HomeMy WebLinkAbout04-14-14 LANDERS arch PERMIT SET.pdfDN
15.0'
BUILDING
SETBACK
8040
8040
8050
8050
8050
8050
E
3"
8"
8"
6"
6"
8"
8"
8"
10"
6"
10"
4"
8"
8"
6"
6"
6"
3"
3"
8"
6"
6"
3"
6"
S
4"
FRONT SETBACK
REMOVED (4)EXISTING
TREES OTHERS TO REMAIN
ASPHALT
DRIVEWAY
ENTRY
ENTRY
WEST
HOUSE
EAST
HOUSE
ADDITION SHOWN
HATCHED
SITE COVERAGE
AREA = 250 S.F.
GARAGE
GARAGE
SITE COVERAGE
(HOUSES COMBINED)
EXISTING = 3,609 SQ. FT.
ADDITION = 250 SQ. FT.
PROPOSED = 3,859 SQ FT.
NEW ROOF
PROPOSED
DECK ADDITION
0 5' 10' 20 40
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS4/14/2014 1:31:49 PM
A1.1 SITE PLAN
1354 LANDERS RENOVATION Permit Set
03-06-14
John & Debra Landers
1454W Greenhill Court
Vail, CO 81658
1" = 10'-0"
1
SITE PLAN
SATELLITE PHOTO VICINITY MAP
LOCATION
No. Description
Date
Duplex Residence
Owner: John and Debra Landers
2530 Outlook Trail
Broomfield, CO 80020
Location: 1454 Greenhill Court #W, Vail, CO 81657
Glen Lyon Subdivision Lot 1
Parcel # 2103-124-02-011
PROJECT / CODE SUMMARY
Class of Work: Alteration / Renovation / Addition
Type of Construction: Type V-N
Type of Occupancy: R3 (duplex)
Levels: 2-story
Sprinkler system : No
LANDERS RENOVATION
1454 GREENHILL COURT #W, VAIL, CO
Architect: Jeff Manley - Martin Manley Architects
PO Box 1587
Eagle CO 81631
jeff@martinmanleyarchitects.com
970-328-1299
Sheet List
Sheet Number Sheet Name
A1.1 SITE PLAN
A1.2 AREA PLANS
A2.0 LOWER LEVEL PLAN
A2.1 MAIN LEVEL AND ROOF PLAN
A2.2 ELEVATIONS
A2.3 SECTIONS
A3.1 DETAILS & ENERGY CODE
Grand total: 7
Project to have MORE than 50% of the existing
gypsum wall board to remain intact
INSULATION SUMMARY
ALL MINIMUM INSULATION VALUES FROM IRC 2012
ROOF RAFTERS = R-51 (MIN. R-49)
EXTERIOR WALL INSULATION = R-22 (MIN. R-20)
BASEMENT WALL INSULATION = R-19 (MIN. R-19)
HEATED SLAB INSULATION = R-15 (MIN. R-15)
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.
LIGHTING SUMMARY
EXTERIOR LIGHTING:
EXISTING EXTERIOR FIXTURES ARE DARK NIGHT SKY COMPLIANT
AND WILL BE RE-USED IN NEW LOCATIONS.
INTERIOR LIGHTING:
GENERAL CONTRACTOR TO MEET 2009 IRC REQUIREMENT SECTION
N1104.1 LIGHTING EQUIPMENT:
"A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY
INSTALLED LIGHING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.
STRUCTURAL ENGINEERING INDEX
S1 COVER SHEET + DETAILS + GENERAL NOTES
S2 FOUNDATION PLAN + DETAILS
S3 MAIN FLOOR FRAMING PLAN + DETAILS
S4 ROOF FRAMING PLAN + DETAILS
ARCHITECTURAL INDEX
SEE SHEET A3.1 - DETAILS & ENERGY CODE
07/16/14
UP
UP
UP
1335 SF
E LOWER EXIST
568 SF
W GARAGE
730 SF
W LOWER EXIST
542 SF
E GARAGE
THIS AREA UNDER 5'-0"
HEIGHT - NOT
MEASURED FOR GRFA
54 SF
W ADD GARAGE
205 SF
W ADD BEDROOMS
AND BATH
2127 SF
E MAIN EXIST
1238 SF
W MAIN EXIST
AREA OF 16'+ CEILING HEIGHT
= 78 S.F.
AREA OF 16'+ CEILING HEIGHT
= 34 S.F.
