HomeMy WebLinkAboutDRB140069 Plans Approved75
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EXTERIOR COLORS:
Roofing:
Lifetime TL asphalt shingles
Elk -Gaf .a-
Color: Barkwood
Standing Seam Roofing
(13" spacing between ribs)
Color: Dark Bronze (SR .26/ TE .87)
Flashing and Gutters:
Paint lock aluminum
Color: dark bronze color at shake
Railing Pickets and rails
wrought iron: natural color (sealed)
Timber Newels (stained to match timber color)
South framed deck: Ipea
West Terrace: Scored concrete
Entry walk: Colorado Buff sandstone
in Flagstone pattern
Drive: Asphalt drive
Windows:
Aluminum Clad windows and doors
Color: Dark Bronze
Timbers, Window Trim, newels, corner boards and fascias
2x8 and 2x12 Cedar Fascia Trim
Mill Finish texture
Color: Porter semi - transparent, Black Oak 712
Typical Vertical Siding
1 "X10" Cedar Siding, ship - lapped
(9'r exposed face with tight joints and eased edges)
Mill finish texture
Color: Porter, semi - transparent, Espresso 934
Typical Horizontal Siding ship - lapped
1" X 6" Douglas Fir Siding (square edges)
Mill finish texture
Color: Porter Semi - transparent, Carmel
USE FLANNERY TRIM
ALUMINUM METAL OUTSIDE CORNER
Typical stucco, (lower level)
Sto, Light sand texture
Color: Ivory Key STO 10522
Horizontal wood siding- accent
Garage door, entry, accent band,
master shed dormer, south bdrm dormers
1" X 6" WEATHERED (GRAY) HORIZINTAL SIDING
USE FLANNERY TRIM
ALUMINUM METAL OUTSIDE CORNER
Stone Veneer: Telluride Highlands
Dry Stack Mortar set, with 3 % -5% jumpers
Stone wall cap and Stone accent bands
3" Colorado Buff Sandstone, (2'r overhang)
0 Approved by the
Design Review Board
TOWN OF VAI L By Joe Batcheller at 4:58 pm, Apr 17, 2014
ZONING SUMMARY
TOWN OF VAIL ZONING DISTRICT:
Residential Cluster (RC)
LOT AREA = .73 ACRES x 43,560 SQ. FT. = 31,179.9 SQ. FT.
SITE COVERAGE SUMMARY:
SITE COVERAGE - ALLOWED (25% OF SITE) = 7,995 SQ. FT.
SITE COVERAGE - EXISTING = 1,973 SQ. FT.
SITE COVERAGE - TOTAL PROPOSED = 3,508.6 SQ. FT
SEE SHEET A0.2 3,504
GRFA ALLOWED: SEE SHEET A0.1
36 S.F. /100 S.F. OF BUILDABLE LOT AREA = 15,698 S.F.
BUILDABLE AREA: Any site, lot, parcel or any portion thereof which
does not contain designated floodplain, red hazard avalanche area,
or areas in excess of forty percent (40 %) slope.
TOTAL GRFA ALLOWED BY RIGHT = 5651 S.F.
GRFA - TOTAL EXISTING = 2089 S.F.
GRFA - TOTAL PROPOSED
LANDSCAPE
= 5616 S.F. % S.F. remaining)
(60% OF SITE) 31,179.9 x 60 %= 18,797.9
TOTAL LANDSCAPE AREA PROPOSED = 27,796 S.F.
