HomeMy WebLinkAboutDRB18-0411_approved plans_1534777912.pdfCONSTRUCTION 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 IS 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 2015 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.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS8/17/2018 1:21:48 PMA0.0COVER SHEETXXXX GROUSE DUPLEX DESIGN REVIEW8-17-18Jarenko5128 Grouse LaneVail, CO 81657GROUSE DUPLEX
5128 GROUSE LANE, VAIL, COLORADO
No. Description DateDuplex Residence
Owner: Stanley & Karen Jeranko
1357 Ranch Reserve PKWY
Denver, CO 80234-2529
pwdrhnd@aol.com
Cell: 303-929-2679
Location: 5128 Grouse Lane A&B
(Gore Creek Subdivision, Block 1, Lot 8, Parcels A & B)
Parcel # Parcel A: 2099-182-12-009
Parcel B: 2099-182-12-010
Architect: John G Martin, AIA
Martin Manley Architects
www.martinmanleyarchitects.com
john@martinmanleyarchitects.com
970-328-0592
Structural Engineer: To be Determined
General Contractor: To be Determined
PROJECT INFORMATION
PROJECT NARRATIVE
BOTH HALVES OF THE EXISTING DUPLEX LOT ARE OWNED BY ONE OWNER. IT IS THE
OWNER'S INTENTION TO COMPLETELY DEMOLISH THE EXISTING SMALL DUPLEX AND
BUILD A NEW AND IMPROVED MODERN DUPLEX RESIDENTIAL STRUCTURE ON THE SITE.
THE EXISTING LOT-SPLIT LINE WILL BE ABANDONED AND A NEW LOT-SPLIT LINE WILL
DEFINE A NEW PARCEL A AND PARCEL B.
THERE WILL BE ACCESS FROM TWO LOCATIONS. HOUSE A ON PARCEL A WILL BE
ACCESSED FROM THE END OF THE COULDESAC ON GROUSE LANE USING THE SAME
DRIVEWAY PAN WIDTH AS THE PREVIOUS DRIVEWAY. HOUSE B ON PARCEL B WILL BE
ACCESSED FROM THE ERW&SD ACCESS ROAD WITH PERMISSION FROM AN EXISTING
ACCESS EASEMENT AGREEMENT FOR PARCEL B. THE DUPLEX HALVES ARE
SEPERATED BY A 1 HR SEPARATION PARTY WALL ONLY. THE DESIGN OF THE HOUSE
RESPONDS TO THE STEEP SITE, SWEEPING VIEWS, NEIGHBOR PRIVACY, GORE CREEK
ADJACENCY, AND MOUNTAIN MODERN STYLE.
Class of Work: New Construction
Type of Occupancy: R-3 (DUPLEX)
Type of Construction: Type V-b (Sprinklered)
Levels: 2-story over walk-out basement
Town of Vail Fire Dept. Notes:
Smoke Detectors and Carbon Monoxide alarms must be installed IN
ALL DWELLING UNITS, and be installed per 2015 IFC and VFES fire
alarm installation standards.
AN AUTOMATIC FIRE-SPRINKLER SYSTEM AND MONITORED
FIRE ALARM MUST BE INSTALLED PER TOVAIL FIRE DEPT.
REQUIREMENTS.
This project falls under the jursidiction of:
The Town of Vail Design Review Board and Building Department
The 2015 International Residential Code (IRC 2015)
The 2015 International Energy Conservation Code (IECC 2015)
The Town of Vail Municipal Code including adopted amendments
CODE SUMMARY
FIRE DEPT. SUMMARY
SITE AREA = .3885 ACRES x 43,560 SQ. FT. = 16,923 SQ. FT.
SITE COVERAGE SUMMARY(BOTH HOUSES COMBINED):
SITE COVERAGE - ALLOWED (20% LOT) = 3,385 S.F.
SITE COVERAGE - TOTAL PROPOSED = 3,382 S.F. (19.9%)
TOWN OF VAIL ZONING DISTRICT:
Two-Family Residential (R)
VAIL ZONING SUMMARY
GRFA ALLOWED:
46% LOT AREA < 10,000 S.F. = 4,600 S.F.
38% LOT AREA < 15,000 S.F. = 1,900 S.F.
13% LOT AREA (1,923 S.F.) = 250 S.F.
TOTAL GRFA ALLOWED = 6,750 S.F.
