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COVER
PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY:
DATE:
REVISIONS:
xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF
DRB 04.30.18
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2018
5155 MAIN GORE DRIVE
VAIL, COLORADO 81657
GENERAL NOTES:
1. DO NOT SCALE DRAWINGS.
2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO
BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY
CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY.
3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN
APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE
PARTICULAR AREAS.
4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD
COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND
ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF
WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED.
5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS
INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS,
TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE
BEAMS.
6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR
DOOR TYPES.
7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE
FOR WINDOW TYPES.
8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING
FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM
DRAWINGS.
9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE
CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL
IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO
ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT.
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL
APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS
PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE AND THE
INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE
CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM
TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES.
11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE
AND OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING,
NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING,
OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL
INTEGRITY OF THE CONSTRUCTION.
12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT
THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO
BEGINNING ANY SITE WORK.
13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF
& DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE
MINIMAL PROBLEMS WITH THESE SURFACES.
14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S
WRITTEN APPROVAL.
15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL
CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS
TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN
THE RECOGNIZED STANDARDS OF THE INDUSTRY.
16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE
SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES.
17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING
UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND
VEGETATION IMPACTS TO THE SITE.
18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND
TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF
EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH
THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE
RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE.
19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER.
20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE
CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN
IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT.
DRAWING INDEX
DRB SET
04.30.2018
ARCHITECTURAL:
A 001 COVER SHEET
SP SITE PLAN
A 100 EXIST. & PROPOSED LOWER LEVEL PLAN
A 101 EXIST. & PROPOSED MAIN LEVEL PLAN
A 300 EXIST. & PROPOSED BUILDING ELEVATIONS
A 301 EXIST. & PROPOSED BUILDING ELEVATIONS
A 302 EXIST. & PROPOSED BUILDING ELEVATIONS
STRUCTURAL:
1
A4.1A
Detail Area Reference
EL: 0'-0"
1
A4.00
1
A3.0
Elevation Reference
Section Cut Reference
1
A-2.0
1
Large Area Detail Reference
12/31/1999
1
Material Tag
Revision Symbol
1
A4.1A
Detail Cut Reference
Grid Bubble
Revision Cloud
Elevation Symbol
PROJECT SUMMARY:
CODE:
INTERNATIONAL BUILDING CODE 2015
ZONING:
TWO FAMILY RESIDENTIAL
OCCUPANCY CLASSICIATION:
RESIDENTIAL GROUP R-3
PROJECT TEAM:
ARCHITECT:
K.H. WEBB ARCHITECTS P.C.
710 LIONSHEAD CIRCLE, UNIT A
VAIL, CO 81657
P: 970.477.2990
GENERAL CONTRACTOR:
BURKE HARRINGTON
970 376-2256
bhcco@comcast.net
STRUCTURAL ENGINEER:
MONROE & NEWELL ENGINEERS, INC.
P.O. BOX 1597
SUITE 204
AVON, CO
81620
PH: 970.949.7768
INTERIOR DESIGNER:
XXX
XXX
XXX
XXX
SYMBOLS:
10/09/18
SNOWSHOE LANE
LOT 20 MAIN GORE DRI
VE¨4 EXISTING
EVERGREEN TREES
TO BE REMOVED
N
1"=10-0"
SITE PLAN
NEW 6" DIA. DRAIN
PIPE WITH HEAT
TAPE
NEW RETAINING
WALL. FIELD
COORDINATE
STAIRS.
SP
SITE PLAN
PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY:
DATE:
REVISIONS:
xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF
DRB 04.30.18
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2018
10/09/18
LAUNDRY
CRAWL SPACE
STORAGE
CL
CL
BEDROOM 2
BEDROOM 3
EL. -0'-8"
WALKWAY
EL. -5'-9"
EL. -0'-7"
ENTRY
EL. +0'-0"
EL. +2'-5"
MEDIA ROOM
EL. +0'-0"
BATH
GARAGE LEVEL
EL. -6'-2"
1 1/4" = 1'-0"
PROPOSED LOWER LEVEL PLAN
WALL LEGEND
EXISTING WALLS
WALLS TO BE REMOVED
WALLS TO BE ADDED
TO REMAIN
BATH
MUD
NEW HIGH
WINDOWREPLACE EXISTING
WINDOW RELOCATE
AS SHOWN
NEW WINDOWREPLACE EXISTING WINDOW
AND DOOR WITH A LARGER
DOOR UNIT.
