HomeMy WebLinkAboutB12-0189 REV2 approved plansTRANSMITTAL FORM
Project Street Address:
__________ ______________________________ ___________
(Number) (Street) (Suite #)
Building/Complex Name: ________________________________
Revised ADDITIONAL Valuations (Labor & Materials)
(DO NOT include original valuation)
Building: $_____________________
Plumbing: $_____________________
Electrical: $_____________________
Mechanical: $_____________________
Total: $_____________________
Description / List of Changes:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
(use additional sheet if necessary)
Permit #(s) information applies to: Attention: ( ) Revisions
( ) Response to Correction Letter
____________________________________ __________________________ ___attached copy of correction letter
( ) Deferred Submittal
____________________________________ __________________________ ( ) Other
Revision Submittals:
1. “Field Set” of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Date Received:
01-Oct-11
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970-479-2128
www.vailgov.com
Development Review Coordinator
For Office Use Only:
Fee Paid: _________________________________________
Received From: ____________________________________
Cash _________ Check # ___________
CC: Visa / MC Last 4 CC # _________ exp. date: ________
Auth # _________
Contractor Information
Business Name: ________________________________________
Business Address: ______________________________________
City _____________________ State: _______ Zip: ____________
Contact Name: _________________________________________
Contact Phone: _________________________________________
Contact E-Mail: _________________________________________
I hereby acknowledge that I have read this application, filled out
in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to
comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according
to the town's zoning and subdivision codes, design review ap-
proved, International Building and Residential Codes and other
ordinances of the Town applicable thereto.
X___________________________________________________
Owner/Owner’s Representative Signature (Required)
Applicant Information
Applicant Name: _______________________________________
Applicant Phone: _______________________________________
Applicant E-Mail: _______________________________________
Owner'sRepresentative
B12-0189Haeberle
1416Moraine Drive
GilletteLLC
PostOfficeBox5821
VailCO81658
BrianGillette
970.390.7981
brian_gillette@gillettellc.con
JobHernandez
970.333.2097
jobhernandezmn@prodigy.net.mx
1.DeleteWindow26fromentry.
a.SeeA2.1,A3.2
2.AddgableandtrapatSWBedroomslider.
a.SeeA2.3,A3.1,A3.2,S4,REScheck
0
28
26
MORAINE
DRIVE
(50')
81 3 0 .5'X
8 1 27.5 'X
812 5 .4'X
S44°09'23"E 177.62'
LOT 9
86.81'
N44°22'31"W 169.28'
N39°18'43"E
72.51'
LOT 7
28
26
MORAINE
DRIVE
(50')
81 3 0 .5'X
8 1 27.5 'X
S44°09'23"E 177.62'
86.81'
N44°22'31"W 169.28'
N39°18'43"E
72.51'
LOT 7
8 1 3 0
8 1 2 8
8126
8 1 3 2
8 1 3 0
8128
8126
8 1 2 4 8122
8120
8120
8122
8124
81
1
0
81
1
0
LOT 8
15,136 SQUARE FEET
0.348 ACRES
DRIVEWAY SLAB
ASPHALT - NO HEAT
1,350 SQ. FT.
LIGHT FIXTURE NOTE:
(2) WALL MOUNTED LIGHT FIXTURES
SHOWN. ALL OTHERS ARE RECESSED
CANS, NOT SHOWN.
UNDISTURBED GRADES
SNOW STORAGE AREA:
30% OF DRIVEWAY = 405 SQ. FT.
8125'
8125.5'
8124.5'
8124'
8125'
MAIN LEVEL - F.F.
8126'-0 3/4" (0'-0")
UPPER LEVEL - F.F.
8137'-2 1/8" (11'-1 3/8")
ON-GRADE PATIO
8125'-10"
9X18 CAR 9X18 CAR
9X19 CAR
GARAGE LEVEL
8125'-6" (-0'-6")
EXISTING
SIDEWALK
SE
T
B
A
C
K
SE
T
B
A
C
K
SETBACK
ENTRY PATIO
8125'-10"
WATERPROOF
DECK OVER
LIVING AREA
8131'
BOULDER RETAINING WALL:
2' HEIGHT
T.O.WALL = 8128'-0"
B.O.WALL = 8126'-0"
CONC RETAINING WALL:
3' HEIGHT
T.O.WALL = 8129'-0"
B.O.WALL = 8126'-0"
METERS
G
WATER
S EWE R
GAS
PHONE/TV
ELEC
CONTRACTOR TO
VERIFY LOCATION OF
UTILITY STUB-OUTS
PRIVACY WALL
1.25%
SLOPE
64
'
-
0
"
11
'
-
7
1
/
8
"
CONSTRUCTION BOUNDARY FENCE:
EROSION CONTROL - FENCE/BAIL
10
'
-
0
"
BOULDER RETAINING WALL:
2' HEIGHT
T.O.WALL = 8127'-6"
B.O.WALL = 8125'-6"
8130'
EXTERIOR LIGHTING:
(2) WALL SCONCES
BOULDER RETAINING WALL:
2' HEIGHT
T.O.WALL = 8129'-6"
B.O.WALL = 8127'-6"
10'-0"
10
'
-
0
"
5' - 0"
8150'-8 13/16"
T.O.RIDGE
8157'-0 5/16"
T.O.RIDGE
8150'-3 11/16"
T.O.RIDGE
8157'-0 5/16"
T.O.RIDGE
8143'-7 11/16"
T.O.RIDGE
8152'-11 5/8"
T.O.RIDGE
8158'-6 5/16"
T.O.CHIMNEY
8156'-0 5/16"
T.O.RIDGE
8157'-6"
T.O.PARAPET
8154'-1 7/8"
T.O.ROOF8150'-8 5/16"
T.O.RIDGE
FOUNDATION DRAIN PIPES
AND TERMINATION
RE: SOILS INVESTIGATION
REPORT
FOUNDATION DRAINS
HIGH-POINT, START OF SLOPE
REVISION 6-6-12
PERMIT CHECKLIST
REVISION 6-6-12
PERMIT CHECKLIST
LOWER
ROOF
4:12 PITCH
DECK
2
2
8 1 3 0
8 1 2 8
8126
8 1 3 2
LANDSCAPE LEGEND
SYMBOL NAME SIZE QUANTITY
COLORADO BLUE SPRUCE
(PICEA PUNGENS)
6' - 8' TALL 4A
QUAKING ASPEN
(POPULUS TREMULOIDES)
2" - 3" CAL.6B
FLOWERING CRAB APPLE
(MALUS SPP.)
