HomeMy WebLinkAboutDRB18-0185_approved plans_1532114825.pdf∆
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8607.16 TOPOGRAPHIC MAPPARCEL A & PARCEL BFINAL PLAT, A RESUBDIVISION OF LOT 8, BLOCK 1GORE CREEK SUBDIVISIONTOWN OF VAIL, EAGLE COUNTY, COLORADODRB
APPROVED
7/18/2018
12:00:00 AM
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 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 REVISIONS7/18/2018 12:00:38 PMA0.0COVER SHEETXXXX GROUSE DUPLEX DESIGN REVIEW7-18-18Jarenko5128 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 = 9,764 S.F. (-388 S.F.)
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
A3.1 ELEVATIONS
A3.2 ELEVATIONS
A3.3 ELEVATIONS
A4.1 SECTIONS
A4.2 SECTIONS
A4.3 SECTIONS
A5.1 DETAILS
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.SEE VARIANCE APPROVAL - T.O.VAIL PEC 7-9-18
DRB
APPROVED
7/18/2018
12:00:00 AM
UP
UP
DN
UP
DN
UP
DN
DN
DN
UP
669.5 SF
B GARAGE
930.3 SF
B LOWER
1635.7
SF
A LOWERWINDOWWELLUNDER-
BRIDGE
DRIVEWAY ON-
GRADE
1661.1
SF
B MAIN
1640.3
SF
A MAIN
DECK
DECK
WINDOWWELLUNDER-
BRIDGE
DRIVEWAY ON-
GRADE
DECK
1115.1
SF
B UPPER
794.1 SF
A UPPER
617.7 SF
A GARAGE
LIVING
ROOM
BELOW
LIVING ROOM
BELOW
KITCHEN
BELOW
DINING
BELOW
BRIDGE
DRIVEWAY
DRIVEWAY ON-
GRADE
1686.7
SF
B SITE COVERAGE
1675.3
SF
A SITE COVERAGE
19.6 SF
ROOF 1
3' - 8 3/4"3' - 11 7/16"4' - 0"
4' - 0"
2' - 0"4' - 0"4' - 0"
HOUSE B - GRFA CALCULATIONS:
BASEMENT PERCENTAGE CALCULATIONS:
PERCENTAGE OF UNEXPOSED WALL SURFACE = 38%
LOWER LEVEL GROSS AREA = 1,599.8 S.F.
UNEXPOSED DEDUCTION (38%) = (- 607.9 S.F.)
LOWER LEVEL SUB-TOTAL = 991.9 S.F.
GARAGE EXEMPTION = (- 600 S.F.)
LOWER LEVEL GRFA TOTAL = 391.9 S.F.
MAIN LEVEL = 1,661.1S.F.
UPPER LEVEL = 1,115.1 S.F.
VAULTED +16' = 0 S.F.
HOUSE B TOTAL GRFA = 3,168.1S.F.
HOUSE A - GRFA CALCULATIONS:
BASEMENT PERCENTAGE CALCULATIONS:
PERCENTAGE OF UNEXPOSED WALL SURFACE = 38%
LOWER LEVEL GROSS AREA = 1,635.7 S.F.
UNEXPOSED DEDUCTION (38%) = (- 621.6 S.F.)
LOWER LEVEL TOTAL = 1,014.1 S.F.
MAIN LEVEL = 1,640.3 S.F.
UPPER LEVEL = 1,411.8 S.F.
GARAGE EXEMPTION = (- 600 S.F.)
UPPER LEVEL GRFA TOTAL = 811.8 S.F.
VAULTED +16' = 0 S.F.
HOUSE A TOTAL GRFA = 3,466.2 S.F.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/31/2018 8:57:06 AMA0.2AREAS & HEIGHTSXXXX GROUSE DUPLEX DESIGN REVIEW5-31-18Jarenko5128 Grouse LaneVail, CO 81657SITE COVERAGE ALLOWED = 3,384.6 SF
SITE COVERAGE PROPOSED = 3,381.6 SF
GRFA TOTAL ALLOWED = 6,750.0 SF
GRFA TOTAL PROPOSED = 6,634.3 SF
1/8" = 1'-0"1 1. A LOWER LEVEL
1/8" = 1'-0"2 2. A MAIN LEVEL
1/8" = 1'-0"3 3. A UPPER LEVEL
1/8" = 1'-0"4 SITE COVERAGE
Area Schedule (A GROSS)
Name Area
A GARAGE 617.7 SF
A LOWER 1635.7 SF
A MAIN 1640.3 SF
A UPPER 794.1 SF
Grand total: 4 4687.8 SF
Area Schedule (A LIVING)
Name Area
A LOWER 1635.7 SF
A MAIN 1640.3 SF
A UPPER 794.1 SF
Grand total: 3 4070.1 SF
Area Schedule (B GROSS)
Name Area
B GARAGE 669.5 SF
B LOWER 930.3 SF
B MAIN 1661.1 SF
B UPPER 1115.1 SF
Grand total: 4 4376 SF
Area Schedule (B LIVING)
Name Area
B LOWER 930.3 SF
B MAIN 1661.1 SF
B UPPER 1115.1 SF
Grand total: 3 3706.5 SF
Area Schedule (Gross Building)
Name Area
A GARAGE 617.7 SF
A LOWER 1635.7 SF
A MAIN 1640.3 SF
A UPPER 794.1 SF
B GARAGE 669.5 SF
B LOWER 930.3 SF
B MAIN 1661.1 SF
B UPPER 1115.1 SF
Grand total: 8 9063.8 SF
Area Schedule (SITE COVERAGE)
Name Area
B SITE COVERAGE 1686.7 SF
A SITE COVERAGE 1675.3 SF
ROOF 1 19.6 SF
Grand total: 3 3381.6 SF
(115.7 SF UNUSED)
HEIGHT STUDY 0
MODEL SHOWN WITHOUT
HEIGHT CEILING
HEIGHT STUDY 30
MODEL SHOWN WITH 30 FT.
