Approval By Warren Campbell at 8:31 am, Jun 06, 2013
MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"NEW BEDROOM
NE
W
M
A
S
T
E
R
CL
O
S
E
T
NEW REC ROOM
NE
W
D
I
N
I
N
G
R
O
O
M
MO
V
E
E
X
I
S
T
I
N
G
W
I
N
D
O
W
AN
D
A
D
D
A
D
D
I
T
I
O
N
A
L
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
UP
P
E
R
L
E
V
E
L
82
9
0
'
-
8
"
Pl
a
t
e
H
e
i
g
h
t
82
9
8
'
-
9
"
LO
W
E
R
L
E
V
E
L
82
7
2
'
-
6
1
/
2
"
10"8' - 4 1/2"
8' - 11"9' - 2 1/2"
9' - 2 1/2"
2' - 0"
52
'
-
0
"
8' - 1"
8' - 9"
MA
S
T
E
R
B
E
D
R
O
O
M
MA
S
T
E
R
B
A
T
H
BE
D
R
O
O
M
2
GR
E
A
T
R
O
O
M
EN
T
R
Y
GA
R
A
G
E
BA
T
H
1
KI
T
C
H
E
N
16' - 0"
MO
V
E
DO
O
R
ME
C
H
.
MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"
52
'
-
0
"
8' - 4 1/2"9' - 2 1/2"8' - 11"8' - 1"
MA
S
T
E
R
BE
D
R
O
O
M
GREAT ROOM
MA
S
T
E
R
B
A
T
H
BE
D
R
O
O
M
KI
T
C
H
E
N
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
UP
P
E
R
L
E
V
E
L
82
9
0
'
-
8
"
Pl
a
t
e
H
e
i
g
h
t
82
9
8
'
-
9
"
LO
W
E
R
L
E
V
E
L
82
7
2
'
-
6
1
/
2
"
MA
S
T
E
R
BE
D
R
O
O
M
BA
T
H
KI
T
C
H
E
N
NE
W
D
I
N
I
N
G
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:02:17 AM
A4.1 BUILDING SECTIONS0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
3
/
1
6
"
=
1
'
-
0
"
1
LO
N
G
S
E
C
T
I
O
N
-
N
E
W
S
O
U
T
H
3
/
1
6
"
=
1
'
-
0
"
2
LO
N
G
S
E
C
T
I
O
N
-
N
O
R
T
H
3
/
1
6
"
=
1
'
-
0
"
3
LO
N
G
S
E
C
T
I
O
N
-
S
O
U
T
H
3
/
1
6
"
=
1
'
-
0
"
4
SE
C
T
I
O
N
E
N
T
R
Y
Design Review Staff Approval By Warren Campbell at 8:31 am, Jun 06, 2013
MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"2 A4.1 8' - 1"3 A4.1 A5.11
NE
W
P
O
W
D
E
R
EXISTING BEDROOMREMODELM. BATH EXISTING GARAGE
3 A4
.
2
NE
W
D
I
N
I
N
G
RO
O
M
NE
W
M
A
S
T
E
R
CL
O
S
E
T
NE
W
G
U
E
S
T
B
A
T
H
PLANTER GRADE AT ORIGINAL HEIGHT CUT-STONE CAP (SLOPED TOP)STONE VENEER OVER CMU BLOCK RETAINING WALL FLAGSTONE WALK OVER CONC. SLAB EXISTING KEYSTONE BLOCK RETAINING WALL TO REMAINNEW STONE VENEER 2' - 0"2' - 1 1/2"NEW CONC. FTG.RE: STRUC. DWGS
2 A4
.
1
3 A4
.
1
GR
E
A
T
R
O
O
M
EX
I
S
T
I
N
G
B
E
D
R
O
O
M
BA
T
H
NE
W
F
I
R
E
P
L
A
C
E
SU
R
R
O
U
N
D
T
O
B
E
DE
S
I
G
N
E
D
NE
W
B
U
I
L
T
-
I
N
S
T
O
BE
D
E
S
I
G
N
E
D
5 A4
.
2
MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"1 A4.24A4.14A4.2 GUEST BEDROOMGUEST BATH DININGENTERTAINMENT
BB
Q
2 A5
.
2
7 A2
.
4
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
UP
P
E
R
L
E
V
E
L
82
9
0
'
-
8
"
Pl
a
t
e
H
e
i
g
h
t
82
9
8
'
-
9
"
LO
W
E
R
L
E
V
E
L
82
7
2
'
-
6
1
/
2
"
2 A4
.
1
3 A4
.
1
1 A4
.
1
3 A4
.
