HomeMy WebLinkAboutDRB120011_DRB approved plans 030712.pdfEAST VAIL DUPLEX RESIDENCES
IL
9' , ` Lr
4017 A & B LUPINE DRIVE
RE- SUBDIVISION OF LOT 7, BIGHORN SUBDIVISION
TOWN OF VAIL 81657
COLD ADO
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SOUTH /STREET ELEVATION - UNITS A & B
PROJECT TEAM
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PROJECT INFORMATION
PROJECT INFORMATION
OWNERS
Mr. and Mrs. Robert Trushceit
TOWN OF VAIL TOWN OF VAIL
PROJECT SUMMARY:
DRAWING
INDEX
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PLANNING RACHEL FRIEDE DIMOND
PLANNER
FINAL
DRB PLAN SUBMITTAL & PRELIM. PRICING SET
NEW BUILDING: DUPLEX RESIDENCE
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DEPARTMENT OF
OCCUPANCY GROUP: Mixed R-3, U 1
CS
COVER SHEET
ARCHITECT
IL
9' , ` Lr
4017 A & B LUPINE DRIVE
RE- SUBDIVISION OF LOT 7, BIGHORN SUBDIVISION
TOWN OF VAIL 81657
COLD ADO
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1
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SOUTH /STREET ELEVATION - UNITS A & B
PROJECT TEAM
00
PROJECT INFORMATION
PROJECT INFORMATION
OWNERS
Mr. and Mrs. Robert Trushceit
TOWN OF VAIL TOWN OF VAIL
PROJECT SUMMARY:
DRAWING
INDEX
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PLANNING RACHEL FRIEDE DIMOND
PLANNER
FINAL
DRB PLAN SUBMITTAL & PRELIM. PRICING SET
NEW BUILDING: DUPLEX RESIDENCE
DEPARTMENT OF
OCCUPANCY GROUP: Mixed R-3, U 1
CS
COVER SHEET
ARCHITECT
SCOTT S. TURNIPSEED AIA
COMMUNITY
CONSTRUCTION TYPE: V NON -RATED
A0.1
ORIGINAL TOPOGRAPHIC MAP
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ARCHITECTURE, CONSTRUCTION,
DEVELOPMENT
NUMBER OF STORIES : TWO
A1.1
SITE PLAN
& INTERIOR DESIGN
P: 970 - 479 -2138
BUILDING HEIGHT: 33 -0 MAX
A1.2
LANDSCAPE PLAN
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1 143 CAPITOL STREET, SUITE 211
F: 970 - 479 -2452
ZONING: TWO FAMILY RESIDENTIAL (R) DISTRICT
A1.3
SITE COVERAGE PLAN 1
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P.O. BOX 3388
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LOT AREA: 0.8469 ACRES OR 36,893 SQ.FT.
A1.4
SITE COVERAGE PLAN 2
EAGLE, COLORADO 81631
SETBACKS: 20' FRONT, 15' SIDES, 50' BACK
A2.2
MAIN LEVEL PLAN
ON
970 328 3900
( ) -
PARKING: 3 COV'D PER UNIT, 1 AUX SPACE PER
A2.3
UPPER LEVEL PLAN
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A2.4
ROOF PLAN
SITE COVERAGE SUMMARY:
BUILDER SAMELSON DEVELOPMENT CORP.
