HomeMy WebLinkAboutDRB140094 Plans ApprovedDesign Review
Staff Approval
TOWN ,� By Joe Batcheller at 4:17 pm, Apr 24, 2014
WETLANDS CLAFFEY ECOLOGICAL
SCIENTIST: CONSULTING, INC.
MICHAEL CLAFFEY
1371 17 RD.
FRUITA, COLORADO 81521
mclaffey @acsol.net
(970) 640 -3783
SOILS HEPWORTH- PAWLAK
ENGINEER' GEOTECHNICAL, INC.
STOCKMAR DUPLEX
4096 A &B COLUMBINE ROAD
LOT 14 BIGHORN SUBDIVISION
TOWN OF VAIL
' EAGLE CO U N T Y, COLORADO
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MEN NNW, =�pjjjli PPP-
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PROJECT
NEW CONSTRUCTION : DUPLEX
SUMMARY:
DEMO: EXISTING DUPLEX
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NUMBER OF STORIES : 3
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PARKING: 8
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BEDROOMS: 8
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BATHROOMS: 10
OWNER:
BRIAN STOCKMAR
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P.O. Box 18130
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Denver, Co 80218
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Brian @stockmar.com
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(303) 778 -8593
ARCHITECT:
SCOTT S. TURNIPSEED AIA ARCHITECTURE,
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CONSTRUCTION, & INTERIOR DESIGN, INC.
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A. DAVIS, AIA
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1 143 CAPITOL STREET, SUITE 211
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P.O. BOX 3388
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EAGLE, COLORADO 81631
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alicia @sstaia.com
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(970) 328 -3900
'DAVID YOUNG, PE CONTRACTOR: SAMELSON DEVELOPMENT CORPORATION
5020 COUNTY ROAD 154
GLENWOOD SPRINGS,
COLORADO 81601
dave@hpgeotech.com
(9 70) 945-8454
CIVIL LKP ENGINEERING, INC.
ENGINEER: LUIZA PETROVSKA, PE
P.O. BOX 2837
EDWARDS, COLORADO 81632
luiza @lkpeng.com
(970) 390 -0307
LES SAMELSON
P.O. BOX 418
VAIL, COLORADO 81658
lessamelson @gmail.com
(970) 376 -0076
STRUCTURAL GEBAU, INC.
ENGINEER: JOHN ARNDT, PE
1 121 BROADWAY, SUITE 201
BOULDER, COLORADO 80302
jda @gebau.com
(303) 444 -8545
DRAWING INDEX:
A1.0 COVER SHEET
A1.1 SITE, GRADING, &DRAINAGE PLAN
AND HEIGHT CALCULATIONS
A1.2 LANDSCAPE PLAN
A2.0 GRFA BASEMENT DEDUCTION CALC
A2.1 OVERALL FLOOR PLANS - GRFA
A .l .l SITE COVERAGE PLAN
A2.2 UNIT A LOWER LEVEL FLOOR PLAN
A2.3 UNIT A MAIN LEVEL FLOOR PLAN
A2.4 UNIT A UPPER LEVEL FLOOR PLAN
A2.6 UNIT B LOWER LEVEL FLOOR PLAN
A .7 UNIT B MAIN LEVEL FLOOR PLAN
A2.8 UNIT B UPPER LEVEL FLOOR PLAN
A3.1 FULL ELEVATIONS
A3.1.1 FULL ELEVATIONS
A32 EXTERIOR ELEVATIONS
A3.3 EXTERIOR ELEVATIONS
A3.4 EXTERIOR ELEVATIONS
A3.5 EXTERIOR ELEVATIONS
I�
Town of Vail
Gross Residential Floor Area (GRFA
SEE A2.0 &ELEVATIONS
SITE AREA: 31,598 SQ. FT.