REPLACE AND
RELOCATE WINDOW
AS SHOWN
REPLACE WINDOW
WITH DOOR AND
RAILING UNIT
REDUCE STAIR WIDTH AND
ENLARGE EXISTING PLANTER.
PROVIDE BOARD FORM
CONCRETE RETAINING WALL
PER STRUCTURAL DRAWINGS
EXISTING STRUCTURAL COLUMN
TO REMAIN. FIELD VERIFY EXISTING
STRUCTURAL SYSTEM WITH
ENGINEER PRIOR TO INTERIOR
DEMOLITION. REINFORCE AS
REQUIRED FOR REMODEL.
EXISTING STRUCTURAL
WOOD COLUMNS TO
REMAIN
REMOVE EXISTING STONE
VENEER. PROVIDE BOARD
FORM CONCRETE VENEER ON
EXISTING CONCRETE WALLS
AS COORDINATED WITH
STRUCTURAL ENGINEER.
CONCRETE WALLS
TO BE ADDED
EGRESS
EGRESS
36" HIGH
GUARDRAIL
WOOD SITE WALL
TO BE REMOVED
EDGE OF EXISTING
UPPER LEVEL AND
DECK ABOVE TO
REMAIN
EXISTING PLANTER
TO BE REMOVED
3
A300
4
A300
2
A301
1
A301
7
A301
5
A302
8
A302
6
A302
CL
CLCL
CL
BEDROOM 2
BEDROOM 3
CRAWL SPACE
LAUNDRY
STORAGE
EL. -0'-8"
DRIVEWAY
EL. -5'-9"
EL. -0'-7"
ENTRY
EL. +0'-0"
EL. +2'-5"
MEDIA ROOM
EL. +0'-0"
BATH
GARAGE LEVEL
EL. -6'-2"
1 1/8" = 1'-0"
EXISTING LOWER LEVEL PLAN
A100
EXIST. & PROP.
LOWER LEVEL
PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY:
DATE:
REVISIONS:
xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF
DRB 04.30.18
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2018
Provide smoke and carbon monoxide
detectors throughout existing and
remodeled spaces per code.
10/09/18
BEDROOM 1
LIVING ROOM
DECK
EL. +8'-2"
KITCHEN
BATH
MASTER BEDROOM
EL. 8665.7'
DEN
CL
CL
BATHBATH
HALLWAY
EL. +8'-2"
DECK
EL. +7'-8"
CLFLAT CEILING LINEOPEN
2 1/4" = 1'-0"
PROPOSED MAIN LEVEL PLAN
DW
DW
REF
PAN
PAN
OVEN
3
A300
4
A300
APP.
GAR.
EL. +8'-8" (+8671.2')
(+8670.7')
WALL LEGEND
EXISTING WALLS
WALLS TO BE REMOVED
WALLS TO BE ADDED
TO REMAIN
REMOVE FAUX MANSARD
ROOF AND STONE
VENEER
REPLACE EXISTING
WINDOWS WITH
TALLER UNITS
REPLACE EXISTING
WINDOW RELOCATE
AS SHOWN
REPLACE EXISTING
WINDOW WITH
TALLER UNIT
NEW HIGH
WINDOW
NEW TALL
WINDOW
REPLACE EXISTING CURVED TOP
WINDOW AND DORMER PER
STRUCTURAL DRAWINGS
REMOVE FAUX MANSARD
ROOF AND STONE
VENEER
REMOVE FAUX MANSARD
ROOF AND STONE
VENEER
NEW 36" GUARDRAIL
EGRESS
EGRESS
NEW 36" GUARDRAIL
2
A301
1
A301
7
A301
5
A302
8
A302
6
A302
BEDROOM 1
LIVING ROOM
EL. +8'-8"
DECK
EL. +8'-2"
KITCHEN
BATH
MASTER BEDROOM
EL. +4'-8"
DEN
CL
CL
BATHBATH
HALLWAY
EL. +8'-2"
DECK
EL. +7'-8"
CL
OPEN
2 1/8" = 1'-0"
EXISTING MAIN LEVEL PLAN
A101
EXIST. & PROP.