A3.1
BUILDING ELEVATIONS
PO BOX 418
A3.2
BUIILDING ELEVATIONS
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Vail, Co. 81658
TOTAL SITE AREA 36,893 SQ. FT. (LANDSCAPE TOTALS ON A1.2)
A4.1
BUILDING SECTIONS
Les 970 - 376 -0076
UNIT 4017 A
A4.2
BUILDING SECTIONS
lessamelson @gmail.com
HOUSE / GARAGE FOOTPRINT 3,720 SQ. FT. or 10%
A5.1
ARCHITECTURAL DETAILS
COVERED BACK PATIO ROOF > 4' O.H. 129 SQ. FT. or .4%
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COVERED ENTRY, STEPS, & WALKS 168 SQ. FT. or .6%
S1.1
FOUNDATION PLAN
DRIVEWAY 2,168 SQ. FT. or 6%
S1.2
MAIN LEVEL FRAME PLAN
STRUCTURAL
NEWKIRK ENGINEERING
TOTAL COVERAGE and % of TOTAL SITE 6,185 SQ. FT. or 16.7%
S1.3
UPPER LEVEL FLOOR FRAME PLAN
ENGINEER
PAUL NEWKIRK
S1.4
ROOF FRAME PLAN
407 KENDALL PARKWAY
UNIT 4017 B
S2.1
STRUCTURAL DETAILS
BOERNE, TEXAS 78015
HOUSE / GARAGE FOOTPRINT 3,186 SQ. FT. or 9%
S2.2
STRUCTURAL DETAILS
P: (830) 755 -8164
COVERED BACK PATIO ROOF >4' O.H. 109 SQ. FT. or .3%
F: (830) 755 -8172
COVERED ENTRY, STEPS, & WALKS 118 SQ. FT. or
.3%
VICINITY MAP:
DRIVEWAY 2,070 SQ. FT. or 6%
SURVEYOR GORE RANGE SURVEYING
TOTAL COVERAGE and % of TOTAL SITE 5,483 SQ. FT. or 14.8%
SAM ECKER
P.O. BOX 15
GRAND TOTAL ENTIRE BUILDING 11,668 SQ. FT. or 31.5%
EAST VAIL
AVON, COLORADO 81620
minus DRIVEWAYS or 12.07
(970) 479 -8698
19.5%
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FLOOR AREAS SUMMARY:
CIVIL
HP GEOTECH
ENGINEER
DAVE YOUNG
GRFA ALLOWABLE =PER TOV CODE
5020 COUNTY ROAD 134
4,600 + 1,900 + 1,950 + 413 = 8,863 sq. ft.
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GLENWOOD SPRINGS, CO. 81601
UNIT 4077A
P: 970 - 945 -7988
MAIN LEVEL FINISHED 2,764 sq. ft.
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F: 970 - 945 -8454
UPPER LEVEL FINISHED 1,396 sq. ft.
UPPER LEVEL FUTURE FINISH 598 sq. ft.
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SUBTOTAL 4,758 sq. ft.
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GARAGE AND MECHANICAL 944 sq. ft.
SUBTOTAL 944 sq. ft.
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ALLOWABLE GARAGE DEDUCTION -600 s . ft.
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TOTAL 5,102 sq. ft.
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UNIT 4017 B
MAIN LEVEL FINISHED 2,306 sq. ft.
UPPER LEVEL FINISHED 909 sq. ft.
UPPER LEVEL FUTURE FINISH 249 sq. ft.
SUBTOTAL 3,464 sq. ft.
GARAGE AND MECHANICAL 892 sq. ft.
SUBTOTAL 892 sq. ft.
ALLOWABLE GARAGE DEDUCTION -600 sq. ft.
TOTAL 3,756 sq. ft.
* NOTE: Drawing scale is
GRAND TOTAL GRFA : 8,858 sq.ft. < 8,863 sq. ft.
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SEWER MANHOLE
RIM ELEV. = 8387.0'
1 RT = 8378.6'
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FOUND PLAIN No. 5 REBAR
APPARENT WITNESS CORNER
APPROXIMATE
50' CENTERLINE OF
CREEK SETBACK
INDICATES AN EVERGREEN TREE
(0.5' AVERAGE TRUNK DIAMETER)
LOT 8
(PARCEL B)
(RECEPTION No. 286616)
INDICATES A DECIDUOUS TREE
(1.5' AVERAGE TRUNK DIAMETER)
8390.4 \ \
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CATV PEDESTAL
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GRAPHIC SCALE
20 0 10
( IN FEET )
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CONCRETE PAN
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(RECEPTION No. 96766)
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EDGE OF CREEK
APPROXIMATE
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LOT 2
(RECEPTION No. 96766)
APPROXIMATE 100 YEAR
FLOOD PLAIN (SEE NOTE 6)
INDICATES AN EVERGREEN TREE
(1.5' AVERAGE TRUNK DIAMETER)
INDICATES AN EVERGREEN TREE
(2.0' AVERAGE TRUNK DIAMETER)
INDICATES AN EVERGREEN TREE
(1.0' AVERAGE TRUNK DIAMETER)
]\ EDGE OF DRIVEWAY
8394.4
LOT 6
(RECEPTION No. 96766)
SEWER MANHOLE
RIM ELEV. = 8396.5'
INVERT = 8383.9'
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UTILITY
EASEMENT
LOT 3
(PARCELS A & B)
(RECEPTION No. 352330)
FOUND No. 5 REBAR
WITH A 14" ALUMINUM CAP
P.L.S. No. 5933
APPARENT WITNESS CORNER
(ELEVATION = 8390.8')
NOTES:
1) DATE OF TOPOGRAPHY: 11/16/2011
2) BASIS OF ELEVATIONS: TOP OF WITNESS CORNER MONUMENT FOUND MARKING THE NORTHEASTERLY
CORNER OF THE SUBJECT PROPERTY, ELEVATION = 8390.8' (NAVD 88).
