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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, COLORADO09/17/18
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 number Date REVISIONS9/10/2018 10:36:40 AMA0.0COVER SHEETJG-1831 GROUSE DUPLEXPERMIT SET 8-28-189-10-18 Jarenko5128 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 2014 National Electrical Code
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 RCP/ELEC - LOWER
A6.2 RCP/ELEC - MAIN
A6.3 RCP/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.
PERMIT SET: 8-28-18
09/17/18
UP
Radon System
Radon system is to comply with Appendix F of the 2015 IRC
A sub-slab depressurization system (passive) is to be designed. The vent pipe shall be a minimum dia. of
3" and extend from the permeable layer under the lowest slab with a ' T ' fitting, through the conditioned
space of the homes, and out the roof. The exhaust shall be located as a penetration through the roof and
located on the non-street side. This exhaust vent shall be 2'-0" above the roof surface and 10'-0" away from
any openings or the adjacent building/unit.
An electrical box shall be installed in an accessible location along radon sytem vertical piping so possible
future vent pipe in-line fans can be added.
See sections on this sheet for vertical location of Radon system. See key floor plan on this sheet for
location of piping routing for Radon System.
Additional notes:
N1102.2.1 (R402.2.1) Ceilings with attic spaces.
When Secton N1102.1.1 R-38 shall be deemed to satisfy the requirement for R-49 wherever the full height
of uncompressed R-38 insulation extends over the wall top plate at the eaves.
N1102.2.2 (R402.2.2) Ceilings without attic spaces.
Where Secton N1102.1.1 would require insulation levels above R-30 and the design of the roof/ceiling
assembly does not allow sufficient space for the required insulation, the minimum required insulation for
such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Secton
N1102.1.1 shall be limited to 500 square feet (46 m2) or 20 percent of the total insulated ceiling area,
whichever is less.
N1102.2.3 (R402.2.3) Eave baffle.
For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents.
Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the
top of the attic insulation. The baffle shall be permitted to be any solid material.
N1102.2.4 (R402.2.4) Access hatches and doors.
Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be
weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access
shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or
equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of
which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened,
and to provide a permanent means of maintaining the installed R-value of the loose fill insulation.
N1102.2.5 (R402.2.5) Mass walls.
Mass walls for the purposes of this chapter shall be considered above-grade walls of concrete block,
concrete, insulated concrete form (ICF), masonry cavity, brick (other than brick veneer), earth (adobe,
compressed earth block, rammed earth) and solid timber/logs.
N1102.2.7 (R402.2.7) Floors.
Floor insulation shall be installed to maintain permanent contact with the underside of the subfloor decking.
N1102.2.8 (R402.2.8) Basement walls.
Walls associated with conditioned basements shall be insulated from the top of the basement wall down to
10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with
unconditioned basements shall meet this requirement unless the floor overhead is insulated in accordance
with Sections N1102.1.1 and N1102.2.7.
N1102.2.9 (R402.2.9) Slab-on-grade floors.
Slab-on-grade floors with a floor surface less than 12 inches (305 mm) below grade shall be insulated in
accordance with Table N1102.1.1. The insulation shall extend downward from the top of the slab on the
outside or inside of the foundation wall. Insulation located below grade shall be extended the distance
provided in Table
N1102.1.1 by any combination of vertical insulation, insulation extending under the slab or insulation
extending out from the building. Insulation extending away from the building shall be protected by pavement
or by a minimum of 10 inches (254 mm) of soil. The top edge of the insulation installed between the exterior
wall and the edge of the interior slab shall be permitted to be cut at a 45-degree (0.79 rad) angle away from
the exterior wall.
N1102.2.10 (R402.2.10) Crawl space walls.
As an alternative to insulating floors over crawl spaces, crawl space walls shall be permitted to be insulated
when the crawl space is not vented to the outside. Crawl space wall insulation shall be permanently
fastened to the wall and extend downward from the floor to the finished grade level and then vertically
and/or horizontally for at least an additional 24 inches (610 mm). Exposed earth in unvented crawl space
foundations shall be covered with a continuous Class I vapor retarder in accordance with this code. All joints
of the vapor retarder shall overlap by 6 inches (153 mm) and be sealed or taped. The edges of the vapor
retarder shall extend at least 6 inches (153 mm) up the stem wall and shall be attached to the stem wall.
N1102.2.11 (R402.2.11) Masonry veneer.
Insulation shall not be required on the horizontal portion of the foundation that supports a masonry veneer.
A section below thru the home shows the locations of all insulation/thermal envelope. On these sections, is shown
the location of vapor barrier/vapor retarder.
Eagle County lies in climate zone 6B.
This is a prescriptive method for insulation and code compliance to energy efficient systems
#1 Insulation values: show the chart that has the climate zone 6B.
Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30 in Eagle Co. and .30 in Town of Vail
Skylight U-Factor=.55
Ceiling R-Value = R49
Wood Framed Wall R-Value 20+5 or 13+10 (20 in the wall cavity and 5 continuous)
Town of Vail, Avon, and Eagle have not adopted the R-5 continuous insulation requirement.
Floor R-Value = R30 (or insulation to fill the framing cavity, r-19 min)
Basement Wall R-Value =15/19 (R15 on the exterior or interior continuous OR R19 in the wall cavity)
The r-19 shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5
continuous on the interior OR exterior of the foundation wall
Slab R-Value =R10 for 4 feet from the edge of the slab measured horizontally or vertically
For heated slabs, R-5 insulation shall be added to the slab edge
Crawlspace wall R-Value = 15/19, which means R15 on the interior or exterior of the home or R-13 cavity insulation
on the interior of the basement wall plus R-5 continuous on the interior OR exterior of the foundation wall
#2 Fenestration and SHGCs (SHGCs are not required in this climate zone of 6)
Fenestration U-Factor=.32 with a resolution 3.11 C revising the U-factor to .30
#3 Area weighted U-factor Calculations
If some windows do not meet the U-factor .30 then an average of window areas can be calculated.
#4 Mechanical system design criteria.
1. Minimum winter design temp of -20 degrees F. (resolution to section R303.9)
2. Heat loss calculations are required for all dwelling units (resolution to section R303.9)
(Heat calcs, zones and layouts are due with the mech. permit application)
3. Minimum efficiency of main heat source is to be 92%
4. A whole house mechanical ventilation system (R303.4) is to be designed where the air infiltration rate
of a dwelling unit is 5 air changes per hour or less where tested with a blower door at a pressure of 0.2
inch w.c (50 Pa) in accordance with Section N1102.4.1.2, the dwelling unit shall be provided with
whole-house mechanical ventilation in accordance with Section M1507.3.
5. N1102.4.1.2 (R402.4.1.2) Testing.
The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 3 air
changes per hour in Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2
inches w.g. (50 Pascals). Where required by the building official, testing shall be conducted by an approved
third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the building official. Testing shall be performed at any time after creation of all penetrations of the
building thermal envelope.
#5 Mechanical and service water heating system and equipment types, sizes and efficiencies.
Note and locate water heater or side arm off boiler. Label efficiency of water heater and whether gas or
electric is shown on plan set.
#6 Equipment and system controls.
Label location of thermostats and heating zones on key plans.
Provide at least on programmable thermostat
Initially programmed set point of heating no higher than 70 degrees and cooling no lower than 78
degrees
#7 Duct sealing, duct insulation, and pipe insulation and locations.
1. Show locations of ductwork in area not in the heated envelope (shown on drawings for mech. permit)
2. All ducts to be sealed in accordance with the International Mechanical Code (M1601.4.1)
3. Ducts outside building envelope to be insulated with R-8, all other ducts with R-6
4. Building framing cavities shall not be used as supply ducts
5. Duct tightness test (section 403.2.2)
Duct tightness test is not required if air handler and ducts are ALL located within conditioned space
Duct tightness shall be verified by
a) Post construction test
Leakage to outdoors:<8 cfm/per 100 s.f. pf conditioned floor area or
Total leakage:<12 cfm/ pre 100
b) Rough-in test
Total leakage <6 cfm/per 100 s.f. of conditioned floor area
test at a pressure differential of .1 in w.g. (25 Pa) across rough-in system
#8 Air sealing details:
General note: All exterior joints are to be caulked, gasketed, weather stripped, or otherwise sealed. Floor
plates and sheathing joints are to be sealed. Refer to chart for locations and methods.
5/8" TYPE "X" GYPSUM WALL
BOARD ON VAPOR RETARDER
5/8" TYPE "X" GYPSUM WALL
BOARD ON VAPOR RETARDER
HORIZONTAL
1X8 SHIP-LAPPED SIDING W/7" REVEAL
-OR-
VERTICAL
1X6 T&G (SQUARE EDGES)
-OR-
METAL PANELS
REFER TO EXTERIOR ELEVATIONS FOR
TYPE OF EXTERIOR CLADDING
6" NOMINAL TEXAS
LIMESTONE VENEER ON
DRAINAGE PLAIN SYSTEM
WITH WEEPS AT BOTTOM
OF THE WALL
TYPICAL WOOD SIDING
CLAD WALL TYPE
TYPICAL WALL TYPE
WITH STONE VENEER
WALL SHEATHING WITH
THERMAL AND AIR
INFILTRATION BARRIER ON
EXTERIOR FACE
WALL SHEATHING WITH
THERMAL AND AIR
INFILTRATION BARRIER ON
EXTERIOR FACE
R-13 BATT INSULATION TO FILL
REMAINDER OF 2X6 STUD WALL
CAVITY.
R-13 SRRAY 2" OF FOAM
INSULATION ON INTERIOR FACE
OF EXTERIOR WALL SHEATHINGTOTAL R-VAULE OF WALL = R-26
R-13 BATT INSULATION TO FILL
REMAINDER OF 2X6 STUD WALL
CAVITY.
R-13 SRRAY 2" OF FOAM
INSULATION ON INTERIOR FACE
OF EXTERIOR WALL SHEATHING
TOTAL R-VAULE OF WALL = R-26
WALL INSULATION:
TYPICAL EXTERIOR WALL
2" SPRAY FOAM =R-13
3.5" BATT =R-13
TOTAL WALL CAVITY INSULATION =R-26 (R-20 MIN)
(EXTERIOR CONTINUOUS INSULATION NOT REQUIRED - TOWN OF VAIL)
TYPICAL FOUNDATION WALL AT LIVING SPACE
3.5" BLOWN-IN BATT (R-4.23 PER INCH). =R-13
1” RIGID INSULATION CONTINUOUS =R-4
2" DRAIN AND DRY ON EXT. OF FDN WALL = =R-10
TOTAL WALL R-VALUE =R-27 (R-19 MIN)
TYPICAL SLAB EDGE/FROST WALL FOUNDATION WALL
2" DRAIN AND DRY ON EXT. OF FDN WALL = =R-10.00 (R-10 MIN)
UNDER SLAB INSULATION:
2" RIGID INSULATION =R-10.00 (R-10 MIN)
3/4" SLAB EDGE INSULATION =R-7.00 (R-7 MIN)
CANTILEVERED FLOOR INSULATION:
11 7/8" BLOWN-IN BATT (R-4.23 PER INCH) =R-50.23 (R-30 MIN)
ROOF INSULATION:
12” SIP PANELS =+ R-49 (R-49 MIN)
WINDOWS:
FIXED =U-0.30
OPERABLE (AWNING AND CASEMENT) =U-0.30
PATIO DOOR AND SLIDING DOOR UNITS =U-0.30
INSULATION SUBCONTRACTOR MUST VERIFY THAT THE R-VALUES/U-VALUES OF
PROPRIETARY PRODUCTS MEET OR EXCEEDS THE VALUES LISTED ABOVE AND THAT
INSTALLATION PERFORMED IS PER MANUFACTURER'S SPECIFICATION. ALL WALL
INSULATION SHALL COMPLETELY FILL STUD SPACES AND HAVE PROPER AIR-BARRIER
SHEATHING ON BOTH SIDES OF THE STUD SPACES.
INTERIOR WALLS ARE TO RECEIVE UNFACED SOUND ATTENUATION BATTS FOR ALL
WALLS THAT DIVIDE HABITABLE ROOM
(EXAMPLE: BEDROOM TO CLOSET WALL DOES NOT NEED SOUND INSULATION
BEDROOM TO HALLWAY OR BEDROOM TO BEDROOM DOES)
2X6 = R-19
2X4 = R-13
PRESCRIPTIVE DESIGN INSULATION VALUE SUMMARY
2015 IECC (AND TOWN OF VAIL AMENDMENTS)
7
A0.1
RADON SYSTEM VENT STACK
ROUGH RADON PIPING LAY
OUT. RADON SYSTEM TO BE
DESIGNED BY CERTIFIED
SPECIALIST
GRANULAR FILL - INCLUDE
SOIL-GAS VENTILATION
SYSTEM
RADON SYSTEM
VENT STACK
GRANULAR FILL - INCLUDE
SOIL-GAS VENTILATION
SYSTEM
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. GARAGE LEVEL
8580' - 0"
R-38 BIBS INSULATION AT
BUILDING OVERHANGS (R-30 MIN.)
DASH LINE INDICATES LOCATION
OF VAPOR BARRIER/RETARDER IN
ASSEMBLY
ALUM CLAD WOOD WINDOWS
U VALUE = .30 MAX.
12” SIP PANELS +R-49
ALSO ACTS AS AIR BARRIER AND VAPOR BARRIER
R-13, R-19, OR R-30
UNFACED SOUND ATTENUATION
BATTS AT INTERIOR WALLS /
FLOORS, WHERE NEEDED FOR
NOISE CONTROL.