SEE A2.0.1
HEIGHT CALCULATIONS
SEE A1.1
VICINITY MAP:
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bridge \ `\ \ \\ \\ 8408
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Design Review \ Edge of Pavement O Manhole
\ \ \ \ \ \ fag@ °f P pVGm@ \!I E€:8408.24'
Staff Approval \
\ \ nt _
By Joe Batcheller at 4:17 pm, Apr 24, 2014 _ _ -7-
TOWN OF VAIL � � --
- EL8401.61' p
Telex Pedestal Street Light 100 Year Flood PI / / / / / / Phone Street Light \
I 8400 Plan , , / / / o - -- —'� MEr8406.44� Pedestal \\ Extend Culvert 15'+/-
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I II II II 4 s -o.,
i UNIT A
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ROOF HEIGHT
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l \' \ 2' -11" FROM EXISTING
(I II \\ v I // / RADE = 27' -5" 8409'
O ROOF HEIGHT -P
I I I /8402 " 8404 FROM EXISTING
GRADE = 30' -1 1"
m I I I / RIDGE ELEV I �i
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\ I Wate
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UNIT A
MASTER LEVEL T.O. SUBFLOOR:
ELEV: 1 10' -0''
UPPER LEVEL T.O. SUBFLOOR:
ELEV: 106' -0"
MAIN LEVEL T.O. SUBFLOOR:
ELEV: 99' -0" 8410 " -0" USGS
MUDROOM LEVEL T.O. SUBFLOOR:
ELEV: 96' -5"
GARAGE LEVEL T.O. SLAB:
ELEV: 95' -4 114" TO 95' -0" SLOPE TO DRAIN
8406' -0" USGS
LOWER LEVEL T.O. SLAB:
ELEV: 88' -0" 8399' -0" USGS
UNIT B
MASTER LEVEL T.O. SUBFLOOR:
ELEV: 1 1 1 ' -0"
UPPER LEVEL T.O. SUBFLOOR:
ELEV: 107' -0"
MAIN LEVEL T.O. SUBFLOOR:
ELEV: 100' -0" 8411 " -0" USGS
MUDROOM LEVEL T.O. SUBFLOOR:
ELEV: 97-5"
Driveway A\ I GARAGE LEVEL T.O. SLAB:
ASPHALT \\ II ELEV: 96' -4 114" TO 96' -0'' SLOPE TO DRAIN
1243 SQ.FT. UNIT B ,
\ EL;8408,52' 8407 -0 „ USGS
ELEC METER
LOWER LEVEL T.O. SLAB:
♦\ ” " "r "sue % % %h% °� ELEV: 89' -0" 8400' -0" USGS
\O UNIT B
GAS METER C)16
ROOF HE GHT : X 0 O-
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GRADE = 23' -10" ♦ /
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Design Review
Staff Approval
T,�� By Joe Batcheller at 4:17 pm, Apr 24, 2014
bridge
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PLANT SCHEDULE
Common Name
Evergreen - variety 12
(White Fir, Engelmann Spruce,
Blue Spruce, Lodgepole Pine, Douglas Fir)
Deciduous - variety
(Cottonwood, Aspen, Poplar)
1 " = 10 1-011
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Design Review
Staff Approval
TOWN ,' By Joe Batcheller at 4:17 pm, Apr 24, 2014
UNIT
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B
UNIT
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A
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UNIT B
1,622 sq. ff.
UNIT A
1,737 sq. ft.
SITE AREA:
SITE COVERAGE:
ALLOWABLE:
31,598 SQ. FT.
5,404 SQ. FT.
6,320 SQ. FT.
SITE COVERAGE CALCULATION
SCALE: 114 11 = 1' -0"
Scott S. Turnipseed, AIA,
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UNIT A
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SITE AREA:
SITE COVERAGE:
ALLOWABLE:
31,598 SQ. FT.
5,404 SQ. FT.
6,320 SQ. FT.