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT,
MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
FROM THE DATE OF CERTIFICATION SHOWN HEREON.
4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD
PLAT FOR THE SUBJECT PROPERTY.
5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY.
6) 100 YEAR FLOOD PLAIN INTERPOLATED FROM BASE FLOOD ELEVATIONS FOR "ZONE AE" AS INDICATED
ON FIRM FLOOD INSURANCE RATE MAP No. 08037C0493D, DATED DECEMBER 4, 2007.
SURVEYOR'S CERTIFICATE
I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE
OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY
SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
SAMUEL H. ECKER
COLORADO P.L.S. No. 30091
FOR AND ON BEHALF OF
GORE RANGE SURVEYING LLC
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(ELEVATION = 8390.8')
OVERALL SITE PLAN
UNITS A &B
A1.1 SCALE: I"= 10' -0"
SNOW STORAGE AREAS REQUIRED TOV
UNITA : 30% of Driveway =564 s.f., Provided on plan = 573 s.f.
UNIT B : 30% of Driveway= 551 s.f., Provided on plan= 557 s.f.
SITE PLAN REFERENCE FILE / OFFICIAL TOPO
GORE RANGE SURVEYING, LLC
PROJECT NUMBER = 1 1 -616
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Common Name Scientific Name
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Flowering Crabapple
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Boulder
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Populus tremuloides None 35/25' Sun 15 2" Cal.
Re- locate Existing
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* Not to scale, reference only.
WIIH A 1�" ALUMINUM GAF-
P.L.S. No. 5933
APPARENT WITNESS CORNER
(ELEVATION = 8390.8')
Total Lot Area = 36,893 s.f.
Total Landscape Area = 26,122 s.f. , which is = 70% of Lot Area
(includes new landscape areas & existing landscape to remain)
New Landscape Area = 10,107 s.f., which is = 27% of Lot Area
Existing Landscape Area = 16,015 s.f. , which is = 43% of Lot Area
Total Landscape Area that is hardscape = 1,427 s.f. , which is = 5% of total Landscape
(includes walkways, patios, covered patios)
LANDSCAPE PLAN
UNITS A &B
SCALE: 1" = 10' -0"
SITE PLAN REFERENCE FILE / OFFICIAL TOPO
GORE RANGE SURVEYING, LLC
PROJECT NUMBER = 11-616
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WIIH A 1�" ALUMINUM GAF-
P.L.S. No. 5933
APPARENT WITNESS CORNER
(ELEVATION = 8390.8')
Total Lot Area = 36,893 s.f.
Total Landscape Area = 26,122 s.f. , which is = 70% of Lot Area
(includes new landscape areas & existing landscape to remain)
New Landscape Area = 10,107 s.f., which is = 27% of Lot Area
Existing Landscape Area = 16,015 s.f. , which is = 43% of Lot Area
Total Landscape Area that is hardscape = 1,427 s.f. , which is = 5% of total Landscape
(includes walkways, patios, covered patios)
LANDSCAPE PLAN
UNITS A &B
SCALE: 1" = 10' -0"
SITE PLAN REFERENCE FILE / OFFICIAL TOPO
GORE RANGE SURVEYING, LLC
PROJECT NUMBER = 11-616
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line below. (typ)
�F- — — — — — — — — — — --
3 CAR GARAGE
JBELOW
1
A4.1
7
A4.1
Exterior wall
line below. (typ)
Vltd Clg.