HEIGHT CEILING
HEIGHT STUDY 33
MODEL SHOWN WITH 33 FT.
HEIGHT CEILING
SOME PORTIONS OF ROOF EXCEED 30 FT.
NO ROOFS VISIBLE AT 33 FT.
MAXIMUM ALLOWED 3,384.6 SF No. Description DateNOTE: SEE SITE PLAN FOR ACTUAL
ROOF DATUM ELEVATIONS SHOWN
OVER EXISTING AND NEW GRADES
FOR ACCURATE HEIGHT CALCULATIONS.
DRB
APPROVED
7/18/2018
12:00:00 AM
BASEMENT WALL AREA = 388 SF
UNEXPOSED WALL AREA = 82 SF
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"
FINISH GRADE
UNEXPOSED WALL AREA = 0 SF
BASEMENT WALL AREA = 494 SF
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"WALLS ARE AT AN ANGLE
SEE A-ELEVATION NORTH
BASEMENT WALL AREA = 145 SF
UNEXPOSED WALL AREA = 145 SF
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"
LINE OF EXTERIOR
WALL BEYOND
FINISH GRADE
GRADES AT WINDOW WELL
BASEMENT WALL AREA = 596 SF
UNEXPOSED WALL AREA = 125 SF
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"
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
BASEMENT WALL AREA = 275 SF
UNEXPOSED WALL AREA = 25 SF
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
BASEMENT WALL AREA = 600 SF
UNEXPOSED WALL AREA = 580 SF
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
BASEMENT WALL AREA = 275 SF
UNEXPOSED WALL AREA = 190 SF
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
BASEMENT WALL = 224 SF
UNEXPOSED WALL = 0 SF
NOTE, THESE WALLS AT ANGLE
SEE ELEVATION NORTH 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/31/2018 8:57:09 AMA0.3BASEMENT DEDUCTIONXXXX GROUSE DUPLEX DESIGN REVIEW5-31-18Jarenko5128 Grouse LaneVail, CO 816571/8" = 1'-0"1 B-ELEVATION - EAST - FOUNDATION
1/8" = 1'-0"2 B-ELEVATION - NORTH - FOUNDATION
1/8" = 1'-0"3 B-ELEVATION - SOUTH - FOUNDATION
1/8" = 1'-0"4 B-ELEVATION - WEST - FOUNDATION
1/8" = 1'-0"5 A-ELEVATION - EAST - FOUNDATION
1/8" = 1'-0"6 A-ELEVATION - SOUTH - FOUNDATION
1/8" = 1'-0"7 A-ELEVATION - WEST - FOUNDATION
1/8" = 1'-0"8 A-ELEVATION - NORTH - FOUNDATION
TOTAL BASEMENT WALL AREA = 2,997 SF
TOTAL UNEXPOSED WALL AREA = 1,147 SF
RATIO OF BASEMENT TO UNEXPOSED = 38.2%No. Description DateDRB
APPROVED
7/18/2018
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
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' - 5 13/16"
8615' - 9"
8618' - 11"
8624' - 1"
8620' - 1 9/16"
8614' - 9 7/8"
8612' - 9"
8611' - 9"
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
(UNHEATED)
850 SQ. FT.
78'
79'
80' 6.5% SLOPE5.5% SLOPE LOT SPLIT LINE
(PARTY WALL)
LOT SPLIT LINE
(PROPOSED)DRIVEWAY BRIDGE:
METAL GRATE DRIP-THRU OVER
STEEL STRUCTURE
W/ STRUCTURAL GUARDRAIL
(SHOWN HATCHED)
SNOW STORAGE BELOW
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
(UNHEATED)
AREA = 1,230 SQ. FT.
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
SNOW STORAGE
AREA = 370 SQ. FT.
(+30% OF
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 1/4"
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
GAS METER
8618' - 11"
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, 200716' - 0"WALL SETBACK15' - 6"WALL SETBACKREMOVE KEYSTONE BLOCK WALL
NOTE: MUST RECEIVE PERMISSION FROM
NEIGHBORS ON LOT 9 PRIOR TO
REMOVING PORTION OF WALL ON THEIR
PROPERTY
LANDSCAPE AREA = 9,764 S.F. (-388 S.F.)