2
GR
E
A
T
R
O
O
M
GU
E
S
T
BE
D
R
O
O
M
DE
N
EX
I
S
T
I
N
G
B
E
D
R
O
O
M
ST
A
I
R
S
RE
A
R
W
A
L
L
O
F
A
D
D
I
T
I
O
N
T
O
M
E
E
T
LA
T
E
R
A
L
L
O
A
D
S
F
O
R
F
A
L
L
I
N
G
BO
U
L
D
E
R
S
A
S
P
R
E
S
C
R
I
B
E
D
B
Y
T
H
E
RO
C
K
F
A
L
L
H
A
Z
A
R
D
R
E
P
O
R
T
5 A4
.
2
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
UP
P
E
R
L
E
V
E
L
82
9
0
'
-
8
"
Pl
a
t
e
H
e
i
g
h
t
82
9
8
'
-
9
"
LO
W
E
R
L
E
V
E
L
82
7
2
'
-
6
1
/
2
"
7 5/8"
11
"
3' - 0"
EX
I
S
T
I
N
G
S
T
A
I
R
S
NO
C
H
A
N
G
E
NE
W
S
T
A
I
R
S
7' - 6"
8' - 11"
R
@
7
5
/
8
"
14
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:02:25 AM
A4.2 BUILDING SECTIONS0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate
1
/
4
"
=
1
'
-
0
"
1
SE
C
T
I
O
N
G
A
R
A
G
E
-
E
A
S
T
1
/
4
"
=
1
'
-
0
"
2
SE
C
T
I
O
N
L
I
V
I
N
G
R
O
O
M
1/4" = 1'-0"3LONG SECTION - NEW NORTH
1
/
4
"
=
1
'
-
0
"
4
SE
C
T
I
O
N
G
B
E
D
W
E
S
T
1
/
4
"
=
1
'
-
0
"
5
ST
A
I
R
S
E
C
T
I
O
N
Design Review Staff Approval By Warren Campbell at 8:30 am, Jun 06, 2013
6 1/4"2' - 2 1/4"3 1/2"2' - 5 3/4"3' - 0"3' - 6"4 1/2"3 3/4"3 3/4"7 1/2"3/4" SQUARE WROUGHT-IRON PICKETS
8X
8
W
O
O
D
P
O
S
T
W
/
DE
C
O
R
A
T
I
V
E
N
O
T
C
H
ME
T
A
L
C
A
P
A
T
A
L
L
P
O
S
T
S
3X
5
W
O
O
D
R
A
I
L
I
N
G
C
A
P
,
SL
O
P
E
T
O
E
X
T
E
R
I
O
R
,
C
O
V
E
R
W/
M
E
T
A
L
C
A
P
7/8
"
X
2
1
/
2
"
T
O
P
R
A
I
L
S
(
B
O
T
H
SI
D
E
S
O
F
R
A
I
L
I
N
G
)
3/
4
"
S
Q
U
A
R
E
W
R
O
U
G
H
T
-
IR
O
N
P
I
C
K
E
T
S
3/
4
"
S
Q
U
A
R
E
W
R
O
U
G
H
T
-
I
R
O
N
MID
-
H
E
I
G
H
T
H
O
R
I
Z
.
B
A
R
1"
S
Q
U
A
R
E
W
R
O
U
G
H
T
-
IR
O
N
B
O
T
T
O
M
R
A
I
L
EX
I
S
T
I
N
G
R
I
M
J
O
I
S
T
&
WO
O
D
D
E
C
K
I
N
G
DECORATIVE 2X10 SISTERED ON EITHER SIDE OF EXISING 2X10 DECK JOISTS AT UNDERSIDE OF ALL DECKS.9"
5
1
/
2
"
2 1/2"5"
9 1/2"
3X
1
0
W
O
O
D
H
E
A
D
E
R
2X
6
S
I
D
E
T
R
I
M
SL
O
P
E
D
A
P
R
O
N
2X
6
B
O
T
T
O
M
T
R
I
M
ST
U
C
C
O
O
R
W
O
O
D
S
I
D
I
N
G
W
A
L
L
7'
-
4
"
3' - 0"
CO
P
P
E
R
S
H
R
O
U
D
CO
P
P
E
R
S
U
P
P
O
R
T
L
E
G
S
CU
T
-
S
T
O
N
E
C
A
P
3' - 0"6"
3'
-
5
"
WO
O
D
S
I
D
I
N
G
(
R
E
:
E
L
E
V
S
)
O
V
E
R
TH
E
R
M
A
L
A
N
D
A
I
R
-
I
N
F
I
L
T
R
A
T
I
O
N
BA
R
R
I
E
R
O
V
E
R
P
L
Y
W
O
O
D
SH
E
A
T
H
I
N
G