GRFA - TOTAL PROPOSED = 6,634 S.F. (116 S.F. UNUSED)
GRFA SPLIT:
A-HOUSE (PRIMARY)
A-HOUSE GRFA TOTAL = 3,466 S.F
B-HOUSE (SECONDARY)
B-HOUSE GRFA TOTAL = 3,168 S.F
HEIGHT: ALLOWED = 33'-0"
PROPOSED = 32'-10"
PARKING: REQUIRED = 6 SPACES (3 SPACES EACH UNIT)
PROPOSED = 6 SPACES (4 COVERED)
LANDSCAPE AREA: ALLOWED = 10,153.8 S.F. (60% MIN.)
PROPOSED = 10,765 S.F. (63.6%)
SEE SHEET A0.2 AREAS & HEIGHTS FOR ALL AREA PLANS AND AREA SUMMARIES
SEE SHEET A1.1 SITE PLAN FOR LANDSCAPE AREA SUMMARY
Sheet List
Sheet Number Sheet Name
A0.0 COVER SHEET
A0.1 ENERGY SHEET
A0.2 AREAS & HEIGHTS
A0.3 BASEMENT DEDUCTION
A1.1 SITE PLAN - OVERALL
A1.2 SITE PLAN - DEMO
A1.3 LANDSCAPE PLAN
A2.1 FLOOR PLAN - LOWER LEVEL
A2.2 FLOOR PLAN - MAIN LEVEL
A2.3 FLOOR PLAN - UPPER LEVEL
A2.4 ROOF PLAN
A2.5 FOUNDATION PLAN
A2.6 FOUNDATION 3D
A3.1 ELEVATIONS
A3.2 ELEVATIONS
A3.3 ELEVATIONS
A4.1 A SECTIONS
A4.2 B SECTIONS
A4.3 A STAIR PLANS & SECTIONS
A4.4 B STAIR PLANS & SECTIONS
A4.5 FIREPLACE SECTIONS
A4.6 PARTY WALL SECTIONS
A5.1 DETAILS
A5.2 WINDOW/DOOR SCHEDULES
A6.1 REFELCTED CEILING PLAN/ELEC - LOWER
A6.2 REFLECTED CEILING PLAN/ELEC - MAIN
A6.3 REFLECTED CEILING PLAN/ELEC - UPPER
EAST VAIL VICINITY MAP
5128 GROUSE LANE
BUILDER'S SET - GENERAL NOTES
REVISION DESCRIPTIONS
NOTE: RENDERINGS ARE ARTISTIC
REPRESENTATIONS OF THE HOUSE DESIGN AND ARE
NOT MEANT TO ACCURATELY DEPICT LANDSCAPING.
DRB
APPROVED
8/20/2018
12:00:00 AM
8574857685788578
8576
8580
8582
8584
8586
858
8
8590
859
2
85808584
85868588859085928600
8606
8604
859
4
8596
8598
8602
8604
8606
86078607
8606 86048602 86008594859685988582
8580
10 10 20
10
405
PH
S
WV
WV
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 N 43° 45'36 " E - 162.37'N 89°04'35" E - 22.00' S 04° 20'18" E - 185.00'N 79° 09'51" W - 137.68'
78
79
80
02
00 8574857685788578
8576
8580
8582
858
4
8586
8588
8590
8592
85808584
85868588859085928600
8 6 06
8 6 0 4
8594
8596
8598
8602
8604
8606
0
7
8
6
0
786
06 8
604 860
2 86008594859685988582
8580
PH
S
WV
WV
GRAPHIC SCALE
DN
DN
DN
DN
ADDRESS:
5128
GROUSE LANE
EXISTING
EDGE OF
ASPHALT
B LOWER LEVEL (BASEMENT) 8581'-0" (97'-0")
B MAIN LEVEL 8592'-0" (108'-0")
B UPPER LEVEL 8603'-0" (119'-0")
A LOWER LEVEL (BASEMENT) 8584'-0" (100'-0")
A MAIN LEVEL 8595'-0" (111'-0")
A UPPER LEVEL 8606'-0" (122'-0)
UNIT B - SECONDARY UNIT (WEST SIDE) HOUSE A - PRIMARY UNIT (EAST SIDE)
SPECIAL INSPECTIONS NOTE:
THE GENERAL CONTRACTOR MUST SCHEDULE SPECIAL
INSPECTIONS WITH THE GEOTECHNICAL ENGINEER AS
DESCRIBED IN THE SOILS INVESTIGATION REPORT
T.O.VAIL SITE PLAN NOTES:
1. NO RETAINING WALLS WITHIN 24" OF PROPERTY LINES.
2. 8% MAX SLOPE FROM EDGE OF ROADWAY FOR FIRST 10 FT.