158 SF
W ADD DINING
113 SF
W ADD LIVING
149 SF
W ADD MASTER SUITE
10' - 2"
188 s.f. - Total Wall
84 s.f. - Unexposed Wall
617 s.f. - Total Wall
154 s.f. - Unexposed Wall
411 s.f. - Total Wall
0 s.f. - Unexposed Wall
EAST UNIT - SOUTH
EAST UNIT - EAST EAST UNIT - NORTH
WEST UNIT - West
255 s.f. - Total Wall
0 s.f. - Unexposed Wall
WEST UNIT - SOUTH
320 s.f. - Total Wall
123 s.f. - Unexposed Wall
EAST UNIT - WEST
130 s.f. - Unexposed Wall
348 s.f. - Total Wall
305 s.f. - Total Wall
0 s.f. - Unexposed Wall
WEST UNIT - NORTH
286 s.f. - Total Wall
160 s.f. - Unexposed Wall
WEST UNIT - EAST
LOWER LEVEL WALL SUMMARY (WEST UNIT)
TOTAL WALL = 1,166 S.F.
TOTAL UNEXPOSED WALL = 283 S.F.
LOWER LEVEL AREA REDUCTION = 24%
LOWER LEVEL WALL SUMMARY (EAST UNIT)
TOTAL WALL = 1,564 S.F.
TOTAL UNEXPOSED WALL = 368 S.F.
LOWER LEVEL AREA REDUCTION = 23%
EAST HOUSE - GRFA CALCULATIONS:
TOWN OF VAIL ZONING REGULATIONS
BASEMENT PERCENTAGE CALCULATIONS:
TOTAL WALL SURFACE = 1,564 S.F.
TOTAL UNEXPOSED WALL SURFACE = 368 S.F.
PERCENTAGE OF
UNEXPOSED WALL SURFACE = 23%
LOWER LIVING EXISTING = 1335 S.F.
GARAGE AREA = 542 S.F.
TOTAL LOWER LEVEL = 1,877 S.F.
UNEXPOSED DEDUCTION (23%)= -431 S.F.
LOWER LEVEL SUB-TOTAL = 1,446 S.F.
GARAGE EXEMPTION = -542 S.F.
LOWER LEVEL GRFA TOTAL = 904 S.F.
MAIN LEVEL EXISTING = 2,127 S.F.
16' VAULTED ADDITIONAL = 34 S.F.
MAIN LEVEL GRFA TOTAL = 2,161 S.F.
TOTAL GRFA = 3,065 S.F.
The deduction shall be applied to all horizontal
areas on the lowest level of a structure, including
garages.
EXISTING
WEST HOUSE - GRFA CALCULATIONS:
TOWN OF VAIL ZONING REGULATIONS
BASEMENT PERCENTAGE CALCULATIONS:
TOTAL WALL SURFACE = 1,166 S.F.
TOTAL UNEXPOSED WALL SURFACE = 283 S.F.
PERCENTAGE OF
UNEXPOSED WALL SURFACE = 24%
LOWER LIVING EXISTING = 730 S.F.
LOWER LIVING NEW = 205 S.F.
GARAGE AREA EXISTING = 568 S.F.
GARAGE AREA NEW = 54 S.F.
TOTAL LOWER LEVEL = 1,557 S.F.
UNEXPOSED DEDUCTION (24%) = -374 S.F.
LOWER LEVEL SUB-TOTAL = 1,183 S.F.
GARAGE EXEMPTION = -600 S.F.
LOWER LEVEL GRFA TOTAL = 583 S.F.
MAIN LEVEL EXISTING = 1,238 S.F.
MAIN LEVEL NEW = 420 S.F.
16' VAULTED ADDITIONAL= 78 S.F.
MAIN LEVEL GRFA TOTAL = 1,736 S.F.
TOTAL GRFA = 2,319 S.F.
NEW
WEST HOUSE - GRFA CALCULATIONS:
TOWN OF VAIL ZONING REGULATIONS
BASEMENT PERCENTAGE CALCULATIONS:
TOTAL WALL SURFACE = 1,166 S.F.
TOTAL UNEXPOSED WALL SURFACE = 283 S.F.
PERCENTAGE OF
UNEXPOSED WALL SURFACE = 24%
LOWER LIVING EXISTING = 730 S.F.
GARAGE AREA = 568 S.F.
TOTAL LOWER LEVEL = 1,298 S.F.
UNEXPOSED DEDUCTION (24%) = -311 S.F.
LOWER LEVEL SUB-TOTAL = 987 S.F.
GARAGE EXEMPTION = -568 S.F.
LOWER LEVEL GRFA TOTAL = 419 S.F.
MAIN LEVEL EXISTING = 1,238 S.F.
16' VAULTED ADDITIONAL = 78 S.F.
MAIN LEVEL GRFA TOTAL = 1,316 S.F.
TOTAL GRFA = 1,735 S.F.
The deduction shall be applied to all horizontal
areas on the lowest level of a structure, including
garages.
