HomeMy WebLinkAboutDRB130095 PLANS APPROVED•.
MARTIN MA►NLEY
ARCHITECTS
Nate Ford Renovation + Addition —Vail Colorado
Material & Color Board 4 -3 -13
4&
323 MANSARD BROWN*
Yankee Bw,: 51N 3505
Riverwood SW 3567
Asphalt shingle to
be used
Roofing: Cedar Wood Shingles
~ to match existing
Roofing: Standing Seam Metal
4 Drex Metal - Lowest Reflective Finish Coating
Color: "323 Masard Brown"
Wood Siding: Horizontal Ship Lap
4 _ Color: Sherwin Williams Solid Stain
"SW 3505 Yankee Barn„
Trim, Beams, Posts, Exposed Rafters, Soffit, & Railings:
Color: Sherwin Williams Solid Stain
"SW 3.507 Riverwood„
Stucco Siding:
4 Color: Match El Rey Standard Color
"121 Sandalwood„
Stone Veneer: Random Ashlar Pattern
�— Match Gallegos Stone Pattern,
#54 Highlands Beaver Creek Blend
Window Clad Color:
To match existing cool grey
1 _9
NATE FORD REMODEL &ADDITION
1079 SANDSTONE DRIVE W, VAIL, COLORADO
NEW WROUGHT IRON RAILINGS W/
*WOOD POSTS AND CAP
OD -
75
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ELEVATION - NORTH - COLOR
1/8" = 1' -0"
ELEVATION - WEST - COLOR
1/8" = 1' -0"
'late Height
8298'- 9" -
'ER LEVEL
8290'- 888" -
IAIN LEVEL��
8281' - T
VER LEVEL
272' - 6 1 /2"
RECEIVED
Date: 04/08/2013
TOWN aF VA11 t By: D. RHOADES
Design Review
Staff Approval
By Warren Campbell at 11:39 am, May 13, 2013
TOWN OF VAIL
Ts
METAL ROOF ON SHED DORMER:
STANDING SEAM METAL
DREX METAL - LOW REFLECTIVITY
COLOR: 323 MANSARD BROWN
EXISTING WOOD SHINGLE ROOFING TO REMAIN
NEW ROOFS TO RECEIVE WOOD SHINGLES.
BLEND OLD AND NEW AT TRANSITION
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"
- - - - - NEW COPPER GUTTERS
MATCH EXISTING WINDOW CLAD COLOR
COOL GREY
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 WALL
ELEVATION - EAST - COLOR
1/8" = 1' -0"
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FOUND #4 REBAR W/ WASHER & TAG
L.S. 4043
I\
LOT
A -2
A= 01 *21'52"
R= 4116.93'
L= 98.04'
T= 49.02'
BRG= S48'54'44 "W
C LEN = 98.04'
41199 HIGHWAY 6 & 24, EAGLE -VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
SANDSTONE
JND #4 REBAR W/ \
ALUMINUM CAP
L.S. #26598
NOTES:
1) DATE OF SURVEY: 3/5/13
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
4) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE NORTHEAST AND
NORTHWEST CORNERS OF LOT A -3E
6) BASIS OF ELEVATION: ASSUMED ELEVATION AT SEWER MANHOLE 380 INVERT = 8244.1'
(LOCATED CENTERLINE SANDSTONE DRIVE RIGHT -OF -WAY NEAR SOUTHEAST CORNER
OF LOT A -1)
7) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON
FOR ADDITION DESIGN.
8) BUILDING SETBACK INFORMATION SHOWN IS FOR RESIDENTIAL CLUSTER ZONING DISTRICT
PER TITLE 12, CHAPTER 6E -6 TOWN OF VAIL CODE. BEFORE BUILDING CHECK WITH THE
TOWN OF VAIL TO VERIFY SETBACKS.
9) 2.5' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST
BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING.
