HomeMy WebLinkAboutExhibit B Approved Plans.110 Neale Aveforumphi.com | p. 970.279.4109 | f. 866.770.5585
Aspen: 715 W. Main St, #204 Aspen, CO 81611
Basalt: 104 Midland Ave, #202 Basalt, CO 81621
Forum Phi Architecture
715 W Main Street,
Aspen CO 81611
July 8, 2020
Dear Members of the Historic Preservation Commission,
On May 5, 2020, Forum Phi submitted an application for Major Development Review of an addition to the existing
residence at 110 Neale Avenue in Aspen. On June 24, 2020, members of the HPC voted to continue Conceptual
Review of the application pending restudy of the roof massing over the dining room. Specifically, the Commission
argued that the proposed addition did not comply with Section 11.3 of the HPC Design Guidelines.
Section 11.3, under the Mass and Scale heading, requires that new buildings, or in this case additions to existing
buildings, “appear similar in scale and proportion with the historic buildings on a parcel.” The commission argued
that the continuation of the ridge from the living room through the dining room created a massing condition that
was incompatible with the historic resource at 114 Neale, regardless of how that mass might be modulated
through depth. The elevation below identifies the area of concern.
Forum Phi has redeveloped the roof massing in this zone to limit the ridge height and to further modulate the
Neale Avenue elevation. Instead of continuing the ridge height across the living spaces, the design reconsiders
the dining room as a connecting element between the master bedroom wing nearest to the historic resource and
the living wing on the downhill side of the lot.
forumphi.com | p. 970.279.4109 | f. 866.770.5585
Aspen: 715 W. Main St, #204 Aspen, CO 81611
Basalt: 104 Midland Ave, #202 Basalt, CO 81621
The proposed design has been considered in accordance with applicable Residential Design Standards. These
standards serve as a guide for design within our context, encouraging design at a human scale, requiring
consideration of appropriate building materials, and promoting a healthy relationship between building and street.
The change in roof massing has not resulted in any changes to the way the design addresses RDS requirements.
Significant (but not historic) landscape improvements exist on the site. The project will to the greatest extent
practicable retain all trees on the site and does not propose to remove any trees between the house at 110 Neale
and the historic resource at 114 Neale or between the house at 110 Neale and Neale Avenue.
Thank you for your consideration. We look forward to addressing your comments.
Best regards,
Kurt Peterson,
Project Manager
7
9
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TELE.
PED.
ELEC.
METERS
STORM DRAIN
RIM 7901.64'
INV 7898.14'
BOTT 7887.75'
#5 REBAR - TBM
EL=7903.71'
WATER
SERVICE
(TYP.)
SIGN
(TYP.)
FIRE
HYD.
WATER
VALVE (TYP.)
STORM
DRAIN (TYP.)
CONCRETE
DRIVEWAY
FLAGSTONE
WALK
GAS
METER
GAS
METER
0.40' STONE
FASCIA (TYP.)
0.40' STONE
FASCIA (TYP.)
IRRIGATION
CONTROL (TYP.)
#4 REBAR
#5 REBAR & CAP
L.S. #25947
#5 REBAR & CAP
L.S. #25947
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WALL (TYP.)
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T
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O
-
W
W
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(TYP.)
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(TYP.)
LOT 1
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ACCES
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T
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DRIV
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GRAVEL
PARKING
LOT 2
15,160 S.F.±
0.348 AC.±
MULTI LEVEL WOOD
& STONE FRAME HOUSE
WITH BASEMENT
17 QUEEN STREET
110 NEALE AVENUE
PARCEL 2
PLAT BK 13 PG 35
PARCEL 9
HERRON PARK
PLAT BK 13 PG 35
SINGLE LEVEL WOOD
& STONE FRAME ADU
ELEC.
OUTLET
CO
N
C
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T
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WALK
STONE
WALL
(TYP.)
POWER
POLE
WATER
FEATURE
GRAVEL
CONCRETE
DRIVEWAY
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
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SEWERLINE
T
T
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T
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S
I
D
E
W
A
L
K
SIGN
(TYP.)
COMM.
MANHOLES
CONCRETE BOX
INV EL=7896.20'
IRRIGATION
CONTROL
GRAVEL
PARKING
PARCEL 2
PROJECT AREA
12' SEWERLINE EASEMENT
PER BK 250 PG 477 &
PLAT BK 13 PG 35
12'
WATERLINE EASEMENT
PER BK 340 PG 1
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
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T
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CT
V
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CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
C
T
V
C
T
V
C
T
V
W
W
W
W
W
W
W
W
W
W
W
W
W
E
X
-
U
E
EX
-
U
E
EX
-
U
E
EX-
U
E
EX-U
E
EX-UE
EX-U
E
T
T
T
G
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G
G
WATERLINE
GASLINE
ELECTRIC
CATV
TE
L
E
P
H
O
N
E
OV
E
R
H
E
A
D
E
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UPP
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W
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D
D
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C
K
BOULDER
WALL (TYP.)
BOULDER
WALL (TYP.)
IRR.
CONTROL
D
D
D
F.F.
7914.6'
RIDGE
7933.9'
RIDGE
7936.0'
CHIMNEY
7940.0'
F.F.
7903.6'
F.F.
7908.8'
F.F.
7904.1'
RIDGE
7918.4'
W
W
W
W
W
W
W
W
W
W
W
W
STEEL
POST
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
T13
T14
T15
T16
T17
T18
T19 T20
T21
T22
T23
T24
T25
T26
T27
T28
T29
T30
T31
T32
T33
T34
T35
T36 T37
T38
T39
T40
T41
T42
T43
T44
T45 T46
T47
T48
T49
T50
T51
T52
T53
T54
T55
T56
T57
T58
T59
T60
T61
T62
T63
T64
T65
T66
T67
T68
T69
T70
T71
T72
T73
T74
T75T76
T77T78
STORM DRAIN
RIM 7902.00'
BOTT 7889.12'
AREA
DRAIN
AREA
DRAIN
C.O.A. CONTROL
Q-159 BEARS
N77°07'51"W 1359.26'
C.O.A. CONTROL
#4 BEARS
S32°07'00"W 387.54'
7
9
2
0
79
2
3
79
2
0
7
9
1
5
7
9
0
5
7
9
1
0
790
3
AREA
SLOPE TABLE
NUMBER
1
2
3
MIN. SLOPE
0.001%
20.000%
30.000%
MAX. SLOPE
20.000%
30.000%
+
COLOR
10437.85
1975.24
2746.91
ByNO.Date Project NO.RevisionDrawn By:
Checked By:
Date:
Computer File:
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
S
NW
E
P e a k Su r v ey i ng, Inc.
Sinc e 2 0 0 7
16029B
1 OF 1
17 QUEEN, LLC
CITY OF ASPEN, COLORADO
IMPROVEMENT & TOPO SURVEY
LOT 2, 114 NEALE/17QUEEN HISTORIC
LOT SPLIT- 110 NEALE AVE.
JRN
JRN
SEPT 27, 2018
029-IMPTOPO
1 10/19/18 UPDATE SLOPE TABLE JRN
2 10/22/18 UPDATE SLOPE TABLE JRN
3 05/12/20 UPDATE SURVEY JRN
N
E
S
W
0
30
60
90
120
150
180
210
240
270
300
330
P
e
a
k
S u r v e y i n
g
,
I
n
c
.
010 10 20 405
COL O R A D O L I CE
N
S
E
D
P
R
O
F
E
SSIONAL L A N D S U RVEYOR
JAS O N R . N
E
I
L
37935
IMPROVEMENT SURVEY PLAT
& TOPOGRAPHIC SURVEY
LOT 2, 114 NEALE/17QUEEN HISTORIC LOT SPLIT
ACCORDING TO THE PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
LOT 2, 114 NEALE/17QUEEN HISTORIC LOT SPLIT, ACCORDING TO THE PLAT RECORDED MAY 29,
1998 IN PLAT BOOK 45 AT PAGE 17, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
NOTES:
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING
SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN
THE TITLE COMMITMENT PREPARED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC
AND FIRST AMERICAN TITLE INSURANCE CO. INC. COMMITMENT NO. 16003515, DATED
EFFECTIVE APRIL 20, 2016.
2) THE DATE OF THIS SURVEY WAS APRIL 27, 2016, SEPTEMBER 18, 2018 AND MAY 05, 2020.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S50°20'03"E BETWEEN THE
NORTHWESTERLY CORNER OF LOT 2, A #5 REBAR & CAP L.S. #25947 FOUND IN PLACE AND THE
NORTHEASTERLY CORNER OF LOT 2, A #5 REBAR & CAP L.S. #25947 FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE 114 NEALE/17QUEEN HISTORIC LOT SPLIT SUBDIVISION
EXEMPTION PLAT RECORDED MAY 29, 1998 IN PLAT BOOK 45 AT PAGE 17 AND THE BOUNDARY
AGREEMENT PLAT RECORDED APRIL 29, 1982 IN PLAT BOOK 13 AT PAGE 35 IN THE PITKIN
COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.
6) BUILDING SETBACKS ACCORDING TO THE CITY OF ASPEN LAND USE CODE FOR R-15A
26.710.060 ARE AS FOLLOWS:
FRONT YARD SETBACK
RESIDENTIAL DWELLING = 25'
ACCESSORY AND ALL OTHER BUILDINGS = 30'
SIDE YARD SETBACK = 10'
REAR YARD SETBACK
RESIDENTIAL DWELLING = 10'
ACCESSORY AND ALL OTHER BUILDINGS = 5'
BUILDING SETBACKS SHOULD BE VERIFIED WITH THE CITY OF ASPEN PLANNING DEPARTMENT
PRIOR TO ANY PLANNING OR CONSTRUCTION.
7) ELEVATIONS AS SHOWN ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN
COLORADO RTVRN GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ONSITE ELEVATION OF
7903.71' ON THE SOUTHEASTERLY CORNER OF LOT 2. CONTOUR INTERVAL EQUALS 1 FOOT.
8) ACCORDING TO FEMA PANEL NO. 08097C0204C, DATED JUNE 04, 1987 THE SUBJECT PROPERTY
IN NOT WITHIN THE 100 YEAR FLOODPLAIN.
9) AT THE TIME OF THE MAY 05, 2020 FIELD VISIT MISC. EXTERIOR WORK WAS BEING
PERFORMED AND TEMPORARY CONSTRUCTION FENCES EXISTED.
NO
R
T
H
VICINITY MAP
SCALE: 1" = 2000'
SUBJECT
PROPERTY
IMPROVEMENT SURVEY STATEMENT
I, JASON R. NEIL, HEREBY CERTIFY TO 17 QUEEN LLC, A COLORADO LIMITED LIABILITY
COMPANY, THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE
STATE OF COLORADO; THAT THIS IMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND
COMPLETE BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN
HEREON; THAT THIS IMPROVEMENT SURVEY PLAT IS NOT A GUARANTY OR WARRANTY,
EITHER EXPRESSED OR IMPLIED, THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME
FROM AN ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY
DIRECT SUPERVISION ON APRIL 27, 2016, SEPTEMBER 18, 2018 AND MAY 05, 2020; THAT, IN THE
PREPARATION OF THIS IMPROVEMENT SURVEY PLAT, I RELIED UPON THE TITLE COMMITMENT
PREPARED BY ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC AND FIRST AMERICAN
TITLE INSURANCE CO. INC. COMMITMENT NO. 16003515, DATED EFFECTIVE APRIL 20, 2016; THAT
THE LOCATION AND DIMENSIONS OF ALL BUILDINGS, IMPROVEMENTS, EASEMENTS, RIGHTS OF
WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE REAL PROPERTY
AND MATTERS REFERENCED IN SAID TITLE COMMITMENT CAPABLE OF BEING SHOWN ARE
ACCURATELY SHOWN, AND THAT THIS PLAT IS IN ACCORDANCE OF AN IMPROVEMENT
SURVEY PLAT AS SET FORTH IN C.R.S. §38-51-102(9).