R-26 EXTERIOR WALL (TYP)
SEE WALL DETAIL THIS SHEET
CONC. SLAB
(UNHEATED)
R-30 AT GARAGE
R-17 FURRING INSULATION
(SEE FOUNDATION DETAIL
R-10 SLAB EDGE INSULATION
(SEE FOUNDATION DETAIL)
R-10 RIGID INSULATION UNDER SLAB
RADON SYSTEM IN
GRAVEL UNDER
SLAB
R-10 DRAIN AND DRY
INSULATION BELOW GRADE
THE MECHANICAL SYSTEM FOR EACH SIDE OF THE DUPLEX WILL BE
A "DESIGN-BUILD" TYPE SYSTEM. THE ARCHITECT HAS PROVIDED A
PROPER SIZED MECHANICAL ROOM AND A VERTICAL CHASE TO THE
HIGHEST FLOOR FOR THE NEEDS OF THE MECHANICAL SUB-
CONTRACTOR.
THE HEATING SYSTEM: THE HEATING SOURCE WILL BE A +92% HIGH-
EFFICIENCY GAS-FIRED FURNACE WITH A WHOLE-HOUSE FORCED
AIR SYSTEM DESIGNED IN ACCORDANCE WITH SECTION M1507 OF
IBC2015 WITH AN ADDED AIR-CONDITIONING SYSTEM.
THE FURNACE WILL BE A CLOSED LOOP SYSTEM WITH FRESH AIR
TAKEN FROM THE EXTERIOR OF THE HOUSE.
THE WATER HEATER WILL BE AN ELECTRIC OR GAS-FIRED HIGH-
EFFICIENCY WATER STORAGE AND HEATING APPLIANCE.
DRIVEWAY AND DECK RADIANT HEATING WILL BE ACCOMPLISHED
WITH +92% EFFICIENCY CLOSED-SYSTEM BOILERS.
A RADON MITIGATION SYSTEM WILL BE INSTALLED TO MEET IRC2015
CODE REQUIREMENTS. SEE SECTIONS THIS SHEET FOR A PROJECT
SPECIFIC DIAGRAM.
MECHANICAL AND RADON SYSTEMS
5/8" TYPE X GWB FOR
1-HR FIRE SEPARATION
INSTALL 90 DEGREE FITTING AND 4 FT.
TAIL OF 4 IN. DRAIN TILE EMBEDDED IN
FREE DRAINING GRAVEL.
NOTE: ALL CONTROL JOINTS, ISOLOATION JOINTS, CONSTRUCTION JOINTS AND ANY OTHER
JOINTS IN THE CONCRETED SLABS, OR BETWEEN SLABS AND FOUNDATION WALLS SHALL
BE SEALED WITH A CAULK OR SEALEANT. GAPS AND JOINTS SHALL BE CLEARED OF LOOSE
MATERIAL AND FILLED WITH POLYUERETHANE CAULK OR OTHER ELASTOMERIC SEALANT
APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
ROUTE 4" ABS, PVC, OR EQUIVILENT GAS-TIGHT, SUBSLAB
PASSIVE SLAB DEPRESSURIZATION VENT FROM BASEMENT TO
ROOF THROUGH INTERIOR WALLS (SEE RADON PLANS).
ALLOW FOR THE INSTALLATION OF AN IN-LINE FAN.
PROVIDE A 110 VOLT RECEPTACLE AT THE FAN LOCATION .
PLACE LABELS ON VENT AT EACH LEVEL: "RADON MITIGATION
SYSTEM".
EXTEND VENT PIPE 12" ABOVE ROOF.FANINSTALL RADON SENSOR AT LOWEST LEVEL
IN-LINE FAN TO BE AT LOWEST LEVELMIN.1' - 0"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:22:15 AMA0.1ENERGY SHEETJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date12" = 1'-0"1 ECO NOTES
1" = 1'-0"2 DETAIL - TYPICAL WALL
1/4" = 1'-0"3 INSULATION NOTES
1/8" = 1'-0" 5 5. RADON PLAN
1/8" = 1'-0"7 RADON/ENERGY SECTION
1/4" = 1'-0" 4 RADON SECTION
09/17/18
UP
DN
UP
DN
UP
DN
UP
DN
DN
DN
UP
DN
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 1/2"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 number Date REVISIONS8/28/2018 11:22:18 AMA0.2AREAS & HEIGHTSJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 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.
09/17/18
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 number Date REVISIONS8/28/2018 11:22:21 AMA0.3BASEMENT DEDUCTIONJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 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 - FOUNDATION1/8" = 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 Date09/17/18
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
CONTRACTORMUST
SCHEDULE
SPECIAL
INSPECTIONS
WITH
THE
GEOTECHNICAL
ENGINEERAS
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
3/8"
8609'
-
5
1/4"
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.
STUDYDATED
DEC.
4,
2007
HIGH
WATER
LINE
OF
CREEK
EDGE
OF
GORE
CREEK
CENTERLINE
OF
GORE
CREEK
50' - 0"
STREAM
SETBACKLINE
50'
CREEK
SETBACKLINE
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)DRIVEWAYBRIDGE:
HEATED CONCRETE OVER
STEEL STRUCTURE
W/ STRUCTURAL GUARDRAIL
AREA = 450 SF
EXISTING
DRIVEWAYEDGE
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
"
METERCLOSET
GAS
METER
METERCLOSET
HOUSE
AGAS
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.
STUDYDATED
DEC.
4,
2007
TWO AIR-
CONDITIONING
CONDENSERS
UNDER THE BRIDGE
ON CONC
PADS
HOUSE
AMETER
CLOSET
HEATED DRIVEWAYNOTE:
HEATED DRIVEWAY WITHIN THE TOWN OF VAIL
R.O.W. MUST BE ON A
SEPERATE
ZONE
AND
MARKED AT
THE CONTROL BOX.
CONTRACTOR NOTE: A REVOCABLE R.O.W. PERMIT
IS
REQUIRED FOR
ALL IMPROVEMENTS WITHIN
THE
TOWN OF VAIL RIGHT-OF-WAY.
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 ofany
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 orsignificant 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%) ofthe 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 numberDate REVISIONS9/10/2018 10:36:53 AMA1.1SITE PLAN -OVERALLJG-1831 GROUSE DUPLEX PERMIT SET 8-28-189-10-18Jarenko5128 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: (5)
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: (11)
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
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.
B
B
09/17/18
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
REMAIN
(TYP)
TREES
TO
REMOVE
(TYP)
REMOVE
KEYSTONE
BLOCK WALL
NOTE:
MUST
RECEIVE
PERMISSION
FROM
NEIGHBORS
ON
LOT
9
TO
REMOVE
PORTION
OF
WALL
ON
THEIRPROPERTY
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
CONTOURLINES
FOR
THE
PURPOSES
OF
HEIGHT
CALCULATIONS
EXISTING WOOD STAIRS
TO LOT 7 PROPERTY
LOT
LINE
TO
BE
VACATED
APPROXIMATE
20'-0"
ROADWAYEASEMENT
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
NOV.
2,
1982
APPROXIMATE
50
FT
CENTERLINE
OF
CREEK
SETBACK
GORE
CREEK
BOULDERWALLS 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.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDateREVISIONS8/28/2018 11:22:34 AMA1.2SITE PLAN - DEMOJG-1831 GROUSE DUPLEX PERMIT SET 8-28-188-28-18Jarenko5128 Grouse LaneVail, CO 816571" = 10'-0"1 Site Plan - DEMO
12"
=
1'-0"2 SATELLITE
VIEW
No. Description Date09/17/18
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
LARGE PINE
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 number Date REVISIONS8/28/2018 11:22:49 AMA1.3LANDSCAPE PLANJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/8" = 1'-0"1 LANDSCAPE PLAN
09/17/18
UP
DN
4
A4.2
4
A4.2
A3.2
1
A3.1
2
A3.1
1
A3.3
1
A3.22
A3.3 2
A3.3
3
1
A4.2
1
A4.2
2
A4.1
2
A4.1
A3.3
4
1
A4.1
1
A4.1
3
A4.1
3
A4.1
DE
CK
ABO
V
E
33°57°
W
D
61' - 6"28' - 0"DECK
ABOVE
15' - 0" 13' - 0"WINDOW
WELL
8' - 0"HOT TUB
EGRESSWALL OPTION 13' - 6 7/8" 23' - 4"3' - 0"
4' - 4"
4' - 4"
4
A4.1
4
A4.1
METER
CLOSET
GAS METER
17' - 1" 7' - 11" 15' - 5" 8' - 5 1/2" 12' - 7 1/2"7' - 0"1' - 0 1/2"5' - 0" 11 1/2"4' - 10 7/8" 6' - 4" 4' - 10" 2' - 6" 4' - 0"
18' - 6 7/8" 7' - 3" 5 1/2"2' - 5" 3' - 8" 3 1/2" 3' - 8" 9' - 0 1/2" 5 1/2"1' - 0" 5' - 0" 3' - 0" 4' - 0" 1' - 0"2' - 4
1/2"
8
3/4
"
6' - 0"
2' - 7"
2' - 6"
5
1/2
"
DEN
A02
BEDROOM 1
A03
CLOSET 1
A04
BATH 1
A05
BEDROOM 2
A06
CLOSET 2
A07
BATH 2
A08
BUNK
ROOM
A09
BATH 3
A10
LAUNDRY
A12MECHANICAL
A13 LOWER STAIR
A01
3' - 4" 7' - 1 1/4" 12' - 2" 5 1/2" ELEV
A00
2
A4.2
2
A4.2
5 1/2"
1' - 9" 4' - 7 1/2" 2' - 4 1/2" 11' - 9 1/4" 5 1/2"10" 13' - 0" 10"3' - 8"6' - 0" 1' - 9 1/2" 4' - 10 5/8"10'
- 10
3/4"
8"
5' - 0"
10' - 9"2' - 0" 7' - 9 1/2" 6' - 4" 3' - 5 1/2" 1' - 2" 5' - 7" 8' - 6 1/4" 8' - 3 3/4" 14' - 3"
4' - 0"4' - 0"
4' - 6
3/4"
1' - 0
1/2"9' - 3 1/2"
10'
- 3"3' - 0"13' - 1" 2' - 6"1' - 0"
09
10
A00
A06a
A02
A12
A13
B05
A09
A03
A07
A04
A09
B09 B04
B07
07
08
05
02
03
01
B08
B01b
B01c
B06
A05
A10b
A11
A06b
A10a
B01a
B03a
06R @ 7 3/8"18
B00
R @ 7 3/8" 18ELEV
B00
GARAGE
B01
STAIR
B02
ENTRY
B03
LAUNDRY
B004
MECH.
B006
BEDROOM 1
B07
BATH 1
B09
CLOSET
A11
WD
5' - 8
3/4"5 1/2" 4' - 6 1/2" 3' - 8 1/2" 5' - 6 3/4"1' - 2" 6' - 6 1/4" 7' - 8 3/4" 11 3/4" 6' - 0" 1' - 4"
1
1/2"
3'
- 0"
9'
- 0"
2'
- 0"
1'
- 6"
9'
- 0"
3' - 6"
4' - 0"
5'
- 6" 10' - 9"1' - 10"1'
- 10"
3'
- 7
1/2
"6' - 0"5 1/2"9' - 0 1/2" 4' - 0" 2' - 3 1/2" 5 1/2" 8' - 6 1/2" 1' - 2 1/2" BENCH EQ 6' - 0" EQ.1' - 2 1/2" 11' - 11" 5' - 10 1/2" 4' - 0" 13' - 0 3/4"
5' - 1 1/4" 4' - 0 1/4"1' - 9"2' - 0"3
A4.2
3
A4.2
2
A2.5
1
A4.6
3"
2
A4.6
3
A4.6
4
A4.6
5
A4.6
BOULDER RETAINING
STONE PIER CL 1
B08
ENTRY CL
B05
UP
7" 7" 58' - 7"B03b
DECK ABOVE
BLDG ABOVE
R @ 6"2
8581' - 0"
8580' - 0"
PILATSTER W/ STONE
VENEER
9' - 9" 1' - 6" 3' - 9" 8' - 4"1' - 10"1'
- 10"
3
A2.5
EGRESS
LADDER
R310.2.3 Window wells. The horizontal area of the window
well shall be not less than 9 square feet, with
a horizontal projection and width of not less than 36 inches.
The area of the window well shall allow the
emergency escape and rescue opening to be fully opened.
Exception: The ladder or steps required by Section
R310.2.3.1 shall be permitted to encroach not more
than 6 inches into the required dimensions of
the window well.
R310.2.3.1 Ladder and steps. Window wells with a
vertical depth greater than 44 inches shall
be equipped with a permanently affixed ladder or steps
usable with the window in the fully open position. Ladders
or steps required by this section shall not be
required to comply with Sections R311.7 and R311.8.
Ladders or rungs shall have an inside width of not less
than 12 inches, shall project not less than 3
inches from the wall and shall be spaced not
more than 18 inches on center vertically for
the full height of the window well.
R310.2.3.2 Drainage. Window wells shall be designed
for proper drainage by connecting to the building’s
foundation drainage system required by Section R405.1
or by an approved alternative method.
R310.2.4 Emergency escape and rescue openings under
decks and porches. Emergency escape and rescue
openings
shall be permitted to be installed under decks and
porches provided that the location of the deck allows the
emergency escape and rescue openings to be fully opened
and provides a path not less than 36 inches in
height to a yard or court.
WINDOW WELL - IRC-2015 REQ'S.