MAIN LEVEL
PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY:
DATE:
REVISIONS:
xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF
DRB 04.30.18
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2018
10/09/18
MAIN LEVEL
EL. +8'-8" (+8671.2')
LOWER LEVEL
EL. +0'-0" (+8662.5')
3 1/4" = 1'-0"
PROPOSED HOUSE SOUTH ELEVATION
HALLWAY
EL. +8'-2" (+8670.7')
EXISTING FAUX
MANSARD ROOF
AND BEAM ENDS
TO BE REMOVED
REPLACE EXISTING WINDOWS
AS SHOWN. SEE STRUCTURAL
DRAWINGS FOR NECESSARY
MODIFICATIONS
EXISTING BRIDGE ELEMENT
TO REMAINEXISTING RECENTLY
RENOVATED
FACADE TO REMAIN
METAL FLASHING TYPICAL
RE-STUCCO EXISTING
CHIMNEY ELEMENT
WITH SMOOTH
STUCCO AND 1/2"
REGLETS
1x8 TONGUE AND
GROOVE CEDAR
SIDING
FLASHING STRIP 1/4"
WIDE (TYPICAL)
MAIN LEVEL
EL. +8'-8" (+8671.2')
LOWER LEVEL
EL. +0'-0" (+8662.5')
4 1/4" = 1'-0"
PROPOSED HOUSE NORTH ELEVATION
EXISTING FAUX
MANSARD ROOF
AND BEAM ENDS
TO BE REMOVED
PROPOSED DOOR LOCATION PER
PLAN. SEE STRUCTURAL DRAWINGS
FOR FRAMING REQUIREMENTS
TYPICAL
ENLARGE EXISTING
WINDOWS
NEW WINDOW LOCATIONS
PER PLAN TYPICAL. SEE
STRUCTURAL DRAWINGS
FOR NECESSARY
MODIFICATIONS.
EXISTING RECENTLY
RENOVATED
FACADE TO REMAIN
RE-STUCCO EXISTING
CHIMNEY ELEMENT
WITH SMOOTH
STUCCO AND 1/2"
REGLETS
1x8 TONGUE AND
GROOVE CEDAR
SIDING NEW 3.5 x 3.5 GRIDDED
MESH METAL RAILING
BLACK 1x6 CEDAR
TYPICAL
FLASHING STRIP 1/4"
WIDE (TYPICAL)
MAIN LEVEL
EL. +8'-8" (+8671.2')
LOWER LEVEL
EL. +0'-0" (+8662.5')
3 1/8" = 1'-0"
EXISTING HOUSE SOUTH ELEVATION
MAIN LEVEL
EL. +8'-8" (+8671.2')
LOWER LEVEL
EL. +0'-0" (+8662.5')
4 1/8" = 1'-0"
EXISTING HOUSE NORTH ELEVATION
A300
EXIST. & PROP.
BUILDING ELEVS.
PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY:
DATE:
REVISIONS:
xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF
DRB 04.30.18
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2018
10/09/18
MAIN LEVEL
EL. +8'-8" (+8671.2')
2 1/8" = 1'-0"
EXISTING HOUSE WEST ELEVATION
MAIN LEVEL
EL. +8'-8" (+8671.2')
LOWER LEVEL
EL. +0'-0" (+8662.5')
1 1/4" = 1'-0"
PROPOSED HOUSE EAST ELEVATION
EXISTING FAUX
MANSARD ROOF
AND BEAM ENDS
TO BE REMOVED
REMOVE EXISTING
STONE VENEER
REPLACE EXISTING WINDOWS
AS SHOWN. SEE STRUCTURAL
DRAWINGS FOR NECESSARY
MODIFICATIONS
NEW WINDOW LOCATIONS
PER PLAN TYPICAL. SEE
STRUCTURAL DRAWINGS
FOR NECESSARY
MODIFICATIONS.