DATED: MAY 12, 2020
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
25'-0"
FRONT YARD SETBACK
10'-0"
SIDE YARD
SETBACK
10'
REAR YARD
SETBACK
1
0
'
-
0
"
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
EXISTING PAVED DRIVEWAY
AND PARKING AREA
TO BE RECONFIGURED
EXISTING PATIO AND RETAINING
WALLS TO BE REMOVED
EXISTING PATIO TO BE
REMOVED AND ENCLOSED
EXISTING FRONT PORCH TO BE
REMOVED AND REPLACED
EXISTING
ROOF DECK
EXISTING
ROOF DECK
EXISTING FLAGSTONE WALK
TO BE REFINISHED
ACCESS EASEMENT TO
ADJACENT PARCEL
TRANSFORMER AND
ELECTRICAL PANEL
TERRACED PLANTING WALLS
TO BE REVISED BY LANDSCAPE
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
EXISTING SIDEWALK ENDS
AT CORNER OF NEALE AVE
AND QUEEN ST
TREES IN ZONE TO BE REMOVED DUE
TO ENGINEERING REQUIREMENTS
SHED ON ADJACENT PROPERTY
ENCROACHES INTO SETBACK
EXISTING FENCE TO REMAIN
EDGE OF PAVED DRIVEWAY
SERVING ADJACENT PARCEL
7901'
7902'
7903'
7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8'
7 9 0 9 '
7 9 1 0 '
7 9 1 1 '
7 9 1 2 '
7 9 1 3 '7 9 1 4 '7 9 1 5 '
7 9 1 7 '
7 9 1 8 '
7 9 1 9 '
7920'
7 9 2 2 '
7 9 2 3 '
7 9 2 4 '
7 9 1 6 '
7901'
7904'
7904'
7 9 2 1 '
PROPERTY LINE
SIDE YARD SETBACK
NEALE AVENUE
EXISTING SIDEWALK TO REMAIN
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
PROPERTY LINE
P R O P E R T Y L I N E
7903'
7904'
7905'
7906'
7907'
7908'
7909'
7910'
7921'
7911'
7
9
1
2
'
7
9
1
3
'
QUEEN STREET
EXISTING ADU
TO BE REPLACED BY NEW GARAGE
SOME WALLS TO REMAIN
EXISTING CONIFEROUS TREE TO BE
REMOVED
EXISTING DECIDUOUS TREE TO BE
REMOVED
EXISTING CONIFEROUS TREE TO REMAIN
EXISTING DECIDUOUS TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 5' CONTOUR
TOPOGRAPHY LEGEND
N
SCALE: 1:901EXISTING SITE PLAN AT MAIN LEVEL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-001X
EXISTING SITE PLAN AT
MAIN LEVEL
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
1
0
'
-
0
"
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10'-0"
SIDE YARD
SETBACK
10'
REAR YARD
SETBACK
25'-0"
FRONT YARD SETBACK
T.O. RIDGE (VIF)
122'-23/4"
T.O. RIDGE (VIF)
119'-93/4"
T.O. RIDGE (VIF)
118'-51/2"
EXISTING FLAGSTONE WALK
TO BE REFINISHED
ACCESS EASEMENT TO
ADJACENT PARCEL
EXISTING TRANSFORMER AND
ELECTRICAL PANEL TO REMAIN
TERRACED PLANTING WALLS
TO BE REVISED BY LANDSCAPE
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
EXISTING FENCE AT 114 NEALE AVE
EDGE OF PAVED DRIVEWAY
SERVING ADJACENT PARCEL
EXISTING PAVED DRIVEWAY
AND PARKING AREA
TO BE RECONFIGURED
EXISTING PATIO TO BE
REMOVED AND ENCLOSED
EXISTING FRONT PORCH TO BE
REMOVED AND REPLACED
EXISTING
ROOF DECK
EXISTING
ROOF DECK
TREES IN ZONE TO BE REMOVED DUE
TO ENGINEERING REQUIREMENTS.
TREES TO REMAIN WHERE POSSIBLE.
SHED ON ADJACENT PROPERTY
ENCROACHES INTO SETBACK
EXISTING PATIO AND RETAINING
WALLS TO BE REMOVED
EXISTING DRYWELL TO REMAIN
EXISTING DRYWELL TO REMAIN
EXISTING DRYWELL TO REMAINEXISTING DRYWELLS TO REMAIN
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
TREES IN ZONE TO BE REMOVED DUE
TO ENGINEERING REQUIREMENTS.
TREES TO REMAIN WHERE POSSIBLE.
PROPERTY LINE
SIDE YARD SETBACK
NEALE AVENUE
EXISTING SIDEWALK
NO PROPOSED CHANGES, TO BE
COORDINATED WITH COA
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
PROPERTY LINE
P R O P E R T Y L I N E
QUEEN STREET
7901'
7902'
7903'
7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8'
7 9 0 9 '
7 9 1 0 '
7 9 1 1 '
7 9 1 2 '
7 9 1 3 '7 9 1 4 '7 9 1 5 '
7 9 1 7 '
7 9 1 8 '
7 9 1 9 '
7920'
7 9 2 2 '
7 9 2 3 '
7 9 2 4 '
7 9 1 6 '
7901'
7904'
7904'
7 9 2 1 '
7903'
7904'
7905'
7906'
7907'
7908'
7909'
7910'
7921'
7911'
7
9
1
2
'
7
9
1
3
'
7904'
7904'
T.O. RIDGE (VIF)
118'-51/2"
T.O. STONE CAP (VIF)
123'-1"
T.O. STONE CAP (VIF)
125'-5"
T.O. RIDGE (VIF)
119'-93/4"
EXISTING ADU
TO BE REPLACED BY NEW GARAGE
SOME WALLS TO REMAIN
EXISTING CONIFEROUS TREE TO BE
REMOVED
EXISTING DECIDUOUS TREE TO BE
REMOVED
EXISTING CONIFEROUS TREE TO REMAIN
EXISTING DECIDUOUS TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 5' CONTOUR
TOPOGRAPHY LEGEND
PROPOSED STANDING SEAM ROOF
EXISTING STRUCTURE TO BE REFINISHED
WITH SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
EXISTING SHAKE ROOF TO BE REFINISHED
EXISTING STRUCTURE TO BE REFINISHED
WITH STANDING SEAM METAL
ROOF MATERIAL LEGEND
PROPOSED SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
N
SCALE: 1:901EXISTING SITE PLAN AT ROOF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-002X
EXISTING SITE PLAN AT
ROOF
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
EXISTING CONIFEROUS TREE TO BE
REMOVED
EXISTING DECIDUOUS TREE TO BE
REMOVED
EXISTING CONIFEROUS TREE TO REMAIN
EXISTING DECIDUOUS TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 5' CONTOUR
TOPOGRAPHY LEGEND
25'-0"
FRONT YARD SETBACK
10'
REAR YARD
SETBACK
1
0
'
-
0
"
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10'-0"
SIDE YARD
SETBACK
T.O. ENTRY PORCH
94'-33/4"
T.O. DECK
100'-3"
T.O. WALL
102'-3"
T.O. WALL
102'-11"
T.O. WALL
103'-11"
T.O. WALL
103'-11"
T.O. DECK
100'-3"
T.O. PATIO
99'-9"
T.O. PATIO
100'-3"
EXISTING FLAGSTONE WALK
TO BE REFINISHED
ACCESS EASEMENT TO
ADJACENT PARCEL
TRANSFORMER AND
ELECTRICAL PANEL
SHED ON ADJACENT PROPERTY
ENCROACHES INTO SETBACK
TERRACED PLANTING WALLS
TO BE REVISED BY LANDSCAPE
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
PROPOSED EXTENSION OF
SIDEWALK ALONG QUEEN STREET,
TO BE COORDINATED WITH CITY OF
ASPEN ENGINEERING DEPT
STONE PLANTER
WITHIN 30" OF
GRADE IN SETBACK
STONE PLANTER
WITHIN 30" OF
GRADE IN SETBACK
PROPOSED LANDSCAPE TREADS
EXISTING FENCE TO REMAIN
4343
4343
43
43
43
EDGE OF PAVED DRIVEWAY
SERVING ADJACENT PARCEL
32
LINE OF SHADE STRUCTURE ABOVE
4343
4343
43
43
32
32
7901'
7902'
7903'
7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8'
7 9 0 9 '
7 9 1 0 '
7 9 1 1 '
7 9 1 2 '
7 9 1 3 '7 9 1 4 '7 9 1 5 '
7 9 1 7 '
7 9 1 8 '
7 9 1 9 '
7920'
7 9 2 2 '
7 9 2 3 '
7 9 2 4 '
7 9 1 6 '
7901'
7904'
7904'
7 9 2 1 '
PROPERTY LINE
SIDE YARD SETBACK
NEALE AVENUE
EXISTING SIDEWALK TO REMAIN
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
PROPERTY LINE
P R O P E R T Y L I N E
7903'
7904'
7905'
7906'
7907'
7908'
7909'
7910'
7921'
7911'
7
9
1
2
'
7
9
1
3
'
110 NEALE AVENUE
ASPEN, CO 81611
PARCEL ID: 273707383002
PROJECT 100' = 7914.35'
PROPOSED
MASTER
BEDROOM PATIO
PROPOSED ROOF
DECK UNDER
TRELLIS
RECONFIGURED
DRIVEWAY AND
PARKING AREA
PROPOSED ROOF
DECK
110 NEALE AVENUE
ASPEN, CO 81611
PARCEL ID: 273707383002
PROJECT 100' = 7914.35'
QUEEN STREET
PROPOSED PATIO
AND MOVABLE
OUTDOOR KITCHEN
NEW FRONT PORCH
EXISTING CONIFEROUS TREE TO BE
REMOVED
EXISTING DECIDUOUS TREE TO BE
REMOVED
EXISTING CONIFEROUS TREE TO REMAIN
EXISTING DECIDUOUS TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 5' CONTOUR
TOPOGRAPHY LEGEND
N
SCALE: 1:901PROPOSED SITE PLAN AT MAIN LEVEL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-001
PROPOSED SITE PLAN AT
MAIN LEVEL
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
10'
REAR YARD
SETBACK
1
0
'
-
0
"
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10'-0"
SIDE YARD
SETBACK
25'-0"
FRONT YARD SETBACK
T.O. RIDGE
122'-23/4"
T.O. RIDGE
119'-93/4"
T.O. RIDGE
118'-51/2"
T.O. RIDGE (VIF)
118'-51/2"
T.O. PORCH ROOF AT EDGE
101'-73/4"
T.O. AUTOCOURT
PORCH ROOF
AT EDGE
98'-11"T.O. RIDGE
116'-31/4"
EXISTING FLAGSTONE WALK
TO BE REFINISHED
ACCESS EASEMENT TO
ADJACENT PARCEL
EXISTING TRANSFORMER AND
ELECTRICAL PANEL TO REMAIN
TERRACED PLANTING WALLS
TO BE REVISED BY LANDSCAPE
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
PROPOSED EXTENSION OF
SIDEWALK ALONG QUEEN STREET,
TO BE COORDINATED WITH CITY OF
ASPEN ENGINEERING DEPT.