SEE IRC2015
REQ'S. 1' - 6"5
A4.1
DUCT CHASE
RADON PIPE,
INCLUDE POWER FOR INLINE FAN
8' - 10
1/4"
2
A2.6
3
A2.6
DUCT CHASERADON PIPE,
INCLUDE POWER
FOR INLINE FAN
MECH. AIR
INTAKE &
EXHAUST
MECH. AIR
INTAKE &
EXHAUST DIM TO PARTYWALL CENTERLINELOT SPLIT LINE
32'
- 0"
SLOPE TO
DRAIN
1/4" / FT
SLOPE TO
DRAIN
1/4" / FT
1 1/2" LOT SPLITLINE BEYONDA4.3
1
A4.4
1
5 1/2" 12' - 11 3/4" 5 1/2" 22' - 10 1/2"ON-GRADE
CONC. PATIO
12' - 11 3/4" 2' - 5 1/4"
BUNK CL.
A14
4
A0.1
SEE ENERGY SHEET
FOR MECH. AND
RADON NOTES
SEE ENERGY SHEET
FOR MECH. AND
RADON NOTES
NOTE: A WALL WITHIN 36" OF THE
LOT-SPLIT LINE MUST MAINTAIN
1-HR FIRE-SEPARATION. SEE PARTY
WALL DETAILS FOR PROPER
DETAILING OF 5/8" TYPE X GWB
FROM FOUNDATION TO ROOF.
NOTE: A WALL WITHIN 36" OF THE
LOT-SPLIT LINE MUST MAINTAIN
1-HR FIRE-SEPARATION. SEE PARTY
WALL DETAILS FOR PROPER
DETAILING OF 5/8" TYPE X GWB
FROM FOUNDATION TO ROOF.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS9/10/2018 10:36:57 AMA2.1FLOOR PLAN -LOWER LEVELJG-1831 GROUSE DUPLEX PERMIT SET 8-28-189-10-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 1. A LOWER LEVEL No. Description Date09/17/18
UP
UP
DN
UP
4
A4.2
4
A4.2
A3.2
1
A3.1
2
A3.1
1
A3.3
1
A3.22
A3.3 2
A3.3
3
1
A4.2
1
A4.2
2
A4.1
2
A4.1
A3.3
4
1
A4.1
1
A4.1
3
A4.1
3
A4.114' - 1"DECK
DECK
BRIDGE DRIVEWAY
(ABOVE)
COVERED
ENTRY 15' - 0" 61' - 6"10' - 0"28' - 0" 58' - 0"5' - 6 1/2" 15' - 1"
14'
- 0"5 1/2"12' - 6 1/2"14'
- 0"
4' - 0"
13' - 0"1' - 2 1/2" 9' - 5 1/2" 3 1/2"13' - 7" 14' - 0 1/2"3' - 8 1/2" 9' - 9 3/4"
13'
- 1"
14'
- 0"
32'
- 0"MASTER DECKUP
HOT TUB
SHOWER14' - 1" 13' - 0"25' - 0"15' - 5" 21' - 1"
18' - 6 7/8" 4' - 0"11' - 0"2' - 0" 17' - 7" 12' - 6 1/2" 14' - 6 1/2" 11' - 4" 36' - 10 7/8" 18' - 6"1' - 1 1/2" 3' - 0" 5' - 0"
1' - 0 1/8"11' - 0" 3' - 0"4' - 0"
4
A4.1
8596' - 9"
8595' - 0"
4
A5.1
2
A4.2
2
A4.2
ELEV
A20
DINING
A22
GREAT ROOM
A23
ENTRY CL
A24
KITCHEN
A25
PANTRY
A26
POWDER
A27
BEDROOM 3
(2ND MASTER)
A28
BATH 4
A29
WC
A30
W.I.C.
A31
GREAT ROOM
B22
KITCHEN
B23
PANTRY
B25
STAIR
B21
ELEV.
B20
DINING
B24
MASTER
BATHROOM
B27
MASTER CLOSET
B28
MASTER BATH
B29
POWDER
B26
ENTRY
A21
A21
A20
A24
A27
A28A29
A30
B20
A26
2223
25
26
B26B27a
B25
B27b
R @ 7 3/8"15
27
B22
A23
14
13
11
15
24
20
12
B29
B30
B28
B24
30
28
29
33
3132
A22
A31b
A31a A25
19
17 18
21
R @ 7"3
R @ 7 3/8"15
R @ 7 3/8"18 8' - 8" 3' - 6"WC
B30
4' - 10 7/8" 6' - 4" 7' - 4"
2' - 6
1/4"
4' - 7"
7' - 1"
8
1/2"3' - 0"
4' - 0
1/2"13' - 1 3/8" 4' - 6 1/2" 19' - 3"3'
- 8
1/2"
5' - 8 3/4"
2'
- 2 3/4"
4' - 4"
15'
- 1"
2'
- 0 3/4"5 1/2"16' - 9 1/2" 4' - 6 1/2" 3' - 8 1/2" 5' - 6 3/4" 3' - 8 1/2" 3' - 6" 4' - 7 3/4" 1' - 9"5 1/2"6' - 5" 3' - 10 1/2" 5 1/2" 3' - 8 1/2"9 1/2
"
5' - 0"
3' - 0"
5' - 2 1/2"
1'
- 0
1/2"
12'
- 0"
11
1/2"
GAS FIREPLACE8' - 1 1/2" 3' - 2 1/2" 1' - 9" 12' - 4" 13' - 0"
5 1/2"2' - 0" 4' - 0" 5"5' - 10 1/2"3' - 0" 5' - 0" 1' - 1 1/2"2' - 6" 3' - 0 1/2" 11' - 11" 3' - 7 1/2"5' - 0"
6 3/4"6' - 4"3' - 5 1/2"
6' - 4"10 1/2"2' - 0" 4' - 0" 11"6 3/4"11' - 10 7/8"10 1/4"6' - 4 3/4" 3 1/2"3' - 11 1/2" 13' - 3 1/2" 1' - 2 1/2"5 1/2" 3' - 10 1/2" 7' - 11 1/2" 5 1/2" 6' - 3" 4' - 0" 2' - 0" 3' - 8 1/2" 5 1/2" 4' - 7 3/4" 5 1/2" 6' - 1 3/4" 2' - 9" 2' - 3 3/4" 11' - 6 3/4" 5 1/2"
OPEN TO LEDGE BELOW
FIREPLACE
3
A4.2
3
A4.2
2
A2.5
1
A4.6
2
A4.6
3
A4.6
4
A4.6
5
A4.6
3
A2.5
5
A4.1
WINDOW
WELL
EGRESS
LADDER
SEE IRC2015
REQ'S.
2
A2.6
3
A2.6
RADON PIPE
MECH. CHASE
RADON PIPE
MECH. CHASE
A4.3
2
A4.4
2
A4.5
1
A4.5
2
1' - 0"HANDRAIL
ATTACHED TO
WALL
3' - 6"
1' - 9 1/2"
4
A0.1
NOTE: A WALL WITHIN 36" OF THE
LOT-SPLIT LINE MUST MAINTAIN
1-HR FIRE-SEPARATION. SEE PARTY
WALL DETAILS FOR PROPER
DETAILING OF 5/8" TYPE X GWB
FROM FOUNDATION TO ROOF.
NOTE: A WALL WITHIN 36" OF THE
LOT-SPLIT LINE MUST MAINTAIN
1-HR FIRE-SEPARATION. SEE PARTY
WALL DETAILS FOR PROPER
DETAILING OF 5/8" TYPE X GWB
FROM FOUNDATION TO ROOF.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS9/10/2018 10:37:03 AMA2.2FLOOR PLAN -MAIN LEVELJG-1831 GROUSE DUPLEX PERMIT SET 8-28-189-10-18Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 2. A MAIN LEVEL No. Description Date09/17/18
DN
DN
DN
4
A4.2
4
A4.2
A3.2
1
A3.1
2
A3.1
1
A3.3
1
A3.22
A3.3 2
A3.3
3
1
A4.2
1
A4.2
2
A4.1
2
A4.1
A3.3
4
1
A4.1
1
A4.1
8607' - 0"
3
A4.1
3
A4.1
33°57°
VA
U
LTED
BE
L
O
W
BRIDGE DRIVEWAY
NEW DRIVEWAY
DOWN TO
ENTRY
12'
- 8
1/2"
VAULTED
TO BELOW
5 1/2"
14' - 7"14' - 1"24' - 1"
22' - 1"11' - 6 3/4" 9' - 10 3/4"11' - 2"25' - 1"3' - 6"10' - 7"58' - 0"11' - 7"WALL
OPTION
13'
- 0"
12'
- 6
1/2"
25' - 0" 8' - 9 3/4"27' - 8 1/4"
61' - 6"15' - 1" 23' - 4" 5' - 11" 13' - 8"4'
- 0"
14'
- 0"
14' - 0"
32'
- 0"2' - 0"2' - 0" 26' - 0"13' - 0"15' - 0" 28' - 0"17' - 6"
3' - 0" 5' - 0"
1' - 0"
4
A4.1
4
A4.1
METER CLOSET
2
A4.2
GARAGE
A39
ELEV
A34
MUD ROOM /
OWNER ENTRY
A32
STAIR
A33
MASTER
BEDROOM
A38
MASTER
CLOSET
A35
MASTER BATH
A36
WC
A37
BEDROOM 3
B33
ELEV.
B31
DEN
B32
BATH 2
B39
STAIR
B42
2' - 5 3/4"2' - 0 1/2"5' - 0" 3' - 0" 2' - 0" 1' - 8" 5' - 0"3' - 0" 1' - 7 1/2"2' - 8" 5' - 0" 7' - 3 1/2" 2' - 9"CL
B41
CLOSET 2
B43
A32
A34
A39a
A38
A36
A35
B31
40
R @ 7 3/8"15
A39b
50
52
57
56
34
35
36
55
54
B40 B39a
B39b
51
53
39
A37
42
41
3837
47
49
48
44 45
B33
B41
B37
4346
R @ 7 3/8"15
4' - 0"3'
- 5"
6' - 2"
1'
- 0"
3' - 6"
5 1/2"
6' - 3 1/2"
10'
- 3"
14'
- 2 1/4"
5 5/8"
2' - 0" 3' - 8 1/2" 5' - 6 3/4" 3' - 6 1/4" 5' - 9" 5 1/2" 5 1/2" 7' - 0" 3' - 7" 3' - 5 1/2" 4' - 1 1/2" 3 1/2" 8' - 7 1/2"5 1/2"1' - 0"3' - 0" 6' - 0" 5' - 0" 9' - 7 1/4" 7' - 9 1/2"
6' - 2 1/2" 5' - 4 1/4" 4' - 9 1/4" 5' - 2 3/4"
3' - 0 1/4" 3' - 0" 5' - 0"
1' - 7 1/2"
1' - 11" 10' - 9" 2' - 4 1/2"
5' - 7 1/2"
3
A4.2
3
A4.2
2
A2.5
1
A4.6
2
A4.6
3
A4.6
4
A4.6
5
A4.6
3
A2.5
5
A4.1
GAS METER
2
A2.6 3
A2.6
RADON PIPE
RADON PIPE
A4.3
3
A4.4
3
3' - 0"2" /
12"
DRAINAGE
CRICKET
HIGH WINDOWS
4
A0.1
NOTE: A WALL WITHIN 36" OF THE
LOT-SPLIT LINE MUST MAINTAIN
1-HR FIRE-SEPARATION. SEE PARTY
WALL DETAILS FOR PROPER
DETAILING OF 5/8" TYPE X GWB
FROM FOUNDATION TO ROOF.
NOTE: A WALL WITHIN 36" OF THE
LOT-SPLIT LINE MUST MAINTAIN
1-HR FIRE-SEPARATION. SEE PARTY
WALL DETAILS FOR PROPER
DETAILING OF 5/8" TYPE X GWB
FROM FOUNDATION TO ROOF.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS9/10/2018 10:37:06 AMA2.3FLOOR PLAN -UPPER LEVELJG-1831 GROUSE DUPLEXPERMIT SET 8-28-189-10-18 Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 3. A UPPER LEVEL No. Description Date09/17/18
79
00
8580
8582
8584
8586
8588
8580
DN
4
A4.2
4
A4.2
A3.2
1
A3.1
2
A3.1
1
A3.3
1
A3.22
A3.3 2
A3.3
3
1
A4.2
1
A4.2
2
A4.1
2
A4.1
A3.3
4
1
A4.1
1
A4.1
3
A4.1
3
A4.1
4
A4.1
4
A4.1
7
A0.1
4
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"8624' - 1 1/4"
8618' - 11 1/4"
8612' - 6 3/8"
8620' - 1 7/8"
8612' - 9 1/4"
8611' - 9 3/8"
8609' - 5 1/2"
2
A4.2
2
A4.2
3
A4.2
3
A4.2
2
A2.5
1
A4.6
2
A4.6
3
A4.6
4
A4.6
5
A4.6
3
A2.5
5
A4.1
2
A2.6
3
A2.6
RADON AND MECH. AIR INTAKE/EXHAUST
RADON AND MECH. AIR
INTAKE/EXHAUST
1' - 7 1/4"4' - 0"2' - 0"2' - 0"
20' - 0" 20' - 0"20' - 0" 20' - 0"DRAINAGE CRICKET
BELOW
DRAINAGE CRICKET
DRAINAGE CRICKET
SHORT SNOW
GUARD ABOVE
VENTS
SNOW RETENTION DEVICE:
SEE PROPRIETARY PRODUCT
INFORMATION THIS SHEET
(SHOWN TYP)
OVERHANG NOTE:
THE OVERHANG DIMENSION TYPICALLY SHOWN
IS A DIMENSION FROM THE EXTERIOR EDGE OF
THE STUD FRAMING (PRIOR TO SHEATHING) TO
THE EDGE OF THE ROOF SLAB. THE DOUBLE
FASCIA IS NOT INCLUDED IN THE DIMENSION.