10) THE ENTIRETY OF LOT A -3W FALLS WITHIN A HIGH SEVERITY ROCKFALL HAZARD ZONE
ACCORDING TO THE OFFICIAL TOWN OF VAIL ROCKFALL HAZARD MAP, ADOPTED 10/17/00.
INDICATES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
x.x'
IsINDICATES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER
x.x'
SURVEYOR'S CERTIFICATE
I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
01! .
TOWN of VAIL
Stan Ho eMVf ,V
Colorad ! PP I- '.!PZ�68 9 8 -4
•
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Date: —� % 3 - - - -- -ice
LAA
IN610"
Design Review
Staff Approval
By Warren Campbell at 11:39 am, May 13, 2013
LOT
A -2
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L rUMU MLIVIUULL
1 %1`1111101 1079 SANDSTONE DRIVE W VAIL COLORADO
I IuTiuTY DRAINAGE
EASEMENT
1 I R. 0. W
g \ _
0 '
LOT A -3 W \
— _ 0.4719 ACRES
_ 5' HEIGHT STONE WALL - - - - - -
1 T.O.WALL = 8286' -9"
B.O.WALL = 8281' -9,. -
- 2' HEIGHT BOULDER WALL:
I I 6' HEIGHT BOULDER WALL:- - _ %*41b _ _ _ - - _ _ - - T.O.WALL = 8298' - - -
1 I T.O.WALL = 8296' - - B.O.WALL = 8296'-
- -
6' HEIGHT BOULDER WALL:- -
B.O.WALL = 8290' - - -
T.O.WALL = 8298' � 4' HEIGHT BOULDER WALL:
1 6' HEIGHT BOULDER WALL: _B.O.WALL = 8292' - - - - - - - - T.O.WALL = 8294' 8300
- �������� �� B.O.WALL I I T.O.WALL = 8292' - - � _
B.O.WALL = 8286'
6' HEIGHT BOULDER WALL:
,4' HEIGHT BOULDER WALL: - - - - - _ T.O.WALL = 8294'
T.O.WALL = 8288' �� _ - - - - - B.O.WALL = 8290'
B.O.WALL = 8292' - - - - -
1 l '� _ 8290' - 8" OIL - -- - - - - 6' HEIGHT BOULDER WALL: -
- FLAGSTONE - - T.O.WALL = 8288'
PATIO — — — — — — — —
- - B.O.WALL = 8282' -
— _
I I 829 BENCH NATURE EXISTINGTREES—
PATH _
I I 8286' 9' - _ - - - - - - - - - - - —
FLAGSTONE
PATIO — - <x � r — —
- / - BUILT -IN — — — — —
1 BBO LIMITS OF CONS
- - - - - - - - - FENCING TO FOL ..
A D D I T I D I V 82 - g PROPERTY LINE y t f
n feet 200
meters
8281' - 6 '. rn
`
l _ - -- - - - -
-- --------- - - -- - -- --
81
- — - - FLAGSTONE = L - ' --
1 T.O.WALL = 8274'
B.O.WALL = 8271'
I
LIMITS OF CONSTRUCTION FENCING
INCLUDE SILT FENCING ON DOWNHILL
SIDE FOR EROSION CONTROL
I /
I /
I �
E1� �
L- - --- / — — — — — — — — —
/
SANDSTONE
NEW FLAGSTONE WALK
NEW ENTRY STAIRS EXISTING KEYSTONE BLOCK WALL
ACCESS EASEMENT
DRIVE (60' R.O.W.)
S49-35'1 0"W 79.33'
SITE PLAN
1 1 " = 10' -0"
BLEND BOULDER
WALL INTO EXISTING LOT A-3 F NEIGHBOR
HOUSE
EXISTING
KEYSTONE KEYSTONE BLOCK WALL TO BE _
BLOCK WALL REMOVED DURING
CONSTRUCTION FOR ACCESS
AND REBUILT AT END OF
CONSTRUCTION.