(SHOWN SOLID GREEN HATCH)
SEE VARIANCE APPROVAL
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)970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS7/18/2018 12:00:57 PMA1.1SITE PLAN -OVERALLXXXX GROUSE DUPLEX DESIGN REVIEW7-18-18Jarenko5128 Grouse LaneVail, CO 816571/8" = 1'-0" 1 0. SITE PLAN No. Description DateGROUSE 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
7/18/2018
12:00:00 AM
8574857685788578
8576
8580
8582
858
4
8586
8588
8590
8592
85808584
85868588859085928600
8 6 06
8 60 4
8594
8596
8598
8602
8604
8606
8607860786068604860286008594859685988582
8580
10 10 20 405
P H
S
WV
WV
( IN FEET )
GRAPHIC SCALE
0
EXISTING CONCRETE
DRIVEWAY TO BE
REMOVED, REGRADED,
AND RE-BUILT IN SAME
LOCATION.
EXISTING ASPHALT
OF GROUSE LANE
EXISTING CONC. PAN
TREES TO REMOVE (TYP)
REMOVE KEYSTONE BLOCK WALL
NOTE: MUST RECEIVE PERMISSION FROM
NEIGHBORS ON LOT 9 PRIOR TO
REMOVING PORTION OF WALL ON THEIR
PROPERTY
REMOVE CONC STOOP
EXISTING HOUSE
TO BE
COMPLETELY
DEMOLISHED
EXISTING FOUNDATION
WALL TO BE REMOVED
EXISTING GABION ROCK
RETAINING WALL TO BE
REMOVED
EXISTING DECK
REMOVED
PROPOSED
BUILDING
OUTLINE
EXISTING ACCESS
ROAD FOR
ERW&SD
ACCESS AND UTILITY EASEMENT
TO LOT 8 PARCEL B ONLY.
(SHOWN HATCHED)
EFFECTIVE SEPTEMBER 30, 1999.
BETWEEN EAGLE RIVER WATER AND
SANITATION DISTRICT AND THE OWNERS OF
LOT 3, LOT 4 & 5, LOT 7, LOT 8B
LOT 8
PARCEL A
0.1748 ACRES
5128 GROUSE LANE
LOT 8
PARCEL B
0.2137 ACRES
5130 GROUSE LANE
INTERPOLATED
CONTOUR LINES
FOR THE PURPOSES
OF HEIGHT
CALCULATIONS
EXISTING WOOD STAIRS
TO LOT 7 PROPERTY
LOT LINE
TO BE
VACATED
APPROXIMATE 20'-0"
ROADWAY EASEMENT
ON WEST SIDE OF
HIGH WATER LINE OF
CREEK
APPROXIMATE
CENTERLINE OF GORE
CREEK
EDGE OF CREEK
HIGH WATER LINE OF CREEK
APPROXIMATE 100 YEAR FLOOD PLAIN
PER F.E.M.A STUDY DATED DEC. 4, 2007
APPROXIMATE 50 FT
CENTERLINE OF
CREEK SETBACK
GORE CREEK
BOULDER WALLS TO BE
REMOVED
FOOTPRINT AREA =
1,736 SQ. FT.
AREA OF EXISTING
ASPHALT ON PARCEL B
= 1,500 SQ. FT.
AREA OF EXISTING
ASPHALT ON PARCEL A
= 1,004 SQ. FT.
CONC DRIVEWAY AREA = 206 SQ. FT.
LARGE PINE TREES TO BE REMOVED
PER WILDFIRE REGULATIONS
TREES TO REMOVE (TYP)970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/18/2018 12:00:57 PMA1.2SITE PLAN - DEMOXXXX GROUSE DUPLEX DESIGN REVIEW7-18-18Jarenko5128 Grouse LaneVail, CO 816571" = 10'-0"1 Site Plan - DEMO
12" = 1'-0"2 SATELLITE VIEW
No. Description DateTrees in red are too close to the structure.
No trees should be within 15 feet of the
drip line of the building.
DRB
APPROVED
7/18/2018
12:00:00 AM
8574857685788578
8 576
8580
8582
858
4
85
86
858
8
8590
85
92
85808584
85868588859085928600
86 0 6
8 604
8594
859
6
859
8
8602
8604
8606
8607860786068604860286008594859685988582
8580
10 10 20
10
405
PH
S
WV
WV
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
ADDRESS:
5128
GROUSE LANE
EXISTING
EDGE OF
ASPHALT
LIMITS OF DISTURBANCE FENCE:
USE EROSION CONTROL SILT FENCE
ON DOWNHILL PORTION OF LOT 4' - 6"15' - 0"
REAR YARD SETBACK4' - 6"3' - 2"
LOT SPLIT LINE
(PROPOSED)
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
(UNHEATED)
920 SQ. FT.
LOT SPLIT LINE
(PARTY WALL)
LOT SPLIT LINE
(PROPOSED)
EXISTING CONC. PAN
TO REMAIN, MEETS
TOWN OF VAIL REQ'S.
ASPHALT DRIVEWAY
(UNHEATED)
AREA = 1,230 SQ. FT.