3" CAL.1C
WESTERN SANDCHERRY
(PRUNUS BESSEYI)
5 GALLON 4D
VANHOUTTE SPIREA
(SPIREA VANHOUTTE)
5 GALLON 4E
LILAC FRAGRANT
(SYRINGA VULGARIS)
5 GALLON 4F
SNOWBERRY
(SYMPHORICARPOS ALBUS)
5 GALLON 4G
NATURAL GRASSES AREA = 2850 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.A G
D
BB
G
A
F
F
F
E
D A
G
C
E
G
E
B B
E A
D
B B
F
D
OWNER
GARDEN
NATURAL
GRASSES
NATURAL
GRASSES
NATURAL
GRASSES
97
0
.
3
2
8
.
5
1
5
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Project
number
Date
REVISIONS
7/
2
4
/
2
0
1
2
4
:
2
6
:
1
4
P
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0408
14
1
6
M
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D
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I
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BU
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6-6-23
PERMIT:
5-1-12
BR
I
A
N
G
I
L
L
E
T
T
E
1" = 10'-0"1 SITE PLAN
1416 MORAINE DRIVE - LOT 8
GRAND TRAVERSE - VAIL
1" = 10'-0"2 LANDSCAPE PLAN
GRFA ALLOWED: NOT APPLICABLE
GRFA PROPOSED: 6,392 SQ. FT.
LIVING AREA PROPOSED:5,579 SQ. FT.
LOT AREA = .348 ACRES x 43,560 SQ. FT. = 15,136 SQ. FT.
SITE COVERAGE ALLOWED (25% OF SITE) = 3,784 SQ. FT.
SITE COVERAGE PROPOSED = 3,780 SQ. FT
TOWN OF VAIL - SPECIAL DEVELOPMENT DISTRICT:
SSD 22 - GRAND TRAVERSE - LOT 8
HEIGHT LIMIT = 33'-0"
PROPOSED HEIGHT = 32'-11"
PARKING SPACES REQUIRED: 3 SPACES
PARKING SPACES PROPOSED: 2 SPACES (INTERIOR)
1 SPACE (EXTERIOR)
Single Family Residence - New Construction
Location: 1416 Moraine Drive, Vail, CO 81657
Lot 8, Dauphinais-Moseley, Filing 1
Parcel #2103-122-09-032
Owner: Job G. Hernandez & Ana P. Rosas
PO Box 3708
Vail, CO 81658
Contractor:Gillette LLC Construction
Brian Gillette - 888-719-1123
PO Box 5821, Vail, CO 81658
brian_gillette@gillettellc.com
Architect: Martin Manley Architects
John G. Martin - 970-328-0592
john@martinmanleyarchitects.com
PROJECT / CODE SUMMARY
Class of Work: New Construction
Type of Construction: Type V-N
Type of Occupancy: R3 (single family)
Levels: 2-story
ROOF OVERHANGS ALLOWED INTO SETBACK: 2 FEET
PATIO ENCROACHMENT INTO REAR SETBACK: 5 FEET
Architectural Drawing List
Sheet
Number Sheet Name
A1.1SITE & LANDSCAPE PLAN
A2.1MAIN LEVEL FLOOR PLAN
A2.2UPPER LEVEL FLOOR PLAN
A2.3ROOF PLAN
A3.1ELEVATIONS - NORTH & EAST
A3.2ELEVATIONS - SOUTH & WEST
A4.1FRAMING SECTIONS
A4.2SECTIONS
A6.2WINDOWS
Grand total: 9
REFRENCE
NO
R
T
H
Engineering Drawing List
Sheet
Number Sheet Name
S1 GENERAL NOTES/DETAILS
S2 FOUNDATION PLAN
S3 UPPER FLOOR FRAMING PLAN
S4 ROOF FRAMING PLAN
S5 FRAMING DETAILS
M1.0 MECHANICAL
E1.1 MAIN LEVEL LIGHTING
E1.2 UPPER LEVEL LIGHTING
No
.