ROOF OVERHANG AT LOT SPLIT LINE:
THE ROOF MAY OVERHANG THE LOT-SPLIT LINE BY
TOWN OF VAIL CODE AMENDMENT.
IT IS RECOMMENDED THAT WORDING REGARDING
THE OVERHANG IS WRITTEN INTO THE DUPLEX
NEIGHBOR PARTY-WALL AGREEMENT.
LOT-SPLIT LINE
GUTTER & DOWNSPOUT:
INCLUDE POWER FOR SNOW-MELT WIRING.
RUN SNOW MELT DOWN DOWNSPOUT.
RUN DOWNSPOUT UNDER-GROUND TO DAYLIGHT.
4
A0.1
SNOW RETENTION NOTES:
PROPRIETARY PRODUCT "ROCKY MOUNTAIN SNOW GUARDS INC."
BLIZZARD II SNOW FENCE SYSTEM.
THIS SYSTEM ASSUMES 24 GUAGE, 16" NEW TECH MACHINERY SS150 DOUBLE FOLD
PANEL STANDING SEAM METAL ROOF.
BASED ON CALCULATIONS OF 145# SNOW LOAD, BRACKETS TO BE SPACED 16" (EVERY
SEAM). THE EAVE ROW SHOULD BE PLACED 18" ABOVE THE EAVE EDGE AND
SUPPLEMENTAL ROWS SHOULD NOT HAVE MORE THAN 21 FEET BETWEEN THEM.
THE GENERAL CONTRACTOR MUST NOTIFY ARCHITECT AND ROCKY MOUNTAIN SNOW
GUARDS WITH ANY DEVIATIONS FROM THIS ROOF PLAN DRAWING.
CONTRACTOR TO ORDER SNOW MITIGATION PARTS WITH POWDER COATING TO
MATCH ROOF PANELS AND TO ACHIEVE LONGEVITY.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:02 AMA2.4ROOF PLANJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 816571/4" = 1'-0"1 4. ROOF LEVEL No. Description Date1/4" = 1'-0"2 SNOW RETENTION
09/17/18
79
80
00
8580
8582
8584
8586
8588
860
6
4
A4.2
4
A4.2
1
A4.2
1
A4.2
2
A4.1
2
A4.1
1
A4.1
1
A4.1
3
A4.1
3
A4.1
4
A4.1
7
A0.1
2
A4.2
2
A4.2
3
A4.2
3
A4.2
2
A2.5
1
A4.6
2
A4.6
3
A4.6
4
A4.6
5
A4.6
3
A2.5
5
A4.1
8607' - 0"
8607' - 0"
8606' - 6"
8606' - 6"
8600' - 0"
8600' - 0"
LOWER TOP AS NEEDED
LOWER TOP AS NEEDED
LOWER TOP AS NEEDED
LOWER TOP AS NEEDED
LOWER TOP AS NEEDED
LOWER TOP AS NEEDED
8606' - 0"8597' - 0"
8597' - 0"
8597' - 0"
8597' - 0" 8593' - 9 3/4"
8589' - 0"
8584' - 0"
8584' - 0"
8584' - 0"
8584' - 0"
8584' - 0"
8605' - 7"
8605' - 10"
8605' - 8"
8587' - 0"
8596' - 0"
8595' - 6"
8594' - 6"
8584' - 0"
8584' - 0"
8584' - 0"
8581' - 0"
8581' - 0"
8587' - 0"
8596' - 0"8591' - 10 1/2"
8596' - 0 3/4"
8590' - 11 1/4"
8584' - 0"
8581' - 0"
8581' - 0"
8581' - 0"
8581' - 0"
8581' - 0"
8581' - 0"
8581' - 0"
8584' - 0"
8584' - 0"
8580' - 6"
8580' - 0"
8580' - 0"
8580' - 0"
8581' - 0"
8581' - 0"
8581' - 0"
8580' - 0"
8580' - 10"
8583' - 8"
8596' - 8"
ARCHITECTURAL FOUNDATION PLAN:
THIS PLAN IS A PRELIMINARY REPRESENTATION OF WALL
HEIGHTS AS DEPICTED IN THE 3D BIM REVIT MODEL. THE
STRUCTURAL ENGINEER MAY CHANGE THE HEIGHTS AS
NEEDED. REFER TO THE STRUCTURAL FOUNDATION PLAN
FOR FINAL CONSTRUCTION DOCUMENTS.
NOT FOR CONSTRUCTION
8583' - 8"
8583' - 8"
8580' - 0"
8584' - 0"
2
A2.617' - 6"19' - 6" 3
A2.6 15' - 6"5' - 1 3/4"5' - 0 3/4" 4' - 2" 4' - 7 3/4" 6' - 7 1/4"
4'
- 7"
5'
- 1 3/4"
4' - 7 3/4" 4' - 7 1/2"4
A0.1
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"
1:1 EXCAVATION SLOPE
REMOVE EXISTING WALL
REMOVE EXISTING SLAB
PROPERTY LINE
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"
1:1 EXCAVATION SLOPE
REMOVE EXISTING WALL
REMOVE EXISTING SLAB
PROPERTY LINE 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS8/28/2018 11:23:03 AMA2.5FOUNDATION PLANJG-1831 GROUSE DUPLEX PERMIT SET 8-28-188-28-18Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 FOUNDATION PLAN
1/4" = 1'-0"2 FOUNDATION SECTION 1
1/4" = 1'-0"3 FOUNDATION SECTION 2
09/17/18
4" CONC. SLABAREA = 1,544 SFVOLUME = 19 CY
4" CONC. SLABAREA = 876 SFVOLUME
= 10.8 CY
4" CONC. SLABAREA = 630 SFVOLUME = 7.8 CY
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"
1:1 EXCAVATION SLOPE
PROPERTY LINE 1' - 9"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"
1:1 EXCAVATION SLOPE
PROPERTY LINE
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"
5
A4.1
REMOVE EXISTING SLAB
WALL TO REMAIN DURING EXCAVATION
REMOVE TOP OF WALL
1:1 SLOPE
EXCAVATION 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:04 AMA2.6FOUNDATION 3DJG-1831 GROUSE DUPLEX PERMIT SET 8-28-188-28-18Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1 3D FOUNDATION
1/4" = 1'-0"2 FOUNDATION SECTION 3
1/4" = 1'-0"3 FOUNDATION SECTION 4
1/4" = 1'-0" 4 FOUNDATION SECTION 5
Foundation Wall Schedule
Wall Type Length Width Volume
Foundation Walls 16' - 8 1/4" 8" 3.3 CY
Foundation Walls 14' - 10" 8" 3.91 CY
Foundation Walls 16' - 0 1/8" 8" 5.03 CY
Foundation Walls 14' - 4 5/8" 11 1/4" 5.4 CY
Foundation Walls 15' - 9 3/4" 10" 5.51 CY
Foundation Walls 8' - 10 1/4" 1' - 2" 5.87 CY
Foundation Walls 15' - 10" 10" 6.69 CY
Foundation Walls 22' - 5 3/4" 8" 7.26 CY
Foundation Walls 14' - 6 1/8" 10" 9.02 CY
Foundation Walls 24' - 2" 10" 9.77 CY
Foundation Walls 31' - 3 5/8" 10" 9.83 CY
Foundation Walls 30' - 6 1/8" 10" 10.02 CY
: 54 579' - 2 7/8" 114.61 CY
Foundation Wall Schedule
Wall Type Length Width Volume
Foundation Walls 9" 8" 0.07 CY
Foundation Walls 3' - 0" 8" 0.11 CY
Foundation Walls 1' - 9" 8" 0.28 CY
Foundation Walls 10' - 7 1/2" 8" 0.31 CY
Foundation Walls 10' - 7 1/2" 8" 0.35 CY
Foundation Walls 11' - 7 1/2" 8" 0.38 CY
Foundation Walls 2' - 0" 8" 0.2 CY
Foundation Walls 12' - 7 1/2" 8" 0.63 CY
Foundation Walls 20' - 5 7/8" 1' - 2" 0.3 CY
Foundation Walls 16' - 4 1/2" 8" 0.72 CY
Foundation Walls 4' - 0" 8" 0.4 CY
Foundation Walls 5' - 4 1/8" 8" 0.43 CY
Foundation Walls 5' - 8" 8" 0.49 CY
Foundation Walls 14' - 11 1/2" 8" 0.53 CY
Foundation Walls 12' - 3" 8" 1.23 CY
Foundation Walls 7' - 4" 8" 0.72 CY
Foundation Walls 20' - 0 3/8" 1.54 CY
Foundation Walls 8' - 0" 8" 0.93 CY
Foundation Walls 12' - 5" 8" 1.02 CY
Foundation Walls 2' - 5" 10" 1.17 CY
Foundation Walls 13' - 0" 8" 1.24 CY
Foundation Walls 13' - 4" 8" 1.25 CY
Foundation Walls 6' - 0 3/8" 1' - 2" 1.29 CY
Foundation Walls 14' - 0" 8" 1.33 CY
Foundation Walls 21' - 4" 1' - 2" 1.34 CY
Foundation Walls 21' - 1 1/4" 7" 1.37 CY
Foundation Walls 7' - 11 5/8" 8" 1.39 CY
Foundation Walls 14' - 10 3/8" 8" 1.51 CY
Foundation Walls 4' - 2 5/8" 10" 1.52 CY
Foundation Walls 6' - 2" 10" 1.79 CY
Foundation Walls 24' - 9 7/8" 10" 2.3 CY
Foundation Walls 19' - 4 3/4" 8" 2.39 CY
Foundation Walls 5' - 4" 1' - 2" 2.46 CY
Footing Schedule
Foundation
Thickness Area Volume
8" 16.9 SF 0.42 CY
8" 4 SF 0.1 CY
8" 18.6 SF 0.46 CY
8" 30.4 SF 0.75 CY
10" 23.7 SF 0.73 CY
10" 9.6 SF 0.3 CY
10" 25 SF 0.77 CY
10" 14.7 SF 0.45 CY
10" 8.3 SF 0.26 CY
10" 32.3 SF 1 CY
10" 14.7 SF 0.45 CY
10" 24.4 SF 0.75 CY
10" 4.7 SF 0.15 CY
10" 51.8 SF 1.6 CY
10" 9.9 SF 0.31 CY
10" 26.4 SF 0.81 CY
10" 25.3 SF 0.78 CY
10" 22.2 SF 0.69 CY
10" 3.3 SF 0.1 CY
10" 12.2 SF 0.38 CY
10" 1.3 SF 0.04 CY
10" 9.4 SF 0.29 CY
10" 1.3 SF 0.04 CY
10" 10.1 SF 0.31 CY
10" 6.7 SF 0.21 CY
10" 9.6 SF 0.3 CY
10" 14.2 SF 0.44 CY
10" 31.1 SF 0.96 CY
10" 5.4 SF 0.17 CY
10" 37.5 SF 1.16 CY
10" 23.9 SF 0.74 CY
10" 36.6 SF 1.13 CY
10" 42 SF 1.26 CY
10" 12.3 SF 0.3 CY
10" 27.8 SF 0.86 CY
10" 19.4 SF 0.6 CY
10" 15.4 SF 0.47 CY
10" 22.8 SF 0.71 CY
1' - 0" 74.5 SF 2.76 CY
1' - 0" 18.5 SF 0.69 CY
Grand total: 40 24.66 CY
TOTAL ESTIMATED
VOLUME OF CONCRETE
= 176.8 CUBIC YARDS
DISCLAIMER: THE AMOUNT REPRESENTED IS ONLY AS ACCURATE AS THE BUILT
REVIT BIM MODEL. THE NUMBER CAN BE USED AS AN ESTIMATE FOR MATERIAL
TAKE-OFFS. IT IS STILL THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
PROVIDE ACCURATE MATERIAL ESTIMATES.
NOTE:
EXCLUDES SLAB IN HOUSE A GARAGE UPPER
LEVEL AND DRIVEWAY BRIDGE.
EXCLUDES STANDALONE PADS AND THICKENED
FOOTINGS.