EXISTING
WOOD STEPS
EXISTING EDGE OF
GROUSE LANE
ASPHALT
ASPEN TREES TO REMAIN
EXISTING PINE
TREE TO REMAIN
UTIL & DRAINAGE
EASEMENT
UTUL & DRAINAGE
EASEMENT
ON-GRADE ENTRY
FLAGSTONE PATIO
4' - 0"
LIMITS OF DISTURBANCE FENCE:2" / 12"1 1/2" / 1
2"
1 1/2" / 12"
METER CLOSET
GAS METER
METER CLOSET
GAS METER
LIMITS OF DISTURBANCE FENCE:
USE EROSION CONTROL SILT FENCE
ON DOWNHILL PORTION OF LOT
ADDRESS SIGN
ON SPLIT BOULDER
ADDRESS SIGN ON
SPLIT BOULDER
LANDSCAPE LEGEND
SYMBOL NAME SIZE QUANTITY
COLORADO BLUE SPRUCE
(PICEA PUNGENS)
8' - 10' TALL 4A
QUAKING ASPEN
(POPULUS TREMULOIDES)
2" - 3" CAL. 15
B MOUNTAIN ASH
(SORBUS AUCUPARIA)
8' TALL 2
C
WESTERN SANDCHERRY
(PRUNUS BESSEYI)
5 GALLON 5D
VANHOUTTE SPIREA
(SPIREA VANHOUTTE)
5 GALLON 5E
LILAC FRAGRANT
(SYRINGA VULGARIS)
5 GALLON 5F
SNOWBERRY
(SYMPHORICARPOS ALBUS)
5 GALLON 5G
NATURAL GRASSES - ARKANSAS
VALLEY SEED
AREA = 2,800 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
C
B
D
E
F
G
MULCHED BEDS W/ PRENNIALS
& GROUND COVER AREA = 1,500 S.F.
NOTE: AREA TO RECEIVE DRIP IRRIGATION (10% = 150 S.F.)
NOTE:XERISCAPING -
TEMPORARY IRRIGATION ONLY
RESTORE NATURAL
GRASSES
RESTORE NATURAL
GRASSES
NATURAL GRASSES
AT SNOW STORAGE
AREAS
C
C
B
C C
A
A
A
A
B
C
C
C
C
C C
C
C
C
C
C
D
D D
D
E
E
E
E
F
F
F
F
G
G
G
G
D
E
F
G
RESTORE TO
NATURAL GRASSES
NATURAL
GRASSES
THIS AREA TO REMAIN FULLY LANDSCAPED
(SEE PHOTO)
APPROXIMATE 100 YEAR FLOOD PLAIN
PER F.E.M.A. STUDY DATED DEC. 4, 2007
HIGH WATER LINE OF CREEK 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/18/2018 12:01:12 PMA1.3LANDSCAPE PLANXXXX GROUSE DUPLEX DESIGN REVIEW7-18-18Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/8" = 1'-0"1 LANDSCAPE PLAN
DRB
APPROVED
7/18/2018
12:00:00 AM
85808580
8582
8584
8586
8588
8590
85808584
8582
8580
UP
1
A4.1
1
A4.1
1
A4.2
1
A4.2
2
A4.1
2
A4.1
2
A4.2
3
A4.2
3
A4.2GARAGEEN
T
R
Y
DE
CK AB
O
V
E
33°57°
50 FT GORE CREEK
CENTERLINE SETBACK
W
D
61' - 6"28' - 0"BE
D
ROO
M
1
BEDROOM 1
BEDROOM 2
DECK
ABOVE
12' - 8 1/2"11' - 7"
BATH
2
LAUNDRY
15' - 0" 13' - 0"25' - 0"
MECH.WINDOW WELLBUNK
ROOM
DEN
13' - 0 1/2"15' - 8 3/4"LAUNDRY
MECH. 8' - 0"HOT TUB
27' - 1"
4' - 0"
11' - 7"
8' - 2 1/2"8' - 0"BATH
1
BATH 3 EGRESSBA
T
H
1
15' - 0"
12' - 1"16' - 0 1/2"WALL OPTION24' - 1"22' - 10"8' - 0 1/4" 8' - 9"13' - 6"3' - 8" 3' - 8"4' - 0"3' - 8"
3' - 8 1/2" 37' - 0"13' - 8 1/2"
14' - 3 1/2"
3' - 0"
4' - 4"
4' - 4"
TRANSFER BEAM ABOVE
1
A4.3
2
A4.3
METER CLOSET
10
A5.1
GAS METER 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/31/2018 8:57:51 AMA2.1FLOOR PLAN -LOWER LEVELXXXX GROUSE DUPLEX DESIGN REVIEW5-31-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 1. A LOWER LEVEL No. Description DateDRB
APPROVED
7/18/2018
12:00:00 AM
8580
8582
8584
8586
8588
8590
8592
8584
594
6
8582
8580
UP
UP
DN
UP
1
A4.1
1
A4.1
1
A4.2
1
A4.2
2
A4.1
2
A4.1
2
A4.2
2
A4.2
3
A4.2
3
A4.214' - 1" M
A
S
T
E
R
BED
R
O
O
M
M. BA
T
H
M. CLOSET
PA
N
T
R
Y
GREAT ROOM
KITCHEN
POWDER
DECK
DECK
BRIDGE DRIVEWAY
(ABOVE)
MAIN
ENTRY
COVERED
ENTRY 15' - 0" 61' - 6"
DINING
28' - 0"DINI
N
G58' - 0"KITCHEN15' - 1"
15' - 7"
14' - 0"2' - 0"M.