EXISTING
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS4/14/2014 1:31:53 PM
A1.2 AREA PLANS 1354 LANDERS RENOVATION
Permit Set 03-06-14
John & Debra Landers
1454W Greenhill Court Vail, CO 81658 No. Description
Date
1/8" = 1'-0"
1 01 Lower Floor
1/8" = 1'-0"
2
02 Main Floor
1/8" = 1'-0"
3
GRFA ELEVATIONS
Area Schedule - COMBINED UNITS
Name Area Level
E GARAGE 542 SF 01 Lower Floor
E LOWER EXIST 1335 SF 01 Lower Floor
E MAIN EXIST 2127 SF 02 Main Floor
W ADD BEDROOMS AND
BATH
205 SF 01 Lower Floor
W ADD DINING 158 SF 02 Main Floor
W ADD GARAGE 54 SF 01 Lower Floor
W ADD LIVING 113 SF 02 Main Floor
W ADD MASTER SUITE 149 SF 02 Main Floor
W GARAGE 568 SF 01 Lower Floor
W LOWER EXIST 730 SF 01 Lower Floor
W MAIN EXIST 1238 SF 02 Main Floor
7220 SF
Area Schedule - EAST UNIT
Name Area Level
E LOWER EXIST 1335 SF 01 Lower Floor
E GARAGE 542 SF 01 Lower Floor
E MAIN EXIST 2127 SF 02 Main Floor
4005 SF
Area Schedule - WEST UNIT
Name Area Level
W LOWER EXIST 730 SF 01 Lower Floor
W GARAGE 568 SF 01 Lower Floor
W ADD GARAGE 54 SF 01 Lower Floor
W ADD BEDROOMS AND
BATH
205 SF 01 Lower Floor
W MAIN EXIST 1238 SF 02 Main Floor
W ADD DINING 158 SF 02 Main Floor
W ADD LIVING 113 SF 02 Main Floor
W ADD MASTER SUITE 149 SF 02 Main Floor
3215 SF
LOT AREA = .4274 ACRES x 43,560 SQ. FT. = 18,619 SQ. FT.
SITE COVERAGE SUMMARY(BOTH HOUSES COMBINED):
SITE COVERAGE - ALLOWED (25% OF SITE) = 4,654.8 SQ. FT.
SITE COVERAGE - EXISTING = 3,609 SQ. FT.
SITE COVERAGE - ADDITIONAL AVAILABLE = 1045.8 SQ. FT.
SITE COVERAGE - 50% AVAILABLE (SPLIT) = 522.9 SQ. FT.
SITE COVERAGE - TOTAL PROPOSED = 3,859 SQ. FT
WEST UNIT ADDITIONAL SITE COVERAGE = 250 SQ. FT.
TOWN OF VAIL ZONING DISTRICT:
Two-Family Primary/Secondary Residential
ZONING SUMMARY
GRFA ALLOWED:
46% LOT AREA < 10,000 S.F. = 4,600 S.F.
38% LOT AREA < 15,000 S.F. = 1,900 S.F.
13% LOT AREA (3,619 S.F.) = 470 S.F.
TOTAL GRFA ALLOWED = 6,970 S.F.
GRFA - TOTAL EXISTING = 4,800 S.F.
GRFA - TOTAL PROPOSED =5,182 S.F.
GRFA PRIMARY/SECONDARY SPLIT:
WEST UNIT
SECONDARY GRFA ALLOWED 40% = 2,788 S.F.
SECONDARY GRFA EXISTING = 1,735 S.F.
SECONDARY GRFA ADDITION = +584 S.F.
SECONDARY GRFA TOTAL PROPOSED = 2,319 S.F.
SECONDARY GRFA AVAILABLE AFTER = 469 S.F.
EAST UNIT
PRIMARY GRFA ALLOWED 60% = 4,182 S.F.
PRIMARY GRFA EXISTING = 3,065 S.F.
PRIMARY GRFA ADDITION = 0 S.F.
PRIMARY GRFA AVAILABLE = 1,117 S.F.