NEW DOOR AS SELECTED BY
OWNER. SEE STRUCTURAL
DRAWINGS FOR FRAMING
REQUIREMENTS TYPICAL
BUILDING BEYOND NOT
SHOWN FOR SIMPLICITY
TYPICAL
NEW 3.5 x 3.5 GRIDDED
MESH METAL RAILING
FLASHING STRIP 1/4"
WIDE (TYPICAL)
1x8 TONGUE AND
GROOVE CEDAR
SIDING
MAIN LEVEL
EL. +8'-8" (+8671.2')
2 1/4" = 1'-0"
PROPOSED HOUSE WEST ELEVATION
EXISTING FACADE
TO REMAIN
MAIN LEVEL
EL. +8'-8" (+8671.2')
LOWER LEVEL
EL. +0'-0" (+8662.5')
1 1/8" = 1'-0"
EXISTING HOUSE EAST ELEVATION
7 1/4" = 1'-0"
PROPOSED GARAGE EAST ELEVATION
MASTER LEVEL
EL. 8665.7'
GARAGE LEVEL
EL. 8656.8'
UPPER LEVEL
EL. +8'-8" (+8671.2')HALLWAY
EL. +8'-2" (+8670.7')
EXISTING BRIDGE ELEMENT
TO REMAIN. APPLY NEW
METAL PANELING FINISH PER
MANUFACTURES DETAILS
AND SPECIFICATIONS
REMOVE EXISTING
FAUX MANSARD
ROOF AND STONE
VENEER
GLASS GARAGE
DOORS
REMOVE EXISTING DORMER
AND WINDOW REFRAME PER
STRUCTURAL DRAWINGS FOR
NEW WINDOW
REMOVE EXISTING
FAUX MANSARD
ROOF AND STONE
VENEER
BLACK SHEET
METAL 22 GAGE
RANDOM WIDTH
BARNWOOD SIDING
TYPICAL @ GARAGE
BOARD FORM
CONCRETE
METAL PANEL
BOARD FORM
CONCRETE
SKEWED BUILDING BEYOND
NOT SHOWN FOR
SIMPLICITY
NEW 3.5 x 3.5 GRIDDED
MESH METAL RAILING
PLANTER TO BE
REMOVED
MASTER LEVEL
EL. 8665.7'
GARAGE LEVEL
EL. 8656.8'
UPPER LEVEL
EL. +8'-8" (+8671.2')HALLWAY
EL. +8'-2" (+8670.7')
7 1/8" = 1'-0"
EXISTING GARAGE EAST ELEVATION
A301
EXIST. & PROP.
BUILDING ELEVS.
PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY:
DATE:
REVISIONS:
xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF
DRB 04.30.18
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2018
10/09/18
6 1/4" = 1'-0"
PROPOSED GARAGE SOUTH ELEVATION
MASTER LEVEL
EL. 8665.7'
UPPER LEVEL
EL. +8'-8" (+8671.2') HALLWAY
EL. +8'-2" (+8670.7')
GARAGE LEVEL
EL. 8656.8'
EXISTING BRIDGE ELEMENT
TO REMAIN SKEWED
BUILDING BEYOND NOT
SHOWN FOR SIMPLICITY
REMOVE EXISTING DORMER
AND WINDOW REFRAME PER
STRUCTURAL DRAWINGS FOR
NEW WINDOW
REMOVE EXISTING
FAUX MANSARD
ROOF AND STONE
VENEER
REPLACE EXISTING
WINDOWS WITH SINGLE
TALLER UNIT
BLACK SHEET
METAL 22 GAGE
RANDOM WIDTH
BARNWOOD SIDING
TYPICAL
METAL FLASHING TYPICAL
AT TOP OF PARAPET WALL,
ALL WINDOWS, DOORS
AND PROTRUSIONS
SMOOTH STUCCO
WITH 1/2" REGLETS
NEW METAL PANELING
FINISH PER MANUFACTURES
DETAILS AND