EXCLUDES WALKS AND PATIOS
09/17/18
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 1/8"
8609' - 5 1/2"
8603' - 9"
8603' - 9"
4
A5.1
NOTE: SEE STRAIGHT-ON ELEVATIONS
FOR NOTES AND DETAILS
A02
40
50
3435
36
51
B22
A23
05 02 03 01
39
42
41
38 37
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
A5.2
7
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
43
58
20
21
44
59 60
45 46
61
A21
49
48
47
62
A39a
4
A4.6
5
A4.6 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS8/28/2018 11:23:11 AMA3.1ELEVATIONSJG-1831 GROUSE DUPLEX PERMIT SET 8-28-188-28-18Jarenko5128 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 109/17/18
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 1/2"
8611' - 9 1/8"
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
62
26 25
27
B27b
50
29
28
30
32
31
33
10 09
B03aB01a
57 56 55
6' - 0"8' - 0" 8" 2' - 6" 2' - 10"2' - 0"4' - 0"
A39b
54
51
3
A4.2
2
A4.6
3
A4.6
A5.2
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"
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
36
15
A02
0203
A234' - 0"8" 8' - 0" 4' - 0" 4' - 0" 4' - 0"
42
41
18
17
19
05 06
A5.2
4 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:18 AMA3.2ELEVATIONSJG-1831 GROUSE DUPLEX PERMIT SET 8-28-188-28-18 Jarenko5128 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 109/17/18
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
43
58
20
21
44
59
45
60 61
46
23
24
22
48
49
47
A21
8' - 0"7' - 0"5' - 0"2' - 0" 1' - 0" 5' - 0" 4' - 0" 7' - 0"5' - 0" 3' - 0"
5' - 0"
2
A2.5
1
A4.6
3
A2.5
5
A4.1
2
A2.6
3
A2.6
4
A0.1
A5.2
8
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
62
A39a
A39b
2526
08 07
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
STONE PILASTER
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
2' - 10 1/2" 8609' - 4"
8606' - 1 1/4"
2"
12"
2"
12"
40 39
15
A22
38 37
A02
01
A06b
2
A2.6
3
A2.6
A5.2
5 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS9/10/2018 10:37:14 AMA3.3ELEVATIONSJG-1831 GROUSE DUPLEXPERMIT SET 8-28-189-10-18 Jarenko5128 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 Date09/17/18
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" 3
A4.1
3' - 6"WINDOW
WELL
BRIDGE
DRIVEWWAY
4
A4.1
EGRESS
FIREPLACE
2"
12"
2"
12"
A02
01
3837
15
A11
A22
DEN
A02
BEDROOM 1
A03
CLOSET 1
A04
BATH 1
A05BUNK
ROOM
A09
BATH 3
A10
GARAGE
A39 MUD ROOM /
OWNER ENTRY
A32
MASTER
CLOSET
A35
DINING
A22
GREAT ROOM
A23POWDER
A27
BATH 4
A29 WC
A30
DROPPED
STEEL BEAM
9' - 4"8600' - 9 1/2"
8599' - 0"
8587' - 0"10' - 1"UNCONDITIONED ATTIC
5 3/4"5 3/4"SEE EXTERIOR ELEVATIONS FOR
DIMENSIONS OF WINDOWS
A5.1
6 Sim
4
A0.1
9' - 1"11' - 0" 11' - 0" 9' - 1"3
A4.1
4
A4.1
A21
47
49
48 GARAGE
A39
8622' - 3"33' HT. LIMIT
2
A2.5
3
A2.5
2
A2.6
3
A2.6
1' - 9"7' - 0" 1' - 0" 7' - 0"58
43
59
44
60
45
61
46
22
24
23
20
W.I.C.
A31
BEDROOM 3
(2ND MASTER)
A28
MECHANICAL
A13
LAUNDRY
A12
LOWER STAIR
A01
BATH 2
A08
BEDROOM 2
A06
KITCHEN
A25 ENTRY CL
A24
MASTER BATH
A36
MASTER
BEDROOM
A38
EXISTING GRADE
2
A4.1 1
A4.1
2"
12"6"40
A23
05 02 03
42
41
19
17
18
06BEDROOM 1
A03 BEDROOM 2
A06
MASTER
BEDROOM
A38
GREAT ROOM
A23
KITCHEN
A25
634' - 0" 4' - 0" 4' - 0"8" 4' - 0"2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
1. A LOWER LEVEL
8584' - 0"
2
A4.1
1
A4.1
A02 A09
A28
A38
R @ 7 3/8" 15
15
R @ 7"3
R @ 7 3/8"18 DEN
A02
BATH 1
A05
LOWER STAIR
A01
MASTER
BEDROOM
A38
MASTER
CLOSET
A35
MASTER BATH
A36
WC
A37
ENTRY
A21
DINING
A22 8' - 2 1/4" 9' - 11 1/4"1' - 9" 8597' - 0"
T.O.WALL
9' - 1"STAIR BEYOND WITHIN
PENUM SPACE
9' - 11 1/4"9' - 0"EXISTING GRADE
2
A4.1
B LOWER LEVEL
8581' - 0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
SCRATCH COAT STUCCO
PAINTED TO MATCH
SIDING COLOR
STONE VENEER
3' - 4 1/4"EGRESS
26 25
08 07
BRIDGE FRAMING
A39b
EXISTING GRADE 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:27 AMA4.1A SECTIONSJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0" 2 A MAIN SECTION 1
1/4" = 1'-0"1 A MAIN SECTION 2
1/4" = 1'-0"3 A CROSS SECTION - LR
1/4" = 1'-0" 4 A CROSS SECTION- ENTRY
HOUSE A - BUILDING
SECTIONS
1/4" = 1'-0" 5 A WINDOW WELL SECTION
09/17/18
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
9' - 1"11' - 0" 11' - 0" 1' - 0" 0910
B20 B27a
3435
36
M1
GARAGE
B01
GREAT ROOM
B22
KITCHEN
B23
STEEL BEAM
4
A4.2
7
A0.1
B09
MASTER
BATHROOM
B27
MASTER CLOSET
B28
LAUNDRY
B004
BEDROOM 1
B07
BEDROOM 2
B37
BATH 2
B39
BEDROOM 2
B37
DEN CL
B3610' - 1"CONDITIONED ATTIC SPACE
4
A4.2
7
A0.1
B33
52
53
B27a
GARAGE
B01
DINING
B24
PANTRY
B25
BEDROOM 3
B33
4' - 0"3' - 10"8584' - 0"
8576' - 0"
TO WALL
TO FTG
8581' - 0"
8576' - 0"
TO FTG
TO WALL
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
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"11' - 0" 9' - 1"11' - 0"11' - 0" 11' - 0"11' - 0"EXISTING GRADE
EXPOSED STEEL BEAM
2
A4.2
GARAGE
B01
ENTRY
B03
BEDROOM 1
B07
BATH 1
B09
GREAT ROOM
B22DINING
B24
MASTER
BATHROOM
B27
MASTER BATH
B29
DEN
B32
BEDROOM 3
B33
BEDROOM 2
B37
3
A4.2
4' - 0"FINISHED GRADE
HOUSE A GAS METER
8592' - 0"6 5/8"TEMPERED
TEMPERED 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:28 AMA4.2B SECTIONSJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 B CROSS SECTION-GARAGE
1/4" = 1'-0" 2 B CROSS SECTION-GARAGE1
1/4" = 1'-0" 3 B CROSS SECTION-GARAGE2
1/4" = 1'-0"4 B MAIN SECTION 1
09/17/18
1
A4.1
4
A4.1
4
A4.3
5
A4.3
3' - 8 1/2" 5' - 6 3/4" 3' - 8 1/2"3' - 6 3/4"5' - 0 1/2"4' - 6 1/2"
2' - 8 3/4"
2X4 WALL2X6 WALL 2X6 WALL 2X4 WALL
TO DRYWALL
TO DRYWALLUP
R @ 7 3/8"18
CONTINUOUS
HANDRAIL
UNDER-STAIR
ELEV. EQUIP.
1-HR DRYWALL
SURROUND
3' - 6 3/4" 5' - 8 3/4" 1' - 6 5/8"3' - 9 1/4" 1' - 10"10' - 6"1
A4.1
4
A4.1
4
A4.3
5
A4.3 5' - 0 1/2"4' - 6 1/2"
2' - 8 3/4"
2X4 WALL2X6 WALL 2X6 WALL 2X4 WALL
TO DRYWALL
TO DRYWALLR @ 7"3
R @ 7 3/8"15
R @ 7 3/8"9
ENTRY PLATFORM
TEMPERED WINDOW
LEDGE BELOW
CABLE RAILING
DOWN
UP
UP
UP
OPEN TREAD STAIR
CABLE
RAILING W/
WOOD CAP
CABLE
RAILING W/
WOOD CAP
ENTRY
DOOR
COAT
CLOSET
CONTINUOUS
HANDRAIL9"7' - 3" 3' - 10" 6" 1' - 9"7' - 2 5/8" 5' - 8 3/4"4' - 3 3/4" 3' - 8 1/2" 5' - 6 3/4" 6' - 1 3/4"
1
A4.1
4
A4.3
5
A4.3
2' - 8 3/4"
2X4 WALL2X6 WALL2X6 WALL2X4 WALL
TO DRYWALL
TO DRYWALLCABLE
RAILING W/
WOOD CAPDOWN
OPEN TO LEDGE BELOW
R @ 7 3/8"15
4' - 2" 4' - 7 3/4"
3' - 8 1/2" 5' - 6 3/4"1' - 6"5' - 8 3/4" 4' - 3 3/4" 4' - 6 1/2"5' - 0 1/2"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
5
A4.3
ELEVATOR
SHAFT
3 5/8" 7 3/8"11"
HANDRAILS TO
MEET IRC2015
SIZE REQ'S AT 36"
HEIGHT
7 3/8"11"
CABLE RAILING
W/ WOOD CAP
CABLE RAILING
W/ WOOD CAP
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
A. PLATE HT.
8615' - 1"
1. A LOWER LEVEL
8584' - 0"
4
A4.1
4
A4.3
1' - 0"ENTRY PLATFORM
ELEVATOR SHAFT
UPPER STAIRS
UNDER-STAIR
ELEV EQUIP.
1-HR
SEPARATION
SURROUND
WC
A37
ENTRY
A21
ENTRY CL
A24
LOWER STAIR
A01 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:29 AMA4.3A STAIR PLANS & SECTIONSJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/2" = 1'-0"1 A STAIR LOWER
1/2" = 1'-0"2 A STAIR MAIN
1/2" = 1'-0" 3 A STAIR UPPER
1/2" = 1'-0"4 A STAIR SECTION 1
1/2" = 1'-0"5 A STAIR SECTION 2
HOUSE A
STAIRS & ELEVATOR
PLANS & SECTIONS
ELEVATOR SPEC:
MORNING STAR ELEVATOR
IN-LINE GEARED ELEVATOR
CAR SIZE 40X54
ARCHITECT MUST BE NOTIFIED IF THE
ELEVATOR MANUFACTURER OR SPEC CHANGES
FROM THE SELECTED.
09/17/18
3
A4.6
4
A4.4
5
A4.4
6
A4.4
3' - 8 1/2" 5' - 8 3/4"5 1/2"12' - 11 3/4" 5 1/2"
3' - 8 1/2"5' - 6 3/4" 3' - 8 1/2"
4' - 6 1/2"5' - 0 1/2"2' - 8 3/4"
2X4 WALL
2X4 WALL 2X6 WALL 2X6 WALL TO DRYWALL
TO DRYWALL4' - 1" 3' - 8" 1' - 8 1/4"3' - 8 5/8" 5' - 6" UP
UNDER-STAIR
ELEV. EQUIP.
1-HR
SEPARATION
SURROUND
3
A4.6
4
A4.4
5
A4.4
6
A4.4
4' - 6 1/2"5' - 0 1/2"2X4 WALL
2X4 WALL 2X6 WALL 2X6 WALL TO DRYWALL
TO DRYWALL2' - 8 3/4"
UP
DOWN
3' - 8 1/2" 5' - 6 3/4" 3' - 8 1/2"
4' - 0 3/4" 4' - 7" 4' - 4"3' - 8 7/8" 3' - 8" 3' - 9 1/2" 5' - 5"CONTINUOUS
HANDRAIL
3
A4.6
4
A4.4
5
A4.4
6
A4.45' - 1"2X4 WALL
2X4 WALL 2X6 WALL2X6 WALLTO DRYWALL
TO DRYWALL2' - 8 3/4"
4' - 6 1/2"
3' - 8 1/2"
4' - 0 3/4" 4' - 7" 4' - 4"
3' - 8 1/2"6' - 8 1/4"OPEN TREAD
STAIRS
DOWN
R @ 7 3/8"18
B LOWER LEVEL
8581' - 0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. PLATE HT.
8612' - 1"
6
A4.4
8' - 8 5/8"7
A0.1
ELEVATOR
SHAFT
11' - 0" 11' - 0"4
A4.4
5
A4.4
7 3/8"11"3 5/8"UNDER-STAIR
ELEVATOR EQUIP.
1-HR SEPARATION
SURROUND 7 3/8"OPEN TREAD STAIR
NO 4" SPHERE MAY PASS
BETWEEN TREADS
HANDRAILS TO
MEET IRC2015
SIZE REQ'S AT 36"
HEIGHT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:29 AMA4.4B STAIR PLANS & SECTIONSJG-1831GROUSE DUPLEX PERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/2" = 1'-0"1 B STAIR LOWER
1/2" = 1'-0"2 B STAIR MAIN
1/2" = 1'-0"3 B STAIR UPPER
1/2" = 1'-0" 4 B STAIR SECTION 1
1/2" = 1'-0" 5 B STAIR SECTION 2
1/2" = 1'-0" 6 B STAIR SECTION 3
HOUSE B
STAIRS & ELEVATOR
PLANS & SECTIONS
ELEVATOR SPEC:
MORNING STAR ELEVATOR
IN-LINE GEARED ELEVATOR
CAR SIZE 40X54
ARCHITECT MUST BE NOTIFIED IF THE
ELEVATOR MANUFACTURER OR SPEC CHANGES
FROM THE SELECTED.
09/17/18
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"24' - 3 1/4"CHIMNEY FLUE MUST
DISCHARGE ABOVE
THIS LINE
METAL FRAME SHROUD W/ METAL MESH PANELS
7' - 0 5/8"1' - 6 1/8"6 1/4" 2' - 8 1/4"6 1/4" CUT-STONE CAP
STONE VENEER
A. PLATE HT.
8615' - 1"
3
A4.5
14" B-VENT FLUE
W/ 1" CLEARANCES
NOTE, FULLY SEAL AND INSULATE
TOP PENETRATION.
3' - 9"
3' - 0"
2' - 7 1/2"
MASON-LITE 49 FIREBOX
SET 18" FROM FLOOR ON
CMU BLOCKS
STEEL STUDS AND
NO COMBUSTIBLE
MATERIALS WITHIN
8" OF OPENING
1' - 6"2"
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' - 9" 1' - 9" 5' - 5 7/8"23' - 6 3/8"CHIMNEY FLUE MUST
DISCHARGE ABOVE
THIS LINE
1' - 6 1/8"6 1/4" 2' - 8 1/4"6 1/4" CUT-STONE CAP
STONE VENEER
A. PLATE HT.
8615' - 1"
B. PLATE HT.
8612' - 1"
5
A4.5
1' - 6"14" B-VENT FLUE
W/ 1" CLEARANCES
NOTE, FULLY SEAL AND INSULATE
TOP PENETRATION.