D
e
s
c
r
i
p
t
i
o
n
D
a
t
e
1
R
e
v
i
s
i
o
n
1
6-
6
-
1
2
2
R
e
v
i
s
i
o
n
2
7-
2
4
-
1
2
1/4"=1'-0"
A2.1
MAIN
LEVEL
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
T.O. CONC 8125'-6"
W4
8'-0"28'-0"6'-0"2'-0"8'-0"4'-0"30'-0"2'-0"6'-0"
2'-
0
"
18
'
-
0
"
2'-
0
"
4'-
0
"
2'-
0
"
1'-
6
"
8'-
0
"
4'
-
6
"
2'-
0
"
2'-
0
"
4'-
0
"
14
'
-
0
"
3'-1034"3'-103 4"3'-634"3'-63 4"
10
'
-
0
"
3'-0"
11
'
-
0
"
3'-0"
9'-
0
"
8'
-
0
"
4'-
0
"
2'-
6
58"
7'-0"12'-0"
2'-1014"5'-914"
9'-0"
3'-11"
0'-312"3'-
2
12"
0'-
3
12"
2'-
8
12"
0'-
3
12"
2'-
8
12"
2'-
4
"
3'-
0
"
2'-
4
"
7'-
5
"
0'
-
1
1
12"
3'
-
0
"
1'-8"5'-
6
"
3'-0"
3'
-
0
"
4'-6"
0'-312"
2'-
0
"
2'-
1
0
12"
0'-7"
0'-312"
3'-812"3'-9"9'-512"
1'-
1
0
12"
2'-6"2'-6"2'-1112"3'-1112"
2'-2"
1'-9"2'-3"5'-312"6'-2"
1'-112"2'-0"3'-712"
3'
-
9
12"
2'-
5
12"
7'-
1
"
1'-
0
"
3'-
0
"
0'-
3
12"
2'-1012"
2'-
0
"
W4
W4
W6 W6 W4
W4 W6
W3
W1
W6
W3
W4 W1
W4
W1
W4
W1
W4
W1
W4W1
W4W1
W4
W1 3'-9"
W8
Finished Floor 8126'-3/4"
T.O. CONC 8125'-10 1/2"
Slope 1/4" per 1'-0"
Slope 1/4" per 1'-0"
UP
18 Risers @ 7-7/16"
16 Treads @ 11"
Hand and Guardrail per
2009 IRC
UP
18 Risers @ 7-7/16"
12 Treads @ 11"
Hand and Guardrail per
2009 IRC
Heat -N-Glo Direct Vent
Gas Fireplace
MASTER BEDROOM
LIVING ROOM
DINING ROOM
KITCHEN
BAR
PANTRY
WATER CLOSET
FAMILY ROOM
MECHANICAL
MUD ROOM
GARAGE
A B C D E F G H I J
1
2
3
4
5
6
7
8
9
10
11
12
13
W2W10
W9
1'-
6
"
2'-
4
12"
ENTRY
7'-312"
W10 W10
W7
2'
-
8
18"
01
02
04
03
05
06
08
09
24
25 26
07
24
25
27
28
29
30
31
32
33
343536
373839
20 min Self Closing Door
20 min Self Closing Door
See 9/A4.1
for handrail detail
Metal stud garage partitions by
drywall subcontractor. Install after
ceiling is drywalled to maintain 1 hour
fire rating.
Wrap steel column with
type x drywall to maintain
1 hour fire rating.
W2
W11
W11
2'-
2
12"
5'
-
5
"
3'-612"1'-11"
10
'
-
5
12"
3'-
6
12"
D
W
1/4"=1'-0"
A2.2
UPPER
LEVEL
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
8'-0"28'-0"6'-0"2'-0"8'-0"4'-0"30'-0"2'-0"6'-0"
2'-
0
"
18
'
-
0
"
2'-
0
"
4'-
0
"
2'-
0
"
1'-
6
"
8'-
0
"
4'
-
6
"
2'-
0
"
2'-
0
"
4'-
0
"
14
'
-
0
"
9'-
0
"
8'-
0
"
9'-0"
2'-6"2'-6"
1'-0"
5'-11"
2'-2"
1'-9"2'-3"5'-312"6'-2"
1'-112"2'-0"3'-712"
3'
-
9
12"
2'-
5
12"
7'-
1
"
1'-
0
"
3'-
0
"
0'-
3
12"
W5
Finished Floor 8137-2 1/8"
T.O. Plywood 8136'-11 1/8"
DN
18 Risers @ 7-7/16"
12 Treads @ 11"
Hand and Guardrail per
2009 IRC
SW BEDROOM
A B C D E F G H I J
1
2
3
4
5
6
7
8
9
10
11
12
13
FUTURE GUEST SUITE
NE BEDROOM
SE BEDROOM
LAUNDRY ROOM LINEN CLOSET
DN
18
R
i
s
e
r
s
@
7
-
7
/
1
6
"
16
T
r
e
a
d
s
@
1
1
"
Ha
n
d
a
n
d
G
u
a
r
d
r
a
i
l
p
e
r
20
0
9
I
R
C
4'-0"14'-0"12'-0"8'-0"7'-0"
10
'
-
0
"
3'-0"
3'-0"
11
'
-
0
"
6'-0"
1'-0"4'-514"5'-514"4'-514"5'-1018"5'-1018"
7'-
0
"
7'-
0
"
6'-3"
5'-
6
"
4'-
0
"
4'-
0
"
1'-10"10'-2"
2'-
0
"
1'-
1
0
"
4'-
7
12"
5'-
7
12"
1'-512"
0'-6"
3'-0"
0'-1112"
3'-6"1'-7"5'-1"4'-412"4'-11"
2'-
1
0
"
2'
-
8
"
3'-1"4'-6"
1'-
5
14"
W5 W1
W1
2'
-
0
"
Top of Decking 8137-0 3/8"
Finished Floor 8137-0 3/8"
T.O. Plywood 8136'-8 3/4"
4'-
1
"
9'-
7
"
12
13
14
16 17
18
21
22
10
04
01
02
20
19
09
03
11 12
13
14
15
16
17
21
2223
05 06 07 08
18 2'-0"
4'-
5
12"
3'
-
0
"
2'-
1
0
"
3'-
1
1
12"
3'-
1
0
"
3'-
1
1
"
3'
-
0
"
2'-
7
12"
4'
-
0
"
2'-712"1'-4"2'-0"
5'-6"6'-0"
4'-0"
5'-6"9'
-
5
"
19
2'-
5
12"
3'-
6
12"
1'-
3
"
11
'
-
6
"
3'
-
0
"
13
'
-
6
12"
1'-0"
1'-
3
"
40
1/4"=1'-0"
A2.3
ROOF
PLAN
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
8'-0"28'-0"6'-0"2'-0"8'-0"4'-0"30'-0"2'-0"6'-0"
2'-
0
"
18
'
-
0
"
2'-
0
"
4'-
0
"
2'-
0
"
1'-
6
"
8'-
0
"
4'
-
6
"
2'-
0
"
2'-
0
"
4'-
0
"
14
'
-
0
"
A B C D E F G H I J
1
2
3
4
5
6
7
8
9
10
11
12
13
1'-
6
"
1'-0"
1'-
6
"
3'-0"
1'-
6
"
1'-
6
"
1'-
6
"
1'-
6
"
8157'-516"
8152'-11 5/8"
8156'-5/16"8154'-1 7/8"
8150'-8 5/16"
8143'-7 1116"
8150'-3 1116"
8150'-8 1316"
8:128:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
14'-11"
11
'
-
4
12"
1'-5"7'-7"
4'-
0
"
8158'-6 516"
Notes:
1.All eaves 2'-0" unless otherwise noted.