3. ALL RETAINING WALLS OVER 4'-0" HEIGHT SHALL BE
DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER.
5. UTILITY SCARS TO BE RE-GRADED TO NATURAL GRADE AND
RE-SEEDED W/ NATURAL VEGETATION.
6. NO FINISH GRADES BETWEEN RETAINING WALLS TO
EXCEED 2:1 SLOPE.
LIMITS OF DISTURBANCE FENCE:
USE EROSION CONTROL SILT FENCE
ON DOWNHILL PORTION OF LOT
3' HEIGHT BOULDER
RETAINING WALL
B.O.W. = 8592'-0"
T.O.W. = 8595'-0"8598'8596'8594'
8592'
8590'
8588'
8586'
8584'
8582'8600'8580'
20 ' - 0 "
FRONT S ET BAC K
15' - 0"4' - 6"SIDEYARDSETBACK15' - 0"SIDEYARD SETBACK15' - 0"
REAR YARD SETBACK9X19CAR9X18CAR9X18CAR9X19CAR
9X18
CAR
9X18
CAR8602'858
6'
858
8'
859
0
'
859
2
'
859
4
'
859
6
'8584
'
8617' - 6"
8615' - 9 1/4"
8618' - 11 1/4"
8624' - 1 1/4"
8620' - 1 7/8"
8614' - 9 7/8"
8612' - 9 1/4"
8611' - 9 1/4"
8609' - 5"
ROOF EDGE
ROOF EDGE
ROOF EDGE
ROOF EDGE
ROOF EDGE
ROOF EDGE
ROOF EDGE
ROOF EDGE
ROOF EDGE 4' - 6"3' - 2"
LOT SPLIT LINE
(PROPOSED)
EXISTING PARCEL B
ACCESS EASEMENT
ACCESS EASEMENT
(SEE SURVEY)
APPROXIMATE 100 YEAR FLOOD PLAIN
PER F.E.M.A. STUDY DATED DEC. 4, 2007
HIGH WATER LINE OF CREEK
EDGE OF GORE CREEK
CENTERLINE OF
GORE CREEK
50' - 0"
STREAM SETBACK LINE
50' CREEK
SETBACK LINE
EXISTING
ASPHALT
ACCESS
ROAD
ABOVE-
GRADE DECK
(SHOWN
HATCHED)
ABOVE-
GRADE DECK
(SHOWN
HATCHED)
ON-GRADE
FLAGSTONE
PATIO BELOW
ON-GRADE
FLAGSTONE
PATIO BELOW
ASPHALT
DRIVEWAY
(HEATED)
850 SQ. FT.
78'
79'
80' 6.5% SLOPE5.5% SLOPE LOT SPLIT LINE
(PARTY WALL)
LOT SPLIT LINE
(PROPOSED)DRIVEWAY BRIDGE:
HEATED CONCRETE OVER
STEEL STRUCTURE
W/ STRUCTURAL GUARDRAIL
AREA = 450 SF
EXISTING
DRIVEWAY EDGE
TO BE REMOVED
NEW DRIVEWAY
EDGE W/ CONC.
WALL & RAILING
NEW & EXISTING
DRIVEWAY EDGE
EXISTING CONC. PAN
TO REMAIN, MEETS
TOWN OF VAIL REQ'S.
ASPHALT DRIVEWAY
(HEATED)
AREA = 1,230 SF
EXISTING FOUNDATION
WALL TO BE REMOVED
8606.8'
8606'
8606'
LOW-POINT FOR
SURFACE DRAINAGE
8605.7'
EXISTING
WOOD STEPS
EXISTING EDGE OF
GROUSE LANE
ASPHALT
ADDRESS:
5130 GROUSE
LANE
ASPEN TREES TO REMAIN
LARGE PINE TREES TO REMAIN
SNOW STORAGE
AREA = 250 SQ. FT.
(+10% OF 1,680 SF
DRIVEWAY AREA)
SNOW STORAGE
COMBINED AREA
= 400 SQ. FT.
