HomeMy WebLinkAboutDRB150249_A1.1a_1446736620.pdf0' 10' 20' 30'
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8376'-9"
8366'-6"
8366'-6"
8365'-4"
8365'-4"
8366'-0"
8376'-0"
8387'-4"
8387'-4"
8397'-7"
8387'-0"
DN
DN
DN
ENTRY
ENTRY
BOULDER WALL:
6' HEIGHT
BOW = 80'
TOW = 86'
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CONTRACTOR TO LOCATE EXISTING SEWER LINE
CONTRACTOR TO VERIFY LOCATION OF NEW SEWER LINE
CONTRACTOR TO VERIFY LOCATION OF EXISTING GAS LINE
CONTRACTOR TO VERIFY LOCATION OF EXISTING ELECTRIC & COMMUNICATION LINES
CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER LINE
LOCATION OF EXISTING GAS AND ELECTRIC METER.
EXTEND LOWER ROOF TO CREATE SHELTER FOR METERS.
EXISTING HOUSE TO REMAIN - FOUNDATION,
FLOORS, AND WALLS ( ROOF STRUCTURE TO BE
REPLACED). SHOWN IN RED HATCH.
LARGE
BOULDER
EXISTING
LARGE
BOULDER
EXISTING
"GROTTO"
PATIO
FLAGSTONE
ON SAND
"GROTTO"
PATIO
PROPOSED LOT SPLIT LINE FOR
DUPLEX. 2 HR FIRE SEPARATION AND
STRUCTURAL SEPARATION AT PARTY
WALL. SEE PARTY WALL DETAIL ON
SHEET A4.6.
WEST
UNIT
EAST
UNIT
ROOF OVERHANGS DO NOT
EXCEED 48" UNLESS NOTED
8390'
8390'
88'
92'
94'
96'
88'
8385' - 8 3/16"
8388' - 10 1/8"
8397' - 2 3/8"
8410' - 9 11/16"
8386' - 9 15/16"
8385' - 8 3/16"
1" / 12"
2" / 12"
82
86'
80
BOULDER WALL:
4' HEIGHT
BOW = 78'
TOW = 82'
BOULDER WALL:
4' HEIGHT
BOW = 78'
TOW = 82'
BOULDER WALL:
6' HEIGHT
BOW = 78'
TOW = 72'
BOULDER WALL:
2' HEIGHT
BOW = 68'
TOW =70'
66
68 70
BOULDER WALL:
2' HEIGHT
BOW = 74'
TOW = 76'
BOULDER WALL:
4' HEIGHT
BOW = 68'
TOW = 72'
BOULDER WALL:
2' HEIGHT
BOW = 76'
TOW = 78'
BOULDER WALL:
2' HEIGHT
BOW = 80'
TOW = 82'
BOULDER WALL:
2' HEIGHT
BOW = 72'
TOW = 70'
BOULDER WALL:
3' HEIGHT
BOW = 82'
TOW = 85'
BOULDER WALL:
4' HEIGHT
BOW = 88'
TOW = 92'
EXISTING FLAGSTONE PATH
AND STAIRS,
-UNHEATED -
TIE INTO NEW PATIO
NEW PATH W/ FLAGSTONE
STEPS
HANDRAIL BOLTED INTO
SIDE OF EXISTING BOULDER
AREA OF UNHEATED
ASPHALT DRIVEWAY =
940 SQ. FT.
30% = 282 SQ. FT. FOR
SNOW STORAGE
3%
GRADE
SNOW STORAGE
COMBINED AREAS
= 450 SQ. FT.
3%
GRADE
AREA OF HEATED
CONCRETE DRIVEWAY
= 1,586 SQ. FT.
10% = 160 SQ. FT. FOR
SNOW STORAGE
SNOW STORAGE
AREA = 220 SQ. FT.
