HomeMy WebLinkAboutDRB120326 plans approvedPROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A0.11107AUGUST 29, 2012 PROJECT INFORMATIONMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS A0.0COVER SHEET A0.1PROJECT INFORMATION L1EXISTING CONDITIONS L2TREE SURVEY L3SITE LAYOUT AND GRADING PLAN L4PLANTING PLAN L5SITE DETAILS L6SITE DETAILS L7LANDSCAPE CALCULATIONS A2.0CRAWL SPACE FLOOR PLAN EX-A2.OEXISTING LOWER LEVEL FLOOR PLAN A2.0aLOWER LEVEL FLOOR PLAN PARTIAL A2.0bLOWER LEVEL FLOOR PLAN PARTIAL EX-A2.1 EXISTING MAIN LEVEL FLOOR PLAN A2.1aMAIN LEVEL FLOOR PLAN PARTIAL A2.1bMAIN LEVEL FLOOR PLAN PARTIAL EX-A2.2 EXISTING ROOF PLAN A2.2ROOF PLAN A2.3LOWER LEVEL GRFA CALCULATIONS A2.4MAIN LEVEL GRFA CALCULATIONS A2.5SITE COVERAGE EX-A3.0EXISTING EXTERIOR ELEVATIONS EX-A3.1EXISTING EXTERIOR ELEVATIONS A3.0EXTERIOR ELEVATIONS A3.1EXTERIOR ELEVATIONS A3.2EXTERIOR ELEVATIONS A3.3BUILDING HEIGHT CALCULATIONS A3.4ROOF PLAN WITH ELEVATIONS EX-A4.0EXISTING BUILDING SECTIONS EX-A4.1EXISTING BUILDING SECTIONS EX-A4.2EXISTING BUILDING SECTIONS A4.0BUILDING SECTIONS A4.1BUILDING SECTIONS E-0FIXTURE SCHEDULE E-1LOWER LEVEL E-2MAIN LEVEL E-3SITE PLAN
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POINTQUARRY TILEREFERENCEREFRIGERATORREQUIREDRESILIENTREVISIONRISERROD AND SHELFROOF DRAINROOMROUGH OPENINGROUGH SAWNSHOULDERSIMILARSPECIFICATION (S)SQUARESQUARE FEETSTANDARDSTEEL STRUCTURALTO BE DETERMINEDTRASH COMPACTORTELEPHONETELEVISIONTONGUE AND GROOVETOP OF BEAMTOP OF CONCRETE SLABTOP OF WINDOW/DOOR FRAMETOP OF PLYWOODTOP OF STEELTOP OF WALLTOWEL BARTREADTYPICALUNLESS NOTED OTHERWISEVERTICALWATER CLOSETWATERPROOFINGWATERPROOFING MEMBRANEWORKPOINTWELDED WIRE FABRICWIDTH, WIDEWINDOWWITHWITHOUTWOODSTONE1 STORY + BASEMENTTYPE OF OCCUPANCY:TYPE OF CONSTRUCTION:LEVELS:TYPE V-NR3 (SINGE FAMILY)PROJECT INFORMATIONMEP ENGINEERARCHITECT STRUCTURAL ENGINEER LANDSCAPE ARCHITECTGENERAL CONTRACTORPROJECT DIRECTORY
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INDEX OF DRAWINGSDOUGLAS MILLER DeCHANT ARCHITECTS Shepherd Resources, Inc / AIA 37347 US Highway 6, Suite 101 PO Box 1624 Avon, CO 81620 (Phone) 970.949.3302 (Fax) 970.949.5121 Monroe & Newell Engineers, Inc.PO Box 1597 Avon, CO 81620 (Phone) 970.949.7768 (Fax) 970.949.4054 Fieldscape PO Box 1871 Avon, CO 81620 (Phone) 