2.Shingles are Class A DaVinchi Multi-width shakes.
4:12
1'-
6
"
1'
-
6
"
8153'-6 516"
8:12
8:12
01 Main Level 8126' - 0 3/4"Roof Plate 8146' - 2 1/8"02 Upper Level 8137' - 2 1/8"4' - 10 3/4"
ME
T
E
R
CL
O
S
E
T
GA
S
M
E
T
E
R
ME
T
A
L
R
A
I
L
I
N
G
W/
W
O
O
D
C
A
P
VE
R
T
I
C
A
L
C
E
D
A
R
BO
A
R
D
A
N
D
B
A
T
T
E
N
SI
D
I
N
G
STUCCO WALL W/ DEEP INSET WINDOWSSYNTHETIC WOOD SHAKE SHINGLES WITH STAGGARD BUTTS "RAINBOW ROCK" STONE VENEERCEDAR "BELLY BAND"
ST
U
C
C
O
CO
P
P
E
R
C
A
P
STONE SILL AT ALL WINDOWS IN STUCCO WALLS
1
2
4
10
24
27
2
01 Main Level 8126' - 0 3/4"Roof Plate 8146' - 2 1/8"02 Upper Level 8137' - 2 1/8"3
16
17
18
19
20
21
22
23
32
34
35
36
37
38
39
5' HEIGHT MAX.COLD STORAGE
2
2
3
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/10/2013 4:31:31 PM
A3.1 ELEVATIONS - NORTH & EAST04081416 MORAINE DRIVE BUILDING PERMIT 6-6-23 PERMIT: 5-1-12BRIAN GILLETTE Duaphinais-Moseley Filing 1, Lot 8 Town of Vail, Eagle County, Colorado 1/4" = 1'-0"1ELEVATION - NORTH 1/4" = 1'-0"2ELEVATION - EASTNo.DescriptionDate 2Revision 27-24-12 3Revision 31-10-13
01 Main Level 8126' - 0 3/4"Roof Plate 8146' - 2 1/8"02 Upper Level 8137' - 2 1/8"
13
14
15
29
31
33
3
01 Main Level 8126' - 0 3/4"Roof Plate 8146' - 2 1/8"02 Upper Level 8137' - 2 1/8"33' HEIGHT
33' - 0"
5
6
7
8
9
11
12
25
28
303
3
970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONS
1/10/2013 4:31:38 PM
A3.2 ELEVATIONS - SOUTH & WEST04081416 MORAINE DRIVE BUILDING PERMIT 6-6-23 PERMIT: 5-1-12BRIAN GILLETTE Duaphinais-Moseley Filing 1, Lot 8 Town of Vail, Eagle County, Colorado 1/4" = 1'-0"1ELEVATION - SOUTH 1/4" = 1'-0"2ELEVATION - WESTNo.DescriptionDate 3Revision 31-10-13
A4.1
FRAMING
1/4"=1'-0"
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
SECTIONS
Note: Finishes not shown for clarity.
8125'-10 1/2"
8136'-11 18"
8:12
8:12
C1
C1
W1
F3
F4
W1
W1 W1
10
'
-
0
"
14
'
-
0
"
Continuous 34"x112" Flat Bar Handrail. Mount to 42" high knee wall.
Max. height 38" above nosing. Min height 34" above nosing.
Min. gap between handrail and wall 112". Return handrail to wall at bottom riser.
Class A Davanchi Multiwidth Shake (install per manufacture's instruction)
over full coverage ice and water shield. (typ)
Kynar coated metal flashing at all eaves, rakes, valleys, crickets, step/wall,
parapets, and chimney caps.
R-56 BIB fiberglass insulation in un-vented roof cavity. Provide
Certainteed MemBrain (install per manufacture's instruction)
vapor barrier at bottom of ceiling cavity. (typ)
Cedar Siding over Tyvek (install per manufacture's instruction)
building wrap. (typ)
R-21 BIB fiberglass insulation in exterior wall cavity. Provide
Certainteed MemBrain (install per manufacture's instruction)
vapor barrier at the interior. (typ)
Provide 2 layers of grade D paper behind stone veneer and stucco. (typ)
Provide sill seal between bottom plate and concrete wall.
Seal joint with (1) strip of Ice and water shield that
extends 2' up the framed wall and 1' down the concrete wall. (typ)
Provide continuous R-6 Insultarp (install per manufacture's instruction)
underslab insulation and vapor barrier. Install passive sub slab
depressurization system. See M1.0 for more details. (typ)
R-10 Drain & Dri (install per manufacture's instruction) insulation/wall drain
over Dissco (install per manufacture's instruction) dampproofing at frost walls
or Dissco (install per manufacture's instruction) waterproofing
at basement walls. (typ)
Install 4" perforated peremiter drain at footing per
Gore Range Engineering's Soils Report dated April 23, 2012.
Daylight SW corner of lot, (typ)
Provide surface drainage per Gore Range Engineering's Soils Report
dated April 23, 2012. (typ)
A4.2
FRAMING
1/4"=1'-0"
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
C4
SECTIONS
Note: Finishes not shown for clarity.