MASON-LITE 49 FIREBOX
SET 18" FROM FLOOR ON
CMU BLOCKS
STEEL STUDS AND
NO COMBUSTIBLE
MATERIALS WITHIN
8" OF OPENING
1' - 9"970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:32 AMA4.5FIREPLACE SECTIONSJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 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
09/17/18
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"
WATERPROOF
MEMBRANE FROM ROOF
TO RUN UP WALL 24" MIN.
STEP FLASHING AND COUNTER FLASHING.
SIDING TO BE KEPT OFF ROOF SURFACE BY 4"
LOT SPLIT LINE NOTES:
KEEP BOTH SIDES STRUCTURALLY INDEPENDENT
OF EACH OTHER FROM FOUNDATION TO ROOF.
NO ENCROACHMENTS WITHOUT PROPER FIRE
SEPARATION AND LEGAL OWNER AGREEMENTS.
SEE TOWN OF VAIL ADOPTED EXCEPTIONS TO
IRC-2015 R302.1 EXCEPTION 6.
SIP PANEL ROOF
SIP PANEL ALIGNED WITH LOT-SPLIT LINE
SOUND MITIGATION NOTE:
OUTER LAYER OF GWB TO BE:
NAT'L GYPSUM GOLD BOND SOUNDBREAK XP 5/8" GWB
OR "QUIETROCK" OR CERTAINTEED "SILENTFX"
OR SIMILAR FOR MAXIMUM STC RATING (TYP) OVER
SOUND RATED HAT-CHANNELS.
FLOOR FINISH: SEE SELECTIONS
ON FLOOR PLANS
DROPPED CEILING FOR
LIGHTING FIXTURES AND
SPRINKLER PIPES.
BATH 2
B39
GARAGE
A39
MASTER CLOSET
B28
BATH 4
A29
MECH.
B006
BUNK
ROOM
A09
5 1/2"
3"
5 1/2"
1' - 2"
7"
1' - 2"3' - 0"SPRAY FOAM INSULATION (TYP)
BATT INSULATION (TYP)
Section R302.1 - Exterior Walls: Section R302.1 is amended by the addition of the
following:
"Exception: 6. Walls, projections, openings or penetrations of two-family dwelling units
with a lot line separating the units along the shared wall."
2' - 0"
SOFFIT MATERIAL
FASCIA: SEE RAKE DETAIL
5/8" TYPE "X" GWB CONTINUOUS
WITH ONLY BREAKS AT FLOOR SHEATHING.
CUT TO FIT WITHIN JOISTS SPACES AND
SECURE W/ BLOCKING.
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"
5 1/2"3" 5 1/2"
7"
1' - 2"
BATH 2
B39
MASTER CLOSET
B28
LAUNDRY
B004
CLOSET
A11
DINING
A22
WATERPROOF
MEMBRANE FROM ROOF
TO RUN UP WALL 24" MIN.
STEP FLASHING AND COUNTER FLASHING.
SIDING TO BE KEPT OFF ROOF SURFACE BY 4"
STICK-FRAMING ALIGNED WITH
LOT-SPLIT LINE
FURRING WALL
FOR PLUMBING
FURRING WALL
FOR PLUMBING
SIP ROOF PANEL
5/8" TYPE "X" GWB CONTINUOUS
WITH ONLY BREAKS AT FLOOR SHEATHING.
CUT TO FIT WITHIN JOISTS SPACES AND
SECURE W/ BLOCKING.
2. A MAIN LEVEL
8595' - 0"
3. A UPPER LEVEL
8606' - 0"
1. A LOWER LEVEL
8584' - 0"
B LOWER LEVEL
8581' - 0"
B MAIN LEVEL
8592' - 0"
B UPPER LEVEL
8603' - 0"
B. GARAGE LEVEL
8580' - 0"
STAIR
B02
STAIR
B21
DEN
B32
EXTERIOR W.P DECK
SEE DETAILS
CONC. PATIO SLAB
INTERIOR STAIRS
SEE DETAILS
INTERIOR STAIRS
SEE DETAILS
5/8" TYPE "X" GWB CONTINUOUS
WITH ONLY BREAKS AT FLOOR SHEATHING.
CUT TO FIT WITHIN JOISTS SPACES AND
SECURE W/ BLOCKING.
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"
WC
B30
BEDROOM 2
B37
8587' - 0"
8580' - 8"
WINDOW
WELL
UNDER-
BRIDGE
DRIVEWAY
BRIDGE
TOP OF
FOUNDATION
WALL
STUCCO
SCRATCH
COAT
PAINTED
BRIDGE: SEE DETAILS
ROOF OVER BRIDGE
SIP ROOF PANELS
FURRING FOR PLUMBING
GRAVEL
4' - 0"
ROOF OVERHANG
LOT SPLIT LINE NOTES:
KEEP BOTH SIDES STRUCTURALLY INDEPENDENT
OF EACH OTHER FROM FOUNDATION TO ROOF.
NO ENCROACHMENTS WITHOUT PROPER FIRE
SEPARATION AND LEGAL OWNER AGREEMENTS.
SEE TOWN OF VAIL ADOPTED EXCEPTIONS TO
IRC-2015 R302.1 EXCEPTION 6.
UNIT A METER CLOSET
MAINTAIN 1 HR SEPARATION
DETAIL AT PARTY WALL
8596' - 0"
8596' - 0"
TO WALL BEYOND
5/8" TYPE "X" GWB CONTINUOUS
WITH ONLY BREAKS AT FLOOR SHEATHING.
CUT TO FIT WITHIN JOISTS SPACES AND
SECURE W/ BLOCKING.
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"
1' - 2"
TREX (OR SIM) DRIP-THRU
DECKING OVER 2X10
FRAMING
8591' - 10"
8580' - 8"
TO WALL
TO FTG
WINDOW WELL
WALL BEYOND
LOT SPLIT LINE NOTES:
KEEP BOTH SIDES STRUCTURALLY INDEPENDENT
OF EACH OTHER FROM FOUNDATION TO ROOF.
NO ENCROACHMENTS WITHOUT PROPER FIRE
SEPARATION AND LEGAL OWNER AGREEMENTS.
SEE TOWN OF VAIL ADOPTED EXCEPTIONS TO
IRC-2015 R302.1 EXCEPTION 6.
HEATED GARAGE DECK
SEE DETAILS
GUARDRAIL
SEE DETAILS
8590' - 0"
GRADE AT
WALL
STONE PILASTER BEYOND
AIR CONDITIONER
CONDENSER
DRIVEWAY
BRIDGE 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS9/10/2018 10:37:15 AMA4.6PARTY WALL SECTIONSJG-1831GROUSE DUPLEX PERMIT SET 8-28-189-10-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/2" = 1'-0"1 PARTY WALL SECTION 1
1/2" = 1'-0" 2 PARTY WALL SECTION 2
1/2" = 1'-0" 3 PARTY WALL SECTION 3
1/2" = 1'-0" 4 PARTY WALL SECTION 4
1/2" = 1'-0" 5 PARTY WALL SECTION 5
PARTY WALL CONSTRUCTION OPTIONS FOR 1 -HOUR SEPARATION (1 HR SEPARATION TO LOT -SPLIT LINE)
09/17/18
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
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
BASE TRIM (PROFILE TBD)
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”)
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 METAL 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)
2X6 FASCIA
2X12 SUB-FASCIA
5/8” GWB CEILING FINISH1' - 0 1/4"S I P PANEL = +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 PAN
E
L
= +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"1' - 0 1/4"12 1/4" SIP
CANTILEVER SIP
1X6 T&G SOFFIT PANELS
SIDING - SEE ELEVATIONS
12 1/4" SIP
1' - 6"
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 WALL
R-13 BATT INSULATION TO FILL
REMAINDER OF 2X6 STUD WALL
CAVITY.
R-13 SRRAY 2" OF FOAM
INSULATION ON INTERIOR FACE
OF EXTERIOR WALL SHEATHING
WELDED METAL RAILING W/ WOOD CAP
1 1/2"3 1/2" 2' - 11"MAIN LEVEL T.O.PLY.
R-50 BLOWN -IN
CELLULOSE
INSULATION
WATER PROOFING MEMBRANE
TO EXTEND UP WALL 24" OR UP
AND UNDER THRESHOLD
STONE FLAGSTONE ON THICKSET MORTAR
W/ RADIANT HEATING TUBES OPTION
ON FILTER FABRIC WITH DRAINAGE MEDIUM
ON 2 LAYERS OF WATERPROOF MEMBRANE
ON FLOOR SHEATHING ON FLOOR JOIST
WITH TOPS CUT AT A SLOPE (1/4" PER FOOT)
PROVIDE WALL TO FLOOR
FLASHING AT BASE OF WOOD
SIDING
DOOR THRESHOLD BEYOND
14" LVL W/ RIPPED TOP 1"VARIES 1' - 0 3/4"INSULATION TO MEET IRC MINIMUMS
SPRAY FOAM INSULATION REQ'D OR
DROPPED CEILING OPTION
THICKER STONES
AT PERIMETER
FLASHING
ROPE WICKS AT
2'-0" O.C.3' - 0"RIM JOIST W/
KERF
T&G ON UNDERSIDE OF
RIPPED FLOOR JOIST
1"
STEEL BEAM -VARIES - RE: STRUCT
STONE PIER -
VARIES
SLOPED
STONE CAP
FINISH VAIRIES 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:32 AMA5.1DETAILSJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 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"8 DETAIL - ROOF HIGH EAVE
1" = 1'-0" 9 DETAIL - ROOF LOW EAVE
1" = 1'-0"5 DETAIL - ROOF TO WALL - RAKE No. Description Date1" = 1'-0"4 RAILING DETAIL
1" = 1'-0" 6 DETAIL - FLOOR - WP DECK - OPEN
09/17/18
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
FLASHING
3X6 WOOD HEADER (RE: ELEVS)
W/ SLOPED TOP
HEAD FLASHING AT ALL WINDOW AND DOOR HEADS
SIDE TRIM:
2X2 TRIM
AT METAL & VERT. T&G SIDING EXTERIOR
1 1/2"
2 1/2" 1 1/2"1 1/2"2"1 7/8"HEADER TRIM:
2X2 TRIM
SILL TRIM:
2X2 TRIM
HEAD FLASHING AT ALL WINDOW AND DOOR HEADS
HORIZONTAL SIDING ON THERMAL AND AIR
INFILTRATION BARRIER ON 1/2" SHEATHING ON 2X6
WOOD STUD WALL FRAMING WITH 2" SPRAY FOAM
INSULATION (R-13) BLOWN-IN BATTS R-13
INSULATION BETWEEN STUDS (TOTAL=R-26) .
MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X'
GYPSUM WALL BOARD ON WALL
FLASHING
2X4 RS CEDAR HEADER (RE: ELEVS)
W/ SLOPED TOP
WATERPROOF MEMBRANE
WINDOW TAPE OVER
NAILING FLANGE
2x4 CEDAR WOOD SILL W/
SLOPED TOP
2X4 R.S. CEDAR WOOD JAMB
AT HORIZONTAL SIDING EXTERIOR
HEAD FLASHING AT ALL WINDOW AND DOOR HEADS
STONE VENEER ON THERMAL AND AIR
INFILTRATION BARRIER ON 1/2" SHEATHING ON 2X6
WOOD STUD WALL FRAMING WITH 2" SPRAY FOAM
INSULATION (R-13) BLOWN-IN BATTS R-13
INSULATION BETWEEN STUDS (TOTAL=R-26) .
MEMBRANE VAPOR RETARDER AND 5/8" TYPE 'X'
GYPSUM WALL BOARD ON WALL
10" STEEL 1/2 FLANGE I-BEAM HEADER
WATERPROOF MEMBRANE
WINDOW TAPE OVER
NAILING FLANGE
AT STONE EXTERIOR
6" NOMINAL THICK STONE VENEER
ON DRAINAGE PLAIN SYSTEM WITH
WEEPS AT BOTTOM OF THE WALL
2" CUT STONE SILL (RE:
ELEVS) W/ SLOPED TOP
NO JAMB
VYCOR WATERPROOF TAPE AT THE
PERIMETER OF ALL OPENINGS.