G
E
EXISTING 3%
SLOPE
EXISTING "FRENCH" DRAIN
SEND TO NEW PIPE UNDERGROUND
"FLATTEN" GRADING TO
CREATE YARD
BOULDER WALL:
3' HEIGHT
BOW = 85'
TOW = 88'
20' FRONT SETBACK
15' - 0"
15' SIDE YARD SETBACK
EXISTING STONE WALL
4' WIDE CONC. PAN
W/ 2" INVERT
(NO HEAT)
NOTE: PROVIDE SEPERATE HEAT
ZONE TO PAVEMENT AREAS
WITHIN T.O.VAIL PROPERTY
MARKED TOV OR ROW AT
CONTROL BOX.
NEW CONSTRUCTION BOUNDARY FENCE:
EROSION CONTROL ON DOWNHILL SIDE USE
SILT FENCING AND HAY BAILS.
SPECIAL INSPECTIONS NOTE:
THE GENERAL CONTRACTOR MUST SCHEDULE SPECIAL INSPECTIONS
WITH THE GEOTECHNICAL ENGINEER AS DESCRIBED IN THE SOILS
INVESTIGATION REPORT
UTILITY SCARS TO BE RE-GRADED TO
NATURAL GRADE AND RE-SEEDED W/
NATURAL VEGETATION.
2:1
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D
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N
C
H
2:1 S L O P E S
2:1 SLOPEDBENCH
2:1 SLOPED
BENCH
EXISTING CONDITIONS AT DRIVEWAY ENTRANCE TO REMAIN
17' - 4 7/16"
22' - 0 1/4"
8411' - 3" 8416' - 3 1/4"
8412' - 7 5/8"
8425' - 4 1/4"
8420' - 7 9/16"
8414' - 11 1/16"
8407' - 9 7/16"
7' - 6"
NO PATIO
ENCROACH
-MENT
NOTE: PROVIDE SEPERATE HEAT
ZONE TO PAVEMENT AREAS
WITHIN T.O.VAIL PROPERTY
MARKED TOV OR ROW AT
CONTROL BOX.
8420' - 11 1/16"
(+32'-11 3/4")
(+32'-11")
(+32'-4 1/4")
(+29'-1 3/8")
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CONTRACTOR TO VERIFY LOCATION OF NEW GAS LINE
CONTRACTOR TO VERIFY LOCATION OFNEW ELECTRIC & COMMUNICATION LINES
CONTRACTOR TO VERIFY LOCATION OF NEW WATER LINE
04
02
8418' - 11 3/4"
ASPHALT
DRIVEWAY W/ 10%
GRADE TO REMAIN
RECESSED CANS (4)
RECESSED CANS
1
1
INFORMAL SITE
STAIRS, FLAGSTONE
1
BOULDER WALL:
5' HEIGHT
BOW = 87'
TOW = 92'
2
2
2
1
2
GRAVEL FILL FOR DRAINAGE,
WEEPHOLES BETWEEN BOULDERS.
NOTES:
1. BOULDERS ARE TO BE 1'-6" TO 4'-0" IN DIMENSION AND
SHALL BE OF ANGULAR SHAPE (NOT ROUND).
2. PLACE BOULDERS SO THEY INTERLOCK BOTH
VERTICALLY AND HORIZONTALLY.
3. DIMENSIONS SHOWN ARE APPROXIMATE BUT THE
TOTAL MAY NOT EXCEED 6'-0" AND SLOPE MAY NOT BE
STEEPER THAN 1:2.
4. BACKFILL AND BASE SOILS SHALL BE VERIFIED BY
THE SOILS ENGINEER DURING CONSTRUCTION OF WALL.