(+30% OF DRIVEWAY
AREA)
EXISTING PINE
TREE TO REMAIN 5' - 0"UTIL & DRAINAGE
EASEMENT
5' - 0"UTUL & DRAINAGE
EASEMENT1' - 6"ON-GRADE ENTRY
FLAGSTONE PATIO
4' - 0"
4' - 0"
WINDOW WELL
BELOW BRIDGE
8615' - 4 1/2"
2' HEIGHT BOULDER
RETAINING WALL
B.O.W. = 8598'-0"
T.O.W. = 8600'-0"
3' HEIGHT BOULDER
RETAINING WALL
B.O.W. = 8594'-0"
T.O.W. = 8597'-0"
3' HEIGHT BOULDER
RETAINING WALL
B.O.W. = 8590'-0"
T.O.W. = 8593'-0"
LIMITS OF DISTURBANCE FENCE:
2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"1 1/2" / 1
2
"
2" / 12
"
1 1/2" / 1
2
"
METER CLOSET
GAS METER
METER CLOSET
HOUSE A GAS METER
8618' - 11 1/4"
ROOF EDGE
2' HEIGHT CONC.
RETAINING WALL
B.O.W. = 8604'-0"
T.O.W. = 8606'-0"
W/ STONE VENEER
LIMITS OF DISTURBANCE FENCE:
USE EROSION CONTROL SILT FENCE
ON DOWNHILL PORTION OF LOT
ADDRESS SIGN
ON SPLIT BOULDER
ADDRESS SIGN ON
SPLIT BOULDER
LOT 8
PARCEL A
9,360 SQ. FT.
5128 GROUSE LANE
LOT 8
PARCEL B
7,563 SQ. FT.
5130 GROUSE LANE
3' HEIGHT BOULDER
RETAINING WALL
B.O.W. = 8596'-0"
T.O.W. = 8599'-0"
3' HEIGHT BOULDER
RETAINING WALL
B.O.W. = 8600'-0"
T.O.W. = 8603'-0"
3' HEIGHT BOULDER
RETAINING WALL
B.O.W. = 8600'-0"
T.O.W. = 8603'-0"2' - 0"HIGH WATER LINE OF CREEK
APPROXIMATE 100 YEAR FLOOD PLAIN
PER F.E.M.A. STUDY DATED DEC. 4, 2007
TWO AIR-
CONDITIONING
CONDENSERS
UNDER THE BRIDGE
ON CONC PADS
HOUSE A METER CLOSET
LANDSCAPE AREA = 9,765 S.F. (-389 S.F.)
(SHOWN SOLID GREEN HATCH)
ASKING VARIANCE TO REMOVE ACCESS ROAD
IN PARCEL A FROM COUNT = (1,000 S.F.) TO
MEET REGULATION.
TOTAL SITE AREA = 16,923 S.F.
LANDSCAPE AREA MIN. (60%) = 10,153.8 S.F.
12-6C-10: LANDSCAPING AND SITE DEVELOPMENT:linklink
At least sixty percent (60%) of each site shall be landscaped. The minimum of any
area qualifying as landscaping shall be ten feet (10') (width and length) with a
minimum area not less than three hundred (300) square feet. (Ord. 19(1976) § 4:
Ord. 8(1973) § 3.509)
LANDSCAPING: Natural or significant rock outcroppings, native
vegetation, planted areas and plant materials, including trees, shrubs,
lawns, flowerbeds and ground cover, shall be deemed landscaping
together with the core development such as walks, decks, patios,
terraces, water features, and like features not occupying more than
twenty percent (20%) of the landscaped area.
WALKS & PATIOS AREAS = 900 S.F. (9%)
(NOT TO EXCEED 20% OF LANDSCAPE
AREA)
HATCH SHOWS THE AREA
REQUESTED BY VARIANCE
TO BE REMOVED FROM
THE LANDSCAPE AREA
(60%) CALCULATIONS
HATCHED AREA = 1,000 S.F.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS8/17/2018 1:21:59 PMA1.1SITE PLAN -OVERALLXXXX GROUSE DUPLEX DESIGN REVIEW8-17-18Jarenko5128 Grouse LaneVail, CO 816571/8" = 1'-0" 1 0. SITE PLAN No. Description Date1 Revision 1 Date 1GROUSE DUPLEX
5128 GROUSE LANE, VAIL, COLORADO
1/16" = 1'-0"2 Site Plan TRUE NORTH
LIGHTING LEGEND
COUNT: (7)
WALL SCONCE LIGHT FIXTURES.