8125'-10 1/2"
8125'-6"
8125'-10 1/2"
8136'-11 18"
8136'-11 18"
9'-
0
"
10
'
-
0
"
8:12
8:12
8:12
8:12
8:12
9'-
0
"
10
'
-
0
"
10
'
-
4
12"
8'-
0
"
16
'
-
0
"
16
'
-
0
"
10
'
-
0
"
8'-
0
"
10
'
-
0
"
2'-
6
"
C1
C1
C3
C1
C1
C1
C1
W9
W9
W4
W6
W1
W1
W3
W6
W1
W1
W1
W1
W1 W1
W6
W3
W9
W9
W11
W2
W10
F3
F4 F4
F3 F3
F4 F4 F4
F1
W11
F6
F3
Provide access for future radon fan.
Conditioned attic below un-vented ceiling assembly.
Conditioned attic below un-vented ceiling assembly.
37 38 39
VCMT3030
24 25
26
28 29 31
32
34 35 36
27 32
30
VCMT3030
VCMT3030
15
16
17
20
21 22 231819
VCMT3030
1
2
3
4
5 6 7 8
9
10
11
12
13
14
40
A6.2
WINDOWS
1/4"=1'-0"
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
6'-
9
14"
15
'
-
0
"
6'-
1
0
14"8'-
9
"
6'-
9
14"
6'-
9
14"
6'-
9
14"
6'-
9
14"9'
-
4
12"
13
'
-
1
1
"
7'-
1
34"
4'-
8
34"
5'-034"
4'-
8
34"
5'-034"
7'-
5
14"
7'-
1
3
4"
13
'
-
1
1
"
6'-
1
0
34"
11
'
-
2
"
6'-
9
14"
6'
-
9
14"
8'
-
7
11
16
"
8'-
0
"
8'-
3
"
8'-
2
"
14
'
-
4
18"
14
'
-
4
18"
8'-
2
"
8'
-
6
14"
8'-
6
14"
8'-
6
14"
8'-
6
14"
8'-
6
14"
8'-
6
14"
10
'
-
0
"
SG SG SG SG
SG
SG SG SG SG
SG SG SG SG
SG
SG
SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG
SG
SGSG
SG
SG
Notes:
1.U-Factor of fenestration shall be <.31
2.SG = Saftey glazing required by 2009 IRC
3.All Dimensions to structural rough opening. 2x4 inset framing will sit inside of dimensioned rough opening.
9'-218"
2'-
6
34"
2'-634"
3'-034"
8'-034"
7'-
0
34"
3'-03 4"
4'-
8
34"
3'-034"
4'-
8
34"
2'-
0
34"
2'-034"
5'-73 4"
3'-33 4"
12
'
-
5
14"
21'-1"
5'-
4
14"
8:12
16'-134"
9'-
5
14"
3'-334"
2'-934"
2'-
1
1
14"
7'-
4
12"
2'-
1
0
12"
2'-9"
7'-
4
12"
2'-
1
0
12"
2'-9"
6'-
9
14"4'-
0
34"
6'-034"
2'
-
6
34"
2'-634"
2'-
6
34"
2'-634"
6'-
9
14"
2'-6"
2'-
6
"
2'-634"
2'
-
6
3
4"
3'-034"
8'-
0
"
3'-03 4"
5'-934"
7'-
3
34"
2'-
1
0
12"
2'-9"
12'-134"
12
'
-
6
34"
5'-034"
2'-
1
"
21'-1"
8'
-
0
12"
12
'
-
6
34"
5'-034"
16'-13 4"3'-334"
4'-
1
1
14"
4'
-
1
1
14"
3'-334"
4'-
1
1
14"
3'-334"
3'-734"3'-734"3'-734"
4'-
5
14"
4'-
5
14"
4'-
5
14"
DELETED
SG
8:12
0'-
6
58"
2'-
1
716
"
12'-134"
1/4"=1'-0"
A7.1
MAIN LEVEL
REFLECTED
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
B/O Drop Framing
MASTER BEDROOM
LIVING ROOM
DINING ROOM
KITCHEN
BAR
PANTRY
WATER CLOSET
FAMILY ROOM
MECHANICAL
MUD ROOM
GARAGE
ENTRY
+9'-4 1/2" Slab
CEILING PLAN
B/O Framing
+10'-4 1/2" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+3'-11-7/8" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
B/O Framing
+10'-0" Slab
Plate Height
+10'-0" Slab
8:12
8:12
8:12
8:128:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
TOILET SHOWER
CLOSET
BATHROOM
Plate Height
+10'-0" Slab
Plate Height
+16'-0" Slab
1/4"=1'-0"
A7.2
UPPER LEVEL
REFLECTED
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
SW BEDROOM
LIVING ROOM
SE BEDROOM
SE BATH
LINEN
LAUNDRY
NE BEDROOM
FUTURE GUEST SUITE
ENTRY
CEILING PLAN
Plate Height
+8'-0" Ply
B/O Framing
+10'-0" Slab
8:12
8:12
8:128:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
8:12
TOILET SHOWER
CLOSET
BATHROOM
Plate Height
+8'-0" Ply
8:12
8:12
8:12
Plate Height
+8'-0" Ply
B/O Drop Framing
+8'-6 1/2" Ply
STAIR
B/O Drop Framing
+8'-6 1/2" Ply
B/O Drop Framing
+8'-6 1/2" Ply
B/O Drop Framing
+8'-6 1/2" Ply
B/O Drop Framing
+8'-6 1/2" Ply
B/O Drop Framing
+8'-6 1/2" Ply
B/
O
D
r
o
p
F
r
a
m
i
n
g
+8
'
-
6
1
/
2
"
P
l
y
DRESSING
NE BATH
8:12
Plate Height
+9'-8" Ply
UPPER HALL
SE DRESSING
SE TOILET
8:12
8:128:12
8:12
Plate Height
+10'-4" Ply
Plate Height
+9'-0" Ply
B/O Drop Framing
+8'-6 1/2" Ply
B/O Drop Framing
+8'-6 1/2" Ply
8:12
8:12
Plate Height
+10'-0" Ply
B/O Drop Framing
+8'-6 1/2" Ply
Plate Height
+10'-10" Ply
8:12
8:12
6060
250
250
D W
1/8"=1'-0"
M1.0
MECHANICAL05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
Provide external shut off
at appliance
1" black iron to 40,000 btu/h
fireplace appliance
1" csst gas in conduit to
100,000 btu/h range.