970.328.4006Rader Engineering, Inc.40690 Highway 6, Suite E1 PO Box 8610 Avon, CO 81620 (Phone) 970.845.7910 George Shaeffer Construction Co.PO Box 373 Vail, CO 81658 (Phone) 970.845.5656 HEIGHT:EXISTING + NEW ROOF INSULATION & ROOFINGPARKING:EXISTING FIRE SUPPRESSION SYSTEM:YES, TO BE ADDED GRFA:BUILDING LOT SIZE:0.5179 6,039 SF (MAXIMUM=7,483 SF)CURRENT APPLICABLE CODES:ACRES (22,560 SF)PARCEL NUMBER:2101-071-12-003LEGAL DESCRIPTION:VAIL VILLAGE FILING 1 BLOCK: 7 LOT:38 BK-0465 PG-0868 QCD 07-11-87CLASS OF WORK:REMODEL/ADDITIONSlifer Designs 216 Main Street, C-100 Edwards, CO 81632 (Phone) 970.926.8200INTERIOR FIXED FINISHES
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6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS
P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
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'
,
s
i
g
n
i
f
i
c
a
n
t
tr
u
n
k
s
w
e
l
l
30
pi
c
o
8
4'
4,
4
,
4
,
4
,
4
Ba
c
k
f
i
l
l
o
n
w
e
s
t
s
i
d
e
31
pi
p
u
12
8'
3,
3
,
3
,
3
,
3
Ba
r
k
i
n
c
l
u
d
e
d
f
o
r
k
a
n
d
l
e
a
n
32
pi
p
u
12
8'
3,
3
,
4
,
4
,
4
Ba
r
k
i
n
c
l
u
d
e
d
,
f
o
r
k
a
n
d
l
e
a
n
33
pi
e
n
12
6'
4,
4
,
4
,
4
,
4
Fl
a
t
r
o
o
t
c
o
l
l
a
r
o
n
w
e
s
t
s
i
d
e
34
NA
35
ab
l
a
8
9'
4,
3
,
4
,
4
,
4
Fo
r
k
,
b
o
l
e
w
o
u
n
d
36
pi
c
o
6
3'
4,
3
,
3
,
3
,
3
37
pi
p
u
12
6'
4,
4
,
4
,
3
,
2
38
pi
c
o
7
4'
4,
3
,
3
,
3
,
3
39
pi
e
n
15
10
'
4,
4
,
4
,
4
,
4
40
pi
c
o
13
10
'
4,
4
,
4
,
4
,
4
41
pi
e
n
6
4'
3,
4
,
4
,
3
,
3
Sc
a
l
e
42
pi
e
n
7
5'
4,
4
,
4
,
4
,
4
43
pi
e
n
7
5'
4,
4
,
4
,
4
,
4
44
pi
e
n
7
6'
4,
4
,
4
,
4
,
4
45
pi
e
n
8
5'
4,
4
,
4
,
4
,
4
46
pi
e
n
27
13
'
4,
4
,
4
,
4
,
4
Li
g
h
t
b
a
c
k
f
i
l
l
o
n
u
p
h
i
l
l
s
i
d
e
47
pi
e
n
7
7'
4,
3
,
3
,
3
,
3
Fo
r
k
e
d
w
i
t
h
4
8
,
4
9
,
b
r
a
n
c
h
e
d
on
1
s
i
d
e
48
pi
e
n
11
8'
4,
3
,
3
,
4
,
3
Fo
r
k
e
d
w
i
t
h
4
7
,
4
9
,
b
r
a
n
c
h
e
s
on
1
s
i
d
e
49
pi
e
n
14
9'
4,
3
,
2
,
2
,
2
Fo
r
k
e
d
w
i
t
h
4
8
,
4
7
,
b
r
a
n
c
h
e
s
on
1
s
i
d
e
,
b
o
t
t
o
m
d
e
a
d
50
pi
e
n
27
11
'
4,
4
,
4
,
3
,
3
Sc
a
l
e
51
pi
e
n
14
8'
4,
3
,
4
,
4
,
3
Fo
r
k
e
d
w
i
t
h
5
2
,
s
c
a
l
e
52
pi
e
n
13
8'
4,
3
,
4
,
4
,
3
Fo
r
k
e
d
w
i
t
h
5
2
,
s
c
a
l
e
53
po
t
r
7
8'
4,
2
,
4
,
4
,
4
Ap
h
i
d
54
po
t
r
5
3'
4,
4
,
4
,
4
,
4
Ap
h
i
d
,
g
r
o
w
i
n
g
i
n
t
o
r
o
o
f
55
po
t
r
5
3'
4,
4
,
4
,
4
,
4
Ap
h
i
d
,