I
I
PRIMARY CONSTRUCTION
UTILITY & DRAINAGE
EASEMENT
STAGING AREA I- - - - - - -
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0
0
0
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0
0
0
Design Review
Staff Approval
TOWN OF VAIIi' By Warren Campbell at 11:39 am, May 13, 2013
VICINITY MAP
PATIO- _
Sheet Name
8 80
GAS
FIRE
VAIL LOCATION
4' HEIGHT BOULDER WALL: _
A1.2
SUNKEN
A2.1
LOWER LEVEL + AREA PLANS
T.O.WALL = 8280
MAIN LEVEL FLOOR PLAN
HOT TUB
UPPER LEVEL FLOOR PLAN
A3.1
B.O.WALL = 8276'
A3.2
EAST & WEST ELEVATIONS
SECTIONS
A4.1
A4.2
SECTIONS
A5
DETAILS
■
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(3) L
LINE OF EXISTING
W
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DECK TO BE - --
-- -_
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REMOVED
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Vail
6' HEIGHT PATIO WALL:
T.O.WALL = 8281'6" _
- - - - -
g
B.O.WALL = 8275' 6"
95.03 ft
T HEIGHT BOULDER WALL:
1 T.O.WALL = 8274'
B.O.WALL = 8271'
I
LIMITS OF CONSTRUCTION FENCING
INCLUDE SILT FENCING ON DOWNHILL
SIDE FOR EROSION CONTROL
I /
I /
I �
E1� �
L- - --- / — — — — — — — — —
/
SANDSTONE
NEW FLAGSTONE WALK
NEW ENTRY STAIRS EXISTING KEYSTONE BLOCK WALL
ACCESS EASEMENT
DRIVE (60' R.O.W.)
S49-35'1 0"W 79.33'
SITE PLAN
1 1 " = 10' -0"
BLEND BOULDER
WALL INTO EXISTING LOT A-3 F NEIGHBOR
HOUSE
EXISTING
KEYSTONE KEYSTONE BLOCK WALL TO BE _
BLOCK WALL REMOVED DURING
CONSTRUCTION FOR ACCESS
AND REBUILT AT END OF
CONSTRUCTION.
I
I
PRIMARY CONSTRUCTION
UTILITY & DRAINAGE
EASEMENT
STAGING AREA I- - - - - - -
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0
0
0
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0
0
0
Design Review
Staff Approval
TOWN OF VAIIi' By Warren Campbell at 11:39 am, May 13, 2013
VICINITY MAP
9µ �
4
Sheet List
Sheet Number
Sheet Name
AO
COVER SHEET
VAIL LOCATION
SITE PLAN
A1.2
LANDSCAPE PLAN
A2.1
LOWER LEVEL + AREA PLANS
A2.2
MAIN LEVEL FLOOR PLAN
A2.3
UPPER LEVEL FLOOR PLAN
A3.1
NORTH & SOUTH ELEVATIONS
A3.2
EAST & WEST ELEVATIONS
SECTIONS
A4.1
A4.2
SECTIONS
A5
DETAILS
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Sheet List
Sheet Number
Sheet Name
AO
COVER SHEET
A1.1
SITE PLAN
A1.2
LANDSCAPE PLAN
A2.1
LOWER LEVEL + AREA PLANS
A2.2
MAIN LEVEL FLOOR PLAN
A2.3
UPPER LEVEL FLOOR PLAN
A3.1
NORTH & SOUTH ELEVATIONS
A3.2
EAST & WEST ELEVATIONS
SECTIONS
A4.1
A4.2
SECTIONS
A5
DETAILS
PROJECT / CODE SUMMARY
Single 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 -005
Class of Work: Renovation / Addition
Type of Construction: Type V -N
Type of Occupancy: R3 (single family)
Levels: 2 -story +basement
ZONING SUMMARY
Zoning: RESIDENTIAL CLUSTER (RC) DISTRICT
2 HOUSES SHARE SINGLE LOT FOR CALCULATING ZONING LIMITATIONS
Site Area: 2 Lots Combined = 41,120 s.f.
Buildable Areal 5, 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.
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.