1" HDPE medium pressure gas below grade
pressure reducing valve
1-1/2" black iron gas to
(2) 250,000 btu/h
95% efficient gas boilers
Gas Meter
Terminate 4" round bathroom
exhaust at side wall. Size fan
per manufactures instructions.
Provide additional backdraft damper.
Terminate 4" round bathroom
exhaust at side wall of
laundry room dormer above.
Size fan per manufactures
instructions. Provide additional
backdraft damper
Terminate 6" round, 400 cfm exhaust hood at side wall.
Provide additional back draft damper
Terminate 3" pvc boiler flue and combustion air at
side wall per manufactures instructions.
Rough in for future 2nd 250,000 btu boiler.
Terminate fireplace appliance flue
in side wall per manufactures
instructions
PROJECT SUMMARY
Outdoor Temp -21F
Elevation 9000
Wind Speed 10 mph
Supply Fluid 135F
Total Heated Area 4922sf
Radiant Load 192,537 BTU/h
Snowmelt Load 198,315 BTU/h
Domestic Hot Load 486,000 BTU/h
Terminate 4" round bathroom
exhaust in soffit. Size fan
per manufactures instructions.
Provide additional backdraft damper.
FUTURE:Terminate 4" round bathroom
exhaust in soffit. Size fan
per manufactures instructions.
Provide additional backdraft damper.
Terminate 4" round bathroom
exhaust in soffit. Size fan
per manufactures instructions.
Provide additional backdraft damper.
Terminate (2) 4" round dryer vents in soffit.
FUTURE ZONE 6
FUTURE
ZONE 5
ZONE 7
ZONE 8
ZONE 9
ZONE 10ZONE 1
ZONE 2
ZONE 3
ZONE 4
Provide 1469 SF of snowmelt at entry,
driveway, and guest suite entry.
Locate test manifold under guest suite stairs.
Install tubing, mains, and rough-in for sensors
and controls. Do not install manifold, pump,
controls, or glycol.
Provide 4" PVC passive sub slab
depressurization system. Connect to
perforated pipe embedded in 4" layer
of free draining gravel below sub slab
insulation/vapor barrier. Route through
NE bath attic to allow for future inline
fan. Extend 12" above roof surface.
Label "Radon Reduction System" at
each floor and in attic.
60
60
25
0
25
0
D
D
D
F
D
M
D
D
D
D
2
4
D
D
D
D
S
24 DD
D
DD
D
M
D
M
M
M
M
M
M M
DD
T
M
1/4"=1'-0"
E1.1
MAIN LEVEL
LIGHTING
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
400A Service
Guest Suite Sub-panel to be installed with feeders for future use.
Main House Sub-panels
Switch leg to holiday lighting Switch with path lighting upper level.
Future switch with 3-way
dimmer up stairs
Future switch with pendants above.
RECESSED CAN
CEILING SCONCE OR PENDANT
EXHAUST FAN
TRACK LIGHTING
D DIMMER
MOTION
TIMER
M
T
CEILING FAN
FAN CONTROLF
Notes:
1.50% of lighting to be high effiacency.
2.Only select receptacles shown. Electrical contractor to provide all required by code.
24 HOUR TIMER24
RECEPTICLE
FLOOR OUTLET
STEP LIGHT
UNDER CABINET FIXTURE
120V UL 217 SmokeS
120V UL 217 Smoke / UL 2034 CO ComboC
D
W
D
D
M
D
D
F
D
T
D D
M
M
M
D
DT
DF
D
DF
DT
D D
FD
DDD
D
D
D
D2
4
D
D
D
D
T
1/4"=1'-0"
E1.2
UPPER LEVEL
LIGHTING
05.01.2012
0000
1416 Moraine Drive
Lot 8 Filing 1
Dauphinais Moseley
Vail, Colorado
14
1
6
M
o
r
a
i
n
e
D
r
i
v
e
06.06.2012 Permit Resubmittal
07.23.2012 Financing Submittal
09.25.2012 Resubmittal
GILLETTE LLC
CONSTRUCTION
POST OFFICE BOX 5821 888.719.1123
VAIL COLORADO 81658 gillettellc.com
10.28.2012 Framing Plans
11.24.2012 Framing Plans
12.07.2012 SE Bath Revision
01.13.2013 Revisions
RECESSED CAN
CEILING SCONCE OR PENDANT
EXHAUST FAN
TRACK LIGHTING
D DIMMER
MOTION
TIMER
M
T
CEILING FAN
FAN CONTROLF
Notes:
1.50% of lighting to be high effiacency.
2.Only select receptacles shown. Electrical contractor to provide all required by code.
24 HOUR TIMER24
RECEPTICLE
FLOOR OUTLET
STEP LIGHT
UNDER CABINET FIXTURE
Future switch with
3-way dimmer below.
Switch with path lighting below.
Future switch with
exterior lighting below.
Provide power for future inline radon fan in attic.