g
r
o
w
i
n
g
i
n
t
o
h
o
u
s
e
56
ma
l
u
s
6
9'
4,
4
,
4
,
3
,
4
,
4
Sp
r
o
u
t
s
,
b
r
o
k
e
n
b
r
a
n
c
h
e
s
,
sa
p
s
u
c
k
e
r
57
pr
v
a
4
4'
4,
4
,
3
,
3
,
3
Th
i
n
f
o
l
i
a
g
e
,
w
e
a
k
s
t
r
u
c
t
u
r
e
58
ma
l
u
s
5
4'
4,
4
,
3
,
3
,
4
Th
i
n
f
o
l
i
a
g
e
,
w
e
a
k
s
t
r
u
c
t
u
r
e
59
po
t
r
3s
t
/
7
8'
4,
4
,
4
,
4
,
4
Ap
h
i
d
60
po
p
u
2
3'
4,
4
,
4
,
4
,
4
Ap
h
i
d
61
pi
p
u
2
3'
4,
3
,
4
,
4
,
4
Fo
r
k
,
s
c
a
l
e
62
po
p
u
2
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
63
pi
m
u
1
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
64
po
p
u
2
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
65
pi
m
u
2
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
66
pi
a
r
4
4'
4,
4
,
3
,
4
,
4
Fo
r
k
67
po
t
r
2s
/
8
6'
4,
4
,
4
,
4
,
4
Ap
h
i
d
68
po
t
r
5
4'
4,
4
,
4
,
4
,
4
Na
r
r
o
w
c
r
o
w
n
,
a
p
h
i
d
69
po
t
r
7
6'
4,
4
,
4
,
4
,
4
Ap
h
i
d
70
po
t
r
3s
/
5
10
'
4,
4
,
4
,
4
,
4
Ap
h
i
d
71
po
t
r
2s
/
5
6'
4,
4
,
4
,
4
,
4
Ap
h
i
d
72
pi
m
u
1
3'
4,
4
,
4
,
4
,
4
Sc
a
l
e
74
ma
l
u
s
5
6'
4,
4
,
3
,
4
,
4
Sp
r
o
u
t
s
,
b
r
o
k
e
n
b
r
a
n
c
h
,
s
a
p
su
c
k
e
r
75
pr
v
a
4
4'
4,
3
,
3
,
3
,
3
Sa
p
s
u
c
k
e
r
,
p
r
u
n
e
m
a
i
n
le
a
d
e
r
s
p
r
o
u
t
,
o
v
e
r
t
o
p
p
e
d
76
pi
m
u
1
5'
4,
4
,
4
,
4
,
4
Sc
a
l
e
77
la
r
c
h
2
3'
3,
3
,
4
,
4
,
4
78
pi
p
u
2
2'
4,
3
,
4
,
4
,
4
Fo
r
k
Re
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m
m
e
n
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s
1.
Tr
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m
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t
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t
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t
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r
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2.
Tr
e
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t
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m
a
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3.
Tr
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m
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4.
Tr
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m
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5.
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7.
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8.