Vicinity Map
HOYT YO
RES
DENCE
2764 South Frontage Road
West Vail Colorado 81657
Stephens Subdivion, Parcel j
Revised Final DRB Review SE
04 -09 -14
CEntry Perspective
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35 s.f. remaining
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VICINITY MAP
PROJECT INFORMATION
Single Family Residence
Owner: Brian Hoyt and Louise Young
2464 S. Frontage Rd W
Vail, CO 81657
Location: 2764 South Frontage Road
West Vail Colorado 81657
Parcel A Stephens Subdivision
Parcel #: 2103- 143 -17 -003
Class of Work: Renovation /Addition
Type of Construction: Type V -N
Type of Occupancy: R3 (single family)
Levels: 2 -story +basement
Fire Sprinklers: NO
Monitored alarm sytem: YES
Domestic Water Source: Well
Architect: Martin Manley Architects
Jeffrey P Manley AIA
PO Box 1587
Eagle, CO 81631
970.328.5151
jeff @martinmanleyarchitects.com
Structural: KRM Consultants
General Contractor:
Surveyor: Peak Land Consultants
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Approved by the
Design Review Board
TO ( f By Joe Batcheller at 4:58 pm, Apr 17, 2014
existing grade
7826' - 0 "_
7825' - 0"
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Total:
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2791
2275
5626
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SITE COVERAGE
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Existing Main Level Area
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Existing Garage Areal
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2 2.0 Main Level
1/8" = 1' -0"
lain Level
7829' - 6"
existing grade
_1.0 Lower Level
7821' - 0"
lu
1 0 Lower Level
TOTAL WALL =308 S.F.
BELOW GRADE PORTION OF WALL =168 S.F.
40' - 0"
Copy of EAST ELEVATION
U
1/811 = 1' -0"
'opy of WEST ELEVATION
1/8" = 1' -0"
�n
TOTAL WALL =529 S.F.
Cop of SOUTH ELEVATION BELOW GRADE PORTION OF WALL =245 S.F.
8
1/8" - 11-011
UOpy OT NUK I H HLEVH I IUN GKHVVL 5F'HGt
1 F' SUITE
7830'- 0"
1.0 Lower Level J
7821'- 0" J
0 Main Level
7R 9A' - R"
1.0 Lower Level
7821' - 0"
ZONING SUMMARY
TOWN OF VAIL ZONING DISTRICT:
Residential Cluster (RC)
LOT AREA = .73 ACRES x 43,560 SQ. FT. = 31,179.9 SQ. FT
SITE COVERAGE SUMMARY:
Area Over 16' in Ht #1. 263.5 SF 3.0 Upper Level
SITE COVERAGE - ALLOWED (25% OF SITE) = 7,995 SQ. FT.
SITE COVERAGE - EXISTING
= 1,973 SQ. FT.
SITE COVERAGE - TOTAL PROPOSED
= 3,508.6 SO. FT
SEE SHEET A0.2
3,504
GRFA ALLOWED:
36 S.F. /100 S.F. OF BUILDABLE LOT AREA = 15,698 S.F.
BUILDABLE AREA: Any site, lot, parcel or any portion thereof which
does not contain designated floodplain, red hazard avalanche area,
or areas in excess of forty percent (40 %) slope.
TOTAL GRFA ALLOWED BY RIGHT = 5651 S.F.
GRFA -TOTAL EXISTING = 2089 S.F.
GRFA - TOTAL PROPOSED = 5616 S.F. XS.F. remaining)
35 s.f. remaining
LANDSCAPE
(60% OF SITE) 31,179.9 x 60 %= 18,797.9
TOTAL LANDSCAPE AREA PROPOSED = 27,796 S.F.
Area Schedule (Total Living Area Proposed Building)
Name Area Level
Area Over 16' in Ht #1. 263.5 SF 3.0 Upper Level
Area Over 16' in Ht #2.
111.5 SF
Proposed Total Lower Level Area
1696.8 SF
1.0 Lower Level
Proposed Total Main Level Area
2658.1 SF
2.0 Main Level
Proposed Total Upper Level Area
1899.2 SF
3.0 Upper Level
Grand total: 3
6254.1 SF
3358.5 SF
Area Schedule (Total Garage)
Name
Proposed Garage Area.
Proposed Garage Area over 600 sf
Area Level
600 SF 2.0 Main Level
124.2 SF 2.0 Main Level
Area Schedule (16' ceilings)
Name Area Level
Area Over 16' in Ht #1. 263.5 SF 3.0 Upper Level
Area Over 16' in Ht #2.