STREET PARKING TO BE MAINTAINED
STONE PLANTER
WITHIN 30" OF
GRADE IN SETBACK
STONE PLANTER
WITHIN 30" OF
GRADE IN SETBACK
EXISTING FENCE AT 114 NEALE AVE
EDGE OF PAVED DRIVEWAY
SERVING ADJACENT PARCEL
EXISTING DRYWELL TO REMAIN
EXISTING DRYWELL TO REMAIN
EXISTING DRYWELL TO REMAINEXISTING DRYWELLS TO REMAIN
ZONE OF HEAVY PLANTING,
UNDERSTORY TO BE REVISED,
TREES TO REMAIN
PROPERTY LINE
SIDE YARD SETBACK
NEALE AVENUE
EXISTING SIDEWALK
NO PROPOSED CHANGES, TO BE
COORDINATED WITH COA
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
PROPERTY LINE
P R O P E R T Y L I N E
PROPOSED
MASTER
BEDROOM PATIO
PROPOSED ROOF
DECK UNDER
PERGOLA
RECONFIGURED
DRIVEWAY AND
PARKING AREA
PROPOSED ROOF
DECK
QUEEN STREET
7901'
7902'
7903'
7 9 0 4 '7 9 0 5 '7 9 0 6 '7 9 0 7 '7 9 0 8'
7 9 0 9 '
7 9 1 0 '
7 9 1 1 '
7 9 1 2 '
7 9 1 3 '7 9 1 4 '7 9 1 5 '
7 9 1 7 '
7 9 1 8 '
7 9 1 9 '
7920'
7 9 2 2 '
7 9 2 3 '
7 9 2 4 '
7 9 1 6 '
7901'
7904'
7904'
7 9 2 1 '
7903'
7904'
7905'
7906'
7907'
7908'
7909'
7910'
7921'
7911'
7
9
1
2
'
7
9
1
3
'
7904'
7904'
T.O. RIDGE
119'-93/4"
T.O. RIDGE
118'-51/2"
LINE OF PERGOLA
PROPOSED PATIO
AND MOVABLE
OUTDOOR KITCHEN
PROPOSED FRONT
PORCH ROOF
110 NEALE AVENUE
ASPEN, CO 81611
PARCEL ID: 273707383002
PROJECT 100' = 7914.35'
T.O. STONE CAP
113'-11/4"
T.O. STONE CAP (VIF)
123'-1"
T.O. STONE CAP (VIF)
125'-5"
EXISTING CONIFEROUS TREE TO BE
REMOVED
EXISTING DECIDUOUS TREE TO BE
REMOVED
EXISTING CONIFEROUS TREE TO REMAIN
EXISTING DECIDUOUS TREE TO REMAIN
NEW DECIDUOUS TREE
NEW CONIFEROUS TREE
SITE PLAN LEGEND
EXISTING 1' CONTOUR
PROPOSED 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 5' CONTOUR
TOPOGRAPHY LEGEND
PROPOSED STANDING SEAM ROOF
EXISTING STRUCTURE TO BE REFINISHED
WITH SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
EXISTING SHAKE ROOF TO BE REFINISHED
EXISTING STRUCTURE TO BE REFINISHED
WITH STANDING SEAM METAL
ROOF MATERIAL LEGEND
PROPOSED SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
N
SCALE: 1:901PROPOSED SITE PLAN AT ROOF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-002
PROPOSED SITE PLAN AT
ROOF
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-006
BASEMENT WALL
DEMOLITION
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
192.00 sq ft
66.50 sq ft
126.00 sq ft
123.75 sq ft
21.75 sq ft
154.75 sq ft
189.75 sq ft 38.50 sq ft
164.50 sq ft
15.75 sq ft
118.50 sq ft
209.00 sq ft
205.75 sq ft
211.50 sq ft
219.75 sq ft
77.75 sq ft
52.00 sq ft
16.50 sq ft
51.00 sq ft
25.75 sq ft 25.75 sq ft
6.25 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
62.50 sq ft 19.75 sq ft
7.00 sq ft
7.75 sq ft
8.25 sq ft
8.25 sq ft
8.25 sq ft
8.75 sq ft
25.75 sq ft
16.75 sq ft
13.75 sq ft
13.75 sq ft
33.50 sq ft
28.00 sq ft
29.25 sq ft 35.25 sq ft
22.25 sq ft
22.25 sq ft
22.25 sq ft
7.75 sq ft
72.75 sq ft 72.75 sq ft
22.50 sq ft
22.50 sq ft
22.50 sq ft
22.50 sq ft
15.25 sq ft
15.25 sq ft
28.75 sq ft
14.25 sq ft
29.50 sq ft
13.75 sq ft
7.50 sq ft
9.00 sq ft
23.50 sq ft
20.75 sq ft
26.25 sq ft
16.25 sq ft16.25 sq ft
26.25 sq ft
72.50 sq ft
22.25 sq ft
43.25 sq ft
61.00 sq ft
29.50 sq ft
120.00 sq ft170.00 sq ft
388.50 sq ft
197.75 sq ft
114.25 sq ft
183.00 sq ft
16.25 sq ft
87.25 sq ft 12.25 sq ft
31.25 sq ft 12.00 sq ft
150.75 sq ft
182.00 sq ft
83.50 sq ft
180.00 sq ft
130.50 sq ft
118.75 sq ft
64.25 sq ft
162.75 sq ft 152.50 sq ft
18.25 sq ft
96.75 sq ft
12.75 sq ft
29.75 sq ft
93.75 sq ft
89.00 sq ft
106.75 sq ft
59.75 sq ft
81.25 sq ft
101.00 sq ft
8.00 sq ft
64.00 sq ft
38.25 sq ft
59.75 sq ft
22.75 sq ft
145.25 sq ft
W1 W2 W3
W11 W12 W13 W14 W15 W16 W17 W18 W19
W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31
W4 W5 W6 W7 W8 W9
W10
W32
W34 W35 W36 W37 W39W38W33 W40
AW1 AW2 AW3 AW4 AW5 AW6 AW7 AW8
205.75 sq ft
24.00 sq ft
6.50 sq ft
9.00 sq ft
48.75 sq ft
9.00 sq ft
7.75 sq ft
76.75 sq ft
26.25 sq ft
26.25 sq ft
9.25 sq ft
25.50 sq ft
13.50 sq ft
22.25 sq ft
15.50 sq ft15.50 sq ft
10.50 sq ft
9.00 sq ft
207.75 sq ft
EXISTING TO REMAIN
TO BE DEMOLISHED
AREA REDUCED FOR FENSTRATION
DEMO CALC FILL LEGEND
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
9
9
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA
0 4'8'16'SCALE: 1/8" = 1'-0"1 BASEMENT LEVEL DEMO PLAN
NO COUNTABLE WALL DEMO AREA AT
BASEMENT LEVEL
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-007
GARAGE (MIDDLE) LEVEL
WALL DEMOLITION
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
192.00 sq ft
66.50 sq ft
126.00 sq ft
123.75 sq ft
21.75 sq ft
154.75 sq ft
189.75 sq ft 38.50 sq ft
164.50 sq ft
15.75 sq ft
118.50 sq ft
209.00 sq ft
205.75 sq ft
211.50 sq ft
219.75 sq ft
77.75 sq ft
52.00 sq ft
16.50 sq ft
51.00 sq ft
25.75 sq ft 25.75 sq ft
6.25 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
62.50 sq ft 19.75 sq ft
7.00 sq ft
7.75 sq ft
8.25 sq ft
8.25 sq ft
8.25 sq ft
8.75 sq ft
25.75 sq ft
16.75 sq ft
13.75 sq ft
13.75 sq ft
33.50 sq ft
28.00 sq ft
29.25 sq ft 35.25 sq ft
22.25 sq ft
22.25 sq ft
22.25 sq ft
7.75 sq ft
72.75 sq ft 72.75 sq ft
22.50 sq ft
22.50 sq ft
22.50 sq ft
22.50 sq ft
15.25 sq ft
15.25 sq ft
28.75 sq ft
14.25 sq ft
29.50 sq ft
13.75 sq ft
7.50 sq ft
9.00 sq ft
23.50 sq ft
20.75 sq ft
26.25 sq ft
16.25 sq ft16.25 sq ft
26.25 sq ft
72.50 sq ft
22.25 sq ft
43.25 sq ft
61.00 sq ft
29.50 sq ft
120.00 sq ft170.00 sq ft
388.50 sq ft
197.75 sq ft
114.25 sq ft
183.00 sq ft
16.25 sq ft
87.25 sq ft 12.25 sq ft
31.25 sq ft 12.00 sq ft
150.75 sq ft
182.00 sq ft
83.50 sq ft
180.00 sq ft
130.50 sq ft
118.75 sq ft
64.25 sq ft
162.75 sq ft 152.50 sq ft
18.25 sq ft
96.75 sq ft
12.75 sq ft
29.75 sq ft
93.75 sq ft
89.00 sq ft
106.75 sq ft
59.75 sq ft
81.25 sq ft
101.00 sq ft
8.00 sq ft
64.00 sq ft
38.25 sq ft
59.75 sq ft
22.75 sq ft
145.25 sq ft
W1 W2 W3
W11 W12 W13 W14 W15 W16 W17 W18 W19
W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31
W4 W5 W6 W7 W8 W9
W10
W32
W34 W35 W36 W37 W39W38W33 W40
AW1 AW2 AW3 AW4 AW5 AW6 AW7 AW8
205.75 sq ft
24.00 sq ft
6.50 sq ft
9.00 sq ft
48.75 sq ft
9.00 sq ft
7.75 sq ft
76.75 sq ft
26.25 sq ft
26.25 sq ft
9.25 sq ft
25.50 sq ft
13.50 sq ft
22.25 sq ft
15.50 sq ft15.50 sq ft
10.50 sq ft
9.00 sq ft
207.75 sq ft
EXISTING TO REMAIN
TO BE DEMOLISHED
AREA REDUCED FOR FENSTRATION
DEMO CALC FILL LEGEND
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
W1
W2
W3
AW2
W40
W39 W38
W37
W36
W34 AW4
AW3
AW1
AW8
AW5
AW6
AW7
9
9
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA
0 4'8'16'SCALE: 1/8" = 1'-0"1 GARAGE (MIDDLE) LEVEL DEMO PLAN
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-008
MAIN LEVEL WALL
DEMOLITION
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
192.00 sq ft
66.50 sq ft
126.00 sq ft
123.75 sq ft
21.75 sq ft
154.75 sq ft
189.75 sq ft 38.50 sq ft
164.50 sq ft
15.75 sq ft
118.50 sq ft
209.00 sq ft
205.75 sq ft
211.50 sq ft
219.75 sq ft
77.75 sq ft
52.00 sq ft
16.50 sq ft
51.00 sq ft
25.75 sq ft 25.75 sq ft
6.25 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
15.00 sq ft
62.50 sq ft 19.75 sq ft
7.00 sq ft
7.75 sq ft
8.25 sq ft
8.25 sq ft
8.25 sq ft
8.75 sq ft
25.75 sq ft
16.75 sq ft
13.75 sq ft
13.75 sq ft
33.50 sq ft
28.00 sq ft
29.25 sq ft 35.25 sq ft
22.25 sq ft
22.25 sq ft
22.25 sq ft
7.75 sq ft
72.75 sq ft 72.75 sq ft
22.50 sq ft
22.50 sq ft
22.50 sq ft
22.50 sq ft
15.25 sq ft
15.25 sq ft
28.75 sq ft
14.25 sq ft
29.50 sq ft
13.75 sq ft
7.50 sq ft
9.00 sq ft
23.50 sq ft
20.75 sq ft
26.25 sq ft
16.25 sq ft16.25 sq ft
26.25 sq ft
72.50 sq ft
22.25 sq ft
43.25 sq ft
61.00 sq ft
29.50 sq ft
120.00 sq ft170.00 sq ft
388.50 sq ft
197.75 sq ft
114.25 sq ft
183.00 sq ft
16.25 sq ft
87.25 sq ft 12.25 sq ft
31.25 sq ft 12.00 sq ft
150.75 sq ft
182.00 sq ft
83.50 sq ft
180.00 sq ft
130.50 sq ft
118.75 sq ft
64.25 sq ft
162.75 sq ft 152.50 sq ft
18.25 sq ft
96.75 sq ft
12.75 sq ft
29.75 sq ft
93.75 sq ft
89.00 sq ft
106.75 sq ft
59.75 sq ft
81.25 sq ft
101.00 sq ft
8.00 sq ft
64.00 sq ft
38.25 sq ft
59.75 sq ft
22.75 sq ft
145.25 sq ft
W1 W2 W3
W11 W12 W13 W14 W15 W16 W17 W18 W19
W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31
W4 W5 W6 W7 W8 W9
W10
W32
W34 W35 W36 W37 W39W38W33 W40
AW1 AW2 AW3 AW4 AW5 AW6 AW7 AW8
205.75 sq ft
24.00 sq ft
6.50 sq ft
9.00 sq ft
48.75 sq ft
9.00 sq ft
7.75 sq ft
76.75 sq ft
26.25 sq ft
26.25 sq ft
9.25 sq ft
25.50 sq ft
13.50 sq ft
22.25 sq ft
15.50 sq ft15.50 sq ft
10.50 sq ft
9.00 sq ft
207.75 sq ft
EXISTING TO REMAIN
TO BE DEMOLISHED
AREA REDUCED FOR FENSTRATION
DEMO CALC FILL LEGEND
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
W1
W2
W3W4
W5
W6
W7
W8
W9
W10
W11
W12
W13
W14
W15
W16
W17
W18
W19
W20 W21
W22
W23
W24
W25
W26
W27
W28 W29
W30
W31
W32
9
9
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
RXX
RXX
RXX
RXX
RXX
RXX
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA
0 4'8'16'SCALE: 1/8" = 1'-0"1 MAIN LEVEL DEMO PLAN
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-009
ROOF DEMOLITION
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
68.00 sq ft
18.25 sq ft18.25 sq ft
98.00 sq ft
29.75 sq ft
58.25 sq ft