FL
A
S
H
I
N
G
3X
_
W
O
O
D
H
E
A
D
E
R
(
R
E
:
EL
E
V
S
)
W
/
S
L
O
P
E
D
T
O
P
WA
T
E
R
P
R
O
O
F
M
E
M
B
R
A
N
E
WI
N
D
O
W
T
A
P
E
O
V
E
R
N
A
I
L
I
N
G
FL
A
N
G
E
SE
A
L
A
N
T
B
E
H
I
N
D
NA
I
L
I
N
G
F
L
A
N
G
E
5/
8
"
G
W
B
O
V
E
R
V
A
P
O
R
RE
T
A
R
D
E
R
O
V
E
R
2
X
6
EX
T
E
R
I
O
R
W
A
L
L
S
T
U
D
S
CA
V
I
T
Y
I
N
S
U
L
A
T
I
O
N
R
E
:
SE
C
T
I
O
N
S
PR
E
-
F
A
B
I
N
S
U
L
A
T
E
D
HE
A
D
E
R
WO
O
D
C
A
S
I
N
G
PR
O
F
I
L
E
T
B
D
BA
C
K
E
R
R
O
D
AN
D
S
E
A
L
A
N
T
SH
I
M
S
P
A
C
E
2X
_
W
O
O
D
S
I
L
L
A
P
R
O
N
W
/
SL
O
P
E
D
T
O
P
DR
I
P
N
O
T
C
H
WO
O
D
C
A
S
I
N
G
PR
O
F
I
L
E
T
B
D
BA
C
K
E
R
R
O
D
AN
D
S
E
A
L
A
N
T
WA
T
E
R
P
R
O
O
F
M
E
M
B
R
A
N
E
TA
P
E
T
O
O
V
E
R
L
A
P
A
I
R
-
IN
F
I
L
T
R
A
T
I
O
N
B
A
R
R
I
E
R
A
N
D
EX
T
E
N
D
O
V
E
R
R
O
U
G
H
S
I
L
L
5/
8
"
G
W
B
O
V
E
R
V
A
P
O
R
RE
T
A
R
D
E
R
O
V
E
R
2
X
6
EX
T
E
R
I
O
R
W
A
L
L
S
T
U
D
S
2X
_
W
O
O
D
S
I
L
L
(
R
E
:
E
L
E
V
S
)
WA
T
E
R
P
R
O
O
F
M
E
M
B
R
A
N
E
WIN
D
O
W
T
A
P
E
EX
T
E
R
I
O
R
IN
T
E
R
I
O
R
EX
T
E
R
I
O
R
WO
O
D
S
I
D
I
N
G
(
R
E
:
E
L
E
V
S
)
O
V
E
R
TH
E
R
M
A
L
A
N
D
A
I
R
-
I
N
F
I
L
T
R
A
T
I
O
N
BA
R
R
I
E
R
O
V
E
R
P
L
Y
W
O
O
D
SH
E
A
T
H
I
N
G
2X
_
W
O
O
D
S
I
L
L
5
1
/
2
"
10"
5
1
/
2
"
15
'
-
1
1
1
/
2
"
5
1
/
2
"
8"
7"
5 1/2"
1' - 3 3/8"6"5' - 3 1/8"6"
WO
O
D
T
R
I
M
P
A
C
K
A
G
E
O
V
E
R
W
O
O
D
P
A
N
E
L
L
I
N
G
WOOD SIDING OVER WEATHER BARRIER HOUSE WRAP2X6 OVER 2X12 FASCIAGALV. MTL FLASHINGSHINGLES OVER FULL-COVERAGE WATERPROOF MEMBRANE OVER PLYWOOD SHEATHING BLOCKING R-33 SPRAY FOAM INSULATION5/8" GWBR-67.5 SPRAY FOAM INSULATION NO VENT 6X811 1/4"MAIN LEVEL T.O.PLY.5/8" GWB OVER VAPOR BARRIER TREATED SILL PLATE MAIN LEVELUPPER LEVEL RIM JOIST STONE VENEER W/ AIRSPACE AND WEEPHOLES -OVER-1" "DOW" (OR EQUAL) STYROFOAM INSULATION = R-5 SUPPORTED ON EXTRA DEEP STEEL ANGLE BOLTED TO CONC. WALL2x4 FURRING WALL R-14 SPRAY FOAM INSULATIONR-72 SPRAY FOAM INSULATION 2"4"FOUNDATION PROTECTION SYSTEM:COMPOSITE DRAINAGE BOARD W/ FILTER FABRIC TO CONTINUE FROM FOOTING TO WITHIN 8" BELOW FINISH GRADE.-OVER-1" "DOW" (OR EQUAL) STYROFOAM INSUL. = R-5 TO EXTEND FROM FTG. TO TOP-OF-WALL.