111.5 SF
3.0 Upper Level
Grand total: 2 375.1 SF
GRFA CALCULATIONS
EXISTING GRFA
LOWER LEVEL = 1385.4 S.F.
UNEXPOSED REDUCTION 70 %
1385.4 x.70 = 969.8 S.F.
LOWER LEVEL ADJUSTED GRFA
1385.4 S.F.- 969.8 REDUCTION= 416 S.F.
MAIN LEVEL =1973 S.F.
GARAGE ALLOWANCE = -300 S.F.
MAIN LEVEL GRFA =1673 S.F.
TOTAL EXISTING GRFA =2089 S.F.
LOWER WALL SUMMARY
TOTAL WALL =1680 S.F.
UNEXPOSED WALL = 1118 S.F.
LOWER WALL AREA % = 67%
UNEXPOSED REDUCTION 67 %
1697 S.F. x.67 = 1137 S.F.
LOWER LEVEL ADJUSTED GRFA
1697 S.F. - 1137 S.F. REDUCTION = 560 S.F.
MAIN LEVEL AREA = 3382 S.F.
GARAGE ALLOWANCE _ - 600 S.F.
MAIN LEVEL GRFA =2782 S.F.
GRFA AREA CALCULATION
ADJUSTED LOWER LEVEL = 560 S.F.
MAIN LEVEL GRFA = 2782 S.F.
UPPER LEVEL GRFA = 1899 S.F.
CLG HT OVER 16' AREA = 375 S.F.
GRFA TOTAL = 5616 S.F.
ADDED GRFA = 3529 S.F.
Area Schedule (Existing Building)
Name Area
Level
0
Existing Lower Level Area
1385.4 SF
1.0 Lower Level
Existing Main Level Area
1611.8 SF
2.0 Main Level
Existing Garage Area
361.3 SF
2.0 Main Level
Grand total: 3
3358.5 SF
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Approved by the
Design Review Board
TOWN N O F VA j L I By Joe Batcheller at 4:58 pm, Apr 17, 2014
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FLOOD PLAIN RUN ALONG THE RIVER'S EDGE. NO REVISED GRADING TO OCCUR WITHIN THE 100 YEAR
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TOWN OF VAI L By Joe Batcheller at 4:58 pm, Apr 17, 2014
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REWORK EXISTING SEWER LINE X829.3
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7826' - 0" WALK wA YL /
T Tug 50' stream setback wow
REMOVE PORTION OF EXISTING—COUNTOURS TO CREATE A BERM /DIKE
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PLAIN AND MORE THAN 7' -6" BEYOND WINDOWS WITHIN THE WINDOW WELL
50' STREAM SETBACK
LIMITS OF DISTURBANCE IS TO NOTE:
RUN ALONG THE RIVER'S EDGE. NO REVISED GRADING TO OCCUR WITHIN THE 100 YEAR
PROVIDE SILT FENCING ALONG FLOODPLAIN. ALL GRADING DONE FOR PIERS OR FOUNDATIONS IS
THE SOUTH, WEST AND IN ANY TO HAVE THE GRADE ELEVATION RETURNED TO THE EXISTING
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REQUIRED SNOW STORAGE = 30% OF TOTAL= 430 S.F.
1 Site Plan
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50' STREAM SETBACK
LIMITS OF DISTURBANCE IS TO NOTE:
RUN ALONG THE RIVER'S EDGE. NO REVISED GRADING TO OCCUR WITHIN THE 100 YEAR
PROVIDE SILT FENCING ALONG FLOODPLAIN. ALL GRADING DONE FOR PIERS OR FOUNDATIONS IS
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1 Site Plan
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Approved by the '8283 7828 -
Design Review Board 18,28,- _ - -
TOWN OF VA IL By Joe Batcheller at 4:58 pm, Apr 17, 2014 / 78 28.,5 '8 R P PI M\ 1
- �
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2 NEW ASPEN TREE 2��_ ALIPER
_ - I r P L =c lJ � ,I O S S 3 C IF
— - _ L J i NEW TREES TO BE PLACED AS T01
/ .�_• � I ` <� -1 ! \ f� , _ M�F� LC - --I � � P= �� � ,I� cL � � I � l � lJ6 Q
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ii
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RE \ L T J1 I NEW GROUPING OF TREES TO BE
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\ GENERAL NOTES: (cont)
5. PROTECT EXISTING TREES TO
�- REMAIN WITH FENCING.