II
STUDY
BELOW
II
I
Vltd Clg.
II
II
L _ =7
3
A4
4 2
A4.1 A4.1
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Bath #2 I � I
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o mVaultedlCeiling
MASTER BEDROOM
P I Vltd Clg. 610 }IA I BELOW
o D wall Arch I
2870 O
C I,a. I >`
�I II
-------------- -- JJ
- - - - -� I�---------------
_ II
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II fireplace chase
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- --M 1P 19
Down 19R
II 7
- — — — — — — — — — — — — — — —
Greatroom A4.1
6, Ceiling 6
II
U U Flat or O
Vaulted Ceiling, max 15' -1 l"
II
II
II
II
II
------------ - - -
I IIF
131"
I 4
A4.2
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N Bath #
t Tile Floor
N
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21' -3"
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Carpet Floor
VaultE d Ceiling
T.O. SUBFLOOR
EL. 110'-6"
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BELOW
II
II
II
till
(2)3080
I0
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I
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Carpet Floor
Vaulted Ceiling
14' -0"
#2
N
a
N
77
Bedroom
Carpet Floor Q
4 2
A4.1 A4.1
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o mVaultedlCeiling
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P I Vltd Clg. 610 }IA I BELOW
o D wall Arch I
2870 O
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-------------- -- JJ
- - - - -� I�---------------
_ II
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II fireplace chase
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II 7
- — — — — — — — — — — — — — — —
Greatroom A4.1
6, Ceiling 6
II
U U Flat or O
Vaulted Ceiling, max 15' -1 l"
II
II
II
II
II
------------ - - -
I IIF
131"
I 4
A4.2
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t Tile Floor
N
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21' -3"
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T.O. SUBFLOOR
EL. 110'-6"
NN
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Vaulted Ceiling
14' -0"
#2
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line below. (typ)
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BELOW A4,2 BELOW
3
A4.2 I I
— - PROPOSED PARTI WALL 8 PROP. LINE
i�f 04
4.1 3
MECHANICAL
PROPOSED PARTI WALL & PROP. LINE A4.1
I — — — — — — — — —
BELOW Jr
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BELOW
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II II
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — -------------------- - - -- -�
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4.1
UPPER LEVEL FLOOR PLAN - UNIT A � r
SCALE: 3/16" = 1' -0" A.Z�
el r% r% o A oI-- A e e I I u u A ov. Z
UPPER LEVEL FINISHED S.F.
1,396
UPPER LEVEL FUTURE FINISH
598
GRFA
1, 994
NOTE:
Automatic fire suppression system is
req'd to be installed per NFPA 13 and
VF &ES sprinkler installation standards
2 UPPER LEVEL FLOOR PLAN - UNIT B
A2.3 SCALE: 3/16" = 1' -0" O�
FLOOR AREAS SUMMARY:
UPPER LEVEL FINISHED S.F.
909
UPPER LEVEL FUTURE S.F.
249
�FA
Automatic fire suppression system is
req'd to be installed per NFPA 13 and
VF &ES sprinkler installation standards
N
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N
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3
A4.2 I I
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BELOW
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L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — -------------------- - - -- -�
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4.1
UPPER LEVEL FLOOR PLAN - UNIT A � r
SCALE: 3/16" = 1' -0" A.Z�
el r% r% o A oI-- A e e I I u u A ov. Z
UPPER LEVEL FINISHED S.F.
1,396
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598
GRFA
1, 994
NOTE:
Automatic fire suppression system is
req'd to be installed per NFPA 13 and
VF &ES sprinkler installation standards
2 UPPER LEVEL FLOOR PLAN - UNIT B
A2.3 SCALE: 3/16" = 1' -0" O�
FLOOR AREAS SUMMARY:
UPPER LEVEL FINISHED S.F.
909
UPPER LEVEL FUTURE S.F.