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I (UTILITY & DRAINAGE — � L P
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- -_ LOT A -3 W
__--P.4719 ACRES
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LIMITS OF CONSTRUCTION FENCING -
INCLUDE SILT FENCING ON DOWNHILL
SIDE FOR EROSION CONTROL
1 LANDSCAPE PLAN
1 if = 10' -0"
SANDSTONE
EXISTING TREES
ACCESS EASEMENT
DRIVE (60' R.O.W.(
Design Review
Staff Approval
TOWN OF VAIIL � By Warren Campbell at 11:39 am, May 13, 2013
S49-35'1 0" W %9.33'
/I
�ct
D
F
GINON,
I,
UTILITY & DRAINAGE
EASEMENT
LANDSCAPE LEGEND
LIMITS OF CONSTRUCTION
FENCING TO FOLLOW
PROPERTY LINE
L T A -3 E
KEYSTONE BLOCK WALL TO BE
REMOVED DURING
CONSTRUCTION FOR ACCESS
AND REBUILT AT END OF
CONSTRUCTION.
PRIMARY CONSTRUCTION
STAGING AREA
I
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i
SYMBOL
NAME
SIZE
QUANTITY
LANDSCAPE NOTE:
ALL DISTURBED AREAS SHALL RECIEVE REVEGETATION SEEDING
A COLORADO BLUE SPRUCE 6'- 8' TALL 3
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(PICEA PUNGENS)
N
WITH NATURAL GRASSES AND WILDFLOWER SEED MIX.
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(NOTE: REPLANT 3 EXISTING SPRUCE TREES)
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IRRIGATION NOTE:
ALL AREAS OF NEW SOD TO RECIEVE SPRAY IRRIGATION.
B
QUAKING ASPEN
2" - 3" CAL.
9
ALL AREAS OF GROUND COVER AND TREE /SHRUB PLANGINGS TO
(POPULUS TREMULOIDES)
RECEIVE UNDER - GROUND DRIP IRRIGATION.
C
FLOWERING CRAB APPLE
3" CAL.
1
ALL IRRIGATION SYSTEMS TO BE DESIGNED BY A LANDSCAPE
(MALUS SPP.)
o
CONTRACTOR AND SUBMITTED TO THE ARCHITECT AND /OR OWNER
FOR APPROVAL PRIOR TO INSTALLATION.
D
WESTERN SANDCHERRY
5GALLON
5
a
(PRUNUS BESSEYI)
RAIN SENSOR NOTE:
THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN
E
VANHOUTTE SPIREA
5 GALLON
5
SENSOR.
( SPIREA VANHOUTTE)
>
EROSION CONTROL NOTE:
F
LILAC FRAGRANT
5 GALLON
5
ALL DISTURBED AREAS WITHOUT FORMAL LANDSCAPING TO
(SYRINGA VULGARIS)
RECIEVE REVEGETATION SEEDING.
EROSION CONTROL SHALL BE MAINTAINED BY PLACEMENT OF HAY
G
SNOWBERRY
5 GALLON
5
BAILS AND SILT FENCING ON DOWNSLOPE SIDE OF LOT AND IN
(SYMPHORICARPOS ALBUS)
o
DRAINAGE SWALES.
NATURAL GRASSES AREA = 440 S.F.