SITE COVERAGE CALCULATION
SCALE: 114 11 = 1' -0"
Scott S. Turnipseed, AIA,
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Design Review
Staff Approval
TOWN OF VAIL By Joe Batcheller at 4:17 pm, Apr 24, 2014
M
UNIT B
UNIT A
Town of Vail
Gross Residential Floor Area (GRFA
A3.1
TOTAL ALLOWABLE: 8,546 SQ. FT.
revision, unit A LL, 04.07.14:
F
A3.2
F
A3)
Le l
/
/
/
additional
basement area
add 69 sq.ft.
LL was 1233, now 1302
revision, unit B LL, 04.07.14:
additional
basement area
add 67 sq.ft.
LL was 1153, now 1220
MAIN & MUDROOM LEVEL
UPPER & MASTER LEVEL
LOWER LEVEL
(47% deduction)
GARAGE
(600 sf deduction)
TOTAL GRFA
TOTAL GRFA BOTH SIDES
GRFA - ALLOWABLE
UNIT A
1,574 SQ. FT.
1,737 SQ. FT.
1,302 SQ. FT.
-612 SQ.FT.
690 SQ.FT.
927 SQ.FT.
-600 SQ.FT.
327 SQ.FT.
4,328 SQ. FT.
8..432S FT.
8,546 SQ. FT.
Basement Deduction Calculation
ELEVATION:
A 139 SQ.FT.
B 224 SQ.FT.
C 6
61 S
SQ.FT.
D 1
168 S
SQ.FT.
F 7
77 S
SQ.FT.
H 1
113 S
SQ.FT.
1 1
112 S
SQ.FT.
J 2
206 S
SQ.FT.
K 1
107 S
SQ.FT.
L 5
52 S
SQ.FT.
M 3
34 S
SQ.FT.
O 7
78 S
SQ.FT.
1,497 SQ.FT.
Elevation B
revision 04.07.14:
additional basement area
5-6" wider than previous
calculation both sides
41 s.f. x 2 = 82 s.f.
was 142 s.f, now 224 s.f.
UNIT A BASEMENT WALL AREA: 159' -5"
A33
X 9' -1 1$" = 1,586 SQ.FT.
UNIT B BASEMENT WALL AREA:
163' -8" X 9' -1 1$" = 1,628 SQ.FT.
TOTAL AREA = 3,214 SQ.FT.
Elevation H
UNIT B
1,495 SQ. FT.
1,622 SQ. FT.
1,220 SQ. FT.
-574 SQ.FT.
646 SQ.FT.
941 SQ.FT.
-600 SQ.FT.
341 SQ. FT.
4,104 SQ. FT.
revision 04.07.14:
additional basement area
18 11 wider than previous
calculation both sides
6 s.f. x 2 = 12 s.f.
was 101 s.f, now 113 s.f.
47% Basement Deduction
(revised basement deduction 4.7.14) �-
GRFA & 0
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BASEMENT DEDUCTION CALC cj:�
SCALE: 118 =' -° CHANGES TO
APPROVED PLANS SET
APRIL 11, 2014
Scott S. Turripseed, AIA
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GRFA CALCULATION
TOTAL AREA = 3,214 SQ.FT.
Elevation H
UNIT B
1,495 SQ. FT.
1,622 SQ. FT.
1,220 SQ. FT.
-574 SQ.FT.
646 SQ.FT.
941 SQ.FT.
-600 SQ.FT.
341 SQ. FT.
4,104 SQ. FT.
revision 04.07.14:
additional basement area
18 11 wider than previous
calculation both sides
6 s.f. x 2 = 12 s.f.
was 101 s.f, now 113 s.f.
47% Basement Deduction
(revised basement deduction 4.7.14) �-
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Design Review
Staff Approval
O F VAj.L A By Joe Batcheller at 4:17 pm, Apr 24, 2014
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4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE.