07/16/14
UP
DN
W
D
2
A2.3
3
A2.3
4' - 0"
26' - 0" 10' - 0" 12' - 8"
10' - 10 1/2"
LOUNGE
OWNER
DESK
BEDROOM 2 BEDROOM 1
2-CAR GARAGE
GARAGE
STORAGE
MECH. STORAGE
STORAGE
LAUNDRY
BATH 2
BATH 1
(NEW)
(EXISTING)
BUILT-IN ENTERTAINMENT
PORTIONS OF BEARING
WALL TO REMAIN
PROVIDE DROPPED
BEAM AT BUILT-IN
RECESS
REMOVE
EXTERIOR WALL
EXISTING
BEAM ABOVE
5' - 6"
ADDITION
6' - 0" 4' - 0" 5' - 6"
2' - 0" 21' - 0" 6' - 0" 34' - 6"
10' - 6" 10' - 6"
EXISTING
COLUMN
EXISTING
COLUMN
58' - 0"
EXISTING COLUMN
ADD STONE VENEER
ADD STONE VENEER
NEW STONE
COLUMNS
NEW DECK ABOVE
ADD STONE
WAINSCOT
SETBACK
LINES 13' - 0"
7' - 6"
8' - 10 1/2"
3' - 7"
3' - 1" 3' - 5"
1' - 10" 2' - 6"
5' - 6"
6' - 0"
2' - 2 1/2" 5 1/2"
4' - 1 1/2" 3' - 0" 3' - 0" 5' - 0"
15' - 1 1/2"
3' - 11" 10 1/2"
1' - 10 3/4"
35.00°
105.00°
5' - 0"
LINE OF DECK SETBACK
( 5'-0" beyond setback)
101 102 103 104 105 106
02
05
04 03
07
01
06
08
SD
CM
SMOKE DETECTOR
CARBON MONOXIDE
DETECTOR
SYMBOL LEGEND
SD
SD
SD
CM
4
A2.3
LINE OF NEW SLAB
5' - 6" 10' - 0" 4' - 9" 4' - 10" 5' - 8" 11' - 6 1/2"
NEW CONSTRUCTION AT PARTY WALL:
2 LAYERS OF TYPE X - EXTERIOR
GRADE GWB UNDER STUCCO SYSTEM
TO PROVIDE CODE REQUIRED FIRE-
RATED SEPERATION. CONTINUE TO
END OF 35 DEGREE WALL.
PAD TO BE REPLACED.
SEE STRUCTURAL DRAWINGS
REMOVE = DASHED
REMAIN = SOLID
REMOVE = DASHED
REMAIN = SOLID
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS4/14/2014 1:31:55 PM
A2.0 LOWER LEVEL PLAN 1354 LANDERS RENOVATION
Permit Set 03-06-14
John & Debra Landers
1454W Greenhill Court Vail, CO 81658 No. Description
Date
1/4" = 1'-0"
1
LOWER LEVEL
1/8" = 1'-0"
2 DEMO - MAIN LEVEL
1/8" = 1'-0"
3
DEMO- LOWER LEVEL
07/16/14
UP
DN
2
A2.3
3
A2.3
12' - 6"
48' - 0"
9' - 2" 12' - 10" 10' - 0" 12' - 8" 9' - 4"
4' - 0" 6' - 0"
EXISTING COLUMN
RE-USE EXISTING
GAS FIREPLACE
APPLIANCE.
DIRECT VENT TO
ROOF.
ENTERTAINMENT
WALL
DINING
KITCHEN
MASTER
BEDROOM
BEDROOM 3
LIVING ROOM
EXISTING
COLUMN
MASTER
BATH
MASTER
CLOSET
POWDER
BUILT-IN BAR
RE-USE
CUSTOM
HOT-TUB
BBQ
GRILL
NEW GAS
FIREPLACE
APPLIANCE W/ TV
ABOVE, DIRECT
VENT TO WALL.
LINE OF DECK SETBACK
( 5'-0" beyond setback)
16' - 1 1/2"
10' - 7 1/4" 8' - 0" 4" 3' - 8"
6' - 8" 2' - 6 3/4" 1' - 10 3/4"
3' - 7 3/8" 5' - 10" 6' - 1"
6' - 0"
9' - 1 3/4"
3 ' - 0"
2' - 5"
1' - 6 1/2" 1' - 5 1/2"
STUB OUT GAS FOR GRILL
21' - 0" 2' - 0" 5' - 6" 4' - 0"
LINE OF
EXISTING
BUILDING
11' - 7 1/4"
5' - 7 1/4"
13' - 7 1/2"
4' - 0"
3' - 0"
NEW STONE VENEER ON THIS WALL
DRESSER
NICHE
5' - 0" 3' - 6"
2' - 8"
2' - 8 9/16"
105.00°
35.00°
5' - 4 1/2"
107
108
12
109
113
110
116 118 117
115 114
112 111
13
119 120 121 122
09
10
11
SD
CM
SMOKE DETECTOR
CARBON MONOXIDE
DETECTOR
SYMBOL LEGEND
SD
SD
SD
CM
4
A2.3
10' - 3" 9' - 9" 5 1/2"
1' - 11"
4' - 6 3/4" 3' - 9 3/4" 9' - 9" 7' - 6"
3' - 6" 2' - 11 1/2" 13' - 7" 7' - 5"
NEW CONSTRUCTION AT PARTY WALL:
2 LAYERS OF TYPE X - EXTERIOR
GRADE GWB UNDER STUCCO SYSTEM
TO PROVIDE CODE REQUIRED FIRE-
RATED SEPERATION. CONTINUE TO
END OF 35 DEGREE WALL.