HINKLEY "ARIA" 2304BK-LED
OUTDOOR WALL LIGHT
SIZE: 5.3" W x 18.5" H x 4.8" D
15 W LED 1100 LUMENS
DARK SKY - YES
EXTERIOR LIGHTS ALLOWED
1 PER 1,000 S.F. OF LOT AREA = 16 FIXTURES
EXTERIOR LIGHTS PROPOSED = 16 FIXTURES
LOT AREA (.3885 ACRES) = 16,923 S.F.
RECESSED CAN CEILING LIGHT
FOR EXTERIOR USE
SELECTION BY OWNER/CONTRACTOR
SIZE: TO BE DETERMINED
COUNT: (9)
RECESSED CAN LIGHT FIXTURES.
SYMBOL A SYMBOL C
SYMBOL B
LED RECESSED WALL LIGHT
OUTDOOR WATERPROOF 1P54
MODERN WALL LAMP -
FOR EXTERIOR USE
SIZE: 125mm W x 225 mm H x 85mm D
COUNT: (3) NEAR GROUND, DOES
NOT COUNT TOWARDS MAX.
RECESSED CAN LIGHT FIXTURES.
A
A
A
A
A
AA
B
B
B
B
B
B
B
B
B
C
C
C
Aria is a contemporary style that effortlessly
complements the facade of any exterior. Its
modern shape in durable aluminum is
enhanced by a stainless-steel mesh shade.
Aria’s high style and low maintenance comes
standard Dark Sky compliant.
DRB
APPROVED
8/20/2018
12:00:00 AM
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
4
A4.2
B LOWER LEVEL
8581' -0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
B. GARAGE LEVEL
8580' - 0"
7
A0.1
WOOD SIDING ON GARAGE DOORS
EXPOSED STEEL BEAMS & POSTS
STONE VENEER WALL
STEEL BEAM HEADER
METAL PANEL WALL
STONE VENEER COLUMN BASE
W/ CUT-STONE CAP
METAL WINDOW TRIM
EXPOSED STEEL
BEAMS & POSTS
3' - 8"HORIZ. SHIPLAP
WOOD SIDING
VERT. SHIPLAP
WOOD SIDING
HORIZ. SHIPLAP
WOOD SIDING
HORIZ. SHIPLAP
WOOD SIDING
STANDING SEAM METAL
ROOF
METAL
PANEL
WALL
METAL PANEL
WALL
VERTICAL
SHIPLAP
WOOD SIDING
8620' - 1 7/8"
8614' - 9 5/8"
8612' - 9"
8611' - 9"
8609' - 5"
8603' - 8 3/4"
8603' - 9"
10
A5.1
NOTE: SEE STRAIGHT-ON ELEVATIONS
FOR NOTES AND DETAILS
A02
45
61
3940
41
62
B22
A23
05 02 03 01
44
48
46
43 42
13
11
15
12
B01b B01c
A22 A25
19
17
18 5' - 10"3' - 10"12' - 0"
4' - 0"4' - 0" 4' - 0"
4
A4.6
5
A4.6
-
---
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
4
A4.2
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
7
A0.1
HORIZ. SHIPLAP WOOD SIDING
8620' - 1 7/8"
8614' - 9 3/4"5' - 10"MAX.ENGINEERED
GUARDRAIL
STONE VENEER
STONE VENEER WALL
1 1/2"
12"
EXPOSED STEEL BEAM
7' - 1 1/8"NOTE: SEE STRAIGHT-ON ELEVATIONS
FOR NOTES AND DETAILS
49
50
20
21
51
52 54
5355
56
A21
59
58
57
67
A39a
4
A4.6
5
A4.6
-
---970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS8/17/2018 1:22:06 PMA3.1ELEVATIONSXXXX GROUSE DUPLEX DESIGN REVIEW8-17-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"2 B-ELEVATION - NORTH
1/4" = 1'-0"1 B-ELEVATION - SOUTH No. Description Date1 Revision 1 Date 1DRB
APPROVED
8/20/2018
12:00:00 AM
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
1
A4.2
B LOWER LEVEL
8581' -0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
B. GARAGE LEVEL