1 1/2"1 1/2"1 1/2"
2X2 HEADER
2X2 SIDE TRIM 3 1/2"3 1/2"
2X4 HEADER
2X4 SIDE TRIM
12' - 0"
4' - 0" 4' - 0" 4' - 0"8' - 0" 8" 4' - 0"2. A MAIN LEVEL
8595' - 0"
6' - 0"
4' - 0" 2' - 0"2' - 8" 5' - 4" 8" 4' - 1"TEMPERED
AWNING
TEMPERED
B MAIN LEVEL
8592' - 0"2' - 10"2' - 6" 8" 5' - 6" 2' - 6" 2' - 0"4' - 0"
6' - 0"
TEMPERED
AWNING
TEMPERED
B MAIN LEVEL
8592' - 0"8' - 0" 8" 2' - 6" 1' - 4"5' - 10"4' - 0"4' - 0" 4' - 0" 2' - 6" 3' - 4"12' - 0"
FIXED
TEMPERED
AWNING
TEMPERED
FIXED
TEMPERED
FIXED
TEMPERED
FIXED FIXED
FIXED FIXED
8' - 0"
5' - 0" 3' - 0"5' - 0"2' - 0" 1' - 0" 5' - 0" 2' - 0" 6' - 0" 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS9/10/2018 10:37:17 AMA5.2WINDOW/DOOR SCHEDULESJG-1831GROUSE DUPLEX PERMIT SET 8-28-189-10-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description DateWINDOW SCHEDULE
Mark Window Type Width Height
Head
Height Comments
01 Casement 3' - 0" 5' - 0" 8' - 0" EGRESS
02 Casement 5' - 0" 5' - 0" 8' - 0"
03 Casement 3' - 0" 5' - 0" 8' - 0"
05 Casement 2' - 6" 5' - 0" 8' - 0" EGRESS
06 Casement 2' - 6" 5' - 0" 8' - 0" EGRESS
07 Casement 3' - 0" 4' - 6" 8' - 0" EGRESS
08 Casement 3' - 0" 4' - 6" 8' - 0" EGRESS
09 Casement 3' - 0" 5' - 0" 8' - 6" EGRESS
10 Casement 3' - 0" 5' - 0" 8' - 6" EGRESS
11 Casement 3' - 0" 3' - 4" 8' - 6"
12 Awning 3' - 0" 1' - 8" 5' - 2"
13 Casement 5' - 0" 5' - 0" 8' - 6"
14 Casement 5' - 0" 5' - 0" 8' - 6"
15 Fixed 6' - 0" 6' - 0" 8' - 0" TEMPERED
17 Casement 3' - 0" 3' - 4" 8' - 6"
18 Awning 3' - 0" 1' - 8" 5' - 2"
19 Casement 5' - 0" 5' - 0" 8' - 6"
20 Casement 5' - 0" 5' - 0" 8' - 6"
21 Awning 2' - 6" 1' - 8" 8' - 0"
22 Casement 5' - 0" 5' - 0" 8' - 6"
23 Casement 3' - 0" 3' - 4" 8' - 6" EGRESS
24 Awning 3' - 0" 1' - 8" 5' - 2"
25 Casement 3' - 0" 4' - 0" 8' - 0"
26 Casement 3' - 0" 4' - 0" 8' - 0"
27 Fixed 4' - 0" 4' - 0" 8' - 0"
28 Fixed 3' - 6" 3' - 4" 8' - 0"
29 Awning 3' - 6" 1' - 8" 1' - 8"
30 Fixed 5' - 6" 5' - 0" 8' - 0"
31 Fixed 3' - 6" 3' - 4" 8' - 0"
32 Awning 3' - 6" 1' - 8" 1' - 8"
33 Fixed 5' - 6" 5' - 0" 8' - 0"
34 Awning 4' - 0" 1' - 8" 8' - 0"
35 Awning 4' - 0" 1' - 8" 8' - 0"
36 Awning 2' - 6" 1' - 8" 7' - 0"
37 Awning 3' - 6" 2' - 6" 8' - 6"
38 Awning 3' - 6" 2' - 6" 8' - 6"
39 Awning 5' - 0" 2' - 0" 8' - 0"
40 Awning 5' - 0" 2' - 0" 8' - 0"
41 Casement 3' - 0" 4' - 4" 8' - 0"
42 Fixed 6' - 0" 6' - 0" 8' - 0"
43 Casement 3' - 0" 4' - 6" 8' - 0"
44 Casement 3' - 0" 4' - 6" 8' - 0"
45 Fixed 5' - 0" 4' - 6" 8' - 0"
46 Casement 3' - 0" 4' - 6" 8' - 0"
47 Casement 5' - 0" 5' - 0" 8' - 6"
48 Awning 3' - 0" 1' - 8" 5' - 2"
49 Casement 3' - 0" 3' - 4" 8' - 6"
50 Casement 5' - 0" 5' - 0" 8' - 0"
51 Awning 5' - 0" 1' - 8" 6' - 8"
52 Casement 3' - 0" 5' - 0" 8' - 0"
53 Awning 3' - 0" 1' - 8" 9' - 8"
54 Casement 3' - 0" 5' - 0" 8' - 0"
55 Casement 5' - 0" 5' - 0" 8' - 0"
56 Casement 3' - 0" 5' - 0" 8' - 0"
57 Casement 5' - 0" 5' - 0" 8' - 0"
58 Awning 3' - 0" 1' - 8" 9' - 8"
59 Awning 3' - 0" 1' - 8" 9' - 8"
60 Awning 5' - 0" 1' - 8" 9' - 8"
61 Awning 3' - 0" 1' - 8" 9' - 8"
62 Fixed 6' - 0" 4' - 0" 14' - 6 1/4"
63 Awning 3' - 0" 1' - 8" 3' - 8"
Door Schedule
Mark Width Height Comments
A00 3' - 0" 7' - 0" ELEVATOR
A02 6' - 0" 8' - 0"
A03 2' - 8" 7' - 6"
A04 5' - 0" 7' - 6"
A05 2' - 4" 7' - 0"
A06a 2' - 8" 7' - 6"
A06b 2' - 6" 8' - 0"
A07 4' - 0" 7' - 6"
A09 2' - 4" 7' - 0"
A09 2' - 8" 7' - 6"
A10a 2' - 4" 7' - 6"
A10b 2' - 4" 7' - 0"
A11 5' - 0" 7' - 6"
A12 2' - 8" 7' - 6"
A13 3' - 0" 7' - 6"
A20 3' - 0" 7' - 0" ELEVATOR
A21 5' - 0" 7' - 10 1/2" CUSTOM FRONT DOOR
A22 2' - 6" 8' - 0"
A23 12' - 0" 8' - 0"
A24 4' - 0" 7' - 6"
A25 2' - 6" 8' - 0"
A26 2' - 4" 7' - 0"
A27 2' - 6" 7' - 6"
A28 2' - 8" 7' - 6"
A29 2' - 6" 7' - 6"
A30 2' - 6" 7' - 6"
A31a 2' - 6" 7' - 6"
A31b 2' - 4" 7' - 0"
A32 3' - 0" 7' - 6" SELF-CLOSING 45 MIN.
A34 3' - 0" 7' - 0" ELEVATOR
A35 3' - 0" 7' - 6"
A36 3' - 0" 7' - 6"
A37 2' - 4" 7' - 0"
A38 3' - 0" 7' - 6"
A39a 18' - 0" 8' - 0"
A39b 3' - 0" 8' - 0"
B00 3' - 0" 7' - 0"
B01a 2' - 11 1/4" 6' - 10"
B01b 9' - 0" 8' - 0"
B01c 9' - 0" 8' - 0"
B03a 6' - 0" 8' - 0" CUSTOM FRONT DOOR
B03b 3' - 0" 7' - 6" SELF-CLOSING 45 MIN.
B03c 2' - 8" 7' - 6"
B03d 2' - 8" 7' - 6"
B03e 2' - 4" 7' - 6"
B03g 2' - 4" 7' - 6"
B03h 5' - 0" 7' - 6"
B03i 4' - 0" 7' - 6"
B04 2' - 8" 7' - 6"
B05 4' - 0" 7' - 6"
B06 2' - 8" 7' - 6"
B07 2' - 8" 7' - 6"
B08 4' - 0" 7' - 6"
B09 2' - 4" 7' - 0"
B20 3' - 0" 7' - 0"
B22 12' - 0" 8' - 0"
B24 2' - 6" 8' - 0"
B25 2' - 4" 7' - 0"
B26 2' - 4" 7' - 0"
B27a 3' - 0" 7' - 6"
B27b 2' - 6" 8' - 0"
B28 2' - 4" 7' - 0"
B29 2' - 4" 7' - 0"
B30 2' - 4" 7' - 0"
B31 3' - 0" 7' - 0"
B33 3' - 0" 7' - 6"
B37 5' - 0" 7' - 6"
B38 3' - 0" 6' - 8"
B39a 2' - 6" 7' - 6"
B39b 2' - 6" 7' - 6"
B40 3' - 0" 7' - 6"
B41 4' - 0" 7' - 6"
1 1/2" = 1'-0"1 WINDOW DETAILS
1 1/2" = 1'-0" 2 WINDOW HEAD ELEV - METAL
1 1/2" = 1'-0"3 WINDOW HEAD ELEV - WOOD
R308.4.3 Glazing in windows.
Glazing in an individual fixed or operable panel that meets all of the following conditions shall be
considered a hazardous location:
1. The exposed area of an individual pane is larger than 9 square feet (0.836 m2);
2. The bottom edge of the glazing is less than 18 inches (457 mm) above the floor;
3. The top edge of the glazing is more than 36 inches (914 mm) above the floor; and
4. One or more walking surfaces are within 36 inches (914 mm), measured horizontally and in a straight
line, of the glazing.
WINDOW NOTES:
1. ALL WINDOWS SHALL BE DOUBLE-PANED WOOD WINDOWS W/ ALUM. CLADDING OR
FIBERGLASS UNLESS OTHERWISE NOTED.
2. U-VALUE OF .30 MAXIMUM (SEE INSULATION SUMMARY).
3. ALL WINDOWS TO RECEIVE LOW-E TREATMENT.
4. ALL SIZES SHOWN ARE NOMINAL. CONTRACTOR TO VERIFY ROUGH-OPENING SIZES WITH
CHOSEN WINDOW MANUFACTURER.
5. WINDOWS MUST DISPLAY MANUFACTURER SPECS INCLUDING R-VALUES PRIOR TO COUNTY
INSPECTIONS.
DOOR NOTES:
1. DOOR MAKE & MODEL & WOOD TYPE SELECTION BY OWNER/CONTRACTOR.
2. HARDWARE SELECTIONS BY OWNER/CONTRACTOR.
1/2" = 1'-0" 4 WINDOWS A EAST
1/2" = 1'-0" 5 WINDOWS A NORTH
1/2" = 1'-0"6 WINDOWS B - EAST
1/2" = 1'-0"7 WINDOWS B NORTH
1/2" = 1'-0" 8 WINDOWS A SOUTH
09/17/18
4
A4.2
4
A4.2
1
A4.2
1
A4.2
2
A4.1
2
A4.1
1
A4.1
1
A4.1
3
A4.1
3
A4.1
4
A4.1
4
A4.1
7
A0.1
7
A0.1
4
A5.1
2
A4.2
3
A4.2
3
A4.2
WP
CONTRACTOR TO VERIFY ELECT. REQ. AND
LOCATIONS IN MECH RM.
WP
WP
JS
JS
JS
JS S/CJS
2
A2.5
1
A4.6
2
A4.6
3
A4.6
4
A4.6
5
A4.6
3
A2.5
5
A4.1
2
A2.6
3
A2.6
4' - 0" 5' - 8" 3' - 0"3' - 6"4' - 0" 3' - 0"4' - 6"4' - 6"4' - 0"4' - 0"
5' - 2"
5' - 6"1' - 6" 5' - 2 3/4" 1' - 6"9' - 4 1/2"
3' - 0"
ELEV.
EQUIP.S/CS/C
S/C
S/C
S/C
S/C
G1
G2
LIGH
T
ROPE AR
OU
N
D
CO
F
FER
(OP
TION
)
CO
FFERED
CEILING
DECK SOFFIT
DROPPED CEILING NOTES:
* DROPPED CEILING SHOWN WITH LIGHT GRAY SOLID HATCH.
* DROPPED CEILING SET AT 9'-1" C.H.
CONTRACTOR MUST VERIFY WITH MECH. DUCT COORDINATION.
* LIGHT FIXTURES DIRECTLY BELOW MECH. TRUNK LINE MAY
NEED TO BE SHALLOW FIXTURES OR CEILING MOUNTED
FIXTURES.
* DROPPED CEILING AT SIP PANELS WILL SLOPE WITH SIP AND
BE COORDINATED WITH LIGHT FIXTURES AND FIRE-SPRINKLER
PIPING.
SUGGESTED
MECH. DUCT
TRUNK LINE
SUGGESTED
MECH. DUCT
TRUNK LINE
MECH.
CHASE
MECH.
CHASE
UP TO SWITCH
ABOVE
220V
WP
UP TO NEXT
FIXT.
UNDER
STAIR
UNDER
STAIR
4
A0.1
3' - 5 1/2" 4' - 0"
SEE SHEET A4.4
FOR ELECTRICAL
REQUIREMENTS
FOR ELEV.
SEE SHEET A4.4
FOR ELECTRICAL
REQUIREMENTS
FOR ELEV.
WP RECESSED CAN LIGHT
(wet location)
RECESSED CAN LIGHT
(sloped ceiling fixture)
RECESSED CAN LIGHT
(directional spot)
CEILING MOUNTED CHANDELIER
RECESSED CAN LIGHT
WALL MOUNTED SCONCE FIXTURE
CEILING FAN
UNDERCABINET LIGHT
FLUORESCENT CLOSET LIGHT
(JS=JAMB SWITCH)
CEILING EXHAUST FAN
STEP LIGHT
1/2 HOT DUPLEX OUTLET
ELECTRICAL / LIGHTING LEGEND
DUPLEX OUTLET RECEPTACLE
SINGLE SWITCH
3-WAY SWITCH
DIMMER SWITCH
CEILING MOUNTED SCONCE OR PENDANT
120V UL 217 SMOKE /
UL 2034 CARBON MONOXIDE COMBO
M MOTION SENSOR LIGHT
CEILING MOUNT
RECESSED FLOOR /
CEILING DUPLEX OUTLET /
SPECIAL POWER SUPPY
UP WALL UPLIGHTING
FAN CONTROLS
S/C
FLUORESCENT STRIP LIGHT
GFCI DUPLEX OUTLET
PHONE/DATA OUTLET
CABLE/COAX OUTLET
OTHER NOTES
* PROVIDE DOOR BELL CHIME AT EACH LEVEL.
* PROVIDE POWER AT ALL HEAT TAPE AND FUTURE
HEAT TAPELOCATIONS. REVIEW LOCATIONS WITH
GENERAL CONTRACTOR.