\ � � GENERAL NOTES:
\ 1. EXISTING GRADING WITHIN THE FEMA 100 YEAR FLOOD PLAIN � 6. REVIEW PLANTINGS /SHRUBS
\\ IS TO BE RETURNED TO EXISTING ELEVATIONS REMOVED FOR NEW CONSTRUCTION
\ LIMITS OF DISTURBANCE IS TO AND EVALUATE FOR TEMP
\ RUN ALONG THE RIVER'S EDGE. 2. ALL DISTURBED SOD AREAS ARE TO BE RESODDED AND R D EVALUATE
WATERING AND
\\ LEGEND PROVIDE SILT FENCING ALONG WATERED UNTIL RE- ESTABLISHED. 6,500 S.F. AREA
THE SOUTH, WEST AND IN ANY 1 REPLANTING TO INTERGRATE WITH
DRAINAGE SWALES
\\ EEE + 3. ALL SWALES ARE TO HAVE SOIL STABILIZATION METHODS IN FINISHED LANDSCAPE DESIGN.
\ _ ♦ ` C C PEES QUAKING PLACE UNTIL VEGETATION IS REESTABLISHED.
ASPEN �
4. BOULDERS FROM THE EXCAVATION ARE TO BE REUSED AT I
\\ `� � CO R \TER MgRKx EXTERIOR LIGHTING THE NORTH WINDOW WELL AND AROUND THE SITE AS No
t
, ♦ EEK PRACTICAL
\ NEW SODDED AREAS
_ 91.92
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ROAD �� 1 Landscape plan
;OUTH FRONTAGE L a
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Hinkley Lighting 1328 -LED
l Dark Sky Compliant LED Outdoor
w Exterior Entry Pendant from the Shelter Collection
. _
Height: 24.5"
' — — p I PARCEL • Width: 825"
Al
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Clear Seedy Glass
MEgnowoREEK�W - E - EXTERIOR LIGHTING SUMMARY
CONDO EN,�MS o 14 3 0 9 -- _
+ 1367 -
I
I TYPE +LOCATIONS SYMBOL COUNT
7
HANGING PENDANT A
15676 —
_ FRONT ENTRY 1
(MOUNTED WITH 2' ROD FROM RIDGE)
- = BUILDABLE AREA =15 869 S.F. I
CORE E CREEK SHADED IN CROSSHATCH WALL SCONCE B
GARAGE DOOR 2
C E - - - - -- s74 ,8�z — =.
/ -- WEST TERRACE 2
as 7 SUMMARY: SOUTH DECK 2
- �\ _ \ = 563 4 PARCEL o (2) LARGE EVERGREEN TREES ARE TO BE REMOVED EAST FATHER'S DECK /PATH 2 Hinkley Lisshtinss 132fi
(5) NEW QUAKING ASPENS 2" TO 3" CALIPER (MOUNTED 6-0" A.F.F.) Tall Dark Sky Outdo orWaII Sconce
from the Shelter Collection
EXISTING SOD AREA ARE BEING DISTURBED TOTAL FIXTURES = g Height: 15.5
LIGHTS
- -
_ \ \ \ BY CONSTRUSTION AND WILL BE RESODDED. 1fUdth: 4.5 2
\ BUILDABLE AREA \ — \ 12" = 1' -0"
1 If = 301-011
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Approved by the
Design Review Board
TOWN OF VAIL A By Joe BatcheYer at 4:58 pm, Apr 17, 2014
TRAFFIC CONTROL PLAN
ALL DELIVERIES AND PICK -UPS SHALL HAVE THE APPROPRIATE FLAGGERS
AND CONES PLACED AS TO MEET THE TYPICAL TOWN OF VAIL'S REQUIREMENTS
CONES ARE TO BE A MINIMUM OF 28" TALL WHEN USED.