-OVER-WATERPROOF MEMBRANE ON CONCRETE WALL TO CONTINUE FROM FOOTING TO 2'-6" ABOVE FINISHED GRADE.ALTERNATE: USE 3/4" "DRAIN & DRY" BOARD INSTEAD OF COMPOSITE DRAINAGE BOARD = TO CONTINUE FROM FOOTING TO WITHIN 8" BELOW FINISH GRADE. = R-3.1 4"5/8" GWB3"7"STONE CAPSIDING - SEE ELEVATIONS OVER WEATHER BARRIER HOUSE WRAP R-33 SPRAY FOAM INSULATION THERMAL BREAK R-7.5 UNDER-SLAB RIGID BOARD INSULATION (1.5")CONCRETE SLAB GRANULAR FILL - INCLUDE SOIL-GAS (RADON) VENTILATION SYSTEMREFER TO STRUCTURAL DRAWINGS FOR FOUNDATION/FOOTING DESIGN AND REINFORCEMENTSLOPED 4" PERFORATED DRAIN PIPE.ALL FOUNDATION WALLS INCLUDING INTERIOR WALLS. RE:SOILS REPORTBASE TRIM (PROFILE TBD)FINISH GRADE:6" BELOW SILL PLATE MIN.SLOPE AWAY POLYETHYLENE VAPOR BARRIERPLYWOOD SHEATHING TO OVERLAP SILL PLATE 2"970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:02:32 AM
A5.1 DETAILS - GENERAL0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1" = 1'-0"1DECK & RAILING DETAIL
2
RA
I
L
I
N
G
V
I
E
W
1
"
=
1
'
-
0
"
3
WI
N
D
O
W
T
R
I
M
D
E
T
A
I
L
3
/
4
"
=
1
'
-
0
"
4
CH
I
M
M
E
Y
C
A
P
S
O
U
T
H
3
/
4
"
=
1
'
-
0
"
5
CH
I
M
N
E
Y
C
A
P
W
E
S
T
1
1
/
2
"
=
1
'
-
0
"
6
DE
T
A
I
L
-
W
I
N
D
O
W
1
/
2
"
=
1
'
-
0
"
7
GA
R
A
G
E
D
O
O
R
D
E
T
A
I
L
1" = 1'-0"8DETAIL - EAVE 1" = 1'-0"9FOUNDATION DETAIL
De
s
i
g
n
R
e
v
i
e
w
St
a
f
f
A
p
p
r
o
v
a
l
By
Wa
r
r
e
n
Ca
m
p
b
e
l
l
at
8:
3
0
am
,
Ju
n
06
,
20
1
3
MAIN LEVEL 8281' - 9"6' - 0"3' - 0"3' - 0"8281' - 6"8280' - 7"8287' - 9"STONE VENEER W/ AIR SPACE AND WEEP HOLESCUT STONE CAP -SLOPE TOP
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
4 A5
.
2
3' - 2 1/2"5' - 11 1/2"3' - 6 1/2"
8'
-
8
"
3"2' - 10 1/2"
8"
2"
1'
-
1
0
"
4'
-
8
"
2' - 0"8"
8'
-
8
"
2"4"REMOVABLE DECKING PALATTE COMPOSITE DECKING OVER 2X8 FRAMING TREATED WOOD STUB WALLS
DR
A
I
N
T
O
D
A
Y
L
I
G
H
T
HOT TUB LIP 3 1/2" ABOVE PATIO SURFACE
HO
T
T
U
B
A
C
C
E
S
S
P
A
N
E
L
50
"
W
I
D
E
,
C
E
N
T
E
R
O
F
T
U
B
WALL NOT TO EXCEED 6'-0" HEIGHT82
8
1
'
-
4
"
8281' - 4"8281' - 6"
ST
O
N
E
V
E
N
E
E
R
O
V
E
R
DR
A
I
N
A
G
E
F
A
B
R
I
C
82
7
2
'
-
0
"
8275' - 0"8278' - 7 1/2"
MA
I
N
L
E
V
E
L
82
8
1
'
-
9
"
LO
W
E
R
L
E
V
E
L
82
7
2
'
-
6
1
/
2
"
3 A5
.