8580' - 0"3' - 6"8584' - 9"31' - 6"2"
12"
8609' - 5"
8611' - 9"
8612' - 9"
8624' - 1 1/4"
8620' - 1 7/8"
8614' - 9 5/8"
FIREPLACE DIRECT VENT THRU WALL
METER CLOSET
METAL
PANEL
WALL
METAL
PANEL
WALL
METAL
PANEL
WALL
STONE
VENEER
CHIMNEY
METER
CLOSET
DOORS
CUSTOM ENTRY DOOR TO BE DETERMINED
VERT. SHIPLAP
WOOD SIDING
HORIZ. SHIPLAP
WOOD WALL
ABOVE GRADE DECK
EXPOSED STEEL BEAMS &
POSTS
METAL WINDOW TRIM
HOT TUB LOCATION
WELDED METAL
RAILING W/ WOOD
CAP
EXPOSED
STEEL BEAMS &
POSTS
2
A4.2
67
26 25
27
B27b
61
29
28
3033
32
35
34
3638
37
10 09
B03aB01a
66 65 64
6' - 0"8' - 0" 8" 2' - 6" 2' - 10"2' - 0"4' - 0"
A39b
63
62
3
A4.2
2
A4.6
3
A4.6
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
2
A4.11
A4.1
B LOWER LEVEL
8581' - 0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
B. GARAGE LEVEL
8580' - 0"
8618' - 11 1/4"
8615' - 9"
8609' - 4"
HORIZ. SHIPLAP WOOD
SIDING W/ STAIN
2X6 WOOD CORNER TRIM
2X4 WOOD WINDOW FRAME
METAL CLAD WOOD WINDOWS
STANDING SEAM METAL ROOF
STONE VENEER
VERTICAL SHIPLAP WOOD SIDING METAL PANEL WALL STEEL POSTS & BEAMS HOT TUB LOCATION
WELDED METAL
RAILINGS W/ WOOD CAP
EXPOSED STEEL BEAM
METAL PANEL WALL
VERTICAL SHIPLAP WOOD SIDING
METAL WINDOW TRIM
EXPOSED STEEL BEAM & POST
STEEL BEAM HEADER IN STONE VENEER
2"
12"
NOTE: SEE STRAIGHT-ON ELEVATIONS
FOR NOTES AND DETAILS13
11
12
14
41
15
A02
0203
A234' - 0"4' - 0" 4' - 0" 4' - 0"
48
46
18
17
19
05 06
4
A2.6 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS8/17/2018 1:22:13 PMA3.2ELEVATIONSXXXX GROUSE DUPLEX DESIGN REVIEW8-17-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 B-ELEVATION - WEST
1/4" = 1'-0"2 A-ELEVATION - EAST No. Description Date1 Revision 1 Date 1DRB
APPROVED
8/20/2018
12:00:00 AM
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
3
A4.1
4
A4.1
8618' - 11 1/4"
8624' - 1 1/4"
8596' - 9"
VERTICAL SHIPLAP WOOD SIDING
METAL PANEL WALL W/ METAL WINDOW TRIM HORIZ. SHIPLAP WOOD SIDING WALL
R @ 7 3/8"15
METAL HANDRAIL
STONE VENEER W/ CUT-STONE CAP
2"
12"
METAL PANEL SIDING
GAS METER
NON-OPERABLE WINDOWS IN STAIRWELL
49
50
20
21
51
52
53
5456
55
23
24
22
58
59
57
A21
8' - 0" 6' - 0"6' - 7"2' - 6" 1' - 0" 4' - 0" 2' - 0" 9' - 1"5' - 0" 3' - 0"
5' - 0"
2
A2.5
1
A4.6
3
A2.5
5
A4.1
2
A2.6
3
A2.6
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
2
A4.1
1
A4.1
B LOWER LEVEL
8581' - 0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"3' - 6"20' - 5 1/4"METER CLOSET
8624' - 1 1/4"
WINDOW WELL
FOR EGRESS 5' - 10"LARGE RETAINING WALL
NO MORE THAN 6' EXPOSED
UNDER BRIDGE
W/ STONE VENEER
METAL PANELS ON
GARAGE DOOR
VERTICAL SHIPLAP WOOD
SIDING
2X2 WINDOW FRAME PAINTED BLACK
(TYP IN VERT. SIDING)
NO CORNER TRIM IN
VERTICAL SIDING
2X6 T&G PINE SOFFIT