DRIP-THRU DECKING:
IPE DECKING MATERIAL
underframe the living room ceiling to a
7:12 pitch to conceal different roof pitch
2
A2.3
3
A2.3
5' - 6"
7" / 12"
7" / 12" NEW ROOF
SHOWN HATCHED
EXISTING RIDGE
TO REMAIN
ENTIRE ROOF NOTE:
NEW ROOFING CLASS-A
FIRE RATED ROOFING TO
MATCH EXISTING
7" / 12"
7" / 12"
7" / 12" 7" / 12"
5" / 12"
7" / 12"
7" / 12"
4' - 0"
2' - 6"
2' - 6 3/4"
6".
4
A2.3
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS4/14/2014 1:32:05 PM
A2.1 MAIN LEVEL AND ROOF PLAN 1354 LANDERS RENOVATION
Permit Set 03-06-14
John & Debra Landers
1454W Greenhill Court Vail, CO 81658 No. Description
Date
1/4" = 1'-0"
1
MAIN LEVEL
3/16" = 1'-0"
2
ROOF PLAN
Window Schedule
Mark
Type
Mark Family Height Width
Head
Height Comments
101 A Casement 3' - 6" 2' - 6" 7' - 0" U.30 (MAX) SHGC.48 (MAX)
102 A Casement 3' - 6" 2' - 6" 7' - 0" U.30 (MAX) SHGC.48 (MAX)
103 B Casement 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
104 B Casement 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
105 B Casement 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
106 B Casement 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
107 C Picture 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
108 D Picture 5' - 0" 5' - 8" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
109 C Picture 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
110 E Awning 1' - 8" 3' - 4" 3' - 6" U.30 (MAX) SHGC.48 (MAX)
111 E Awning 1' - 8" 3' - 4" 3' - 6" U.30 (MAX) SHGC.48 (MAX)
112 F Awning 1' - 8" 5' - 8" 3' - 6" U.30 (MAX) SHGC.48 (MAX)
113 G Picture 5' - 0" 3' - 4" 8' - 6" U.30 (MAX) SHGC.48 (MAX)
114 G Picture 5' - 0" 3' - 4" 8' - 6" U.30 (MAX) SHGC.48 (MAX)
115 D Picture 5' - 0" 5' - 8" 8' - 6" U.30 (MAX) SHGC.48 (MAX)
116 I Picture 1' - 8" 3' - 4" 10' - 2" U.30 (MAX) SHGC.48 (MAX)
117 I Picture 1' - 8" 3' - 4" 10' - 2" U.30 (MAX) SHGC.48 (MAX)
118 J Picture 1' - 8" 5' - 8" 10' - 2" U.30 (MAX) SHGC.48 (MAX)
119 H Picture 5' - 0" 5' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
120 G Picture 5' - 0" 3' - 4" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
121 C Picture 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
122 C Picture 5' - 0" 3' - 0" 8' - 0" U.30 (MAX) SHGC.48 (MAX)
Grand total: 22
Door Schedule
Door
Number Door Size Family Notes
01 32" x 80" Single-Panel
02 32" x 80" Single-Panel
03 30" x 80" Single-Panel
04 28" x 80" Single-Panel
05 30" x 80" Single-Panel
06 28" x 80" Single-Panel
07 30" x 80" Pocket Door
08 40" x 80" Pocket Door
09 30" x 80" Single-Panel
10 30" x 80" Single-Panel
11 30" x 80" Pocket Door
12 36" x 96" Single-Glass Exterior Patio Door
13 36" x 84" Single-Glass
WINDOW NOTES:
1. "SIERRA PACIFIC" OR EQUAL - LOW-E, ALUMINUM CLAD WOOD WINDOWS.
2. U VALUES AND SHGC VALUES COMPLY WITH THE IRC-2012 CODE.
ANY WINDOWS WHICH DO NOT MEET THE MAX VALUE LISTED MUST BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING.
07/16/14
02 Main Floor
8064' - 0"
04 Roof Plate
8073' - 0 1/4"
01 Lower Floor
8054' - 0"
Entry
8060' - 0"
2
A2.3
3
A2.3
NEW HIP ROOF
LOT-SPLIT LINE
NEW GABLE ROOF
NEW CLASS-A SHINGLES
OVER EXISTING ROOF
NEW FOUNDATION
7"
12"
ALL DETAILS TO MATCH
EXISTING
NEW SHED ROOF
NEW STONE
WAINSCOT.