78.00 sq ft
77.25 sq ft
225.00 sq ft
101.25 sq ft
23.50 sq ft
23.50 sq ft
214.50 sq ft
590.00 sq ft
289.00 sq ft
630.00 sq ft
139.00 sq ft
44.50 sq ft
554.50 sq ft
71.75 sq ft
88.00 sq ft
220.25 sq ft
42.25 sq ft42.25 sq ft
178.00 sq ft
306.00 sq ft
176.25 sq ft
79.50 sq ft
85.75 sq ft
54.50 sq ft
88.50 sq ft
53.00 sq ft
113.00 sq ft
134.50 sq ft
170.25 sq ft
255.00 sq ft
18.50 sq ft
61.00 sq ft
61.75 sq ft
19.50 sq ft
219.50 sq ft39.75 sq ft
4.25 sq ft
105.50 sq ft105.50 sq ft
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R15
R14
R16
R17
R18
R20
R21
R19
R22
R23
R25
R24
R26
R27
R28
R29
R30
R32
AR1
AR2
AR3
AR4
AR5
R33
R34
R31
R35
54.50 sq ft
20.75 sq ft
EXISTING TO REMAIN
TO BE DEMOLISHED
AREA REDUCED FOR FENSTRATION
DEMO CALC FILL LEGEND
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
R26
R27
R29
R28 R30
R33
R35
R34
R25R21
R20 R22 R24
R19
R18
R17
R15
R14
R13
R11
R12
R16
R9
R5
R4
9
9
R6
R7
R8 R10
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
R31
R32
AR1 AR2
AR3
AR4
AR5R23
R3
R2
R1
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
Existing Demolition Calculations - Walls Existing Demolition Calculations - Roof
110 Neale Ave 110 Neale Ave
Demolition Demolition
Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)Wall/Roof Label Individual Area (Sq Ft)
Area Reduced for
Fenestration
(Sq Ft)
Area to be Removed
(Sq Ft)
AW1 81.25 25.50 55.75 AR1 255.00 0.00 255.00
AW2 66.50 13.75 52.75 AR2 170.25 0.00 170.25
AW3 133.00 27.75 0.00 AR3 134.50 0.00 134.50
AW4 179.00 6.75 0.00 AR4 113.00 0.00 113.00
AW5 101.00 0.00 0.00 AR5 53.00 0.00 53.00
AW6 8.00 0.00 8.00
AW7 64.00 0.00 64.00 R1 88.50 0.00 0.00
AW8 126.00 9.00 70.00 R2 85.75 0.00 0.00
R3 54.50 0.00 0.00
W1 388.50 91.50 157.50 R4 79.50 0.00 0.00
W2 197.75 0.00 51.50 R5 176.25 0.00 0.00
W3 114.25 19.75 38.25 R6 178.00 0.00 4.25
W4 18.25 0.00 18.25 R7 220.25 0.00 0.00
W5 123.75 45.00 21.75 R8 42.25 0.00 0.00
W6 96.75 45.00 51.75 R9 306.00 0.00 147.75
W7 12.75 0.00 12.75 R10 42.25 0.00 0.00
W8 29.75 0.00 29.75 R11 71.75 0.00 71.75
W9 93.75 62.50 31.25 R12 88.00 0.00 0.00
W10 237.25 6.50 22.25 R13 61.00 0.00 61.00
W11 214.50 19.75 0.00 R14 61.75 0.00 61.75
W12 47.25 0.00 0.00 R15 18.50 0.00 18.50
W13 59.75 7.00 0.00 R16 139.00 0.00 39.75
W14 87.25 7.75 0.00 R17 19.50 0.00 19.50
W15 12.25 0.00 0.00 R18 44.50 0.00 44.50
W16 31.25 0.00 0.00 R19 554.50 0.00 219.50
W17 12.00 0.00 0.00 R20 18.25 0.00 18.25
W18 164.25 24.75 0.00 R21 630.00 0.00 160.00
W19 205.75 66.75 22.25 R22 68.00 0.00 68.00
W20 89.00 0.00 0.00 R23 289.00 0.00 0.00
W21 106.75 34.50 0.00 R24 18.25 0.00 18.25
W22 150.75 16.75 0.00 R25 590.00 0.00 105.50
W23 182.00 27.50 0.00 R26 225.00 0.00 0.00
W24 83.50 33.50 0.00 R27 214.50 0.00 0.00
W25 180.00 170.00 0.00 R28 98.00 0.00 0.00
W26 130.50 120.00 0.00 R29 101.25 0.00 0.00
W27 178.50 0.00 0.00 R30 29.75 0.00 0.00
W28 87.00 0.00 0.00 R31 23.50 0.00 0.00
W29 145.25 66.75 61.00 R32 23.50 0.00 0.00
W30 207.75 107.50 63.25 R33 58.25 0.00 0.00
W31 162.75 90.00 0.00 R34 76.50 0.00 48.75
W32 152.50 14.25 44.25 R35 78.00 0.00 78.00
W33 15.75 0.00 0.00 Wall Surface Area Total (Sq Ft)5,599.25
W34 118.50 0.00 0.00 Area Reduced for Fenestration (Sq Ft)0.00
W35 209.00 92.50 0.00 Wall Surface Area to be Removed (Sq Ft)1,910.75
W36 205.75 15.50 190.25
W37 211.50 145.50 66.00
W38 219.75 59.25 160.50
W39 52.00 29.50 22.50
W40 77.75 9.25 43.25
Wall Surface Area Total (Sq Ft)5,872.00
Area Reduced for Fenestration (Sq Ft)1511.25
Wall Surface Area to be Removed (Sq Ft)1,358.75
Demolition Totals
Roof + Wall Area Used for Demo Calculation (Sq Ft)9,960.00
Surface Area to be Removed (Sq Ft)3,269.50
Total 32.83%
0 4'8'16'SCALE: 1/8" = 1'-0"2 WALL DEMO AREA
0 4'8'16'SCALE: 1/8" = 1'-0"1 ROOF LEVEL DEMO PLAN
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-010X
FLOOR AREA
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
85.25 sq ft 63.00 sq ft 27.75 sq ft
153.75 sq ft 100.50 sq ft 80.00 sq ft
8.25 sq ft
66.00 sq ft 389.25 sq ft
249.50 sq ft 418.00 sq ft
80.00 sq ft
144.50 sq ft
9.50 sq ft
39.50 sq ft
XB1 XB2 XB3 XB4 XB5 XB6
XB9 XB10 XB11
XB7 XB8
XB12
COUNTABLE
FAR PLAN LEGEND
DECK
GARAGE
EXEMPT - T.O. CIRCULATION OR OPEN TO
BELOW
EXEMPT - FRONT PORCH
EXEMPT - ON-GRADE PATIO
2,064.75 sq ft
XB1
XB2
XB3
XB12
XB11
XB6
XB4
XB5
CRAWL SPACE
9
9
XB10
XB9
XB8
XB7
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
110 Neale Avenue
Existing Basement Level Floor Area
Basement Level Floor Area without Exemptions (Sq Ft)2,064.75
Existing Lower Level Floor Area
Lower Level Floor Area without Exemptions (Sq Ft)2,347.00
Lower Level Exempt (OTB / T.O. Circ)0.00
Garage Floor Area without Exemptions (Sq Ft)483.00
Existing Main Level Floor Area
Main Level Floor Area without Exemptions (Sq Ft)2,756.50
Main Level Exempt (T.O. Circ)110.25
Front Portch (Exempt)66.00
Main Level Deck Floor Area without Exemptions (Sq Ft)780.50
Existing "ADU" Floor Area
ADU Gross Floor Area (Sq Ft)405.50
Front Portch (Exempt)30.25
Existing Basement Level Wall Calculations
Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XB1 153.75 0.00
XB2 100.50 0.00
XB3 80.00 0.00
XB4 8.25 0.00
XB5 66.00 0.00
XB6 389.25 0.00
XB7 144.50 0.00
XB8 9.50 0.00
XB9 249.50 0.00
XB10 418.00 85.25
XB11 80.00 63.00
XB12 39.50 31.25
Overall Total Wall Areas (Sq Ft)1,738.75
Exposed Wall Area (Sq Ft)179.50
% of Exposed Wall (Exposed / Total)10.32%
Existing Basement Level Floor Area Calculations
Basement Level Gross Floor Area (Sq Ft)2,064.75
Basement Level Countable Floor Area (Sq Ft)213.15
Basement Level Area x
Percent Exposed @
10.32%
Existing Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XL1 84.25 0.00
XL2 103.00 57.00
XL3 80.75 54.50
XL4 8.00 5.25
XL5 82.25 18.75
XL6 8.00 1.00
XL7 86.75 6.00
XL8 224.75 0.00
XL9 101.00 0.00
XL10 150.50 0.00
XL11 148.75 0.00
XL12 12.75 0.00
XL13 253.75 89.50
XL14 177.25 177.25
XL15 201.25 201.25
XL16 200.25 200.25
XL17 201.25 201.25
XL18 43.25 43.25
XL19 82.75 82.75
XL20 19.25 19.25
Overall Total Wall Areas (Sq Ft)2,269.75
Exposed Wall Area (Sq Ft)1,157.25
% of Exposed Wall (Exposed / Total)50.99%
Existing Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)2,347.00
Lower Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)483.00
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)116.50 (500-250)/2
Lower Level & Garage Floor Area After Exemptions 2,463.50
Lower Level Countable Floor Area (Sq Ft)1,256.03
Lower Level Area x
Percent Exposed @
50.99%
Existing Main Level Wall Calculations
Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XM1 368.00 368.00
XM2 124.25 124.25
XM3 73.25 73.25
XM4 8.50 8.50
XM5 73.50 73.50
XM6 73.50 73.50
XM7 8.75 8.75
XM8 36.00 36.00
XM9 98.00 98.00
XM10 181.75 181.75
XM11 167.50 165.75
XM12 14.50 12.50
XM13 66.25 51.75
XM14 118.50 82.00
XM15 14.50 9.75
XM16 51.75 35.50
XM17 14.50 9.75
XM18 211.25 156.75
XM19 243.00 184.50
XM20 40.50 39.00
XM21 100.00 99.00
XM22 151.00 151.00
XM23 151.50 151.50
XM24 76.75 76.75
XM25 175.50 175.50
XM26 125.50 125.50
XM27 29.00 29.00
XM28 14.00 14.00
XM29 140.50 140.50
XM30 194.25 194.25
XM31 175.50 175.50
XM32 171.25 171.25
Overall Total Wall Areas (Sq Ft)3,492.50
Exposed Wall Area (Sq Ft)3,296.50
% of Exposed Wall (Exposed / Total)94.39%
Existing Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)2,756.50
Main Level Exempt (Open to Below / T.O. Circulation)110.25
Main Level After Exemptions (Sq Ft)2,646.25 2756.50-110.25
Main Level Countable Floor Area (Sq Ft)2,497.74
Main Level Area x Percent
Exposed @ 94.39%
Front Porch Gross Floor Area (Sq Ft)66.00 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)780.50
Existing ADU Wall Calculations
ADU Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XA1 81.25 81.25
XA2 66.50 66.50
XA3 106.50 106.50
XA4 190.00 179.00
XA5 106.50 74.75
XA6 9.75 8.00
XA7 81.25 64.00
XA8 105.50 100.25
Overall Total Wall Areas (Sq Ft)747.25
Exposed Wall Area (Sq Ft)680.25
% of Exposed Wall (Exposed / Total)91.03%
Existing ADU Floor Area Calculations
ADU Gross Floor Area (Sq Ft)405.50
ADU Countable Floor Area (Sq Ft)369.14
ADU Area x Percent
Exposed @ 91.03%
Front Porch Gross Floor Area (Sq Ft)30.25 Exempt Front Porch
Total Exsiting Floor Area Calculations
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% of Allowable FAR 0.00 3,965.97 x 0.15
Countable Deck Floor Area (Sq Ft)780.50
Total Existing Floor Area 5,116.57
Existing Floor Area Calculations
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Existing Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% Allowable FAR
(NA)0.00 3,966.92 x 0.15
Countable Deck Floor Area (Sq Ft)0.00
Total Existing Countable Floor Area 4,336.07
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Proposed Interior Floor Area (Sq Ft)4,302.08
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable
Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.08
Total Proposed Floor Area Calculations
NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain
current measured floor area per the plans.
Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA)
0 4'8'16'SCALE: 1/8" = 1'-0"2 EXISTING BASEMENT LEVEL EXPOSURE
0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING BASEMENT LEVEL FLOOR AREA
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-011X
FLOOR AREA
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
COUNTABLE
FAR PLAN LEGEND
DECK
GARAGE
EXEMPT - T.O. CIRCULATION OR OPEN TO
BELOW
EXEMPT - FRONT PORCH
EXEMPT - ON-GRADE PATIO40.00 sq ft 6.50 sq ft19.00 sq ft
1.25 sq ft
2.50 sq ft
64.25 sq ft
89.50 sq ft
84.25 sq ft
103.00 sq ft 80.75 sq ft
8.00 sq ft
82.25 sq ft
8.00 sq ft
86.75 sq ft 224.75 sq ft 101.00 sq ft
150.50 sq ft 148.75 sq ft
12.75 sq ft
253.75 sq ft 177.25 sq ft 204.25 sq ft
200.25 sq ft 204.25 sq ft 43.25 sq ft 82.75 sq ft 19.25 sq ft
XL1 XL2 XL3 XL4 XL5 XL6 XL7 XL8 XL9
XL10 XL11 XL12 XL13 XL14 XL15
XL16 XL17 XL18 XL19 XL20
190.00 sq ft
106.50 sq ft
9.75 sq ft
81.25 sq ft
109.75 sq ft
81.25 sq ft 62.00 sq ft 106.50 sq ft 179.00 sq ft
74.75 sq ft
8.00 sq ft
64.00 sq ft
104.75 sq ft
XA1 XA2 XA3 XA4 XA5 XA6 XA7 XA8
110 Neale Avenue
Existing Basement Level Floor Area
Basement Level Floor Area without Exemptions (Sq Ft)2,064.75
Existing Lower Level Floor Area
Lower Level Floor Area without Exemptions (Sq Ft)2,347.00
Lower Level Exempt (OTB / T.O. Circ)0.00
Garage Floor Area without Exemptions (Sq Ft)483.00
Existing Main Level Floor Area
Main Level Floor Area without Exemptions (Sq Ft)2,756.50
Main Level Exempt (T.O. Circ)110.25
Front Portch (Exempt)66.00
Main Level Deck Floor Area without Exemptions (Sq Ft)780.50
Existing "ADU" Floor Area
ADU Gross Floor Area (Sq Ft)405.50
Front Portch (Exempt)30.25
Existing Basement Level Wall Calculations
Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XB1 153.75 0.00
XB2 100.50 0.00
XB3 80.00 0.00
XB4 8.25 0.00
XB5 66.00 0.00
XB6 389.25 0.00
XB7 144.50 0.00
XB8 9.50 0.00
XB9 249.50 0.00
XB10 418.00 85.25
XB11 80.00 63.00
XB12 39.50 31.25
Overall Total Wall Areas (Sq Ft)1,738.75
Exposed Wall Area (Sq Ft)179.50
% of Exposed Wall (Exposed / Total)10.32%
Existing Basement Level Floor Area Calculations
Basement Level Gross Floor Area (Sq Ft)2,064.75
Basement Level Countable Floor Area (Sq Ft)213.15
Basement Level Area x
Percent Exposed @
10.32%
Existing Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XL1 84.25 0.00
XL2 103.00 57.00
XL3 80.75 54.50
XL4 8.00 5.25
XL5 82.25 18.75
XL6 8.00 1.00
XL7 86.75 6.00
XL8 224.75 0.00
XL9 101.00 0.00
XL10 150.50 0.00
XL11 148.75 0.00
XL12 12.75 0.00
XL13 253.75 89.50
XL14 177.25 177.25
XL15 201.25 201.25
XL16 200.25 200.25
XL17 201.25 201.25
XL18 43.25 43.25
XL19 82.75 82.75
XL20 19.25 19.25
Overall Total Wall Areas (Sq Ft)2,269.75
Exposed Wall Area (Sq Ft)1,157.25
% of Exposed Wall (Exposed / Total)50.99%
Existing Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)2,347.00
Lower Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)483.00
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)116.50 (500-250)/2
Lower Level & Garage Floor Area After Exemptions 2,463.50
Lower Level Countable Floor Area (Sq Ft)1,256.03
Lower Level Area x
Percent Exposed @
50.99%
Existing Main Level Wall Calculations
Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XM1 368.00 368.00
XM2 124.25 124.25
XM3 73.25 73.25
XM4 8.50 8.50
XM5 73.50 73.50
XM6 73.50 73.50
XM7 8.75 8.75
XM8 36.00 36.00
XM9 98.00 98.00
XM10 181.75 181.75
XM11 167.50 165.75
XM12 14.50 12.50
XM13 66.25 51.75
XM14 118.50 82.00
XM15 14.50 9.75
XM16 51.75 35.50
XM17 14.50 9.75
XM18 211.25 156.75
XM19 243.00 184.50
XM20 40.50 39.00
XM21 100.00 99.00
XM22 151.00 151.00
XM23 151.50 151.50
XM24 76.75 76.75
XM25 175.50 175.50
XM26 125.50 125.50
XM27 29.00 29.00
XM28 14.00 14.00
XM29 140.50 140.50
XM30 194.25 194.25
XM31 175.50 175.50
XM32 171.25 171.25
Overall Total Wall Areas (Sq Ft)3,492.50
Exposed Wall Area (Sq Ft)3,296.50
% of Exposed Wall (Exposed / Total)94.39%
Existing Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)2,756.50
Main Level Exempt (Open to Below / T.O. Circulation)110.25
Main Level After Exemptions (Sq Ft)2,646.25 2756.50-110.25
Main Level Countable Floor Area (Sq Ft)2,497.74
Main Level Area x Percent
Exposed @ 94.39%
Front Porch Gross Floor Area (Sq Ft)66.00 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)780.50
Existing ADU Wall Calculations
ADU Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XA1 81.25 81.25
XA2 66.50 66.50
XA3 106.50 106.50
XA4 190.00 179.00
XA5 106.50 74.75
XA6 9.75 8.00
XA7 81.25 64.00
XA8 105.50 100.25
Overall Total Wall Areas (Sq Ft)747.25
Exposed Wall Area (Sq Ft)680.25
% of Exposed Wall (Exposed / Total)91.03%
Existing ADU Floor Area Calculations
ADU Gross Floor Area (Sq Ft)405.50
ADU Countable Floor Area (Sq Ft)369.14
ADU Area x Percent
Exposed @ 91.03%
Front Porch Gross Floor Area (Sq Ft)30.25 Exempt Front Porch
Total Exsiting Floor Area Calculations
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% of Allowable FAR 0.00 3,965.97 x 0.15
Countable Deck Floor Area (Sq Ft)780.50
Total Existing Floor Area 5,116.57
Existing Floor Area Calculations
483.00 sq ft
405.50 sq ft
XL1
XL2
XL3XL4
XL5
XL6
XL7
XL8
XL9
XL10
XL11
XL12 XL13
XL14
XL15
XL16
XL17
XL18
XL19
XL20
XA1
XA2
XA3
XA4
XA5
XA6 XA7
XA8
CRAWL SPACE
9
9
2,347.75 sq ft
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Existing Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% Allowable FAR
(NA)0.00 3,966.92 x 0.15
Countable Deck Floor Area (Sq Ft)0.00
Total Existing Countable Floor Area 4,336.07
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Proposed Interior Floor Area (Sq Ft)4,302.08
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable
Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.08
Total Proposed Floor Area Calculations
NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain
current measured floor area per the plans.
Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA)
0 4'8'16'SCALE: 1/8" = 1'-0"2 EXISTING GARAGE (MIDDLE) LEVEL EXPOSURE
0 4'8'16'SCALE: 1/8" = 1'-0"3 EXISTING ADU EXPOSURE
0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING GARAGE (MIDDLE) LEVEL FLOOR AREA
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-012X
FLOOR AREA
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
COUNTABLE
FAR PLAN LEGEND
DECK
GARAGE
EXEMPT - T.O. CIRCULATION OR OPEN TO
BELOW
EXEMPT - FRONT PORCH
EXEMPT - ON-GRADE PATIO
14.50 sq ft
51.75 sq ft14.50 sq ft
118.50 sq ft66.25 sq ft
14.50 sq ft
164.50 sq ft
238.50 sq ft203.00 sq ft
149.50 sq ft
217.00 sq ft
178.50 sq ft
363.75 sq ft
181.25 sq ft
80.00 sq ft
162.50 sq ft
12.75 sq ft
53.25 sq ft 83.00 sq ft
10.00 sq ft
35.50 sq ft
9.75 sq ft
38.00 sq ft 103.50 sq ft 151.00 sq ft 151.50 sq ft
75.75 sq ft 188.50 sq ft 134.75 sq ft
31.25 sq ft
15.00 sq ft
151.00 sq ft 188.50 sq ft 181.25 sq ft
9.75 sq ft
85.50 sq ft 85.50 sq ft
9.75 sq ft
35.25 sq ft
103.50 sq ft 181.75 sq ft
XM1 XM2
XM3 XM11 XM12
XM13 XM14 XM15 XM16 XM17 XM18 XM19 XM20 XM21 XM22 XM23
XM24 XM25 XM26 XM27 XM28 XM29 XM30 XM31
XM32
XM4 XM5 XM6 XM7 XM8 XM9 XM10
65.00 sq ft
189.00 sq ft
288.25 sq ft
134.25 sq ft
FF
129.25 sq ft
XM1
XM2
XM3XM4
XM5
XM6
XM7
XM8
XM9
XM10
XM11
XM12
XM13
XM14
XM15XM16
XM17
XM18
XM19
XM20
XM21
XM22
XM23
XM24
XM25
XM26
XM27
XM28 XM29
XM30
XM31
XM32
60.50 sq ft
9
9
RG
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
2,756.50 sq ft
42.25 sq ft
110 Neale Avenue
Existing Basement Level Floor Area
Basement Level Floor Area without Exemptions (Sq Ft)2,064.75
Existing Lower Level Floor Area
Lower Level Floor Area without Exemptions (Sq Ft)2,347.00
Lower Level Exempt (OTB / T.O. Circ)0.00
Garage Floor Area without Exemptions (Sq Ft)483.00
Existing Main Level Floor Area
Main Level Floor Area without Exemptions (Sq Ft)2,756.50
Main Level Exempt (T.O. Circ)110.25
Front Portch (Exempt)66.00
Main Level Deck Floor Area without Exemptions (Sq Ft)780.50
Existing "ADU" Floor Area
ADU Gross Floor Area (Sq Ft)405.50
Front Portch (Exempt)30.25
Existing Basement Level Wall Calculations
Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XB1 153.75 0.00
XB2 100.50 0.00
XB3 80.00 0.00
XB4 8.25 0.00
XB5 66.00 0.00
XB6 389.25 0.00
XB7 144.50 0.00
XB8 9.50 0.00
XB9 249.50 0.00
XB10 418.00 85.25
XB11 80.00 63.00
XB12 39.50 31.25
Overall Total Wall Areas (Sq Ft)1,738.75
Exposed Wall Area (Sq Ft)179.50
% of Exposed Wall (Exposed / Total)10.32%
Existing Basement Level Floor Area Calculations
Basement Level Gross Floor Area (Sq Ft)2,064.75
Basement Level Countable Floor Area (Sq Ft)213.15
Basement Level Area x
Percent Exposed @
10.32%
Existing Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XL1 84.25 0.00
XL2 103.00 57.00
XL3 80.75 54.50
XL4 8.00 5.25
XL5 82.25 18.75
XL6 8.00 1.00
XL7 86.75 6.00
XL8 224.75 0.00
XL9 101.00 0.00
XL10 150.50 0.00
XL11 148.75 0.00
XL12 12.75 0.00
XL13 253.75 89.50
XL14 177.25 177.25
XL15 201.25 201.25
XL16 200.25 200.25
XL17 201.25 201.25
XL18 43.25 43.25
XL19 82.75 82.75
XL20 19.25 19.25
Overall Total Wall Areas (Sq Ft)2,269.75
Exposed Wall Area (Sq Ft)1,157.25
% of Exposed Wall (Exposed / Total)50.99%
Existing Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)2,347.00
Lower Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)483.00
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)116.50 (500-250)/2
Lower Level & Garage Floor Area After Exemptions 2,463.50
Lower Level Countable Floor Area (Sq Ft)1,256.03
Lower Level Area x
Percent Exposed @
50.99%
Existing Main Level Wall Calculations
Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XM1 368.00 368.00
XM2 124.25 124.25
XM3 73.25 73.25
XM4 8.50 8.50
XM5 73.50 73.50
XM6 73.50 73.50
XM7 8.75 8.75
XM8 36.00 36.00
XM9 98.00 98.00
XM10 181.75 181.75
XM11 167.50 165.75
XM12 14.50 12.50
XM13 66.25 51.75
XM14 118.50 82.00
XM15 14.50 9.75
XM16 51.75 35.50
XM17 14.50 9.75
XM18 211.25 156.75
XM19 243.00 184.50
XM20 40.50 39.00
XM21 100.00 99.00
XM22 151.00 151.00
XM23 151.50 151.50
XM24 76.75 76.75
XM25 175.50 175.50
XM26 125.50 125.50
XM27 29.00 29.00
XM28 14.00 14.00
XM29 140.50 140.50
XM30 194.25 194.25
XM31 175.50 175.50
XM32 171.25 171.25
Overall Total Wall Areas (Sq Ft)3,492.50
Exposed Wall Area (Sq Ft)3,296.50
% of Exposed Wall (Exposed / Total)94.39%
Existing Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)2,756.50
Main Level Exempt (Open to Below / T.O. Circulation)110.25
Main Level After Exemptions (Sq Ft)2,646.25 2756.50-110.25
Main Level Countable Floor Area (Sq Ft)2,497.74
Main Level Area x Percent
Exposed @ 94.39%
Front Porch Gross Floor Area (Sq Ft)66.00 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)780.50
Existing ADU Wall Calculations
ADU Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
XA1 81.25 81.25
XA2 66.50 66.50
XA3 106.50 106.50
XA4 190.00 179.00
XA5 106.50 74.75
XA6 9.75 8.00
XA7 81.25 64.00
XA8 105.50 100.25
Overall Total Wall Areas (Sq Ft)747.25
Exposed Wall Area (Sq Ft)680.25
% of Exposed Wall (Exposed / Total)91.03%
Existing ADU Floor Area Calculations
ADU Gross Floor Area (Sq Ft)405.50
ADU Countable Floor Area (Sq Ft)369.14
ADU Area x Percent
Exposed @ 91.03%
Front Porch Gross Floor Area (Sq Ft)30.25 Exempt Front Porch
Total Exsiting Floor Area Calculations
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% of Allowable FAR 0.00 3,965.97 x 0.15
Countable Deck Floor Area (Sq Ft)780.50
Total Existing Floor Area 5,116.57
Existing Floor Area Calculations
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Existing Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% Allowable FAR
(NA)0.00 3,966.92 x 0.15
Countable Deck Floor Area (Sq Ft)0.00
Total Existing Countable Floor Area 4,336.07
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Proposed Interior Floor Area (Sq Ft)4,302.08
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable
Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.08
Total Proposed Floor Area Calculations
NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain
current measured floor area per the plans.
Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA)
0 4'8'16'SCALE: 1/8" = 1'-0"2 EXISTING MAIN LEVEL EXPOSURE
0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING MAIN LEVEL FLOOR AREA
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-010
FLOOR AREA
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
COUNTABLE
FAR PLAN LEGEND
DECK
GARAGE
EXEMPT - T.O. CIRCULATION OR OPEN TO
BELOW
EXEMPT - FRONT PORCH
EXEMPT - ON-GRADE PATIO
248.00 sq ft
47.50 sq ft
146.50 sq ft 77.25 sq ft
176.50 sq ft 114.75 sq ft 153.75 sq ft 378.25 sq ft 147.50 sq ft
12.50 sq ft
198.25 sq ft
564.25 sq ft 421.00 sq ft
40.50 sq ft
17.25 sq ft
17.25 sq ft
17.25 sq ft
17.25 sq ft
17.25 sq ft
17.25 sq ft
B1 B2 B3 B4 B5
B6 B7 B11
B12 B13 B14
B8 B9 B10
Proposed Floor Area Calculations
110 Neale
Proposed Basement Level Floor Area
Basement Level Floor Area without Exemptions (Sq Ft)4,149.50
Prposed Garage Level Floor Area
Lower Level Floor Area without Exemptions (Sq Ft)2,801.75
Lower Level Exempt (OTB / T.O. Circ)0.00
Garage Level Patio (Exempt)257,25
Garage Floor Area without Exemptions (Sq Ft)491.75
Proposed Main Level Floor Area Calculations
Main Level Floor Area without Exemptions (Sq Ft)2,890.75
Main Level Exempt (T.O. Circ)210.50
Main Level Patio (Exempt)463.25
Front Portch (Exempt)228.75
Main Level Deck Floor Area without Exemptions (Sq Ft)778.50
Proposed "ADU" Floor Area Calculations
ADU Gross Floor Area (Sq Ft)0.00
Front Portch (Exempt)0.00
FAR
Proposed Basement Level Wall Calculations
Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PB1 176.50 0.00
PB2 114.75 0.00
PB3 153.75 17.25
PB4 378.25 0.00
PB5 147.50 0.00
PB6 12.50 0.00
PB7 248.00 17.25
PB8 47.50 17.25
PB9 146.50 0.00
PB10 77.25 0.00
PB11 198.25 17.25
PB12 564.25 0.00
PB13 421.00 34.50
PB14 40.50 0.00
Overall Total Wall Areas (Sq Ft)2,726.50
Exposed Wall Area (Sq Ft)103.50
% of Exposed Wall (Exposed / Total)3.80%
Proposed Basement Level Floor Area Calculations
Basement Level Gross Floor Area (Sq Ft)4,149.50
Basement Level Countable Floor Area (Sq Ft)157.52
Basement Level Area x
Percent Exposed @ 3.8%
Proposed Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PL1 85.50 0.00
PL2 54.25 0.00
PL3 262.25 75.25
PL4 221.75 0.00
PL5 103.00 17.00
PL6 148.25 17.00
PL7 146.75 0.00
PL8 12.50 0.00
PL9 391.50 199.50
PL10 136.50 109.00
PL11 190.25 136.25
PL12 188.00 174.75
PL13 190.25 190.25
PL14 17.25 17.25
PL15 44.50 44.50
PL16 367.00 367.00
PL17 108.00 105.00
PL18 43.25 38.75
PL19 60.50 48.25
Overall Total Wall Areas (Sq Ft)2,771.25
Exposed Wall Area (Sq Ft)1,539.75
% of Exposed Wall (Exposed / Total)55.56%
Proposed Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)2,801.75
Lower Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)491.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)120.88 (500-250)/2
Lower Level & Garage Floor Area After Exemptions 2,922.63
Lower Level Countable Floor Area (Sq Ft)1,623.86
Lower Level Area x
Percent Exposed @
55.56%
Proposed Main Level Wall Calculations
Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PM1 297.75 297.75
PM2 177.25 177.25
PM3 244.25 244.25
PM4 53.50 53.50
PM5 47.75 47.75
PM6 15.50 15.50
PM7 167.50 165.75
PM8 15.50 13.75
PM9 65.00 51.75
PM10 116.00 80.50
PM11 14.25 9.75
PM12 50.25 34.00
PM13 14.25 9.75
PM14 211.25 157.25
PM15 236.25 176.50
PM16 36.50 36.50
PM17 99.00 99.00
PM18 151.00 151.00
PM19 149.00 149.00
PM20 85.00 85.00
PM21 185.25 185.25
PM22 132.50 132.50
PM23 30.50 30.50
PM24 14.75 14.75
PM25 149.00 149.00
PM26 201.50 201.50
PM27 170.00 170.00
PM28 82.50 82.50
Overall Total Wall Areas (Sq Ft)3,212.75
Exposed Wall Area (Sq Ft)3,021.50
% of Exposed Wall (Exposed / Total)94.05%
Proposed Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)2,890.75
Main Level Exempt (Open to Below / T.O. Circulation)210.50
Main Level After Exemptions (Sq Ft)2,680.25 2720.50-119.25
Main Level Countable Interior Floor Area (Sq Ft)2,520.70
Main Level Area x Percent
Exposed @ 94.05%
Front Porch Gross Floor Area (Sq Ft)228.75 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)778.50
Main Level Patio Floor Area (Sq Ft)461.00
Total Proposed Floor Area Calculations
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Interior Floor Area (Sq Ft)4,302.07
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.07
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Existing Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% Allowable FAR
(NA)0.00 3,966.92 x 0.15
Countable Deck Floor Area (Sq Ft)0.00
Total Existing Countable Floor Area 4,336.07
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Proposed Interior Floor Area (Sq Ft)4,302.08
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable
Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.08
Total Proposed Floor Area Calculations
NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain
current measured floor area per the plans.
Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA)
B1
B2
B3
B4
B5
B6
B12
B11
B10
B9
B8
B7
B13B14
CRAWL SPACE
9
9
4,149.50 sq ft
4
4
6
6
7
7
10
10
5
5
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
11
11
K K
L L
0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED BASEMENT LEVEL EXPOSURE
0 4'8'16'SCALE: 1/8" = 1'-0"1 PROPOSED BASEMENT LEVEL FLOOR AREA
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-011
FLOOR AREA
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
COUNTABLE
FAR PLAN LEGEND
DECK
GARAGE
EXEMPT - T.O. CIRCULATION OR OPEN TO
BELOW
EXEMPT - FRONT PORCH
EXEMPT - ON-GRADE PATIO
199.50 sq ft
127.50 sq ft 190.25 sq ft
84.50 sq ft 54.25 sq ft 262.25 sq ft
72.25 sq ft
221.75 sq ft
103.00 sq ft
148.25 sq ft
146.75 sq ft
12.50 sq ft
109.00 sq ft
188.00 sq ft
190.25 sq ft 367.00 sq ft
17.00 sq ft
17.00 sq ft
108.00 sq ft
43.25 sq ft
60.50 sq ft44.50 sq ft
48.25 sq ft
L1 L2 L3 L4 L5 L6
L7 L8 L9 L10 L11 L12
L13 L16 L17 L18 L19L14L15
257.25 sq ft
L1
L2
L3
L4
L5
L6
L7
L8 L9
L10
L11
L12
L13
L14
L15
L16
L17L18
L19
CRAWL SPACE
491.75 sq ft
2,801.75 sq ft
9
9
4
4
6
6
7
7
10
10
5
5
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
11
11
K K
L L
Proposed Floor Area Calculations
110 Neale
Proposed Basement Level Floor Area
Basement Level Floor Area without Exemptions (Sq Ft)4,149.50
Prposed Garage Level Floor Area
Lower Level Floor Area without Exemptions (Sq Ft)2,801.75
Lower Level Exempt (OTB / T.O. Circ)0.00
Garage Level Patio (Exempt)257,25
Garage Floor Area without Exemptions (Sq Ft)491.75
Proposed Main Level Floor Area Calculations
Main Level Floor Area without Exemptions (Sq Ft)2,890.75
Main Level Exempt (T.O. Circ)210.50
Main Level Patio (Exempt)463.25
Front Portch (Exempt)228.75
Main Level Deck Floor Area without Exemptions (Sq Ft)778.50
Proposed "ADU" Floor Area Calculations
ADU Gross Floor Area (Sq Ft)0.00
Front Portch (Exempt)0.00
FAR
Proposed Basement Level Wall Calculations
Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PB1 176.50 0.00
PB2 114.75 0.00
PB3 153.75 17.25
PB4 378.25 0.00
PB5 147.50 0.00
PB6 12.50 0.00
PB7 248.00 17.25
PB8 47.50 17.25
PB9 146.50 0.00
PB10 77.25 0.00
PB11 198.25 17.25
PB12 564.25 0.00
PB13 421.00 34.50
PB14 40.50 0.00
Overall Total Wall Areas (Sq Ft)2,726.50
Exposed Wall Area (Sq Ft)103.50
% of Exposed Wall (Exposed / Total)3.80%
Proposed Basement Level Floor Area Calculations
Basement Level Gross Floor Area (Sq Ft)4,149.50
Basement Level Countable Floor Area (Sq Ft)157.52
Basement Level Area x
Percent Exposed @ 3.8%
Proposed Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PL1 85.50 0.00
PL2 54.25 0.00
PL3 262.25 75.25
PL4 221.75 0.00
PL5 103.00 17.00
PL6 148.25 17.00
PL7 146.75 0.00
PL8 12.50 0.00
PL9 391.50 199.50
PL10 136.50 109.00
PL11 190.25 136.25
PL12 188.00 174.75
PL13 190.25 190.25
PL14 17.25 17.25
PL15 44.50 44.50
PL16 367.00 367.00
PL17 108.00 105.00
PL18 43.25 38.75
PL19 60.50 48.25
Overall Total Wall Areas (Sq Ft)2,771.25
Exposed Wall Area (Sq Ft)1,539.75
% of Exposed Wall (Exposed / Total)55.56%
Proposed Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)2,801.75
Lower Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)491.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)120.88 (500-250)/2
Lower Level & Garage Floor Area After Exemptions 2,922.63
Lower Level Countable Floor Area (Sq Ft)1,623.86
Lower Level Area x
Percent Exposed @
55.56%
Proposed Main Level Wall Calculations
Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PM1 297.75 297.75
PM2 177.25 177.25
PM3 244.25 244.25
PM4 53.50 53.50
PM5 47.75 47.75
PM6 15.50 15.50
PM7 167.50 165.75
PM8 15.50 13.75
PM9 65.00 51.75
PM10 116.00 80.50
PM11 14.25 9.75
PM12 50.25 34.00
PM13 14.25 9.75
PM14 211.25 157.25
PM15 236.25 176.50
PM16 36.50 36.50
PM17 99.00 99.00
PM18 151.00 151.00
PM19 149.00 149.00
PM20 85.00 85.00
PM21 185.25 185.25
PM22 132.50 132.50
PM23 30.50 30.50
PM24 14.75 14.75
PM25 149.00 149.00
PM26 201.50 201.50
PM27 170.00 170.00
PM28 82.50 82.50
Overall Total Wall Areas (Sq Ft)3,212.75
Exposed Wall Area (Sq Ft)3,021.50
% of Exposed Wall (Exposed / Total)94.05%
Proposed Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)2,890.75
Main Level Exempt (Open to Below / T.O. Circulation)210.50
Main Level After Exemptions (Sq Ft)2,680.25 2720.50-119.25
Main Level Countable Interior Floor Area (Sq Ft)2,520.70
Main Level Area x Percent
Exposed @ 94.05%
Front Porch Gross Floor Area (Sq Ft)228.75 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)778.50
Main Level Patio Floor Area (Sq Ft)461.00
Total Proposed Floor Area Calculations
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Interior Floor Area (Sq Ft)4,302.07
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.07
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Existing Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% Allowable FAR
(NA)0.00 3,966.92 x 0.15
Countable Deck Floor Area (Sq Ft)0.00
Total Existing Countable Floor Area 4,336.07
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Proposed Interior Floor Area (Sq Ft)4,302.08
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable
Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.08
Total Proposed Floor Area Calculations
NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain
current measured floor area per the plans.
Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA)
0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED GARAGE (MIDDLE) LEVEL EXPOSURE
0 4'8'16'SCALE: 1/8" = 1'-0"1 PROPOSED GARAGE LEVEL FLOOR AREA
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
Z-012
FLOOR AREA
CALCULATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
COUNTABLE
FAR PLAN LEGEND
DECK
GARAGE
EXEMPT - T.O. CIRCULATION OR OPEN TO
BELOW
EXEMPT - FRONT PORCH
EXEMPT - ON-GRADE PATIO
15.50 sq ft
13.00 sq ft297.75 sq ft
170.00 sq ft
177.25 sq ft
244.25 sq ft 49.50 sq ft 44.25 sq ft
15.50 sq ft
167.50 sq ft
163.00 sq ft
65.00 sq ft 116.00 sq ft
14.25 sq ft
50.25 sq ft
14.00 sq ft
211.25 sq ft 236.25 sq ft
36.50 sq ft 99.00 sq ft 151.00 sq ft 149.00 sq ft
85.00 sq ft 185.25 sq ft 132.50 sq ft
30.50 sq ft
14.75 sq ft
149.00 sq ft 201.50 sq ft
82.50 sq ft
176.50 sq ft
PM1 PM2 PM3 PM4 PM5 PM6 PM7 PM8 PM9 PM10
PM11 PM12 PM13 PM14 PM15 PM16 PM17 PM18 PM19
PM20 PM21 PM22 PM23 PM24 PM25 PM26 PM27 PM28
48.00 sq ft 74.00 sq ft
9.00 sq ft
31.25 sq ft 8.50 sq ft
149.75 sq ft
FF
2,890.75 sq ft
M1
M2
M3
M4
M5M6
M7
M8
M9
M10
M11M12
M13
M14
M15
M16 M17
M18
M19
M20
M21
M22
M23
M24 M25
M26
M27
M28
778.50 sq ft
416.50 sq ft
46.75 sq ft
210.50 sq ft
228.75 sq ft
9
9
4
4
6
6
7
7
10
10
5
5
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
11
11
K K
L L
RG
Proposed Floor Area Calculations
110 Neale
Proposed Basement Level Floor Area
Basement Level Floor Area without Exemptions (Sq Ft)4,149.50
Prposed Garage Level Floor Area
Lower Level Floor Area without Exemptions (Sq Ft)2,801.75
Lower Level Exempt (OTB / T.O. Circ)0.00
Garage Level Patio (Exempt)257,25
Garage Floor Area without Exemptions (Sq Ft)491.75
Proposed Main Level Floor Area Calculations
Main Level Floor Area without Exemptions (Sq Ft)2,890.75
Main Level Exempt (T.O. Circ)210.50
Main Level Patio (Exempt)463.25
Front Portch (Exempt)228.75
Main Level Deck Floor Area without Exemptions (Sq Ft)778.50
Proposed "ADU" Floor Area Calculations
ADU Gross Floor Area (Sq Ft)0.00
Front Portch (Exempt)0.00
FAR
Proposed Basement Level Wall Calculations
Basement Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PB1 176.50 0.00
PB2 114.75 0.00
PB3 153.75 17.25
PB4 378.25 0.00
PB5 147.50 0.00
PB6 12.50 0.00
PB7 248.00 17.25
PB8 47.50 17.25
PB9 146.50 0.00
PB10 77.25 0.00
PB11 198.25 17.25
PB12 564.25 0.00
PB13 421.00 34.50
PB14 40.50 0.00
Overall Total Wall Areas (Sq Ft)2,726.50
Exposed Wall Area (Sq Ft)103.50
% of Exposed Wall (Exposed / Total)3.80%
Proposed Basement Level Floor Area Calculations
Basement Level Gross Floor Area (Sq Ft)4,149.50
Basement Level Countable Floor Area (Sq Ft)157.52
Basement Level Area x
Percent Exposed @ 3.8%
Proposed Lower Level Wall Calculations
Lower Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PL1 85.50 0.00
PL2 54.25 0.00
PL3 262.25 75.25
PL4 221.75 0.00
PL5 103.00 17.00
PL6 148.25 17.00
PL7 146.75 0.00
PL8 12.50 0.00
PL9 391.50 199.50
PL10 136.50 109.00
PL11 190.25 136.25
PL12 188.00 174.75
PL13 190.25 190.25
PL14 17.25 17.25
PL15 44.50 44.50
PL16 367.00 367.00
PL17 108.00 105.00
PL18 43.25 38.75
PL19 60.50 48.25
Overall Total Wall Areas (Sq Ft)2,771.25
Exposed Wall Area (Sq Ft)1,539.75
% of Exposed Wall (Exposed / Total)55.56%
Proposed Lower Level Floor Area Calculations
Lower Level Gross Floor Area (Sq Ft)2,801.75
Lower Level Exempt (Open to Below / T.O. Circulation)0.00
Garage Gross Floor Area (Sq Ft)491.75
Garage after Exemption (0-250 @ 0% 250-500 @ 50%)120.88 (500-250)/2
Lower Level & Garage Floor Area After Exemptions 2,922.63
Lower Level Countable Floor Area (Sq Ft)1,623.86
Lower Level Area x
Percent Exposed @
55.56%
Proposed Main Level Wall Calculations
Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft)
PM1 297.75 297.75
PM2 177.25 177.25
PM3 244.25 244.25
PM4 53.50 53.50
PM5 47.75 47.75
PM6 15.50 15.50
PM7 167.50 165.75
PM8 15.50 13.75
PM9 65.00 51.75
PM10 116.00 80.50
PM11 14.25 9.75
PM12 50.25 34.00
PM13 14.25 9.75
PM14 211.25 157.25
PM15 236.25 176.50
PM16 36.50 36.50
PM17 99.00 99.00
PM18 151.00 151.00
PM19 149.00 149.00
PM20 85.00 85.00
PM21 185.25 185.25
PM22 132.50 132.50
PM23 30.50 30.50
PM24 14.75 14.75
PM25 149.00 149.00
PM26 201.50 201.50
PM27 170.00 170.00
PM28 82.50 82.50
Overall Total Wall Areas (Sq Ft)3,212.75
Exposed Wall Area (Sq Ft)3,021.50
% of Exposed Wall (Exposed / Total)94.05%
Proposed Main Level Floor Area Calculations
Main Level Gross Floor Area (Sq Ft)2,890.75
Main Level Exempt (Open to Below / T.O. Circulation)210.50
Main Level After Exemptions (Sq Ft)2,680.25 2720.50-119.25
Main Level Countable Interior Floor Area (Sq Ft)2,520.70
Main Level Area x Percent
Exposed @ 94.05%
Front Porch Gross Floor Area (Sq Ft)228.75 Exempt Front Porch
Main Deck Gross Floor Area ( Sq Ft)778.50
Main Level Patio Floor Area (Sq Ft)461.00
Total Proposed Floor Area Calculations
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Interior Floor Area (Sq Ft)4,302.07
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.07
Basement Level Floor Area (Sq Ft)213.15
Lower Level Floor Area (Sq Ft)1,256.03
Main Level Floor Area (Sq Ft)2,497.74
ADU Floor Area (Sq Ft)369.14
Total Existing Interior Floor Area (Sq Ft)4,336.07
Total Existing Deck Area Calculations
Main Level Deck Area (Sq Ft)780.50
Exempt Deck Area based on 15% Allowable FAR
(NA)0.00 3,966.92 x 0.15
Countable Deck Floor Area (Sq Ft)0.00
Total Existing Countable Floor Area 4,336.07
Basement Level Floor Area (Sq Ft)157.52
Lower Level Floor Area (Sq Ft)1,623.86
Main Level Floor Area (Sq Ft)2,520.70
ADU Floor Area (Sq Ft)0.00
Total Proposed Interior Floor Area (Sq Ft)4,302.08
Total Proposed Deck Area Calculations
Main Level Deck Area (Sq Ft)778.50
Exempt Deck Area based on Existing Countable
Deck 780.50
Countable Deck Floor Area (Sq Ft)0.00
Total Proposed Floor Area 4,302.08
Total Proposed Floor Area Calculations
NOTE: The structure exists as a legally permitted nonconformity. Proposed house to retain
current measured floor area per the plans.
Total Existing Floor Area Calculations W/ ADU (TOTAL ALLOWABLE FLOOR AREA)
0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED MAIN LEVEL EXPOSURE
0 4'8'16'SCALE: 1/8" = 1'-0"1 PROPOSED MAIN LEVEL FLOOR AREA
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
2'-0"5'-6"13'-6"28'-0"18'-0"9'-2"8'-10"
2'-0"
6'-6"
3'-6"
16'-0"
5'-6"
8'-0"
5'-6"
2'-0"
4'-0"
T.O. FF
79'-0"
T.O. SLAB
78'-9"
SIDE YARD SETBACK
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
P R O P E R T Y L I N E
MECH HALL
BATH
CLO.
BEDROOM 5
BATH
BEDROOM 6
CRAWL SPACE
1
A-201
2
A-201
3
A-202
4
A-202
9
9
EXISTING EGRESS WELL TO BE
REMOVED AND RELOCATED
EXISTING EGRESS WELL TO BE
REMOVED AND RELOCATED
BEDROOM 4
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING BASEMENT LEVEL PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-102X
EXISTING BASEMENT
LEVEL PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
2'-0"5'-6"13'-6"28'-0"18'-0"9'-2"8'-10"
4'-0"
2'-0"
5'-6"
8'-0"
5'-6"
16'-0"
3'-6"
6'-6"
2'-0"
T.O. FF
89'-7"
T.O. GARAGE LEVEL PATIO (VIF)
89'-4"
T.O. DRIVEWAY AT GARAGE (VIF)
89'-4"
FRONT PORCH ABOVE
PATIO ABOVE
EGRESS WELL TO BE REMOVED
AND RELOCATED
EGRESS WELL TO BE RECONFIGURED
UP
DN
SIDE YARD SETBACK
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
P R O P E R T Y L I N E
GARAGE
MUD
GALLERY
STUDY / BEDROOM
MEDIA
VESTIBULELAUNDRY
GUEST MASTERBATH
BATH
CRAWL SPACE
1
A-201
2
A-201
3
A-202
4
A-202
9
9
NOTE: ALL INTERIOR WALLS INDICATED THIS LEVEL TO BE
RECONFIGURED TO NEW LAYOUT THAT MEETS CURRENT
EGRESS REQUIREMENTS
EGRESS WELL TO BE
REMOVED AND RELOCATED
SITE WALL TO BE REMOVED
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING GARAGE (MIDDLE) LEVEL PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-103X
EXISTING GARAGE LEVEL
PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
FF
2'-0"5'-6"13'-6"28'-0"18'-0"9'-2"8'-10"
2'-0"
6'-6"
3'-6"
16'-0"
5'-6"
8'-0"
5'-6"
2'-0"
4'-0"
T.O. FINISH FLOOR
100'-3"
T.O. PLY
100'-0"T.O. DECK (VIF)
100'-2"
T.O. DECK
100'-2"T.O. PATIO (VIF)
100'-2"
T.O. PATIO (VIF)
100'-2"
T.O. FINISH FLOOR
94'-8"
T.O. FRONT PORCH (VIF)
94'-6"
1
A-201
2
A-201
3
A-202
4
A-202
EXISTING ROOF AND WALLS
SURROUNDING EXISTING
DECK TO BE REMOVED,
EXISTING DECK TO BE
REMOVED AND ENCLOSED
GARAGE ROOF APRON
TO BE REMOVED
EGRESS WELL TO BE REMOVED
AND RELOCATED
EGRESS WELL TO BE RECONFIGURED DN
DN
SIDE YARD SETBACK
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
P R O P E R T Y L I N E
PWDER
MASTER BATH
202
CLOSET
203
CLOSET
204
DINING ROOM
201
FAMILY ROOM
208
GREAT ROOM
209
ENTRY
210
MASTER BEDROOM
205
GREAT ROOM
209
9
9
RG
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
EXISTING PATIO
TO BE REMOVED
EXISTING DECK TO
BE REFINISHED
EXISTING DECK
TO BE REMOVED
FRONT PORCH TO BE
RECONFIGURED
EXISTING ADU
TO BE REPLACED BY NEW GARAGE
SOME WALLS TO REMAIN
EGRESS WELL TO BE
REMOVED AND RELOCATED
KITCHEN
207
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING MAIN LEVEL PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-104X
EXISTING MAIN LEVEL
PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
PROPOSED STANDING SEAM ROOF
EXISTING STRUCTURE TO BE REFINISHED
WITH SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
EXISTING SHAKE ROOF TO BE REFINISHED
EXISTING STRUCTURE TO BE REFINISHED
WITH STANDING SEAM METAL
ROOF MATERIAL LEGEND
PROPOSED SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
T.O. RIDGE (VIF)
122'-23/4"
T.O. RIDGE (VIF)
118'-93/4"
T.O. RIDGE (VIF)
118'-51/2"
EXISTING ROOFS AT THE CURRENT DINING
AND EXTERIOR DECK AREA TO BE REMOVED
EXISTING ROOFS AT THE CURRENT DINING
AND EXTERIOR DECK AREA TO BE REMOVED
EXISTING ROOFS AT THE CURRENT DINING
AND EXTERIOR DECK AREA TO BE REMOVED
13:1213:12
10:12
10:12
4:12
8:12
13:12
13:12
10:12
SIDE YARD SETBACK
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
P R O P E R T Y L I N E
9
9
T.O. RIDGE (VIF)
118'-51/2"
4
4
6
6
7
7
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
T.O. RIDGE (VIF)
119'-93/4"
T.O. STONE CAP (VIF)
125'-5"
T.O. STONE CAP (VIF)
123'-1"
EXISTING ROOF STRUCTURE TO
REMAIN
10:12
10:12
10:12
10:12
13:12
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING ROOF PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-105X
EXISTING ROOF PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
2'-0"5'-6"13'-6"4'-111/2"23'-01/2"18'-0"9'-2"8'-10"5'-0"22'-41/2"
4'-0"
2'-0"
5'-6"
8'-0"
5'-6"
16'-0"
3'-6"
6'-6"
2'-0"
3'-101/2"
8'-101/2"
T.O. FF
79'-0"
T.O. SLAB
78'-9"
43
4343
43
43
NEW
ELEVATOR
UP
PROPOSED ADDITIONPROPOSED RENOVATION
STAIR
001
STAIR
001
GYM
002
BATH
003
MECH
004
GAME ROOM
006
BEDROOM
008
BATH
005
BATH
017
BEDROOM
018
BEDROOM
020
BATH
021
HALL
022
POWDER
023
BATH
011
BEDROOM
007
VESTIBULE
019
CRAWL SPACE
CLO.