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SLOWER LEVEL
u 1/8" = V -0"
29' -0"
V
MAIN LEVEL
1/8" = 1' -0"
UPPER LEVEL
1/8" = 1' -0"
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AREA SCHEDULE - EXISTING
Name
Area
EXISTING LOWER LEVEL
619.5 SF
EXISTING MAIN LEVEL
1150.6 SF
EXISTING UPPER LEVEL
594.4 SF
Grand total: 3
2364.6 SF
619.5 SF
AREA SCHEDULE - NEW
Name
EXISTING UPPER LEVEL
Area
NEW MAIN LEVEL
520.5 SF
520.5 SF
NEW UPPER LEVEL
>
520.2 SF
Grand total: 2
1040.7 SF
AREA SCHEDULE - ALL
Name Area
EXISTING LOWER LEVEL
619.5 SF
EXISTING MAIN LEVEL
1150.6 SF
EXISTING UPPER LEVEL
594.4 SF
NEW MAIN LEVEL
520.5 SF
NEW UPPER LEVEL
520.2 SF
Grand total: 5 3405.3 SF
AREA SCHEDULE - GARAGE
Name Area
GARAGE 482 S F
Grand total: 1 482 SF
4
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7
4
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1
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26' -0"
UP
BEDROOM 1
NEW 2' HEIGHT STONE RETAINING
WALL & PLANTER
NEW STONE TAPERED COLUMN —
WROUGHT -IRON RAILING
CANTILEVER LANDING BALCONY –
52' -0"
I I I I II II II II II II I
1 11 IIEXPANDED I
u MECH ROOM (D 0
I I I I I I II II II II II I
I I I I I i II II II II II I I
ENTRY
VESTIBULE
1 5' -6"
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2 -CAR GARAGE
EXISTING KEYSTONE
BLOCK WALL - 6' HEIGHT
2
A4.1
EXISTING ASPHALT
DRIVEWAY 3
A4.1
8 FA02
NEW STONE
TAPERED
COLUMN
NEW FLAGSTONE
STEPS
4 RISERS @ 6"
FRONT PORCH; T
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_ �J _ NEW 2' HEIGHT STONE RETAINING \
WALL & PLANTER
FRONT LANDING
NG
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— = WALK SLOPED CAP
_ 1
1
FA01
EXISTING 6' HEIGHT KEYSTONE BLOCK WALL
EXISTING SLOPING DRIVEWAY
j) LOWER LEVEL
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1/4" = 1 ' -0"
CONSTRUCTION DOCUMENTS NOTE:
THESE CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL SHEETS HAVE BEEN PREPARED IN RESPONSE TO THE SPECIFIC BASIC SERVICES REQUESTED
BY THE OWNER CONTEMPLATING CONTINUED INVOLVEMENT, SELECTIONS AND DECISION MAKING BY THE GENERAL CONTRACTOR AND OWNER THROUGH
COMPLETION OF CONSTRUCTION.
THESE DOCUMENTS INDICATE THE SCOPE OF ARCHITECTURAL DESIGN CONCEPTS APPROVED BY THE OWNER AND INCLUDE DIMENSIONS OF THE BUILDING, THE
TYPES OF STRUCTURAL SYSTEMS AND AN OUTLINE OF THE ARCHITECTURAL AND STRUCTURAL ENGINEERING ELEMENTS OF CONSTRUCTION.
THESE CONSTRUCTION DOCUMENTS PROVIDE THE SCOPE OF SERVICES AS OUTLINED IN THE AGREEMENT FOR ARCHITECTURAL SERVICES AND THEREFORE DO
NOT NECESSARILY INDICATE OR DESCRIBE ALL MATERIALS REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE WORK.
IT 1S THE UNDERSTANDING OF THE ARCHITECT AND ENGINEER THAT THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER
COMPLETION OF THE WORK AND THAT THE WORK SHALL BE OF SOUND AND QUALITY CONSTRUCTION IN ACCORDANCE WITH INDUSTRY STANDARDS AND ALL
MANUFACTURERS SPECIFICATIONS, INSTRUCTIONS, AND WARRANTY REQUIREMENTS.
THE CONTRACTOR, BASED ON THE FOREGOING, SHALL PREPARE FOR OWNER REVIEW A REALISTIC BUDGET WITH A LATITUDE OF PRICES BASED ON
ASSUMPTIONS OF SCOPE OF WORK AND OWNER PRODUCT SELECTIONS.