B
E
D
DE
C
K
BEDROOM 3
(SECOND MASTER)
PO
W
DE
R12' - 1"14' - 0"
4' - 0" 13' - 0"27' - 1"15' - 7" 13' - 6 1/2"3' - 9" 3' - 9"9' - 11"GREATROOM13' - 1"
14' - 0"
32' - 0"17' - 1 1/2"MASTER DECKW.I.CLOSET
BATH 4
UP
HOT TU
B
LINEN4' - 0"14' - 1" 13' - 0"18' - 5 1/8"
50 FT STREAM SETBACK LINE
25' - 0" 36' - 6"
18' - 9" 4' - 0"2' - 0"56' - 0" 37' - 0" 18' - 6 5/8"1' - 0"11' - 0"3' - 0"3' - 3"7"
1
A4.3
8596' - 9"
8595' - 0"
2
A4.3
10
A5.1
970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS5/31/2018 8:57:57 AMA2.2FLOOR PLAN -MAIN LEVELXXXX GROUSE DUPLEX DESIGN REVIEW5-31-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 2. A MAIN LEVEL No. Description DateDRB
APPROVED
7/18/2018
12:00:00 AM
185.00'N 43° 45'3 - 185.00'8580
8582
8584
8586
8588
8584
8582
8580
DN
DN
DN
1
A4.1
1
A4.1
1
A4.2
1
A4.2
2
A4.1
2
A4.1
2
A4.2
3
A4.2
3
A4.2
33°57°
BE
DR
O
O
M
3
BE
D
R
O
O
M
2
VAULTE
D
BE
LO
W
MUD
ROOM
OWNER
ENTRY
BA
T
H3
DE
N
MASTER
BATH
GARAGE
BRIDGE DRIVEWAY
NEW DRIVEWAY
DOWN TO
ENTRY
12' - 8 1/2"
MASTER
BEDROOM
M.
CLOSET
BA
T
H
2
VAULTED
TO BELOW
14' - 7"14' - 1"24' - 1"
22' - 1"11' - 2"DN
25' - 1"3' - 6"10' - 7"58' - 0"11' - 7"6' - 0"WALL OPTION
13' - 0"
12' - 8 1/2"
25' - 0" 8' - 10" 27' - 8"
61' - 6"15' - 1" 23' - 4" 6' - 0" 13' - 7"4' - 0"
14' - 0"
14' - 0"
32' - 0"2' - 0"2' - 0" 26' - 0"13' - 0"15' - 0" 28' - 0"17' - 6"
1' - 0"
1
A4.3
2
A4.3
METER CLOSET 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/31/2018 8:58:00 AMA2.3FLOOR PLAN -UPPER LEVELXXXX GROUSE DUPLEX DESIGN REVIEW5-31-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 3. A UPPER LEVEL No. Description DateDRB
APPROVED
7/18/2018
12:00:00 AM
79
00 85808580
8582
8584
8586
8588
8580 8584
8582
8580
DN
DN
DN
1
A4.1
1
A4.1
A3.2
1
6
1
A0.3
4
A3.1
2
6
2
A0.3
2
A3.1
1
A3.3
1
7
1
A0.3
6
A3.22
72
A0.35
-
-
A0.3
3
A3.3 2
A3.3
3
-
-
A0.3
1
A0.3 7
A0.3
8
1
A4.2
1
A4.2
2
A4.1
2
A4.1
A3.3
4
2
A4.2
3
A4.2
3
A4.2
1
A4.3
2
A4.3
10
A5.1
2" / 12" 2" / 12"2" / 12" 2" / 12"2" / 12"2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"2' - 0"4' - 0"4' - 0"
2' - 0"
2' - 0"
4' - 0"4' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 4' - 0"4' - 0"2' - 0"4' - 0"2' - 0"2' - 0"8624' - 1"
8618' - 11"
8612' - 6 1/16"
8620' - 1 9/16"
8612' - 9"
8611' - 9"
8609' - 5"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/31/2018 8:58:01 AMA2.4ROOF PLANXXXX GROUSE DUPLEX DESIGN REVIEW5-31-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 4. ROOF LEVEL No. Description DateDRB
APPROVED
7/18/2018
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
A4.1
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"
2
A4.3
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"3' - 0 1/2"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 9/16"
8614' - 9 11/16"
8612' - 8 3/4"
8611' - 8 3/4"
8609' - 5"
8603' - 8 3/4"
8603' - 9"
10
A5.1
NOTE: SEE STRAIGHT-ON ELEVATIONS
FOR NOTES AND DETAILS
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
1
A4.1
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
2
A4.3
HORIZ. SHIPLAP WOOD SIDING
8620' - 1 9/16"
8614' - 9 3/4"6' - 0"MAX.ENGINEERED
GUARDRAIL
STONE VENEER
STONE VENEER WALL
1 1/2"
12"
EXPOSED STEEL BEAM
7' - 1 3/16"NOTE: SEE STRAIGHT-ON ELEVATIONS
FOR NOTES AND DETAILS 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS7/13/2018 9:31:47 AMA3.1ELEVATIONSXXXX GROUSE DUPLEX DESIGN REVIEW7-5-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"2 B-ELEVATION - NORTH
1/4" = 1'-0"1 B-ELEVATION - SOUTH No. Description DateDRB
APPROVED
7/18/2018
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' - 8 3/4"
8612' - 8 3/4"
8624' - 1"
8620' - 1 9/16"
8614' - 9 11/16"
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. 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 2
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"
8618' - 11"
8615' - 8 3/4"
8609' - 3 3/4"
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 DETAILS 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS7/13/2018 9:32:01 AMA3.2ELEVATIONSXXXX GROUSE DUPLEX DESIGN REVIEW7-5-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 B-ELEVATION - WEST
1/4" = 1'-0"2 A-ELEVATION - EAST No. Description DateDRB
APPROVED
7/18/2018