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Design Review
Staff Approval
F�� By Joe Batcheller at 4:17 pm, Apr 24, 2014
G
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A
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Design Review
Staff Approval
TOWN � By Joe Batcheller at 4:17 pm, Apr 24, 2014
A
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UNIT B
UNIT A
B
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UNIT B
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NOTES: SCALE:
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2. INTERIOR WALLS 2X4 UNLESS NOTED OTHERWISE.
3. POCKET DOOR WALLS 2X6 UNLESS NOTED OTHERWISE.
4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE.
5. HANDRAIL TO BE 34" -38" ABOVE NOSING OF TREADS, RETURN
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DIMENSION. HANDRAIL CONTINUOUS BETWEEN LANDINGS, TYP.
114 ?I = 1 ' -0"
4 A3.2
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Design Review
Staff Approval
TOWN ! By Joe Batcheller at 4:18 pm, Apr 24, 2014
B
A3.1
UNIT B
MAIN LEVEL FLOOR PLAN
NOTES. SCALE:
1. EXTERIOR WALLS 2X6 UNLESS NOTED OTHERWISE.
2. INTERIOR WALLS 2X4 UNLESS NOTED OTHERWISE.
3. POCKET DOOR WALLS 2X6 UNLESS NOTED OTHERWISE.
4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE.
5. HANDRAIL TO BE 34" -38" ABOVE NOSING OF TREADS, RETURN
ENDS TO WALL. HANDGRIP SHALL BE 14' -2" IN CROSS SECTIONAL
DIMENSION. HANDRAIL CONTINUOUS BETWEEN LANDINGS, TYP.
UNIT
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UN11
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4 A3.2
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Staff Approval
TOWN By Joe Batcheller at 4:18 pm, Apr 24, 2014
OF VAIL
B
A3.1
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UPPER LEVEL FLOOR PLAN
NnTPS-
1. EXTERIOR WALLS 2X6 UNLESS NOTED OTHERWISE.
2. INTERIOR WALLS 2X4 UNLESS NOTED OTHERWISE.
3. POCKET DOOR WALLS 2X6 UNLESS NOTED OTHERWISE.
4. DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE.
5. HANDRAIL TO BE 34" -38" ABOVE NOSING OF TREADS, RETURN
ENDS TO WALL. HANDGRIP SHALL BE 14' -2" IN CROSS SECTIONAL
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0 Received
TOWN OF UA I L By Carolyn
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107' -0"
Main Level B
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100' -0" USGS 8411' -0"
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2. Low Angle Roof: Metal Standing
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Color: Dark Bronze
3. Stucco Siding: 2" foam, wrap into
windows.
Color: Pacific Sand
Texture: light to medium
4. Stucco Trim: at arched windows
5. Wood Trim at windows:
head = 2x8 over 5/8" plywood pad
sill = 2x4 over 5/8" plywood pad
6. Wood trim at garage doors:
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stone.
7. Wood trim at doors:
head = 2x8 over 5/8" plywood pad
legs= 2x6 over 3/4" plywood pad
8. Stone veneer: Drystacked Moss Rock
9. Windows: Aluminum Clad, Wood.
Color: Dark Bronze
10. Decks: 12x12 columns and newel posts
with metal railings.
11. Garage Doors: wood clad
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TOWN � By Joe Batcheller at 4:18 pm, Apr 24, 2014
12
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A3.4
EXTERIOR
ELEVATIONS
Design Review
Staff Approval
T By Joe Batcheller at 4:18 pm, Apr 24, 2014
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UNIT A
REAR ELEVATION
SCALE: 114 H = 1 ' -0"
UNIT A
BASEMENT GRFA CALC
SCALE: 114 H = 1 ' -0"
aster Level Unit A
>. Master Level Subfloor
109' -6"
fain Level Unit A
I Main Level Subfloor
99' -0"
USGS 8410' -0"
)wer Level Unit A
). Lower Level Slab
88' -0"
CHANGES TO
APPROVED PLANS SET
APRIL 11, 2014
Scott S. 7umipseed, AIA
architeLlure I onstrudon I! ntOor design
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