CONTRACTOR'S RESPONSIBILITIES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS, CONSTRUCTION DOCUMENTS, STRUCTURAL DOCUMENTS,
MUNICIPAL AND /OR COUNTY ZONING CODES, PERTINENT IRC 2006 CODE REQUIREMENTS, AND GENERAL SPECIFICATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL ENGINEERING, DESIGN, SPECIFICATIONS AND DRAWINGS AS REQUIRED
FOR BUILDING PERMIT AND APPROVAL BY OWNER AND ARCHITECT.
COPYRIGHT RESERVATION:
THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE
FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED IN WRITING, THE ARCHITECT SHALL BE DEEMED THE SOLE AND
EXCLUSIVE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON, WHETHER
HAVING COME RIGHTLY INTO POSSESSION HEREOF OR OTHERWISE, SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO THIS
PROJECT NOR FOR THE COMPLETION OF THIS PROJECT BY OTHERS, UNLESS WITH THE PRIOR EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON
APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN AMOUNT AND KIND SATISFACTORY TO THE ARCHITECT. THE ARCHITECT EXPRESSLY CLAIMS ALL
PROPRIETARY RIGHTS IN THE MATERIAL WHICH IS ISSUED IN CONFIDENCE FOR DESIGN AND /OR CONSTRUCTION PURPOSES OF THIS PROJECT AS NOTED. THESE
MATERIALS MAY NOT BE COPIED, MODIFIED, NOR EMPLOYED IN ANY WAY WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.
Design Review
Staff Approval
TOWN OF VAI t By Warren Campbell at 11:39 am, May 13, 2013
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Design Review
Staff Approval
By Warren Campbell at 11 :40 am, May 13, 2013
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strucutre to be replaced
(with asphalt shingles
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By Warren Campbell at 11:40 am, May 13, 2013
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Design Review
Staff Approval
_ I Li Mi WE. flfl I III By Warren Campbell at 11:40 am, May 13, 2013
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,y Design Review
—III= I Staff Approval -III— III 1=
MFEHE,,FREI�fff III III t =I I I F BY warren Campbell at 11:40 am. May 13. 2013
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MASTER
BEDROOM
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NEW DINING
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ITT —
BATH
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Plate Height
8298'- 9"
UPPER LE_VEL�
8290'- 8" r
MAIN LEVEL t
82811- W'
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298' - 99"
LEVEL &_�
2909- 8"
J LEVEL
281' -9" `J
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' - 6 1 /2"
Plate He��
8298'- 9"
UPPER LEVEL
8290' - 8"
MN LEVEL
8281'- 9"
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LONG SECTION - NEW SOUTH
3/16" = V -0"
sq, _ n„
Plate Height
8298'- 9"
_UPPER LEVEL
8290'- 8"
N LEVEL
&2- 81' - 9"
LOWER LEVEL _ — —t — IIIIII —LOWER LEVEL
tt�
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I III III III II — -
Q Design Review
4 SECTION ENTRY Staff Approval
`� 3/16" = 1' -0"
TO �,� � F �� � � ` By Warren Campbell at 11:40 am, May 13, 2013
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Plate Height A-', Plate Height
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8298' _1 - - - - - - - 8298'-
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REMODEL
M. BATH
NEW GUEST BATH NEW MASTER
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CLOSET
GREAT ROOM
-UPPER LEVEL - - 1PPER LEVEL t��
- - - - - - 8290' 8"1
NEW FIREPLACE ♦ NEW POWDER
SURROUND TO BE
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DESIGNED EXISTING
_ NEW DINING ` 1
—_
ROOM BEDROOM - I A5
NEW BUILT -INS TO _
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BE DESIGNED
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- MAIN LEVEL �1 - _ ♦ _ - I MAI$ LEVEL
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- - - 8281' - 9" ' — °
EXISTING BEDROOM BATH -
_ _ ° ♦ ♦` EXISTING
LI
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=1� T / - LOWER LEVEL
LOWER 8272 LEVEL 8272 '- 6 1/2 ,�
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;2 SECTION LIVING ROOM n SECTION GARAGE - EAST
1/4" = 1' -0" 1/411 = 1' -0"
/ 3
1
3 2 1 A4.2 A4.1 A4.2
to A4.