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"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
3
A4.2
1
A4.3
8618' - 11"
8624' - 1"
8596' - 9"
8606' - 0"
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
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
2
A4.2
B LOWER LEVEL
8581' - 0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"3' - 6"22' - 0"METER CLOSET
8624' - 1"
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
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"
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"
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
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
A4.2
1
A4.3
0"
-3' - 0"
8615' - 8 3/4"
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' - 3 3/4"
8606' - 1 1/4"
2"
12"
2"
12"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS7/13/2018 9:32:14 AMA3.3ELEVATIONSXXXX GROUSE DUPLEX DESIGN REVIEW7-5-18Jarenko5128 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 DateDRB
APPROVED
7/18/2018
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"9' - 1"11' - 0" 11' - 0" 33' HEIGHT LIMIT
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"1' - 4 1/4"11' - 0" 11' - 0" 9' - 1"11' - 0"11' - 0" 11' - 0"11' - 0" EXISTING GRADE
REMOVE EXISTING FOUNDATION WALL
EXPOSED STEEL BEAM
DRYWALL
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"9' - 1"11' - 0" 11' - 0" B LOWER LEVEL
8581' -0"
0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
B. GARAGE LEVEL
8580' - 0"3' - 6"WINDOW
WELL
BRIDGE
DRIVEWWAY
GARAGE
EGRESS
BUNK ROOM
M. BATH
MUD ROOM M. CLOSET
DINING
FIREPLACE
BEDROOM
DENBATH
2"
12"
2"
12"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/14/2018 9:44:36 AMA4.1SECTIONSXXXX GROUSE DUPLEX DESIGN REVIEW5-14-18Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 B MAIN SECTION
1/4" = 1'-0"2 A MAIN SECTION 1
DRB
APPROVED
7/18/2018
12:00:00 AM
1
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"
2
A4.3
LIVING ROOM
GARAGE
KITCHEN 9' - 1"11' - 0" 11' - 0" 1' - 0" 2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"9' - 1"11' - 0" 11' - 0"9' - 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"
3
A4.2
1
A4.3
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
2
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"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/14/2018 9:56:06 AMA4.2SECTIONSXXXX GROUSE DUPLEX DESIGN REVIEW5-14-18Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 B CROSS SECTION-GARAGE
1/4" = 1'-0"2 A MAIN SECTION 2
1/4" = 1'-0"3 A CROSS SECTION -LR
DRB
APPROVED
7/18/2018
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"
2
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"
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
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"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/14/2018 9:44:39 AMA4.3SECTIONSXXXX GROUSE DUPLEX DESIGN REVIEW5-14-18Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 A CROSS SECTION- ENTRY1/4" = 1'-0"2 B STAIR SECTION
DRB
APPROVED
7/18/2018
12:00:00 AM
MAIN LEVEL T.O.PLY.
FIELD INSTALLED BOTTOM PLATE
TREATED SILL PLATE
BASEMENT
MAIN LEVEL
RIM JOIST
SIDING - SEE ELEVATIONS
BELLY -BAND TRIM
R-48 BLOWN -IN
CELLULOSE
INSULATION
1 1/2" FINISH FLOOR
OVER 1 1/2" LIGHT-WEIGHT
CONCRETE HEATED FLOOR
WALL SHEATHING
2" 4"4" WOOD LEDGE
1 1/2" STYROFOAM
INSUL.
STONE VENEER W/ AIRSPACE AND
WEEPHOLES
-OVER-
2" "DOW" (OR EQUAL) STYROFOAM
INSULATION = R-10
SUPPORTED ON EXTRA DEEP STEEL
ANGLE BOLTED TO CONC. WALL
2x4 FURRING WALL W/
BLOWN-IN CELLULOSE = R-14
-OVER-
1" RIGID INSUL FOR
CONTINUOUS THERMAL
BREAK= R-4
5/8" TYPE X GWB OVER
VAPOR BARRIER
FOUNDATION PROTECTION SYSTEM:
SEE BASEMENT WALL DETAIL
AT HEATED SLABS:
2" RIGID INSULATION
OVER 4" GRAVEL
5/8" TYPE X GWB
STONE VENEER
MAIN LEVEL T.O PLY.
5/8" GWB OVER VAPOR BARRIER
BASEMENT
MAIN LEVEL
2x4 FURRING WALL
R-13 BIBS -OVER-
R-4 RIGID INSUL (1") FOR
CONTINUOUS THERMAL
BREAK
R-48 BLOWN -IN
CELLULOSE
INSULATION 1 1/2"4"4" 5/8" GWB
SIDING - SEE ELEVATIONS
OVER WEATHER BARRIER HOUSE WRAP
SEE ENERGY SHEET A.01 FOR
WALL INSULATION DETAIL
R-10 UNDER-SLAB RIGID
BOARD INSULATION (2")
CONC SLAB
(UNHEATED)
GRANULAR FILL - INCLUDE
SOIL-GAS (RADON)
VENTILATION SYSTEM.