2X6 FASCIA OVER
2X12 SUB-FASCIA
STONE
VENEER WALL
STEEL BEAM
HORIZ. SHIPLAP
WOOD SIDING
VERT. SHIPLAP
WOOD SIDING
67
A39a
A39b
2526
08 07
4
A2.6
1
A4.2
B LOWER LEVEL
8581' - 0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
B. GARAGE LEVEL
8580' - 0"
VERTICAL SHIPLAP WOOD SIDING
STANDING SEAM METAL ROOF
2X6 WOOD TRIM
HORIZ. SHIPLAP WOOD SIDING
2X6 WOOD CORNER TRIM
2X4 WOOD WINDOW FRAME
EXPOSED STEEL BEAM
FULL HEIGHT STONE
VENEER COLUMN
2X6 WOOD FASCIA OVER
2X12 WOOD SUB-FASCIA
2"
12"
14
3
A4.2
3
A4.6
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
3
A4.1
4
A4.1
8615' - 9"
VERTICAL SHIPLAP WOOD SIDING
2X2 WOOD WINDOW FRAME PAINTED BLACK
HORIZ. SHIPLAP WOOD SIDING
2X4 WOOD WINDOW TRIM
2X6 WOOD CORNER TRIM
STEEL BEAMS & POSTS
METAL WINDOW FRAME
EXPOSED STEEL
BEAMS & POSTS
STONE VENEER COLUMN
BASE W/ CUT-STONE CAP
HORIZ. WELDED METAL
GUARDRAIL W/ WOOD CAP
3' - 0 1/2" 8609' - 4"
8606' - 1 1/4"
2"
12"
2"
12"
45 44
15
A22
43 42
A02
01
A06b
2
A2.6
3
A2.6 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS8/17/2018 1:22:21 PMA3.3ELEVATIONSXXXX GROUSE DUPLEX DESIGN REVIEW8-17-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 A-ELEVATION - SOUTH
1/4" = 1'-0" 2 A-ELEVATION - WEST
1/4" = 1'-0"3 B-ELEVATION - EAST
1/4" = 1'-0" 4 A-ELEVATION - NORTH No. Description Date1 Revision 1 Date 1DRB
APPROVED
8/20/2018
12:00:00 AM
3
A4.5
4
A4.5
5' - 2 1/2" 6' - 0" 7' - 0 1/2"
4' - 9 1/2" 6' - 4" 7' - 4"1' - 0"5 1/2"1' - 11" 6"1' - 0" 5
A4.5
6
A4.5
7' - 0 1/2"6' - 0" 4' - 6 1/2"
7' - 4"6' - 4" 3' - 11"1' - 11" 5 1/2"1' - 0"1' - 0" 2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
3
A4.1
4
A4.5
10' - 0"2' - 0"3"8" 2' - 8 7/8" 1' - 9" 5' - 4 7/8"A. PLATE HT.
8615' - 1"
3
A4.5
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
6
A4.5
10' - 0"2' - 0"4"7 7/8" 2' - 7 3/4" 1' - 10 1/4" 5' - 5 7/8"A. PLATE HT.
8615' - 1"
B. PLATE HT.
8612' - 1"
5
A4.5 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS8/17/2018 1:22:22 PMA4.5FIREPLACE SECTIONSXXXX GROUSE DUPLEX DESIGN REVIEW8-17-18Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/2" = 1'-0"1 A FIREPLACE 1
1/2" = 1'-0" 2 B FIREPLACE 1
1/2" = 1'-0"3 A FIREPLACE SECTION 1
1/2" = 1'-0" 4 A FIREPLACE SECTION 2
1/2" = 1'-0" 5 B FIREPLACE SECTION 1
1/2" = 1'-0" 6 B FIREPLACE SECTION 2
HOUSE A
FIREPLACE
FIREPLACE SPEC:
MASON-LITE MGFP49 B-VENT
OPEN FLAME FIREPLACE
SEE ATTACHED SPECS.
ARCHITECT MUST BE NOTIFIED IF THE
FIREPLACE MANUFACTURER OR SPEC
CHANGES FROM THE SELECTED.
HOUSE B
FIREPLACE
FIREPLACE SPEC:
MASON-LITE MGFP49 B-VENT
OPEN FLAME FIREPLACE
SEE ATTACHED SPECS.
MASON-LITE MODULAR FIREPLACE
(PROPRIETARY SELECTION)
7 3D FIREPLACE B 8 3D FIRPLACE A
DRB
APPROVED
8/20/2018
12:00:00 AM