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m
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11
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12
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15
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1
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9
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P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
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193 Beaver Dam Road
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Scale: 1"=10'-0"
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P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
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L5
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Native Grass Mix to Match Existing Grasses Wildflower Seed Mix
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Mixed Perennials SBMountain Snowberry Quaking AspenRedtwig Dogwood Mugo Pine
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4
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Plant Sched
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CommonNameScientificName
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Symbol
D e c i d u o u s
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#5#5
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oreophilus BRDCornus stoloni
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6
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9
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Ribes aureumGolden/YellowFlowering Currant GCCLMiscanthus sininsi
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3
DKLSyringa meyeri'Palibin'
#5
Buffalo Juniper
1
BUFJuniperus sabin
a
'Buffalo'
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General Notes and Specifications1. Location of all trees shall be staked by the Contractor and approved by the Landscape Architectprior to final installation.2. Exact placement and shape of planting beds shall be reviewed by the Landscape Architect priorto installation of irrigation system.3. All plant materials shall be backfilled with one part peatmoss/compost mixture with two partstopsoil.4. All plants shall be "Colorado Grown", "Colorado Fielded" or "Northern Grown".5. Spruce trees to be nursery grown with leader in tact and undamaged.6. All herbaceous planting beds shall be amended with well rotted manure/compost mixture (onecubic yard compost per 350 s.f. one cubic yard sphagnum peatmoss per 250 s.f.) and tilled intorock-free topsoil to a minimum depth of 6".7. All herbaceous beds shall be top dressed with 1" extra fine shredded hardwood bark mulch.8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardwood bark mulch.9. All plant beds shall receive Mira-Fi filter fabric or equal weed barrier.10. Place a variety (species and bloom) of perennials and ground covers in masses (min. 6 plants)where designated on Plan. Plant masses of bulbs in perennials beds.11. All deciduous trees 212" cal. and greater shall be staked with 6' steel "T" stakes and guyed with#14 gauge galvanized wire and 112" wide x 18" green nylon tree straps; all trees less than 212" cal.shall be staked by 6' Lodgepole stakes with the same guying and wrapping specifications.12. All deciduous trees shall be provided with a tree well at its base. Wells are to be earthconstructed, having a minimum shallow depth of 4".13. All newly planted trees shall be rootfed at time of installation. Rootfeeding shall consist of aliquid root growth stimulator including vitamin B-2 and al slow release fertilizer composedof14+14+10+2% iron.14. All trees, shrubs, vines and mixed flowers shall receive drip irrigation at a schedule consistentwith their individual needs. All sod areas shall receive spray irrigation with 100% overlap. Alldisturbed areas shall be revegetated with native grasses and wildflower grasses and shall receivetemporary irrigation for a minimum of 2 growing seasons; thereafter decrease water applicationgradually.15. Aspen trees shall be field collected with a minimum of three clear trunks unless otherwisespecified.16. Unless otherwise noted on the drawings or technical specifications, all planting beds shall beseparated from sod and revegetation areas by Bend-A-Board edger.17. One application of di-ammonium phosphate fertilizer, 18-46-0 shall be broadcast prior toseeding at a rate of 7-8 lbs per 1,000 s.f.18. All disturbed areas to be revevetated with native grasses shall be revegetated by sewing thefollowing seed mixture at a rate of 42 lbs. per acre:Seed% mixSheep Fescue20Creeping Red Fescue20Canada Bluegrass20Canby Bluegrass20Rocky Mountain Wildflower Mix2019. All areas to receive wildflower seeding shall be sewn with the following mix of wildflowerseed:Seed% mixSiberian Wallflower15.08Perennial Lupine13.08Sweet Williams Pink12.04Rocky Mountain Penstemmon12.04Perennial Gallardia12.04Blue Flax10.04Dwarf Cornflower6.04Annual Baby's Breath6.04Corn Poppy3.04California Poppy3.00Dame's Rocket3.00Shasta Daisy3.00Giant Columbine1.00White Yarrow.32Aspen Daisy.2420. All seed, sown and fertilized area are to be lightly raked into the soil.21. Mulch all sown areas with 2-3" straw or hay, free of weeds.22. All straw mulched areas area to be tackified with an appropriate organic tackifier at the rate of120 lbs. per acre.23. All finish grades shall provide for natural runoff of water without low spots or pockets. Setflow lines accurately and provide a minimum 2% and a maximum 33% gradient unless otherwisenoted. Contractor shall be responsible for positive drainage throughout the site with accurately setflow lines. No low spots or ponding of water will be accepted in the final work. Positive drainageshall occur away from all improvements.24. "Specimen" plant material shall be flagged at the holding nursery for approval from theLandscape Architect.25. Plant quantities in the Plant Schedule are for information only. Landscape Contractor isresponsible to do their own quantity take-offs for all plant material on the Plans. In case ofdiscrepancy, the Plans take precedence over the Plant Schedule.26. Contractor shall field verify existing grades, utilities and conditions, and notify the Owner ofany discrepancies before starting work or making modifications. Contractor will be required tocomplete the work of this project according to the proposed drawings, details and specifications.If conflicts arise in the field, contact the Owner or Owner's representative for resolution.27. Verify locations and conditions of existing trees and plant materials prior to beginning work.Contractor shall take appropriate measures to protect them and avoid compaction within theirdrip lines. Avoid cutting of roots over 1" in diameter. Damage to existing plant material by theContractor shall result in the Contractor replacing damaged material at his/her cost.28. It shall be the Landscape Contractor's responsibility to conform to all design criteria as notedon the Drawings or the technical specifications. Any discrepancies, deletions, additions oralterations to the Drawings or specifications shall be presented in writing to the project LandcapeArchitect prior to installation.29. The Landscape Contractor shall submit the Company's written document regarding its policyin plant guarantee and replacement to the Owner. Each guarantee shall conform to the minumumstandard of replacing all material, including labor, due to the sickness or death of a plant for theperiod of one year following final acceptance.30. The Landscape Architect will have the sole and exclusive right to accept and reject any plantmaterial brought onto the Site which he/she may find unacceptable.31. The Landscape Architect must have a minimum of 24 hours notice prior to a desired site visit.32. Topsoil Depth: all shrub beds shall receive a minimum of 12" topsoil; sod areas to receive 18"topsoil.33. Watering schedule for sod areas: soak newly-installed sod to field capacity; keep moist for twoweeks, adjusting for the weather conditions; gradually reduce the watering to allow for the rootsto stretch and search for water. Once this is established, use a soil tensionmeter to avoidover-moisture of the soil.34. Erosion control blankets are to be used on steep slopes, generally steeper than 3:1, and slopeswhere erosion hazard is high and in sensitive areas such as steams and wetlands and whereplanting is likely to be slow in providing adequate protective cover. Additionally, it shall be usedon slopes where mulch must be anchored and other methods such as crimping or tackifying areneither feasible nor adequate.a. Mats/ Blankets shall be installed vertically.b. The sloped surface shall be free of rocks, clods of dirt, sticks, and grass. Mats/Blankets shall have a good soil contact.c. Apply permanent seeding before placing the mat.d. Lay the Blankets loosely and stake or staple to maintain direct contact with the soil.Do not stretch.3) Nylon webbing strap
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(970) 328-4006 phone ric@fieldscape.net
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P.O. Box 1871 Avon Colorado 81620
(970) 328-4006 phone ric@fieldscape.net
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE EX-A2.01107AUGUST 29, 2012 EXISTING LOWER LEVEL FLOOR PLANMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.0a1107AUGUST 29, 2012 LOWER LEVEL FLOOR PLAN PARTIALMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS N
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FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A WITH 2X4 WOOD STUDS U.N.O. SEE PLANS FOR DIMENSIONS.2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS/STEPS & GRADE 3. ALL SHADED WALLS ARE NEW.4. ALL WINDOWS AND DOORS ARE NEW.1 A3.0
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE EX-A2.11107AUGUST 29, 2012 EXISTING MAIN LEVEL FLOOR PLANMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS
DN UPFLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A WITH 2X4 WOOD STUDS U.N.O. SEE PLANS FOR DIMENSIONS.2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS/STEPS & GRADE 3. ALL SHADED WALLS ARE NEW.4. ALL WINDOWS AND DOORS ARE NEW.3 A3.0
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RO
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20
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20
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A
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9' - 0"
2' - 8 3/8"
12' - 0"
2' - 8 5/16"
5' - 5"5' - 5"6"
14
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16"
10' - 6"
FIXED
FIXED
FIXED
FIXED
SC
R
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N
SC
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SCREEN
DW
5
1
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4
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9
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3
1
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DW
20
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81
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23 R @ 6-11/16"
22 T @ 11-5/16"
EXISTING STAIR 19R @ 6-5/8"18T @ 10-3/16"DNEXISTINGSTAIR3R @ 7-5/16"2T @ 12"
20
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20
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GUARDRAIL
GU
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A
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4' - 2"2' - 11"1' - 4 1/2"
2'
-
8
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1
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1
0
5
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8
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3
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2
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5'
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4
1
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4' - 11 3/8"9 5/8"
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1
3
5
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5'
-
3
1
/
4
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2' - 0"
2'
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1
3
/
8
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6' - 0 5/8"
W3
A
W3
A
W3
C
W2
A
W2
A
17
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-
1
1
3
/
8
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7
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-
0
3
/
8
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6 3/8"
8 2°
8°
2' - 6"
5'
-
0
"
75
'
-
0
"
11' - 2 3/4"2' - 9 1/4"2' - 9 1/4"12' - 4 3/4"8' - 0"
37' - 2"11' - 2 3/4"2' - 9 1/4"2' - 9 1/4"12' - 4 3/4"8' - 0"
CO
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G
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3'
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0
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6' - 6 13/16"
2' - 3"
W3
A
W3
A
W3
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W3
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W3E2W3AW3A
2 A3.2
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SKI LOCKER
3'
-
8
1
/
8
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3
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-
1
0
3
/
1
6
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2'
-
1
0
3
/
4
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W2
A
W2
A
W2
A
W2
A
W1E1 W1E1
4'
-
0
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1' - 9 9/16"
2' - 1 5/8"
6' - 6 3/4"
3' - 5 7/16"
4'
-
0
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4
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-
0
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3' - 11"
NE
W
S
T
O
N
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C
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NEW STONE CAPNEW STONE CAP
NE
W
S
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F5
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F5
A
F5
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F5
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3
F5
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3
F5
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3
F5
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3
F5
A
F4
A
F4A
F5
A
F4
A
F5
E
F5
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3
F5E3F5E3F5E3 PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.1a1107AUGUST 29, 2012 MAIN LEVEL FLOOR PLAN PARTIALMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS N
SC
A
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1
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4
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=
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-
0
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1
MA
I
N
L
E
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E
L
F
L
O
O
R
P
L
A
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS
1 A3.0
7
8
9
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0
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1
8
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0
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32
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MA
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.
1
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7'
-
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6'
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7
1
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6
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11
1
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2
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1
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1
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37' - 2"
11' - 2 3/4"2' - 9 1/4"2' - 9 1/4"12' - 4 3/4"8' - 0"
10
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1
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3' - 4 1/2"
NE
W
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ON
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FLOOR PLAN GENERAL NOTES 1. ALL INTERIOR WALLS ARE WALL TYPE W4A WITH 2X4 WOOD STUDS U.N.O. SEE PLANS FOR DIMENSIONS.2. REFERENCE SITE PLAN FOR ACTUAL EXTERIOR PATIOS/STEPS & GRADE 3. ALL SHADED WALLS ARE NEW.4. ALL WINDOWS AND DOORS ARE NEW.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.1b1107AUGUST 29, 2012 MAIN LEVEL FLOOR PLAN PARTIALMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
SC
A
L
E
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1
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4
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=
1
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0
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1
MA
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L
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P
L
A
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'N8-24-12FINAL DRB REVISIONS
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE EX-A2.21107AUGUST 29, 2012 EXISTING ROOF PLANMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS
3 A3
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R1
A
R1
A
R1
A
R1
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R3
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R3
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R3
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R3
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ROOF PLAN GENERAL NOTES 1. ALL EXISTING ROOFING TO BE REPLACED WITH PRE-PATINATED COPPER STANDING SEAM ROOF. ALL NEW ROOFING TO MATCH.2. NEW SNOW FENCES TO BE REPLACED WITH METAL SNOW FENCES OR WILL MATCH EXISTING.3. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.21107AUGUST 29, 2012 ROOF PLANMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
SC
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1
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N6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS
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LOWER LEVEL GRFA CALCULATION LOWER LEVEL FLOOR AREA2929 SF TOTAL WALL AREA PER TOV CODE SECTION 12-15-32324 SF TOTAL WALL AREA UNEXPOSED94 SF 94 SF / 2324 SF = 3.4%.034 X 2929 SF = 100 SF 2929 SF - 100 SF = 2829 SF = GRFA AT LOWER LEVEL
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CROSS-HATCHED AREA REPRESENTS 11 SF ADDED GRFA,WHICH IS INCLUDED IN FLOOR TOTALSLOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"12
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MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD A2.31107AUGUST 29, 2012 LOWER LEVEL GRFA CALCULATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONSDATEISSUE
SC
A
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1
LO
W
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R
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.41107AUGUST 29, 2012 MAIN LEVEL GRFA CALCULATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
SC
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1
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A2.51107AUGUST 29, 2012 SITE COVERAGEMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS8-29-12FINAL DRB REVISIONS
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A3.01107AUGUST 29, 2012 EXISTING EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONSDATEISSUE6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A3.11107AUGUST 29, 2012 EXISTING EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONSDATEISSUE6-25-12DD ESTIMATE 7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS
1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES TO BE NEW OR REPAINTED/REPAIREDELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 2. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.3. ALL WINDOWS AND DOORS ARE NEW.4. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.DCOPPER PANELS
1
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?APROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.01107AUGUST 29, 2012 EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
SC
A
L
E
:
1
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4
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=
1
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SC
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SC
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6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'8-24-12FINAL DRB REVISIONS 8-27-12WINDOW SHOPS 8-29-12FINAL DRB REVISIONS
1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES TO BE NEW OR REPAINTED/REPAIREDELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 2. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.3. ALL WINDOWS AND DOORS ARE NEW.4. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.DCOPPER PANELS LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"1
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3