120V UL 217 SmokeS
120V UL 217 Smoke / UL 2034 CO ComboC
HI
L
L
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
07/24/2012
HI
L
L
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
07/24/2012
HI
L
L
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
07/24/2012
HI
L
L
S
T
R
U
C
T
U
R
A
L
D
E
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Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 1 of 10
Generated by REScheck-Web Software
Compliance Certificate
Project Title: 1416 Moraine Drive
Energy Code:2009 IECC
Location:Vail, Colorado
Construction Type:Single Family
Project Type:New construction
Building Orientation:Bldg. faces 180 deg. from North
Glazing Area Percentage:23%
Heating Degree Days:9248
Climate Zone:6
Construction Site:Owner/Agent:Designer/Contractor:
1416 Moraine Drive
Vail, Colorado 81657
Compliance: Passes using UA trade-off
Compliance: 8.5% Better Than Code Maximum UA: 1190 Your UA: 1089
The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Assembly
Gross
Area or
Perimeter
Cavity
R-Value
Cont.
R-Value
Glazing
or Door
U-Factor
UA
F6: All-Wood Joist/Truss Over Uncond. Space 40 48.0 0.0 1
F4,5: Heated Slab-On-Grade 271 10.0 185
Insulation depth: 4.0'
F2,3: All-Wood Joist/Truss Over Uncond. Space 752 30.0 0.0 25
W2: Solid Concrete or Masonry 279 13.0 10.0 11
Orientation: Right Side
Wall height: 4.5'
Depth below grade: 4.0'
Insulation depth: 4.5'
C1: Cathedral 4124 56.0 0.0 78
C2: Flat or Scissor Truss 123 43.0 0.0 3
North: Wood Frame, 16in. o.c.1476 21.0 0.0 66
Orientation: Back
Door 07: Glass 92 0.400 37
SHGC: 0.23
Orientation: Back
Window 24: Wood Frame, 2 Pane w/ Low-E 26 0.310 8
SHGC: 0.23
Orientation: Back
Window 27: Wood Frame, 2 Pane w/ Low-E 47 0.310 15
SHGC: 0.23
Orientation: Back
Window 1: Wood Frame, 2 Pane w/ Low-E 59 0.300 18
SHGC: 0.23
Orientation: Back
Window 2: Wood Frame, 2 Pane w/ Low-E 5 0.260 1
SHGC: 0.23
Orientation: Back
Window 4: Wood Frame, 2 Pane w/ Low-E 53 0.290 15
SHGC: 0.23
Orientation: Back
Window 9: Wood Frame, 2 Pane w/ Low-E 6 0.260 2
SHGC: 0.23
Orientation: Back
Window 10: Wood Frame, 2 Pane w/ Low-E 36 0.290 10
SHGC: 0.23
Orientation: Back
South: Wood Frame, 16in. o.c.1512 21.0 0.0 36
Orientation: Front
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 2 of 10
Window 13: Wood Frame, 2 Pane w/ Low-E 85 0.290 25
SHGC: 0.23
Orientation: Front
Window 14: Wood Frame, 2 Pane w/ Low-E 181 0.290 52
SHGC: 0.23
Orientation: Front
Window 15: Wood Frame, 2 Pane w/ Low-E 112 0.300 34
SHGC: 0.23
Orientation: Front
Window 19: Wood Frame, 2 Pane w/ Low-E 24 0.280 7
SHGC: 0.23
Orientation: Front
Window 20: Wood Frame, 2 Pane w/ Low-E 4 0.260 1
SHGC: 0.23
Orientation: Front
Window 29: Wood Frame, 2 Pane w/ Low-E 100 0.290 29
SHGC: 0.23
Orientation: Front
Window 31: Wood Frame, 2 Pane w/ Low-E 172 0.300 52
SHGC: 0.23
Orientation: Front
Window 33: Wood Frame, 2 Pane w/ Low-E 132 0.300 40
SHGC: 0.23
Orientation: Front
Window 40: Wood Frame, 2 Pane w/ Low-E 45 0.280 13
SHGC: 0.00
Orientation: Front
Window 25: Wood Frame, 2 Pane w/ Low-E 26 0.310 8
SHGC: 0.00
Orientation: Front
East: Wood Frame, 16in. o.c.1713 21.0 0.0 85
Orientation: Right Side
Window 3: Wood Frame, 2 Pane w/ Low-E 18 0.310 6
SHGC: 0.23
Orientation: Right Side
Window 16: Wood Frame, 2 Pane w/ Low-E 27 0.290 8
SHGC: 0.23
Orientation: Right Side
Window 17: Wood Frame, 2 Pane w/ Low-E 6 0.290 2
SHGC: 0.23
Orientation: Right Side
Window 18: Wood Frame, 2 Pane w/ Low-E 6 0.330 2
SHGC: 0.23
Orientation: Right Side
Window 21: Wood Frame, 2 Pane w/ Low-E 6 0.260 2
SHGC: 0.23
Orientation: Right Side
Window 22: Wood Frame, 2 Pane w/ Low-E 6 0.290 2
SHGC: 0.23
Orientation: Right Side
Window 23: Wood Frame, 2 Pane w/ Low-E 6 0.260 2
SHGC: 0.23
Orientation: Right Side
Window 32: Wood Frame, 2 Pane w/ Low-E 61 0.290 18
SHGC: 0.23
Orientation: Right Side
Window34: Wood Frame, 2 Pane w/ Low-E 13 0.280 4
SHGC: 0.23
Orientation: Right Side
Window 35: Wood Frame, 2 Pane w/ Low-E 13 0.260 3
SHGC: 0.23
Orientation: Right Side
Window 36: Wood Frame, 2 Pane w/ Low-E 13 0.280 4
SHGC: 0.23
Orientation: Right Side
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 3 of 10
Window 37: Wood Frame, 2 Pane w/ Low-E 13 0.290 4
SHGC: 0.23
Orientation: Right Side
Window 38: Wood Frame, 2 Pane w/ Low-E 13 0.290 4
SHGC: 0.23
Orientation: Right Side
Window 39: Wood Frame, 2 Pane w/ Low-E 13 0.290 4
SHGC: 0.23
Orientation: Right Side
West: Wood Frame, 16in. o.c.2176 21.0 0.0 114
Orientation: Left Side
Window 5: Wood Frame, 2 Pane w/ Low-E 13 0.280 4
SHGC: 0.23
Orientation: Left Side
Window 6: Wood Frame, 2 Pane w/ Low-E 22 0.260 6
SHGC: 0.23
Orientation: Left Side
Window 7: Wood Frame, 2 Pane w/ Low-E 22 0.260 6
SHGC: 0.23
Orientation: Left Side
Window 8: Wood Frame, 2 Pane w/ Low-E 13 0.280 4
SHGC: 0.23
Orientation: Left Side
Window 11: Wood Frame, 2 Pane w/ Low-E 6 0.290 2
SHGC: 0.23
Orientation: Left Side
Window 12: Wood Frame, 2 Pane w/ Low-E 36 0.300 11
SHGC: 0.23
Orientation: Left Side
Window 28: Wood Frame, 2 Pane w/ Low-E 6 0.290 2
SHGC: 0.23
Orientation: Left Side
Window 30: Wood Frame, 2 Pane w/ Low-E 61 0.290 18
SHGC: 0.23
Orientation: Left Side
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in
REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature Date
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 4 of 10
Generated by REScheck-Web Software
Inspection Checklist
Energy Code:2009 IECC
Location:Vail, Colorado
Construction Type:Single Family
Project Type:New construction
Building Orientation:Bldg. faces 180 deg. from North
Glazing Area Percentage:23%
Heating Degree Days:9248
Climate Zone:6
Ceilings:
q C1: Cathedral, R-56.0 cavity insulation
Comments:
q C2: Flat or Scissor Truss, R-43.0 cavity insulation
Comments:
Above-Grade Walls:
q North: Wood Frame, 16in. o.c., R-21.0 cavity insulation
Comments:
q South: Wood Frame, 16in. o.c., R-21.0 cavity insulation
Comments:
q East: Wood Frame, 16in. o.c., R-21.0 cavity insulation
Comments:
q West: Wood Frame, 16in. o.c., R-21.0 cavity insulation
Comments:
Basement Walls:
q W2: Solid Concrete or Masonry, 4.5' ht / 4.0' bg / 4.5' insul, R-13.0 cavity + R-10.0 continuous insulation
Comments:
Windows:
q Window 24: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 27: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 1: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.300
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 2: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 4: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 5 of 10
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 9: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 10: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 13: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 14: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 15: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.300