CONTINUE TO
INSIDE CORNER
NEW STONE COLUMNS
NEW DECK AND WALL
METAL RAILINGS TO
MATCH EXISTING
109
110
112 111
113
115 114
116
118 117
101 102 103
104 105 106
13
119 120 121 122 9' - 0 1/4"
02 Main Floor
8064' - 0"
04 Roof Plate
8073' - 0 1/4"
01 Lower Floor
8054' - 0"
Entry
8060' - 0"
2
A2.3
3
A2.3
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS4/14/2014 1:32:19 PM
A2.2 ELEVATIONS 1354 LANDERS RENOVATION Permit Set 03-06-14
John & Debra Landers
1454W Greenhill Court Vail, CO 81658 No. Description
Date
1/4" = 1'-0"
1
NORTH ELEVATION
1/4" = 1'-0"
2
SOUTH ELEVATION
07/16/14
02 Main Floor
8064' - 0"
04 Roof Plate
8073' - 0 1/4"
01 Lower Floor
8054' - 0"
9' - 2"
ADDITION
MASTER
SUITE
BEDROOM
ENTRY
18' - 0"
ROOF
REMOVED
NEW DECK JOISTS (2X10)
NEW DECK WALL
3' - 0"
4
A2.3
5"
12"
DECK CONNECTION DETAIL TO
MATCH EXISTING CONSTRUCTION
8' - 10 1/2"
R-49 INSULATION MIN.
NEW BEAM
NEW RAFTERS
WALL REMOVED
NEW BEAM
8X8 POST W/ STONE VENEER
NEW WALL - STUCCO FINISH TO MATCH
R-22 INSULATION
WINDOW TRIM TO MATCH EXISTING
SOFFIT TO MATCH EXISTING
2' - 6"
A3.1
3
A3.1
1
---
-
EXISTING
RIDGE BEAM
02 Main Floor
8064' - 0"
04 Roof Plate
8073' - 0 1/4"
01 Lower Floor
8054' - 0"
9' - 0 1/4"
EXISTING ROOF
NEW GABLE ROOF
KITCHEN
GREAT
ROOM
NEW
BATH
GARAGE
1' - 4"
4
A2.3
12' - 6" 12' - 6" 5' - 6" 4' - 1 1/2"
ROOF
REMOVED
NEW DECK JOISTS (2X10)
NEW DECK WALL AND RAILING
DECK CONNECTION DETAIL TO
MATCH EXISTING CONSTRUCTION
R-49 INSULATION MIN.
NEW RAFTERS
WALL
REMOVED
NEW BEAM
8X8 POST W/ STONE VENEER
NEW WALL - STUCCO FINISH TO MATCH
R-22 INSULATION
WINDOW TRIM TO MATCH EXISTING
GABLE SOFFIT W/ 12" FASCIA
EXISTING
RIDGE BEAM
NEW BEAM
ROOFING TO MATCH EXISTING
A3.1
3
---
-
02 Main Floor
8064' - 0"
01 Lower Floor
8054' - 0"
Entry
8060' - 0"
NEW GABLE ROOF
ADDITION
NEW HIP ROOF
ADD STONE FULL HEIGHT
ADD STONE WAINSCOT:
MATCH EXISTING STONE MATERIAL, THICKNESS
AND INSTALLATION METHOD.
USE THIN STONE VENEER BEHIND THE EXISTING
GAS METER. STONE IS TO BE INSTALLED TO NOT
INTERFERE WITH THE METER'S OPERATION AND
TO THE STANDARDS OF XCEL GAS.
FLASHING AT STUCCO AND STONE INTERFACE.
107
108
12
4
A2.3
5' - 0"
3' - 0"
02 Main Floor
8064' - 0"
04 Roof Plate
8073' - 0 1/4"
01 Lower Floor
8054' - 0"
Entry
8060' - 0"
3
A2.3
GREAT ROOM
WET BAR
GARAGE LAUNDRY
EXISTING
ROOF
NEW DECK JOISTS (2X10)
NEW DECK RAIILING
DECK CONNECTION DETAIL TO
MATCH EXISTING CONSTRUCTION
NEW BEAM
WALL REMOVED
8X8 POST W/ STONE VENEER
EXISTING WALL
WINDOW TRIM TO MATCH EXISTING
SOFFIT TO MATCH EXISTING
NEW RIDGE
BEAM
NEW ROOF
R-49 MIN.
NEW ROOF
R-49 MIN.
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS4/14/2014 1:32:32 PM
A2.3 SECTIONS 1354 LANDERS RENOVATION
Permit Set 03-06-14
John & Debra Landers
1454W Greenhill Court Vail, CO 81658 No. Description
Date
1/4" = 1'-0"
2 Section 1
1/4" = 1'-0"
3 Section 2
1/4" = 1'-0"
1
WEST ELEVATION
1/4" = 1'-0"
4
Section 3
07/16/14
R-51 INSULATION
MAIN LEVEL T.O.PLY.
TREATED SILL PLATE W/
CAPILLARY BREAK
MAIN LEVEL
RIM JOIST
STUCCO EIFS SYSTEM (1 1/2") TO MATCH EXISTING
OVER WEATHER BARRIER HOUSE WRAP
R-22
INSULATION
AT RIM JOIST
1 1/2" FINISH FLOOR
OVER 1 1/2" LIGHT-WEIGHT
CONCRETE HEATED FLOOR
2X6 WOOD STUD WALL EXTERIOR 1/2"
SHEATHING
THERMAL BREAK
2" 5"
4"
4' - 0"
NOTE: SLAB TO EXTEND AT
SPECIAL CONDITIONS RE:
STRUCT. DWGS.