ALL CONSTRCUTION PARKING IS TO OCCUR ON THE SOUTH SIDE OF THE ROAD
AND WITHIN THE LAWN AREA (NOT ON BIKE PATH)
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Design Review Board
TOWN OF VAIL A By Joe Batcheller at 4:58 pm, Apr 17, 2014
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ROOF INSULATION:
18" OF BLOWN -IN BATT AT THE BOTTOM CHORD OF TRUSSE; =R -64.8
(R -3.6 PER INCH) -
ASPHALT (TL) SHINGLES
ON FULL COVERAGE WATERPROOF MEMBRANE
ON ROOF SHEATHING ON PRE - ENGINEERED ROOF TRUSSES
3'- 0 ".
SEE ROOF PLAN
AT ALL EAVES, PROVIDE 'D'
SHAPLED EDGE FLASHING
WITH 1" OVERHANG
Z
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L HEAD FLASHING
1x6 T &G WOOD SOFFIT
3x10 HEAD TRIM - --
AT HEAD, OVERLAP THERMAL AND AIR INFILTRATION
BARRIER /DRAINAGE PLANE OVER WATERPROOF
MEMBRANE WINDOW TAPE
2x8 AND 2x12 WOOD
FASCIA BTM OF HDR
ALUMINUM CLAD WOOD WINDOWS
2 TYPICAL EAVE DETAIL
1 1/2" = l' -0"
DRYWALL WRAP DETAIL AT INTERIOR
3- SIDES. SILL AND APRON ON BTM
Door Schedule Fancy
Door Door
Number Type Door Size Description
1
3'- 10"
3' - 10"
103A
5
30" x 84"
EXIST. OPENING
107A
40
34" x 80"
108A
96
48" x 80"
3
109A
5
30" x 84"
2.0 Main Level
110A
65
28" x 84"
2' - 6"
1106
65
28" x 84"
8' - 0"
111A
5
30" x 84"
5' -0"
112A
38
30" x 80"
202A
126
8'x 8'
4 PANEL SLIDING GLASS XOOX
202B
126
8'x 8'
4 PANEL SLIDING GLASS XOOX
202C
126
8'x 8'
4 PANEL SLIDING GLASS XOOX
203A
126
8'x 8'
4 PANEL SLIDING GLASS XOOX
205A
103
38 "X 96"
8' - 3"
206A
65
28" x 84"
21- 6"
21 OA
77
36" x 84"
211 A
52
60" x 84"
Clad Ultimate Casement Picture Unit
212A
77
36" x 84"
11
215A
65
28" x 84"
2.1 F' SUITE
215B
65
28" x 84"
2' - 0"
216A
65
28" x 84"
8' - 3"
217A
78
34" x 84"
2' - 6"
217B
68
36" x 84"
218A
98
38" x 96"
Clad Ultimate Casement Picture Unit
218B
126
8'x 8'
4 PANEL SLIDING GLASS XOOX
219A
5
30" x 84"
2.0 Main Level
220A
110
18'x8'
2'-6"
220C
77
36" x 84"
7' - 3"
220D
77
36" x 84"
5' - 0"
301A
65
28" x 84"
302A
5
30" x 84"
Awning
303A
126
8'x 8'
4 PANEL SLIDING GLASS XOOX
303B
87
6'x 8'
2.0 Main Level
303C
87
6'x 8'
2'- 6"
304A
78
34" x 84"
7' - 9"
307A
78
34" x 84"
3' - 0"
309A
78
34" x 84"
TRANSOM
31 OA
65
28" x 84"
Awning
311A
65
28" x 84"
24
311 B
312A
65
28" x 84"
28" x 84"
1.9 Great Rm Level
65
TRANSOM
313A
78
34" x 84"
Awning
314A
65
28" x 84"
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RAILING DETAIL
3/4 = 1 0
j NOTE:
INTERIOR DETAIL IS SIMILAI
WITH THE CHANGES BEING
THAT A 2 "x5" STAINED TOP
WOOD RAIL AND 4 "x4" STEE
NEWELS ARE TO BE USED
7 "x 2 1/2" WOOD RAILING TOP RAIL CAP.