'do ' REAR WALL OF ADDITION TO MEET
do LATERAL LOADS FOR FALLING
'
' BOULDERS AS PRESCRIBED BY THE
do � ROCKFALL HAZARD REPORT
-
Plate _Height Plate Hei ht
8298'- 9" - - - - - - - - - - 8298'- 9"
GUEST - GUEST BEDROOM GUEST BATH
/BEDROOM `
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GREAT ROOM=—
UPPER LEVEL UPPER LEVEL
I
8290 811-
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MAIN LEVEL - _ _ MAIN LEVEL
8281'- 9" -
EXISTING BEDROOM a _
STAIRS
II LOWER LEVEL - J -�I J �- =LOWER LEVEL OgL
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III III III III III III III III III III III 18272' 61/2 "I III- 1II III III III III III III III III III III III III III III III III III III III 8272' -61/2°
dP
l_ Design Review
Staff Approval
By Warren Campbell at 11:40 am, May 13, 2013
TOWN OF VAIL
„�,, -III III III III III III III III III III III III II
SECTION G BED WEST LONG SECTION - NEW NORTH
1/411 = 1 ' -0" 1/4" = 1' -0"
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CHIMNEY CAP WEST
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COPPER SUPPORT LE(
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CHIMMEY CAP SOUTH
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WOOD TRIM PACKAGE OVER WOOD PANELLING
GARAGE DOOR DETAIL
1/2" = 1' -0"
N
RAILING VIEW
METAL CAP AT ALL POSTS
8X8 WOOD POST W/
DECORATIVE NOTCH
3X 5 WOOD RAILING CAP,
SLOPE TO EXTERIOR, COVER
W/ METAL CAP
7/8" X 2 1/2" TOP RAILS (BOTH
SIDES OF RAILING)
3/4" SQUARE WROUGHT -IRON
MID - HEIGHT HORIZ. BAR
3/4" SQUARE WROUGHT-
IRON PICKETS
1" SQUARE WROUGHT -
IRON BOTTOM RAIL
EXISTING RIM JOIST &
WOOD DECKING
WINDOW TRIM DETAIL
1 If = 1' -0"
DECK & RAILING DETAIL
1 If = 1' -0"
X6 SIDE TRIM
SLOPED APRON
2X6 BOTTOM TRIM
CAVITY INc
SECTIONS
5/8" GWB 0
RETARDER
EXTERIOR'
PRE -FAB 11
HEADER
WOOD CA;
PROFILE T
BACKER R
AND SEAL
SHIM SPA(
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WOOD CASING
PROFILE TBD
BACKER ROD
AND SEALANT
WOOD SIDING (RE: ELEVS) OVER
THERMAL AND AIR - INFILTRATION
BARRIER OVER PLYWOOD
SHEATHING
FLASHING
3X_ WOOD HEADER (RE:
ELEVS) W/ SLOPED TOP
WATERPROOF MEMBRANE
WINDOW TAPE OVER NAILING
FLANGE
SEALANT BEHIND
NAILING FLANGE
2X WOOD SILL APRON W/
SLOPED TOP
2X_ WOOD SILL
DRIP NOTCH
WATERPROOF MEMBRANE
TAPE TO OVERLAP AIR -
INFILTRATION BARRIER AND
EXTEND OVER ROUGH SILL
5/8" GWB OVER VAPOR
RETARDER OVER 2X6
EXTERIOR WALL STUDS
WATERPROOF MEMBRANE
WINDOW TAPE WOOD SIDING (RE: ELEVS) OVER
tj BARRIER
THERMAL AND AIR - INFILTRATION
2X_ WOOD SILL (RE: ELEVS) EXTERIOR SHEATHING OVER PLYWOOD
DETAIL -WINDOW
6 1 1 /2" = 1' -0"
Design Review
Staff Approval
T[] UV, f �0 0 � ; By warren Campbell at 11:40 am, May 13, 2013
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