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 19: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.280
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 20: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 29: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 31: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.300
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 33: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.300
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 40: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.280
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 25: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 6 of 10
Comments:
q Window 3: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.310
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 16: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 17: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 18: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 21: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 22: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 23: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 32: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window34: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.280
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 35: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 36: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.280
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 37: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 38: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 7 of 10
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 39: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 5: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.280
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 6: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 7: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.260
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 8: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.280
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 11: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 12: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.300
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 28: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
q Window 30: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.290
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
q Door 07: Glass, U-factor: 0.400
Comments:
Floors:
q F6: All-Wood Joist/Truss Over Uncond. Space, R-48.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
q F4,5: Heated Slab-On-Grade, 4.0' insulation depth, R-10.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontally for a
total distance of 4.0 ft.
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 8 of 10
q F2,3: All-Wood Joist/Truss Over Uncond. Space, R-30.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
q Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or
solid material.
q Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between
window/door jambs and framing.
q Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
q Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or
damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed
to maintain insulation application.
q Wood-burning fireplaces have gasketed doors and outdoor combustion air.
q Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
q Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2) the following items have been satisfied:
(a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors: Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or
sprayed/blown insulation extends behind piping and wiring.
(f)Corners, headers, narrow framing cavities, and rim joists are insulated.
(g)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall.
Sunrooms:
q Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
q Materials and equipment are installed in accordance with the manufacturer's installation instructions.
q Materials and equipment are identified so that compliance can be determined.
q Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
q Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
Duct Insulation:
q Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
q Building framing cavities are not used as supply ducts.
q All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or
UL 181B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
q Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test: Less than or equal to 513.4 cfm (8 cfm per 100 ft2 of conditioned floor area).
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 9 of 10
(2)Postconstruction total leakage test (including air handler enclosure): Less than or equal to 770.0 cfm (12 cfm per 100 ft2 of
conditioned floor area).
(3)Rough-in total leakage test with air handler installed: Less than or equal to 385.0 cfm (6 cfm per 100 ft2 of conditioned floor area).
(4)Rough-in total leakage test without air handler installed: Less than or equal to 256.7 cfm (4 cfm per 100 ft2 of conditioned floor area).
Temperature Controls:
q Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
q Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
q Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
q For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
q Circulating service hot water pipes are insulated to R-2.
q Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
q HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
q Heated swimming pools have an on/off heater switch.
q Pool heaters operating on natural gas or LPG have an electronic pilot light.
q Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and/or waste-heat-recovery systems.
q Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
q A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage <= 15
(d)50 lumens per watt for lamp wattage > 15 and <= 40
(e)60 lumens per watt for lamp wattage > 40
Other Requirements:
q Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c').
Certificate:
q A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window
U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: 1416 Moraine Drive Report date: 01/15/13
Data filename: Page 10 of 10
2009 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Ceiling / Roof 56.00
Wall 21.00
Floor / Foundation 30.00
Ductwork (unconditioned spaces):_____
Glass & Door Rating U-Factor SHGC
Window 0.29 0.23
Door 0.40 0.23
Heating & Cooling Equipment Efficiency
Heating System:____________________________
Cooling System:____________________________
Water Heater:_______________________________
Name:Date:
Comments: