HomeMy WebLinkAboutDRB150486_A3-4_1446737280.pdfUP
E08'
E04'
E02'
E14'
E12'LO
LOT 7
GGG
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4 6 8
6 8
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6 8
E10'
A4.3
A4.4
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A4.1
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A5.7
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2 1/2" / 12"
6" / 12"
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A5.7
4" / 12"
4" / 12"
6" / 12"
6" / 12"
6" / 12"
2 1/2" / 12"
6" / 12"
6" / 12"
2 1/2" / 12"6" / 12"
6" / 12"
6" / 12"
4' - 0"
4' - 0"
4' - 0"
2' - 6"
1' - 4 1/2"
2' - 0"
4' - 0"
1' - 4 1/2"
2' - 0"
1' - 6"
3' - 0"
2' - 11"
2' - 6"
3' - 0"
1' - 3"
7" 2' - 3 1/2"
2' - 6"
2' - 6"
2' - 6"
1' - 3"
4' - 0"
2' - 6"
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6" / 12"
6" / 12"
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SIM
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A6.9
BUILDING FOOTPRINT
@ UPPER LEVEL
BUILDING FOOTPRINT
@ UPPER LEVEL
BUILDING FOOTPRINT
@ UPPER LEVEL
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A5.3
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A5.4 2
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A5.9
2' - 0"
2' - 6"
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L
L
G1
G4
GD
GD
GC
GC
GA
GA
GB
GB
H H
I I
G5
G2
2" / 12"
2' - 4" 3' - 6 1/2" 4' - 5 1/2" 14' - 11 1/2" 1' - 0 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3" 14' - 3" 1' - 10"
80' - 8"
17' - 4 1/2"
5' - 5 1/2"
1' - 2"
5' - 5 1/2"
29' - 5 1/2"
1' - 9 1/2"8' - 6 1/2"13' - 2"
23' - 6"
1' - 2"
1' - 0"
1' - 4"10" 12' - 3" 3' - 6" 1' - 7" 6' - 0" 2' - 0 7/8" 4' - 11 1/8" 3' - 0" 37' - 8"
G3
6" / 12"6" / 12" 2" / 12"
2" / 12" 2 1/2" / 12"
3
A5.7
T.O. STRUCTURE @ 8339' - 0 3/8"
T.O. EXISTING GRADE @ 8307' - 7"
T.O. STRUCTURE @ 8339' - 0 3/8"
T.O. EXISTING GRADE @ 8307' - 2"
T.O. STRUCTURE @ 8339' - 1 5/8"
T.O. EXISTING GRADE @ 8306' - 7"
T.O. STRUCTURE @ 8338' - 3 1/4"
T.O. EXISTING GRADE @ 8307' - 7 3/8"
*1A
*2A
*3A
*4A
*5A
*6A
T.O. STRUCTURE @ 8338' - 8 5/8"
T.O. EXISTING GRADE @ 8307' - 1"
T.O. STRUCTURE @ 8338' - 8 5/8"
T.O. EXISTING GRADE @ 8307' - 10 1/4"
GENERAL NOTES:
1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN AND SITE PLAN.
2.) PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT
FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL
ROOF AREAS. SEE SPEC FOR MORE INFORMATION.
3.) SEE ELEVATIONS AND RCPS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE.
PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND
FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER.
4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN):
MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL INSULATED PANEL (SIP) TO EXISTING GRADE
DIRECTLY BELOW. DOES NOT INCLUDE APPROX. 1" OF ROOFING.
*1A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 0 3/8"
EXISTING GRADE BELOW RIDGE = 7' - 7"
ROOF HEIGHT = 31' - 5 5/8"
*2A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 0 3/8"
EXISTING GRADE BELOW RIDGE = 7' - 2"
ROOF HEIGHT = 31' - 10 5/8"
*3A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 3 1/4"
EXISTING GRADE BELOW RIDGE = 7' - 7 3/8"
ROOF HEIGHT = 30' - 7 7/8"
*4A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 1 5/8"
EXISTING GRADE BELOW RIDGE = 6' - 7"
ROOF HEIGHT = 32' - 6 5/8"
*5A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 5/8"
EXISTING GRADE BELOW RIDGE = 7' - 7 3/8"
ROOF HEIGHT = 30' - 10 5/16"
*6A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 5/8"
EXISTING GRADE BELOW RIDGE = 7' - 1"
ROOF HEIGHT = 31' - 7 5/8"
PROPOSED SQUARE FOOTAGE ANALYSIS:
3090 Booth Creek Drive, VAIL, CO
Zone District: Two-Family Primary/Secondary Residential ( PS )
Lot is .3.28 acres, equal to 14,288 SF
Allowable GRFA
.46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF
.38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,629 SF
.13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0 SF
_______________________________________________________________________________
Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF
Proposed Square Footage Summary (Both Sides of Duplex Combined)
Habitable SF GRFA
Lower Level 2,247.25 SF 902.5 SF *1
Main Level 2,258.5 SF 2,258.5 SF
Upper Level 2,139.5 SF 2,139.5 SF
Garage area over 600 SF 0 SF
Double height space___________________________649 SF___________
Total 6645.25 SF 5949.5 SF
Total Remaining GRFA 279.5 SF
*1 59% of the Lower Level wall is above existing or finished grade whichever was more
restrictive,
therefore 41% of the Lower Level SF is counted as GRFA (LOWER LEVEL HABITABLE 2,247 SF
* .41 = 902.5 SF) NOTE- THESE NUMBER ARE APPROXIMATE UNTIL SUBGRADE AREA CALCS
ARE COMPLETED
Site Coverage
Allowable Site Coverage is 20% of the lot 2,858 SF
Proposed Site Coverage 2,810.5 SF
Proposed Site Coverage for Roofs beyod 4' 34.00 SF
Total Proposed Site Coverage 2,844.5 SF
Total Remaining Site Coverage both sides 13.5 SF
Landscape Area
Lot Size 14,288 SF
60% Landscape Area Requirement 8,572.8 SF
Lot Size 14,288 SF
LESS
Building Footprint / Driveway -5,092.5 SF
Total Landscape Area 9,195.5 SF
Total Hardscape Area Provided (8.3%) 1,666 SF
Total Softscape Area Provided 7,529 SF
Proposed driveway with snowmelt 2,282 SF
Proposed snowmelt @ south patio/ Firepit 253.5 SF
Proposed snowmelt zone to lower level 299 SF
Setbacks
20' from front
15' from sides
15' from rear
Patio can extend to 1/2 the distance of the setback
Decks can encroach set back 5'
Roof or architectural projections can encroach 4'
Height
Flat or mansard roofs not to exceed 30'
Sloping roof not to exceed 33'
Garage
Allow 600 sq. ft. per unit. before area counts towards GRFA
552 SF is provided.
Parking Required per Chapter 10
Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered 9' x 18' (in
garage) and 3 uncovered 9' x 19' parking spaces are provided.
Scale
Drawn by
Checked by
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Issue Date
REVISION
1/4" = 1'-0"
10/12/2015
11:40:07 AM
A3.4
ROOF PLAN
CWF
HB
REIMERS
RESIDENCE
10/12/2015
3090
BOOTH
CREEK DR. VAIL, CO
TOV FINAL DRB
SUBMITTAL
0' 2' 4' 8' 16'
NORTH
1/4" = 1'-0"
1
ROOF PLAN
No. Revision Date
Revision
Description
DRB
APPROVED
11/4/2015
12:00:00 AM