4
5
6
7
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AAMAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"PROPOSED FINISHED GRADEEXISTING GRADE
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81
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.11107AUGUST 29, 2012 EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
SC
A
L
E
:
1
/
4
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=
1
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-
0
"
4
NO
R
T
H
E
L
E
V
A
T
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O
N
6-20-12DRB CONCEPTUAL 6-25-12DD ESTIMATE 7-23-12FINAL DRB 04'8'2'
SC
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1
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4
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B
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8-24-12FINAL DRB REVISIONS 8-27-12WINDOW SHOPS 8-29-12FINAL DRB REVISIONS
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"cc
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89 ENTRY LEVEL T O STONE 8157' - 0 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
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1. EXTERIOR WALL FINISHES INDICATED ON ELEVATIONS -ALL WALL FINISHES TO BE NEW OR REPAINTED/REPAIREDELEVATION GENERAL NOTES A6" DRY STACK STONE VENEER (NEW OR REPLACE EXISTING)BWOOD HORIZONTAL CNOT USED 2. STONE HATCH INDICATED ON EXTERIOR ELEVATIONS REPRESENT LOCATION OF STONE VENEER ONLY AND SHOULD NOT BE REFERENCED FOR PATTERN, STYLE OR SIZE.3. ALL WINDOWS AND DOORS ARE NEW.4. ALL GUTTERS AND DOWN SPOUTS TO BE COPPER AND SHALL NOT BE PRE-PATINATED.DCOPPER PANELS PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.21107AUGUST 29, 2012 EXTERIOR ELEVATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
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8-24-12FINAL DRB REVISIONS 8-27-12WINDOW SHOPS 8-29-12FINAL DRB REVISIONS
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
dd
ccaabb ENTRY LEVEL T O STONE 8157' - 0 5/8"
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30' - 11 5/8"
29' - 8"
28' - 2 11/16"
81
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8174' - 6 5/8"8143' - 7"
81
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81
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81
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23' - 2 1/8"
22' - 10 15/16"
16' - 7 3/16"
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LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
1
2
3
4
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89 ENTRY LEVEL T O STONE 8157' - 0 5/8"MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"
PR
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25' - 3 3/16"
29' - 8"30' - 11 5/8"
25' - 6 5/8"
28' - 4 1/4"
24' - 11 3/16"
28' - 2 11/16"
81
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81
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8173' - 8"8174' - 6 5/8"8143' - 7"8144' - 0"
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LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"1
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MAIN LEVEL T O PLY 8154' - 11 1/8"LOWER LEVEL T O PLY 8144' - 7 1/8"PROPOSED FINISHED GRADEEXISTING GRADE
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29' - 4 1/2"
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30' - 11 5/8"
28' - 4 1/4"
20' - 9 1/4"
81
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81
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.31107AUGUST 29, 2012 BUILDING HEIGHT CALCULATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
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08'16'4'7-23-12FINAL DRB 8-24-12FINAL DRB REVISIONS 8-29-12FINAL DRB REVISIONS
12:12 12:12
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8173' - 8"RIDGE RIDGE 25'-10" TO FINISHED GRADE +8147'-10"8174' - 6 5/8"RIDGE RIDGE 28'-6-5/8" TO FINISHED GRADE +8146'-0"8174' - 6 5/8"RIDGE RIDGE 31'-0-5/8" TO FINISHED GRADE +8143'-6"8164' - 2 3/4"EAVE 21'-8-3/4" TO FINISHED GRADE +8142'-6"EAVE
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A3.41107AUGUST 29, 2012 ROOF PLAN WITH ELEVATIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A4.01107AUGUST 29, 2012 EXISTING BUILDING SECTIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONSDATEISSUE6-25-12DD ESTIMATE 8-29-12FINAL DRB REVISIONS
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A4.11107AUGUST 29, 2012 EXISTING BUILDING SECTIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONSDATEISSUE6-25-12DD ESTIMATE 8-29-12FINAL DRB REVISIONS
PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD EX-A4.21107AUGUST 29, 2012 EXISTING BUILDING SECTIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONSDATEISSUE6-25-12DD ESTIMATE 8-29-12FINAL DRB REVISIONS
LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A4.01107AUGUST 29, 2012 BUILDING SECTIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS6-25-12DD ESTIMATE
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LOWER LEVEL T O GYPC 8144' - 8 5/8"MAIN LEVEL T O STONE 8155' - 2 5/8"
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PROJECT:DOUGLASMILLERDECHANTARCHITECTS S H E P H E R D R E S O U R C E S I N C / A I A P O S T O F F I C E B O X 1 6 2 4 A V O N C O L O R A D O 8 1 6 2 0 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 W W W . S R I A R C H I T E C T . C O M 193 BEAVER DAM RD.BLOCK: 7 , LOT: 38 VAIL VILLAGE FILING 1 VAIL, COLORADODATEISSUE A4.11107AUGUST 29, 2012 BUILDING SECTIONSMARSHALLRESIDENCEREMODELFINAL DRB REVISIONS6-25-12DD ESTIMATE
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