6' - 0"
3' - 0"
CLIMATE
ZONE
FENESTRATION
U-FACTOR
SKYLIGHT
U-FACTOR
GLAZED
FENESTRATION
SHGC
CEILING
R-VALUE
WOOD FRAME
WALL R-VALUE
MASS WALL
R-VALUE
FLOOR
R-VALUE
BASEMENT
WALL R-VALUE
SLAB R-VALUE
& DEPTH
CRAWLSPACE
WALL R-VALUE
6 .32 .55 NOT
REQUIRED
49 20 + 5
(OR 13 + 10)
15 / 20 30 15 / 19 10 , 4 ft. 15 / 19
FROM TABLE R402.1.1 - IRC 2012
FROM TABLE N1102.1.1 - IECC 2012
INSULATION MINIMAL VALUES BY CODE
a b c
d e f e
a. Eagle County lies in climate zone 6B.
b. This is a prescriptive maximum u-factor for all windows and doors for a project considered an "addition".
c. This means R-20 for cavity insulation + R-5 for exterior continuous insulation. The Town of Vail has not adopted
the additional R-5 at this time per amendment to section 101.1.
d. The second R-value applies when more than half the insulation is on the interior of the mass wall.
e. "15/19" means R-15 continuous insulation on the interior or exterior of the basement wall -or- R-19 cavity
insulation at the interior of the basement wall (a combination cavity and continuous must equal R-19 as well).
f. R-5 shall be added for heated slabs. The R-values and depth dimension can be spread between perimeter and
under-slab locations.
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS
PERMIT SUBMITTAL 5-6-15 6/22/2015 11:50:24 AM
A1.1 SITE PLAN
1406 Katsos Ranch Renovation
PERMIT SET 5-6-15
6-5-15 Katsos Ranch, LLC 3235 Katsos Ranch Road, Vail CO
LIGHTING LEGEND
COUNT: (15)
WALL SCONCE LIGHT FIXTURES.
COUNT: (6)
RECESSED CANS IN SOFFIT.
EXTERIOR LIGHTS ALLOWED
1 PER 1,000 S.F. OF LOT AREA
= 21 FIXTURES
EXTERIOR LIGHTS PROPOSED
= 21 FIXTURES
HAMPTON BAY
EXTERIOR WALL LANTERN
"QUARRY"
NATURAL SLATE, BRONZE, &
FROSTED AMBER SHADE
RETROFIT WITH SHIELD SHOWN
SIZE: 6" W x 13.6" H x 8.8" D
1" = 10'-0"
1
SITE PLAN - ROOF LEVEL
1/2" = 1'-0"
5
BOULDER WALL
RETROFIT W/ SHIELD FOR
DARK NIGHT SKY
COMPLIANCE
1/4" = 1'-0"
2
2012 Energy Table
MODIFIED FOR TOWN OF VAIL REQUIREMENTS
INSULATION SUMMARY
ALL MINIMUM INSULATION VALUES FROM IRC 2012
ROOF JOIST CAVITY = R-56 (NON-VENTED) (MIN. R-49)
EXTERIOR WALL INSULATION = R-22 (MIN. R-20)
BASEMENT WALL INSULATION = R-24 / R-19 (MIN. R-19)
SLAB PERIMETER INSULATION = R-10 (MIN. R-10)
UNDER-SLAB INSULATION = R-10/ R-15 (MIN. R-10)
FLOOR OVER UNCONDITIONED = R-30 (MIN. R-30)
WINDOWS U-VALUE MAX. = U-.32 (MAX. U-.32)
INSULATION SUBCONTRACTOR MUST VERIFY THAT R-VALUES OF
PROPRIETARY PRODUCTS MEET OR EXCEED THE R-VALUES LISTED ABOVE
AND THAT INSTALLATION PERFORMED PER MANUFACTURER'S
SPECIFICATIONS. ALL INSULATION SHALL COMPLETELY FILL STUD/JOIST
SPACES AND HAVE PROPER AIR-BARRIER SHEATHING ON BOTH SIDES OF
THE STUD/JOIST SPACES.
No. Description Date
1 REV1 - Vail Comments
5-18-15
2 REV2 - Owner Comments
6-4-15
2
DRB
APPROVED
11/4/2015
12:00:00 AM