* ALL SWITCHES THAT CONTROL INTERIOR LIGHTS (NOT
IN CLOSETS) SHOULD BE DIMMER CONTROLLED
WHERE POSSIBLE AND PRACTICAL.
*ALL OUTLETS AND SWITCHES SHOULD BE DECORA
STYLE WITH CONCEALED SCREWS.
* ALL IGNITION POINTS OF GAS FIRED MECH. EQUIP.
SHALL BE 18" A.F.F. OF GARAGE (WHEN MECH IS
LOCATED ADJACENT OR WITHIN THE GARAGE).
LIGHTING NOTES
GENERAL CONTRACTOR TO MEET 2015 IRC
REQUIREMENTS
SECTION N1104.1 LIGHTING EQUIPMENT:
A MINIMUM OF 92 PERCENT OF THE LAMPS IN
PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL BE HIGH-EFFICACY LAMPS.
GFCI OUTLET
PROVIDE AT ALL BATHS, KITCHENS,
LAUNDRY, DISHWASHERS GARAGES,
MECH. ROOMS.
ARC-FAULT CIRCUIT INTERRUPTER
AFCI PROTECTION IS REQUIRED ON ALL BRANCH
CIRCUITS SUPPLYING OUTLETS OR DEVICES
INSTALLED IN DWELLING UNIT KITCHENS, FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS,
LAUNDRY AREAS, AND SIMILAR ROOMS AND AREAS.
OUTDOOR RECEPTACLES ARE 125-VOLT,
SINGLE PHASE, 15 AND 20 AMP AND SHALL BE
GFCI. OUTLETS ARE TO HAVE A COVER AND
WEATHERPROOF WHILE IN USE OT NOT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:35 AMA6.1RCP/ELEC -LOWERJG-1831 GROUSE DUPLEXPERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 1. A LOWER RCP
1/4" = 1'-0"
ELECTRICAL SYMBOL LEGEND
09/17/18
4
A4.2
1
A4.2
1
A4.2
2
A4.1
2
A4.1
1
A4.1
1
A4.1
3
A4.1
3
A4.1
4
A4.1
4
A4.1
7
A0.1
7
A0.1
S/C
3
A4.2
3
A4.2
WP
2
A2.5
1
A4.6
2
A4.6
3
A4.6
4
A4.6
5
A4.6
3
A2.5
5
A4.1
2
A2.6
3
A2.6
6' - 0"2' - 0"1' - 8" 3' - 0" 3' - 0"6'
- 9
1/4"5' - 6"6'
- 6"
3' - 0"4' - 0" 2' - 6"
3'
- 6 1/2"2' - 6"2' - 0"
6' - 0" 2' - 6 1/4"WP
DROPPED CEILING NOTES:
* DROPPED CEILING SHOWN WITH LIGHT GRAY SOLID HATCH.
* DROPPED CEILING SET AT 9'-1" C.H.
CONTRACTOR MUST VERIFY WITH MECH. DUCT COORDINATION.
* LIGHT FIXTURES DIRECTLY BELOW MECH. TRUNK LINE MAY
NEED TO BE SHALLOW FIXTURES OR CEILING MOUNTED
FIXTURES.
* DROPPED CEILING AT SIP PANELS WILL SLOPE WITH SIP AND
BE COORDINATED WITH LIGHT FIXTURES AND FIRE-SPRINKLER
PIPING.
SUGGESTED MECH.
DUCT TRUNK LINE
DROPPED STEEL BEAM
SUGGESTED
MECH. DUCT
TRUNK LINE
DROPPED
STEEL BEAM
MECH. CHASE
MECH.
CHASE
LIGHT RO
PE
AR
O
U
N
D
CO
F
F
ER
(OP
TION)
CO
FFE
RED CEILING
LIGHT ROPE AROUND
COFFER (OPTION)
COFFERED CEILING
LIGHT ROPE AROUND
COFFER (OPTION)
COFFERED CEILING
CO
FFE
R
E
D
CE
ILING
LIGH
T
RO
PE
AR
O
UN
D
CO
FFER
(OPTIO
N)
UP TO FIXT.
ABOVE
DN TO WALL
FIXT. BELOW
HOOD
4
A0.1
JS
UP TO FIXT.
UP TO FIXT.
DN TO FIXT.
WP
WP
WP
S/C
S/
C
S/C
WP RECESSED CAN LIGHT
(wet location)
RECESSED CAN LIGHT
(sloped ceiling fixture)
RECESSED CAN LIGHT
(directional spot)
CEILING MOUNTED CHANDELIER
RECESSED CAN LIGHT
WALL MOUNTED SCONCE FIXTURE
CEILING FAN
UNDERCABINET LIGHT
FLUORESCENT CLOSET LIGHT
(JS=JAMB SWITCH)
CEILING EXHAUST FAN
STEP LIGHT
1/2 HOT DUPLEX OUTLET
ELECTRICAL / LIGHTING LEGEND
DUPLEX OUTLET RECEPTACLE
SINGLE SWITCH
3-WAY SWITCH
DIMMER SWITCH
CEILING MOUNTED SCONCE OR PENDANT
120V UL 217 SMOKE /
UL 2034 CARBON MONOXIDE COMBO
M MOTION SENSOR LIGHT
CEILING MOUNT
RECESSED FLOOR /
CEILING DUPLEX OUTLET /
SPECIAL POWER SUPPY
UP WALL UPLIGHTING
FAN CONTROLS
S/C
FLUORESCENT STRIP LIGHT
GFCI DUPLEX OUTLET
PHONE/DATA OUTLET
CABLE/COAX OUTLET
OTHER NOTES
* PROVIDE DOOR BELL CHIME AT EACH LEVEL.
* PROVIDE POWER AT ALL HEAT TAPE AND FUTURE
HEAT TAPELOCATIONS. REVIEW LOCATIONS WITH
GENERAL CONTRACTOR.
* ALL SWITCHES THAT CONTROL INTERIOR LIGHTS (NOT
IN CLOSETS) SHOULD BE DIMMER CONTROLLED
WHERE POSSIBLE AND PRACTICAL.
*ALL OUTLETS AND SWITCHES SHOULD BE DECORA
STYLE WITH CONCEALED SCREWS.
* ALL IGNITION POINTS OF GAS FIRED MECH. EQUIP.
SHALL BE 18" A.F.F. OF GARAGE (WHEN MECH IS
LOCATED ADJACENT OR WITHIN THE GARAGE).
LIGHTING NOTES
GENERAL CONTRACTOR TO MEET 2015 IRC
REQUIREMENTS
SECTION N1104.1 LIGHTING EQUIPMENT:
A MINIMUM OF 92 PERCENT OF THE LAMPS IN
PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL BE HIGH-EFFICACY LAMPS.
GFCI OUTLET
PROVIDE AT ALL BATHS, KITCHENS,
LAUNDRY, DISHWASHERS GARAGES,
MECH. ROOMS.
ARC-FAULT CIRCUIT INTERRUPTER
AFCI PROTECTION IS REQUIRED ON ALL BRANCH
CIRCUITS SUPPLYING OUTLETS OR DEVICES
INSTALLED IN DWELLING UNIT KITCHENS, FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS,
LAUNDRY AREAS, AND SIMILAR ROOMS AND AREAS.
OUTDOOR RECEPTACLES ARE 125-VOLT,
SINGLE PHASE, 15 AND 20 AMP AND SHALL BE
GFCI. OUTLETS ARE TO HAVE A COVER AND
WEATHERPROOF WHILE IN USE OT NOT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:37 AMA6.2RCP/ELEC -MAINJG-1831GROUSE DUPLEX PERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 2. A MAIN RCP
1/4" = 1'-0"
ELECTRICAL SYMBOL LEGEND
09/17/18
4
A4.2
4
A4.2
1
A4.2
1
A4.2
2
A4.1
2
A4.1
1
A4.1
1
A4.1
3
A4.1
3
A4.1
4
A4.1
4
A4.1
2
A4.2
2
A4.2
3
A4.2
3
A4.2
2
A2.5
1
A4.6
2
A4.6
3
A4.6
4
A4.6
5
A4.6
3
A2.5
2
A2.6
3
A2.6 2" / 12"2" / 12"
SLOPING DROPPED
CEILING UNDER SIP
ROOF PANEL
SLOPING DROPPEDCEILING UNDER SIPROOF PANELFLAT DROPPED CEILING
W/ STORAGE ABOVE
PULL DOWN LADDER
FOR ATTIC ACCESS2" / 12"8613' - 0 3/8"
8616' - 0 3/8"
FLAT DROPPED CEILING
W/ CONDITIONED ATTIC
ABOVE
CEILING HATCH
FOR ATTIC ACCESS SLOPING DROPPEDCEILING UNDER SIPROOF PANELWP
DROPPED CEILING NOTES:
* DROPPED CEILING SHOWN WITH LIGHT GRAY SOLID HATCH.
* DROPPED CEILING SET AT 9'-1" C.H.
CONTRACTOR MUST VERIFY WITH MECH. DUCT COORDINATION.
* LIGHT FIXTURES DIRECTLY BELOW MECH. TRUNK LINE MAY
NEED TO BE SHALLOW FIXTURES OR CEILING MOUNTED
FIXTURES.
* DROPPED CEILING AT SIP PANELS WILL SLOPE WITH SIP AND
BE COORDINATED WITH LIGHT FIXTURES AND FIRE-SPRINKLER
PIPING.
JS
S/C6' - 6"
6' - 6"5' - 0"JSS/C6'
- 4
1/4"
6'
- 4 1/4"
7' - 3 1/2" 7' - 3 1/2"
WP
JS
WP
WP
3' - 0"3' - 0"4' - 0"3' - 0"4' - 0"3' - 0" GDN TO SWITCH
BELOW
DN TO
SWITCH
BELOW
TO SWITCH
BELOW
S/CS/C
S/C
WP RECESSED CAN LIGHT
(wet location)
RECESSED CAN LIGHT
(sloped ceiling fixture)
RECESSED CAN LIGHT
(directional spot)
CEILING MOUNTED CHANDELIER
RECESSED CAN LIGHT
WALL MOUNTED SCONCE FIXTURE
CEILING FAN
UNDERCABINET LIGHT
FLUORESCENT CLOSET LIGHT
(JS=JAMB SWITCH)
CEILING EXHAUST FAN
STEP LIGHT
1/2 HOT DUPLEX OUTLET
ELECTRICAL / LIGHTING LEGEND
DUPLEX OUTLET RECEPTACLE
SINGLE SWITCH
3-WAY SWITCH
DIMMER SWITCH
CEILING MOUNTED SCONCE OR PENDANT
120V UL 217 SMOKE /
UL 2034 CARBON MONOXIDE COMBO
M MOTION SENSOR LIGHT
CEILING MOUNT
RECESSED FLOOR /
CEILING DUPLEX OUTLET /
SPECIAL POWER SUPPY
UP WALL UPLIGHTING
FAN CONTROLS
S/C
FLUORESCENT STRIP LIGHT
GFCI DUPLEX OUTLET
PHONE/DATA OUTLET
CABLE/COAX OUTLET
OTHER NOTES
* PROVIDE DOOR BELL CHIME AT EACH LEVEL.
* PROVIDE POWER AT ALL HEAT TAPE AND FUTURE
HEAT TAPELOCATIONS. REVIEW LOCATIONS WITH
GENERAL CONTRACTOR.
* ALL SWITCHES THAT CONTROL INTERIOR LIGHTS (NOT
IN CLOSETS) SHOULD BE DIMMER CONTROLLED
WHERE POSSIBLE AND PRACTICAL.
*ALL OUTLETS AND SWITCHES SHOULD BE DECORA
STYLE WITH CONCEALED SCREWS.
* ALL IGNITION POINTS OF GAS FIRED MECH. EQUIP.
SHALL BE 18" A.F.F. OF GARAGE (WHEN MECH IS
LOCATED ADJACENT OR WITHIN THE GARAGE).
LIGHTING NOTES
GENERAL CONTRACTOR TO MEET 2015 IRC
REQUIREMENTS
SECTION N1104.1 LIGHTING EQUIPMENT:
A MINIMUM OF 92 PERCENT OF THE LAMPS IN
PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL BE HIGH-EFFICACY LAMPS.
GFCI OUTLET
PROVIDE AT ALL BATHS, KITCHENS,
LAUNDRY, DISHWASHERS GARAGES,
MECH. ROOMS.
ARC-FAULT CIRCUIT INTERRUPTER
AFCI PROTECTION IS REQUIRED ON ALL BRANCH
CIRCUITS SUPPLYING OUTLETS OR DEVICES
INSTALLED IN DWELLING UNIT KITCHENS, FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS,
LAUNDRY AREAS, AND SIMILAR ROOMS AND AREAS.
OUTDOOR RECEPTACLES ARE 125-VOLT,
SINGLE PHASE, 15 AND 20 AMP AND SHALL BE
GFCI. OUTLETS ARE TO HAVE A COVER AND
WEATHERPROOF WHILE IN USE OT NOT 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS8/28/2018 11:23:38 AMA6.3RCP/ELEC - UPPERJG-1831GROUSE DUPLEX PERMIT SET 8-28-188-28-18 Jarenko5128 Grouse LaneVail, CO 81657No. Description Date1/4" = 1'-0"1 3. A UPPER RCP
1/4" = 1'-0"
ELECTRICAL SYMBOL LEGEND
09/17/18
09/10/2018
09/17/18
08/27/2018
09/17/18
08/27/2018
09/17/18
08/27/2018
09/17/18
09/10/2018
09/17/18
08/27/2018
09/17/18
08/27/2018
09/17/18