BEVEL CUT 1/4"
3 "x3" x 1/4" STEEL ANGLE TOP RAIL
i i
8x8 TIMBER NEWEL WITH
2 "X 3/8" STEEL BAR STOCK
NATURAL WROUGHT FINISH, SEALED=
METALSMITH TO REVIEW THICKNESS
DIM. FOR SAG
8" M
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II 3 "x3" x 1/4" STEEL ANGLE BTM RAIL
Window Schedule
Width Height Window Type Level Head Height Comments
1
3'- 10"
3' - 10"
1.0 Lower Level
6' - 10"
EXIST. OPENING
2
3'- 10"
3'-10"
1.0 Lower Level
6' - 10"
EXIST. OPENING
3
2' - 6"
2' - 6"
Awning
2.0 Main Level
8' - 0"
4
2' - 6"
5' - 0"
Casement
2.0 Main Level
8' - 0"
5
5' -0"
5' -0"
2.0 Main Level
8' -0"
6
2' - 0"
21- 6"
Clad Ultimate Casement Picture Unit
2.0 Main Level
2' - 9"
7
2' - 0"
21- 6"
Clad Ultimate Casement Picture Unit
2.1 F'SUITE
5' - 0"
8
2' - 0"
21-61'
Clad Ultimate Casement Picture Unit
2.0 Main Level
8' - 3"
9
2' - 0"
21- 6"
Clad Ultimate Casement Picture Unit
2.1 F'SUITE
ill- 1"
10
3'- 2"
3'-2"
Clad Ultimate Casement Picture Unit
2.0 Main Level
121-3"
11
12'- 0"
2' - 6"
Clad Ultimate Casement Picture Unit
2.1 F' SUITE
ill- 1"
12
2' - 0"
2' - 6"
Clad Ultimate Casement Picture Unit
2.0 Main Level
8' - 3"
13
2'- 0"
2' - 6"
Clad Ultimate Casement Picture Unit
2.1 F'SUITE
5' - 0"
14
21-011
2' - 6"
Clad Ultimate Casement Picture Unit
2.0 Main Level
2' - 9"
15
2'- 6"
41-011
Casement
2.0 Main Level
5' - 0"
16
2'-6"
2'-61'
Clad Ultimate Casement Picture Unit
2.1 F'SUITE
7' - 3"
17
21-611
5' - 0"
Casement
2.0 Main Level
13' - 0"
18
2'- 6"
2' - 6"
Awning
2.0 Main Level
7' - 9"
19
21-6"
2' - 6"
Awning
2.0 Main Level
7' - 9"
20
2'- 6"
2' - 6"
Awning
2.0 Main Level
7' - 9"
22
41-011
3' - 0"
Awning
1.9 Great Rm Level
ill-Oil
TRANSOM
23
4'- 0"
3' - 0"
Awning
1.9 Great Rm Level
111-011
TRANSOM
24
4'- 0"
3' - 0"
Awning
1.9 Great Rm Level
ill-Oil
TRANSOM
25
4'- 0"
31-0"
Awning
1.9 Great Rm Level
111-011
TRANSOM
26
4'- 0"
31-011
Awning
1.9 Great Rm Level
ill-Oil
TRANSOM
27
4'- 0"
3' - 0"
Awning
1.9 Great Rm Level
11' - 0"
TRANSOM
28
2'- 6"
4'- 0"
Casement
2.0 Main Level
7' - 8"
29
5'- 0"
4' - 0"
Clad Ultimate Casement Picture Unit
2.0 Main Level
7' - 8"
30
2'- 6"
5' - 0"
Casement
2.1 F'SUITE
8' - 0"
31
6'- 0"
5' - 0"
2.1 F'SUITE
8' - 0"
FIXED PICTURE
32
2'- 6"
51-011
Casement
2.1 F'SUITE
8' - 0"
33
2' -0"
2' -0"
Awning
2.1 F'SUITE