MIN. FROST DEPTH
FOUNDATION PROTECTION SYSTEM:
COMPOSITE DRAINAGE BOARD W/ FILTER FABRIC
TO CONTINUE FROM FOOTING TO WITHIN 8" BELOW
FINISH GRADE.
-OVER-
1" "DOW" (OR EQUAL) STYROFOAM INSUL. = R-5
TO EXTEND FROM FTG. TO TOP-OF-WALL.
-OVER-
WATERPROOF MEMBRANE ON CONCRETE WALL
TO CONTINUE FROM FOOTING TO 2'-6" ABOVE
FINISHED GRADE.
ALTERNATE: USE 3/4" "DRAIN & DRY" BOARD
INSTEAD OF COMPOSITE DRAINAGE BOARD =
TO CONTINUE FROM FOOTING TO WITHIN 8"
BELOW FINISH GRADE. = R-3.1
5/8" TYPE "X" GWB
R-10 SLAB PERIMETER
INSULATION (1 FT. LENGTH):
1/2" RIGID INSULATION
+ 1 1/2" EIFS INSULATION
R-22 BLOWN-IN INSULATION
TO COMPLETELY FILL 2X6
STUD WALL CAVITY.
R-10 UNDER-SLAB RIGID
BOARD INSULATION (2")
3 FT. LENGTH
HEATED CONCRETE SLAB
(IN-FLOOR RADIANT
HEATING SYSTEM)
GRANULAR FILL
REFER TO STRUCTURAL DRAWINGS
FOR FOUNDATION/FOOTING DESIGN
AND REINFORCEMENT SLOPED 4" PERFORATED DRAIN
PIPE. ALL FOUNDATION WALLS
INCLUDING INTERIOR WALLS.
RE: SOILS REPORT
5/8" TYPE "X" GYPSUM WALL
BOARD (HELD UP FROM SLAB 3/8")
BASE TRIM (PROFILE TBD)
FINISH GRADE:
6" BELOW SILL PLATE MIN.
SLOPE AWAY
POLYETHYLENE
VAPOR BARRIER
PLYWOOD SHEATHING TO
OVERLAP SILL PLATE 2"
1' - 0"
3' - 0"
CODE MINIMUM
RECOMMENDED: FULL COVERAGE
OF UNDER-SLAB INSULATION
TREATED SILL PLATE W/
CAPILLARY BREAK
THERMAL BREAK
2" 5"
4" 4' - 0"
MIN. FROST DEPTH
FOUNDATION PROTECTION SYSTEM:
COMPOSITE DRAINAGE BOARD W/ FILTER FABRIC
TO CONTINUE FROM FOOTING TO WITHIN 8" BELOW
FINISH GRADE.
-OVER-
1" "DOW" (OR EQUAL) STYROFOAM INSUL. = R-5
TO EXTEND FROM FTG. TO TOP-OF-WALL.
-OVER-
WATERPROOF MEMBRANE ON CONCRETE WALL
TO CONTINUE FROM FOOTING TO 2'-6" ABOVE
FINISHED GRADE.
ALTERNATE: USE 3/4" "DRAIN & DRY" BOARD
INSTEAD OF COMPOSITE DRAINAGE BOARD =
TO CONTINUE FROM FOOTING TO WITHIN 8"
BELOW FINISH GRADE. = R-3.1
R-22 BLOWN-IN INSULATION
TO COMPLETELY FILL 2X6
STUD WALL CAVITY.
R-10 UNDER-SLAB RIGID
BOARD INSULATION (2")
RECOMMENDED FULL
COVERAGE
HEATED CONCRETE SLAB
(IN-FLOOR RADIANT
HEATING SYSTEM)
GRANULAR FILL
SLOPED 4" PERFORATED DRAIN
PIPE. ALL FOUNDATION WALLS
INCLUDING INTERIOR WALLS.
RE: SOILS REPORT
5/8" TYPE "X" GYPSUM WALL
BOARD (HELD UP FROM SLAB 3/8")
BASE TRIM
(PROFILE TBD)
FINISH GRADE:
6" BELOW SILL PLATE MIN.
SLOPE AWAY
POLYETHYLENE
VAPOR BARRIER
PLYWOOD SHEATHING TO
OVERLAP SILL PLATE 2"
R-14 BLOWN-IN INSULATION
TO COMPLETELY FILL 2X4
STUD FURRING WALL CAVITY.
WOOD CAP OVER
RIGID INSULATION
R-5 (1") CONTINUOUS
RIGID INSULATION R-10 INSULATION
1/2" RIGID INSULATION
+ 1 1/2" EIFS INSULATION
R-5 (1") CONTINUOUS
RIGID INSULATION
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.