REFER TO STRUCTURAL DRAWINGS
FOR FOUNDATION/FOOTING DESIGN
AND REINFORCEMENT
SLOPED 4" PERFORATED DRAIN
PIPE. ALL FOUNDATION WALLS
INCLUDING INTERIOR WALLS.
RE: SOILS REPORT
BASE TRIM (PROFILE TBD)
FINISH GRADE:
6" BELOW SILL PLATE MIN.
SLOPE AWAY
POLYETHYLENE
VAPOR BARRIER
OSB SHEATHING TO
OVERLAP SILL PLATE 2"
FLOOR FINISH MATERIAL
BASE TRIM (PROFILE TBD)
LEDGER (NON-BOLTING ALTERNATIVE)
GWB HELD UP
FROM SLAB 3/8"
FREE-DRAINING BACKFILL
DAMPROOFING OR W.P.
MEMBRANE FOR CAPILLARY
BREAK2 1/4"1' - 2 1/4"TREATED WOOD SILL PLATE,
SEALANT UNDER PLATE FOR
CAPILLARY BREAK.
FILTER FABRIC
(R-10) 2-3/8" DRAIN & DRY" DRAINAGE
BOARD OVER WATERPROOFING (FROM
FOOTING TO 8" BELOW FINISHED GRADE)
ALTERNATE SYSTEM:
COMPOSITE DRAINAGE BOARD WITH
FILTER FABRIC EXTEND FROM 8" BELOW
GRADE TO FOOTING OVER 2" RIGID
INLSULATION (TO A DEPTH OF 4'-0"
BELOW GRADE) OVER WATERPROOFING.
ADDITIONAL 4" PERFORATED DRAIN
PIPE AT 10'-0" VERTICAL SPACING AT
ALL UPHILL FOUNDATION WALLS IN
EXCESS OF 15' IN HT
COVER RIGID INSULATION W/
METAL FLASHING
R-5 RIGID INSULATION FOR
THERMAL BREAK (3/4”)
1 1/2" FINISH FLOOR
OVER 1 1/2" LIGHT-WEIGHT
CONCRETE HEATED FLOOR
MAIN LEVEL T.O.PLY.
TREATED SILL PLATE W/
CAPILLARY BREAK
RIM JOIST
SIDING - SEE ELEVATIONS
OVER WEATHER BARRIER HOUSE WRAP
BELLY -BAND TRIM
R-48 BLOWN -IN
CELLULOSE
INSULATION
SEE ENERGY SHEET A.01
FOR 2X6 STUD WALL
INULATION DETAIL.
EXTERIOR OSB
SHEATHING
2" 4"4" 4' - 0"NOTE: SLAB TO EXTEND AT SPECIAL
CONDITIONS RE: STRUCT. DWGS.MIN. FROST DEPTH5/8" GWB
R-10 STUCCO VENEER
OVER 2" RIGID INSULATION
R-10 UNDER-SLAB RIGID
BOARD INSULATION (2")
CONC SLAB (UNHEATED)
GRANULAR FILL - INCLUDE
SOIL-GAS (RADON)
VENTILATION SYSTEM
REFER TO STRUCTURAL DRAWINGS
FOR FOUNDATION/FOOTING DESIGN
AND REINFORCEMENT
SLOPED 4" PERFORATED DRAIN
PIPE. ALL FOUNDATION WALLS
INCLUDING INTERIOR WALLS.
RE: SOILS REPORT
GWB HELD UP FROM SLAB 3/8”
BASE TRIM (PROFILE TBD)
SLOPED FLASHING & COUNTER-
FLASHING - SEAL AND CAULK
FINISH GRADE:
6" BELOW SILL PLATE MIN.
SLOPE AWAY
POLYETHYLENE
VAPOR BARRIER OSB SHEATHING TO
OVERLAP SILL PLATE 2"
R-5 RIGID INSULATION FOR
THERMAL BREAK (3/4”)
FREE-DRAINING BACKFILL
DAMPROOFING OR W.P.
MEMBRANE FOR CAPILLARY
BREAK
FILTER FABRIC
(R-10) 2-3/8" DRAIN & DRY" DRAINAGE
BOARD OVER WATERPROOFING (FROM
FOOTING TO 8" BELOW FINISHED GRADE)
ALTERNATE SYSTEM:
COMPOSITE DRAINAGE BOARD WITH
FILTER FABRIC EXTEND FROM 8" BELOW
GRADE TO FOOTING OVER 2" RIGID
INLSULATION (TO A DEPTH OF 4'-0"
BELOW GRADE) OVER WATERPROOFING.
5/8" GWB OVER VAPOR BARRIER MAIN LEVEL
SEE ENERGY SHEET A.01 FOR
WALL INSULATION DETAIL
FLOOR FINISH MATERIAL
BASE TRIM (PROFILE TBD)
1 1/2" FINISH FLOOR
OVER 1 1/2" LIGHT-WEIGHT
CONCRETE HEATED FLOOR
2X6 FASCIA
2X12 SUB-FASCIA
5/8” GWB CEILING FINISH1' - 0 1/4"S I P P A N E L = +R -49
SIDING - SEE ELEVATIONS
METAL ROOFING
W.P. MEMBRANE GALV. MTL
FLASHING
5 1/2"
2' - 6"
SEE ENERGY SHEET A.01 FOR WALL INSULATION DETAIL
2'-0" OR AS NOTED ON ROOF PLAN
DROPPED CEILING
WHERE NEEDED FOR
RECESSED LIGHTING
FIXUTES AND FIRE
SPRINKLER PIPES
SIP PANELS TO BE INSTALLED PER MANUFACTURER
SPECIFICATIONS AND SHOP DRAWINGS.