7' -0"
35
6'- 0"
5' - 0"
2.1 F' SUITE
8' - 0"
FIXED PICTURE
36
6' -0"
2' -6"
Awning
2.1 F'SUITE
3' -0"
37
2'- 6"
5' - 0"
Casement
2.1 F'SUITE
8' - 0"
38
2' -6"
2' -6"
Awning
2.1 F'SUITE
3' -0"
39
3'- 0"
4'-0"
Clad Ultimate Casement
1.0 Lower Level
71-6"
40
3'- 0"
4' - 0"
Clad Ultimate Casement
1.0 Lower Level
7' - 6"
41
2'- 6"
2'-611
Awning
1.0 Lower Level
7' - 0"
42
3'- 0"
4' - 0"
Clad Ultimate Casement
1.0 Lower Level
7' - 6"
43
3'- 0"
4' - 0"
Clad Ultimate Casement
1.0 Lower Level
7' - 6"
44
2' - 6"
2' - 6"
Awning
3.0 Upper Level
7' - 9"
45
21-61'
2' - 6"
Awning
3.0 Upper Level
7' - 9"
46
2'- 6"
2' - 6"
Awning
3.0 Upper Level
7' - 9"
49
21-61'
4'- 5 1/8"
Clad Ultimate Casement
3.0 Upper Level
8' - 3"
50
2'- 6"
5' - 0"
Casement
3.1 Master Level
7' - 6"
51
3'- 0"
4' - 6"
Casement
3.0 Upper Level
6' - 6"
52
2'- 6"
2' - 6"
Awning
3.0 Upper Level
7' - 3"
53
12'- 6"
4'- 5 1/8"
Clad Ultimate Casement
3.0 Upper Level
61-911
54
2'- 6"
4'- 5 1/8"
Clad Ultimate Casement
3.0 Upper Level
61-911
55
4'- 11"
2' - 5"
Awning
2.0 Main Level
16' - 3"
56
4'- 11"
4' - 11"
Awning
2.0 Main Level
13'- 10"
57
4'- 11"
2' - 5"
Awning
2.0 Main Level
16' - 3"
58
4'- 11"
4' - 11"
Awning
2.0 Main Level
13'- 10"
59
4'- 11"
2' - 5"
4'- 11"
Awning
Awning
2.0 Main Level
2.0 Main Level
16' - 3"
13'- 10"
60
4' - 11"
61
2'- 6"
2' - 6"
Awning
3.0 Upper Level
8' - 3"
62
2'- 6"
21- 6"
Awning
3.0 Upper Level
8' - 3"
63
1' - 9"
51-011
Casement
3.0 Upper Level
8' - 6"
64
3'- 6"
51-011
Casement
3.0 Upper Level
8' - 6"
65
2' - 0"
5' - 0"
Casement
3.0 Upper Level
8' - 6"
6
2'-6"
2' - 6"
Awning
3.0 Upper Level
8' - 3"
67
2'- 6"
2' - 6"
Awning
3.0 Upper Level
8' - 3"
68
Z-011
51-011
Casement
3.0 Upper Level
8' - 6"
69
3' - 6"
5' - 0"
Casement
3.0 Upper Level
8' - 6"
70
l'- 9"
51-011
Casement
3.0 Upper Level
8' - 6"
71
2' - 6"
2' - 6"
Awning
3.0 Upper Level
8' - 3"
72
2' - 0"
2' - 0"
Awning
3.0 Upper Level
9' - 0"
73
2'- 0"
2' - 0"
Awning
3.0 Upper Level
9' - 0"
74
2'- 0"
2' - 0"
Awning
3.0 Upper Level
9' - 0"
75
2'- 6"
5' - 0"
Casement
3.0 Upper Level
8' - 3"
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Approved by the
Design Review Board
TOM OF VA I L " By Joe Batcheller at 4:58 pm, Apr 17, 2014
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