249
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req'd to be installed per NFPA 13 and
VF &ES sprinkler installation standards
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'OOF PLAN - UNIT B
ALE: 3/16' = 1' -0"
NORTH
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ROOF
PLAN
T.O. Up
T.O. t
(8392)
Exterior stucco system
30 year Asphalt shingle roof
typical @ 6/12 roof,
heat tape & gutter as
needed.
Rough sawn 2x6 Cedar fascia
over Rough sawn 6x8 Rafters
typical
Metal standing seam
roof typical (LD 2/12 roof,
heat tape & gutter as
needed. a
_ o
0
T.O. Upper Level Subfloor
El. 111' -0"
Exterior stucco system,
w/ flare out edge
along stone banding.
0
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windows, typical.
5" stone veneer
T.O. Main Level Subfloor
(8392) El. 100'-0"
Rough sawn 1 x6 Cedar
over Rough sawn 1x10 Cedar
Vertical siding typical
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
------ - - - - -- -------------- - - - - --
C 10.
3 HIDDEN ELEVATION - UNIT B
A3.1 SCALE: 3/16" = 1' -0"
12
6F
9
Stone Porch walls @ Entry
Patio. Not shown for dwg.
clarity. Re: A2.2
T n 1 Innar I oval Si ihflnnr
Parti -wall location
Units A & B
Zero Overhang
Ornate wood pickets @
balcony railing.
12 12
6 6
Stucco finish @ chimney
w/ stone cap detail.
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dill
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SOUTH /STREET ELEVATION - UNITS A & B
SCALE: 3/16" = 1' -0"
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F—balcony railing.
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Parti -wall location
Units A &B
4 EAST ELEVATION - UNIT B
A3.1 SCALE: 3/16" = 1' -0"
—Line of Greatroom Ceiling
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El. 11 1' -0"
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zero overhang.
Arch Window Trim @ Stucco:
Metal standing seam Flat Window Trim: Profile stucco edge on Header
roof typical @ 2/12 roof, 2x8 Cedar Header, wood sill & and Legs, wood sill &
heat tape & gutter as apron. typ. apron. typ.
needed. 12 12
6F-- 6 -
12
-16
SCALE: 3/16'' = 1' -0"
30 year Asphalt shingle roof
typical @ 6/12 roof,
heat tape & gutter as
needed.
Rough sawn 2x6 Cedar fascia
over Rough sawn 6x8 Rafters
typical
Metal standing seam
roof typical @ 2/12 roof,
heat tape & gutter as
needed.
T.O. Upper Level Subfloor
El. 111' -0"
Exterior stucco system,
w/ flare out edge
along stone veneer.
Custom wood sided overhead garge
doors. Re: detail
5" stone veneer
T.O. Main Level Subfloor
El. 100'-0" (8392)
NOTE: Drawing scale is 3/16" per F -0"
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BUILDING ELEVATIONS
UNITS A &B
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BUILDING ELEVATIONS
UNITS A &B
NEED TO FINISH OFF UPSTAIRS 1
3 BUILDING SECTION
A4.1 SCALE: 3/16" = 1' -0"
T.O. MAII,
(8392')
:y Wall
rode
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+/- Existing Grad
951-
LEVEL SLAB
(8392')
ide
BUILDING SECTION
A4.1 SCALE: 3/16" = 1' -0"
2 BUILDING SECTION
A4.1 SCALE: 3/16" = 1' -0"
Deep Roof Trusses
X
A5.1
,BUILDING SECTION
A4.1 SCALE: 3/16" = 1' -0"
Deep Roof Trusses
5 BUILDING SECTION
A4.1 SCALE: 3/16" = 1' -0"
T.O. MAIN LEVEL SLAB
(8392') 100' -0"
Driveway
BUILDING SECTION
A4.1 SCALE: 3/16" = 1' -0"
LEVEL PLYWOOD
I?
LEVEL SLAB
(8392')
de
rode
T.O. MAIN LEVEL SLAB
100' -0" (8392')
BUILDING SECTION
A4.1 SCALE: 3/16" = 1' -0"
* NOTE: Drawing scale is 3/16" per F -0"
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