1X6 CEDAR SOFFIT
METAL ROOFING
W.P. MEMBRANE
GALV. MTL
FLASHING
2X6 FASCIA
2X12 SUB-FASCIA1' - 0 1/4"SIP PANEL = +R-49
SIDING - SEE ELEVATIONS
5 1/2"
3' - 0"
SEE ENERGY SHEET A0.1 FOR WALL INSULATION DETAIL
2'-0" OR AS NOTED ON ROOF PLAN
1X4 T&G CEDAR SOFFIT
5/8” GWB CEILING FINISH
DROPPED CEILING
WHERE NEEDED FOR
RECESSED LIGHTING
FIXUTES AND FIRE
SPRINKLER PIPES
SIP PANELS TO BE
INSTALLED PER
MANUFACTURER
SPECIFICATIONS AND
SHOP DRAWINGS.
SNOW RETENTION DEVICE
DESIGN AND ENGINEERING BY OTHERS
1' - 0 1/4"12 1/4" XPS SIP = R-49
CANTILEVER SIP
1X6 T&G SOFFIT PANELS
SIDING - SEE ELEVATIONS
12 1/4" XPS SIP = R-58
1' - 6"
2X6 STUD WALL
R-22 BLOWN-IN
CELLULOSE INSULATION
WATERPROOF
MEMBRANE FROM ROOF
TO RUN UP WALL 24" MIN.
STEP FLASHING AND COUNTER FLASHING.
SIDING TO BE KEPT OFF ROOF SURFACE BY 4"
SIP PANEL TIGHT TO WALL1 1/2"1 1/2"
2X2 HEADER
2X2 SIDE TRIM
3 1/2"3 1/2"
2X4 HEADER
2X4 SIDE TRIM
VERTICAL BONDERIZED
CORRUGATED METAL SIDING ((RE:
ELEVS) OVER TYPICAL WALL DETAIL
WATERPROOF TAPE AT THE PERIMETER
OF ALL OPENINGS.
SEAL/FOAM THE
PERIMETER OF ALL
PENETRATIONS
WATERPROOF MEMBRANE
WINDOW TAPE OVER
NAILING FLANGE
SEALANT BEHIND NAILING FLANGE
STRUCTURAL HEADER,
W/ RIGID INSULATION.
WOOD CASING
PROFILE TBD
BACKER ROD
AND SEALANT
SHIM SPACE
2X2 WOOD SILL W/
SLOPED TOP
WATERPROOF MEMBRANE
TAPE TO OVERLAP AIR -
INFILTRATION BARRIER AND
EXTEND OVER ROUGH SILL
HEAD FLASHING AT ALL WINDOW
AND DOOR HEADS
HORIZONTAL SIDING OVER
TYPICAL WALL DETAIL
FLASHING
2X4 WOOD HEADER (RE: ELEVS)
W/ SLOPED TOP
WATERPROOF MEMBRANE
WINDOW TAPE OVER
NAILING FLANGE
DRIP NOTCH
2X4 WOOD SILL
FLASHING
3X6 WOOD HEADER (RE: ELEVS)
W/ SLOPED TOP
HEAD FLASHING AT ALL WINDOW AND DOOR HEADS
SIDE TRIM:
2X2 TRIM 2X4 WOOD TRIM
AT VERTICAL METAL SIDING EXTERIOR AT HORIZONTAL SIDING EXTERIOR
1 1/2"
2 1/2" 1 1/2"1 1/2"2"1 7/8"3 1/2"HEADER TRIM:
2X2 TRIM
SILL TRIM:
2X2 TRIM
WELDED METAL RAILING W/ WOOD CAP
1 1/2"3 1/2" 2' - 11"3' - 0 1/2"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS5/14/2018 9:44:40 AMA5.1DETAILSXXXX GROUSE DUPLEX DESIGN REVIEW5-14-18Jarenko5128 Grouse LaneVail, CO 816571" = 1'-0"1 DETAIL - BASEMENT - CONC STUB
1" = 1'-0"2 DETAIL - FOUND. @ FIN BASEMENT
1" = 1'-0"3 DETAIL - FOUNDATION SLAB-ON-GRADE
1" = 1'-0"4 DETAIL - ROOF HIGH EAVE
1" = 1'-0"5 DETAIL - ROOF LOW EAVE
1" = 1'-0"6 DETAIL - ROOF TO WALL - RAKE No. Description Date1 1/2" = 1'-0"7 WINDOW HEAD ELEV - METAL
1 1/2" = 1'-0"8 WINDOW HEAD ELEV - WOOD
1 1/2" = 1'-0"9 WINDOW DETAILS
1" = 1'-0"10 RAILING DETAIL
DRB
APPROVED
7/18/2018
12:00:00 AM