2
EX
I
S
T
I
N
G
BU
I
L
D
I
N
G
OV
E
R
H
A
N
G
HO
T
S
P
R
I
N
G
G
R
A
N
D
D
M
O
D
E
L
(O
R
E
Q
U
A
L
)
8
'
-
4
"
X
7
'
-
7
"
38
"
H
E
I
G
H
T
RE
M
O
V
A
B
L
E
DE
C
K
I
N
G
P
A
L
E
T
T
E
8"
7'
-
1
1
"
3'
-
7
1
/
2
"
2'
-
5
"
2' - 4 1/2"6"3"3' - 7 1/2"
82
7
5
'
-
0
"
82
8
1
'
-
6
"
82
7
8
'
-
7
1
/
2
"
EX
I
S
T
I
N
G
H
O
U
S
E
F
T
G
.
ON
-
G
R
A
D
E
P
A
T
I
O
:
2"
(
M
A
X
W
I
D
T
H
)
F
L
A
G
S
T
O
N
E
O
V
E
R
4"
C
O
N
C
.
S
L
A
B
W
/
W
E
L
D
E
D
W
I
R
E
FA
B
R
I
C
R
E
I
N
F
O
R
C
I
N
G
82
8
1
'
-
0
"
HO
T
T
U
B
C
O
V
E
R
CR
A
W
L
S
P
A
C
E
82
7
0
'
-
9
1
/
2
"
82
7
0
'
-
4
1
/
2
"
LO
W
E
R
L
E
V
E
L
82
7
2
'
-
6
1
/
2
"
6 A5
.
2
CR
A
W
S
P
A
C
E
CM
U
S
T
O
N
E
S
U
P
P
O
R
T
CM
U
B
L
O
C
K
W
A
L
L
ST
O
N
E
V
E
N
E
E
E
R
FL
A
G
S
T
O
N
E
T
O
OV
E
R
L
A
P
S
T
O
N
E
TY
P
I
C
A
L
N
E
W
R
A
I
L
I
N
G
82
7
2
'
-
6
1
/
2
"
82
7
2
'
-
0
1
/
2
"
LOWER LEVEL 8272' - 6 1/2"1 A5.25A5.2
EX
I
S
T
I
N
G
K
E
Y
S
T
O
N
E
BL
O
C
K
R
E
T
A
I
N
I
N
G
W
A
L
L
EX
I
S
T
I
N
G
G
R
A
D
E
GR
A
D
E
B
E
A
M
S
P
A
N
B
E
T
W
E
E
N
CO
R
N
E
R
P
I
E
R
S
(R
E
-
U
S
E
E
X
I
S
T
I
N
G
I
F
P
O
S
S
I
B
L
E
)
ST
O
N
E
V
E
N
E
E
R
O
V
E
R
CM
U
W
A
L
L
2X
1
2
C
U
R
V
E
D
R
I
M
-
J
O
I
S
T
2X
8
J
O
I
S
T
S
C
A
N
T
I
L
E
V
E
R
E
D
2"
F
L
A
S
T
O
N
E
T
O
OV
E
R
L
A
P
R
I
M
-
J
O
I
S
T
3"
C
O
N
C
.
O
V
E
R
1
"
P
L
Y
W
D
.
3' - 0"
FL
A
G
S
T
O
N
E
O
V
E
R
C
O
N
C
.
S
T
A
I
R
S
CRAWLSPACE VENT
RE
M
O
V
A
B
L
E
P
A
N
E
L
B
E
Y
O
N
D
HA
N
D
R
A
I
L
T
O
M
E
E
T
I
R
C
R
E
Q
'
S
.
CONC. PIER TO FROST DEPTH
CR
U
S
H
A
B
L
E
M
A
T
E
R
I
A
L
8272' - 6 1/2"8270' - 9 1/2"8270' - 4 1/2"8272' - 0 1/2"
1X
4
T
&
G
W
O
O
D
S
O
F
F
I
T
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com
5/14/2013 9:02:33 AM
A5.2 DETAILS - PATIO AND ENTRY0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1/2" = 1'-0"2BBQ WALL DETAIL
1
/
2
"
=
1
'
-
0
"
3
HO
T
T
U
B
S
E
C
T
I
O
N
1
1
/
2
"
=
1
'
-
0
"
4
HO
T
T
U
B
S
E
C
T
I
O
N
2
1
/
2
"
=
1
'
-
0
"
1
EN
T
R
Y
P
O
R
C
H
S
E
C
T
I
O
N
1
1
/
2
"
=
1
'
-
0
"
5
EN
T
R
Y
P
O
R
C
H
S
E
C
T
I
O
N
2
1
/
2
"
=
1
'
-
0
"
6
EN
T
R
Y
P
O
R
C
H
S
E
C
T
I
O
N
3
Design Review Staff Approval By Warren Campbell at 8:30 am, Jun 06, 2013