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.
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.
ADDITIONAL NOTES:
N1102.2.1 (R402.2.1) Ceilings with attic spaces.
When Secton N1102.1.1 R-38 shall be deemed to satisfy the requirement for R-49 wherever the
full height of uncompressed R-38 insulation extends over the wall top plate at the eaves.
N1102.2.2 (R402.2.2) Ceilings without attic spaces.
Where Secton N1102.1.1 would require insulation levels above R-30 and the design of the
roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum
required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from
the requirements of Secton N1102.1.1 shall be limited to 500 square feet (46 m2) or 20 percent of
the total insulated ceiling area, whichever is less.
N1102.2.3 (R402.2.3) Eave baffle.
For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave
vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall
extend over the top of the attic insulation. The baffle shall be permitted to be any solid material.
N1102.2.4 (R402.2.4) Access hatches and doors.
Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces)
shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding
surfaces. Access shall be provided to all equipment that prevents damaging or compressing the
insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill
insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the
living space when the attic access is opened, and to provide a permanent means of maintaining
the installed R-value of the loose fill insulation.
N1102.2.5 (R402.2.5) Mass walls.
Mass walls for the purposes of this chapter shall be considered above-grade walls of concrete
block, concrete, insulated concrete form (ICF), masonry cavity, brick (other than brick veneer),
earth (adobe, compressed earth block, rammed earth) and solid timber/logs.
N1102.2.7 (R402.2.7) Floors.
Floor insulation shall be installed to maintain permanent contact with the underside of the subfloor
decking.
N1102.2.8 (R402.2.8) Basement walls.
Walls associated with conditioned basements shall be insulated from the top of the basement wall
down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated
with unconditioned basements shall meet this requirement unless the floor overhead is insulated in
accordance with Sections N1102.1.1 and N1102.2.7.
N1102.2.9 (R402.2.9) Slab-on-grade floors.
Slab-on-grade floors with a floor surface less than 12 inches (305 mm) below grade shall be
insulated in accordance with Table N1102.1.1. The insulation shall extend downward from the top of
the slab on the outside or inside of the foundation wall. Insulation located below grade shall be
extended the distance provided in Table N1102.1.1 by any combination of vertical insulation,
insulation extending under the slab or insulation extending out from the building. Insulation extending
away from the building shall be protected by pavement or by a minimum of 10 inches (254 mm) of
soil. The top edge of the insulation installed between the exterior wall and the edge of the interior
slab shall be permitted to be cut at a 45-degree (0.79 rad) angle away from the exterior wall.
N1102.2.10 (R402.2.10) Crawl space walls.
As an alternative to insulating floors over crawl spaces, crawl space walls shall be permitted to be
insulated when the crawl space is not vented to the outside. Crawl space wall insulation shall be
permanently fastened to the wall and extend downward from the floor to the finished grade level and
then vertically and/or horizontally for at least an additional 24 inches (610 mm). Exposed earth in
unvented crawl space foundations shall be covered with a continuous Class I vapor retarder in
accordance with this code. All joints of the vapor retarder shall overlap by 6 inches (153 mm) and be
sealed or taped. The edges of the vapor retarder shall extend at least 6 inches (153 mm) up the stem
wall and shall be attached to the stem wall.
N1102.2.11 (R402.2.11) Masonry veneer.
Insulation shall not be required on the horizontal portion of the foundation that supports a masonry
veneer.
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS4/14/2014 1:32:33 PM
A3.1 DETAILS & ENERGY CODE 1354 LANDERS RENOVATION
Permit Set 03-06-14
John & Debra Landers
1454W Greenhill Court Vail, CO 81658 No. Description
Date
1 1/2" = 1'-0"
1
EAVE 1 DETAIL
1" = 1'-0"
3 DETAIL - FOUNDATION
1" = 1'-0"
4
DETAIL - STEPPED FOUNDATION
RAILING DETAIL: MATCH EXISTING METAL RAILING.
MATCH STUCCO WALLS W/ STONE CAP.
MATCH STONE, CAP, STUCCO,
AND WINDOW DETAILS.
AT ALL NEW ROOF CONSTRUCTION - R-49 MINIMUM INSULATION VALUE WITHIN
11 1/4" RAFTER SPACE. ARCHITECT RECOMMENDS 2" SPRAY FOAM R-14 AND 9 1/4"
BLOWN-IN INSULATION R-37 FOR A TOTAL OF R-51.
INSULATION SUMMARY
ALL MINIMUM INSULATION VALUES FROM IRC 2012
ROOF RAFTERS = R-49 (MIN. R-51)
EXTERIOR WALL INSULATION = R-22 (MIN. R-20)
BASEMENT WALL INSULATION = R-19 (MIN. R-19)
HEATED SLAB INSULATION = R-15 (MIN. R-15)
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.
07/16/14