SPECIFICATIONS
5 1/4" = 1'-0"
PROPOSED GARAGE WEST ELEVATION
MASTER LEVEL
EL. 8665.7'
UPPER LEVEL
EL. +8'-8" (+8671.2') HALLWAY
EL. +8'-2" (+8670.7')
GARAGE LEVEL
EL. 8656.8'
LOWER LEVEL
EL. +0'-0" (+8662.5')
EXISTING BRIDGE ELEMENT
TO REMAIN, SKEWED IN
PLAN. ADJACENT BUILDING
NOT SHOWN FOR
SIMPLICITY
EXISTING FAUX
MANSARD ROOF
TO BE REMOVED
BEYOND
REPLACE EXISTING
WINDOWS
RANDOM WIDTH
BARNWOOD SIDING
TYPICAL
NEW ENLARGED FIXED
WINDOWS
NEW METAL PANELING
FINISH PER MANUFACTURES
DETAILS AND
SPECIFICATIONS
8 1/4" = 1'-0"
PROPOSED GARAGE NORTH ELEVATION
MASTER LEVEL
EL. 8665.7'
GARAGE LEVEL
EL. 8656.8'
HALLWAY
EL. +8'-2" (+8670.7')
REMOVE EXISTING DORMER
AND WINDOW REFRAME PER
STRUCTURAL DRAWINGS FOR
NEW WINDOW
EXISTING STRUCTURAL COLUMNS TO REMAIN AS COORDINATED w/
STRUCTURAL ENGINEER. INSPECT ALL MEMBERS AND CONNECTIONS FOR WEAK
OR ROTTEN AREAS. COORDINATE ALL AREAS OF RECONSTRUCTION INCLUDING
BUT NOT LIMITED TO BUILD UP, WATERPROOFING, FLASHING, FINISHES, DETAILS
AND SPECIFICATIONS WITH ARCHITECT BEFORE WORK IS COMPLETED.
REMOVE EXISTING
FAUX MANSARD
ROOF AND STONE
VENEER
EXISTING BRIDGE ELEMENT
AND DECK TO REMAIN.
BLACK SHEET
METAL 22 GAGE
RANDOM WIDTH
BARNWOOD SIDING
TYPICAL
"3x" ACCENT BOLTED
TO HOUSE WITH
METAL FLASHING
TYPICAL
BOARD FORM
CONCRETE
NEW 3.5 x 3.5 GRIDDED
MESH METAL RAILING
EXISTING BRIDGE ELEMENT
TO REMAIN. APPLY NEW
METAL PANELING FINISH PER
MANUFACTURES DETAILS
AND SPECIFICATIONS
PLANTER TO BE
REMOVED
MASTER LEVEL
EL. 8665.7'
GARAGE LEVEL
EL. 8656.8'
HALLWAY
EL. +8'-2" (+8670.7')
8 1/8" = 1'-0"
EXISTING GARAGE NORTH ELEVATION
MASTER LEVEL
EL. 8665.7'
UPPER LEVEL
EL. +8'-8" (+8671.2') HALLWAY
EL. +8'-2" (+8670.7')
GARAGE LEVEL
EL. 8656.8'
6 1/8" = 1'-0"
EXISTING GARAGE SOUTH ELEVATION
MASTER LEVEL
EL. 8665.7'
UPPER LEVEL
EL. +8'-8" (+8671.2') HALLWAY
EL. +8'-2" (+8670.7')
GARAGE LEVELEL. 8656.8'
5 1/8" = 1'-0"
EXISTING GARAGE WEST ELEVATION
A302
EXIST. & PROP.
BUILDING ELEVS.
PROJECT:710 WEST LIONSHEAD CIRCLE - UNIT A VAIL., COLORADO 81657 970.477.29905155 MAIN GORE DRIVEDRAWN BY:
DATE:
REVISIONS:
xxxxLot 20 Vail Meadows Filing No. 1 Town of Vail, Eagle Valley ColoradoMF
DRB 04.30.18
XXX 00.00.00
.+:(%%
ARCHITECTS PC
COPYRIGHT 2018
10/09/18
10/09/18
10/09/18
10/09/18