010
HALL
009
BATH
012
BATH
011
BEDROOM
014
LAUNDRY
015
MECH
016
1
A-201
2
A-201
3
A-202
4
A-202
9
9
4
4
6
6
7
7
10
10
5
5
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
11
11
K K
L L
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED BASEMENT LEVEL PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-102
PROPOSED BASEMENT
LEVEL PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
4'-0"
2'-0"
5'-6"
8'-0"
5'-6"
16'-0"
3'-6"
6'-6"
2'-0"
3'-101/2"
8'-101/2"
2'-0"5'-6"13'-6"4'-111/2"23'-01/2"18'-0"9'-2"8'-10"5'-0"22'-41/2"
T.O. FF
89'-7"
T.O. PLY
89'-4"
T.O. ENTRY PATIO
89'-7"
T.O. GARAGE SLAB
89'-4"
43
43
4343
1643
1643
PROPOSED
ELEVATOR
UP
PROPOSED ADDITIONPROPOSED RENOVATION
FRONT PORCH ABOVE
PATIO ABOVE
STAIR
101
REC ROOM
102
BEDROOM
103
BATHROOM
104
NANNY ROOM
108
BATHROOM
107
BEDROOM
110 MUDROOM
115
BATH
112 BEDROOM
113
POWDER
117
BEDROOM
119
WET ROOM
105
WC
106
BATH
111
ENTRY
118
GARAGE
120
CLOSET
114VESTIBULE
109
GARAGE
116
CLO.
120
BATH
121
CRAWL SPACE
1
A-201
2
A-201
3
A-202
4
A-202
9
9
4
4
6
6
7
7
10
10
5
5
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
11
11
K K
L L
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED GARAGE (MIDDLE) LEVEL PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-103
PROPOSED GARAGE
LEVEL PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
FF
2'-0"5'-6"13'-6"4'-111/2"23'-01/2"18'-0"9'-2"8'-10"5'-0"22'-41/2"
4'-0"
2'-0"
5'-6"
8'-0"
5'-6"
16'-0"
3'-6"
6'-6"
2'-0"
3'-101/2"
8'-101/2"
T.O. FF
100'-3"
T.O. PLY
100'-0"
T.O. PORCH FINISH
94'-33/4"
T.O. ROOF DECK FINISH
100'-3"
T.O. PROPOSED PATIO
99'-9"
T.O. PATIO
100'-3"
1
A-201
2
A-201
3
A-202
4
A-202
4343
4343
43
43
43
32
PROPOSED ROOF OVER
AUTO COURT ENTRY
MOVABLE OUTDOOR
KITCHEN EQUIPMENT
PLANTER AT EDGE OF AUTO COURT, BELOW
FRONT PORCH PER RDS
PROPOSED PATIO TO BE WITHIN
30" OF FINISHED GRADE
4343
4343
43
43
32
32
PROPOSED ROOF OVER
AUTO COURT ENTRY
MOVABLE OUTDOOR
KITCHEN EQUIPMENT
PLANTER AT EDGE OF AUTO COURT, BELOW
FRONT PORCH PER RDS
PROPOSED PATIO TO BE WITHIN
30" OF FINISHED GRADE
PROPOSED PATIO
PROPOSED ROOF DECK
DW
AUTOCOURT
BELOW
PROPOSED PATIO
PROPOSED PATIO
PROPOSED ROOF DECK
DW
AUTOCOURT
BELOW
DN
PROPOSED PATIO
9
9
4
4
6
6
7
7
10
10
5
5
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
11
11
K K
L L
RG
PLANTER AT ROOF DECKPLANTER AT ROOF DECK
KITCHEN
212
BREAKFAST
213
LIVING ROOM
214
DINING ROOM
202
MASTER BEDROOM
209
MASTER BATH
205
CLOSET
208
CLOSET
207
WC
206
LAUNDRY
204
STAIR
201
POWDER
203
PANTRY
211
EXISTING TO REMAIN
TO BE DEMOLISHED
NEW WALL
WALL LEGEND
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED MAIN LEVEL PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-104
PROPOSED MAIN LEVEL
PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
T.O. RIDGE
122'-23/4"
T.O. RIDGE
119'-93/4"
T.O. RIDGE
118'-51/2"
T.O. PORCH ROOF AT EDGE
101'-73/4"
T.O. PORCH ROOF AT EDGE
98'-11"
T.O. RIDGE
116'-31/4"
13:1213:12
10:12
10:12
8:12
13:12
13:12
10:12
2:12
2:12 2:12
2:12
2:12
6:12
6:12
SIDE YARD SETBACK
S I D E Y A R D S E T B A C K
REAR YARD SETBACK
FRONT YARD SETBACK
PROPERTY LINE
P R O P E R T Y L I N E
T.O. RIDGE
119'-93/4"
9
9
T.O. RIDGE
118'-51/2"
4
4
6
6
7
7
10
10
5
5
8
8
1
1
C C
B B
A A
D D
E E
F F
G G
H H
J J
2
2
3
3
I I
11
11
K K
L L
T.O. PERGOLA
111'-21/2"
T.O. CHIMNEY CAP
123'-6"
T.O. STONE CAP (VIF)
123'-1"
T.O. STONE CAP
113'-11/4"
EXISTING ROOF STRUCTURE TO
REMAIN
10:12
10:12
10:12
10:12
13:12
PROPOSED FRONT
PORCH ROOF
PROPOSED HIP ROOF
PROPOSED ROOF
EXTENSION
PROPOSED STANDING SEAM ROOF
EXISTING STRUCTURE TO BE REFINISHED
WITH SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
EXISTING SHAKE ROOF TO BE REFINISHED
EXISTING STRUCTURE TO BE REFINISHED
WITH STANDING SEAM METAL
ROOF MATERIAL LEGEND
PROPOSED SINGLE PLY SELF ADHERING
WATERPROOF MEMBRANE
N
0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED ROOF PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-105
PROPOSED ROOF PLAN
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
6 7 948123
28'-1"
VIF
10'-7"
10'-8"
10'-9"
9'-03/4"
2'-5"
EXISTING MASTER BEDROOM WING TO REMAIN,
EXTERIOR FINISHES TO BE REPLACED
T.O. PLATE
110'-9"
T.O. MAIN LEVEL FLOOR STRUCTURE
100'-0"
T.O. GARAGE LEVEL FLOOR STRUCTURE
89'-4"
T.O. BASEMENT LEVEL FLOOR STRUCTURE
78'-9"
FRONT SETBACK
MASTER BEDROOM WING TO REMAIN, EXTERIOR
FINISHES TO BE REPLACED
ALL STRUCTURAL CHANGES TO OCCUR
TO THE RIGHT OF THE DASHED LINE
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
12
10
12
13
12
13
12
13
12
13
12
13
J I H G F E D C B A
15'-71/2"
VIF
10'-7"
10'-8"
10'-9"
7'-81/2"
3'-91/4"
EXISTING MASTER BEDROOM WING TO REMAIN,
STONE AND ROOF FINISHES TO BE REPLACED
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
118'-5 1/2"
T.O. PLATE
110'-9"
T.O. MAIN LEVEL FLOOR STRUCTURE
100'-0"
T.O. GARAGE LEVEL FLOOR STRUCTURE
89'-4"
T.O. BASEMENT LEVEL FLOOR STRUCTURE
78'-9"
12
13
12
13
12
13
12
13
0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING NORTHWEST ELEVATION
0 4'8'12'SCALE: 3/16" = 1'-0"2 EXISTING NORTHEAST ELEVATION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-201X
EXISTING ELEVATIONS
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
8 69 4 3 2 17
10'-7"
10'-8"
10'-9"
9'-03/4"
2'-5"
EXISTING MASTER BEDROOM WING TO REMAIN,
STONE AND ROOF FINISHES TO BE REPLACED
ADU TO BE REMOVED, SOME WALLS TO REMAIN
ROOF FINISH TO BE REPLACED WITH STANDING SEAM METAL
NEW EXTERIOR DOORS TO ACCESS
NEW PATIO AT GRADE
21
20
21
18
T.O. PLATE
110'-9"
T.O. MAIN LEVEL FLOOR STRUCTURE
100'-0"
T.O. GARAGE LEVEL FLOOR STRUCTURE
89'-4"
T.O. BASEMENT LEVEL FLOOR STRUCTURE
78'-9"
FRONT SETBACK
12
10
12
13
12
13
12
13
12
13
12
13
FRONT SETBACK
MASTER BEDROOM WING TO REMAIN, EXTERIOR
FINISHES TO BE REPLACED
ALL STRUCTURAL CHANGES TO OCCUR
TO THE LEFT OF THE DASHED LINE
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
A B C D E F G H I J
10'-7"
10'-8"
10'-9"
9'-03/4"
2'-5"
32'-103/4"
VIF
T.O. PLATE
110'-9"
T.O. MAIN LEVEL FLOOR STRUCTURE
100'-0"
T.O. GARAGE LEVEL FLOOR STRUCTURE
89'-4"
T.O. BASEMENT LEVEL FLOOR STRUCTURE
78'-9"
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
12
10
12
10
12
10
0 4'8'12'SCALE: 3/16" = 1'-0"3 EXISTING SOUTHEAST ELEVATION
0 4'8'12'SCALE: 3/16" = 1'-0"4 EXISTING SOUTHWEST ELEVATION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-202X
EXISTING ELEVATIONS
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
5 6 7 94 108123 11
10'-7"
4'-93/4"
5'-101/4"
10'-9"
5'-61/4"
3'-61/2"
2'-5"
7'-0"
ENTRY DOOR HEIGHT
14'-111/2"
28'-1"
VIF
17
21
19
20
EXISTING MASTER BEDROOM WING TO REMAIN,
EXTERIOR FINISHES TO BE REPLACED
56
23
15
13
14
56
23
12
10
11
48
35
36
09
08
20
21
18
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
T.O. PLATE
110'-9"
T.O. PLY AT MAIN LEVEL
100'-0"
T.O. PLY AT GARAGE LEVEL
89'-4"
T.O. SLAB AT BASEMENT
78'-9"
FRONT SETBACK
MASTER BEDROOM WING TO REMAIN, EXTERIOR
FINISHES TO BE REPLACED
ALL STRUCTURAL CHANGES TO OCCUR
TO THE RIGHT OF THE DASHED LINE
T.O. SLAB AT FRONT PORCH
94'-13/4"
12
13
12
10
12
13
12
13
12
13
12
13
12
13
12
13
12
2
12
2
RIDGE HEIGHT
113'-31/4"
L K J I H G F E D C B A
10'-7"
10'-8"
10'-9"
7'-81/2"
3'-91/4"
21
20
17
23
19
21
23
EXISTING MASTER BEDROOM WING TO REMAIN,
STONE AND ROOF FINISHES TO BE REPLACED
T.O. PLATE
110'-9"
T.O. MAIN LEVEL FLOOR STRUCTURE
100'-0"
T.O. GARAGE LEVEL FLOOR STRUCTURE
89'-4"
T.O. BASEMENT LEVEL FLOOR STRUCTURE
78'-9"
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
RIDGE HEIGHT
118'-51/2"
12
13
12
13
12
13
12
13
0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED NORTHWEST ELEVATION
0 4'8'12'SCALE: 3/16" = 1'-0"2 PROPOSED NORTHEAST ELEVATION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-201
PROPOSED ELEVATIONS
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
8 611109 5 4 3 2 17
2'-6"
3'-2"
10'-7"
10'-8"
10'-9"
5'-61/4"
2'-21/4"
1'-41/4"
2'-5"
17
21
19
20
EXISTING MASTER BEDROOM WING TO REMAIN,
STONE AND ROOF FINISHES TO BE REPLACED
56
23
53
STEEL SHADE STRUCTURE,
> 50% OPEN TO ABOVE
NEW EXTERIOR DOORS TO ACCESS
NEW PATIO AT GRADE
21
20
21
3131
20
18
T.O. PLATE
110'-9"
T.O. MAIN LEVEL FLOOR STRUCTURE
100'-0"
T.O. GARAGE LEVEL FLOOR STRUCTURE
89'-4"
T.O. BASEMENT LEVEL FLOOR STRUCTURE
78'-9"
FRONT SETBACK
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
RIDGE HEIGHT
118'-51/2"12
10
12
13
12
13
12
13
12
13
12
13
FRONT SETBACK
MASTER BEDROOM WING TO REMAIN, EXTERIOR
FINISHES TO BE REPLACED
ALL STRUCTURAL CHANGES TO OCCUR
TO THE LEFT OF THE DASHED LINE
RIDGE HEIGHT
116'-31/4"
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
A B C D E F G H I J K L
10'-7"
10'-8"
10'-9"
9'-03/4"
2'-5"
8'-0"
30'-23/4"
2'-5"
13
14
15
17
21
19
20
23
3131
48
23
53
35
49
36
36
08
20
21
36
T.O. PLATE
110'-9"
T.O. MAIN LEVEL FLOOR STRUCTURE
100'-0"
T.O. GARAGE LEVEL FLOOR STRUCTURE
89'-4"
T.O. BASEMENT LEVEL FLOOR STRUCTURE
78'-9"
RIDGE HEIGHT
122'-23/4"
RIDGE HEIGHT
119'-83/4"
12
10
12
10
12
10
12
10
0 4'8'12'SCALE: 3/16" = 1'-0"3 PROPOSED SOUTHEAST ELEVATION
0 4'8'12'SCALE: 3/16" = 1'-0"4 PROPOSED SOUTHWEST ELEVATION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
DRIVEWAY PER CITY ORD 66 SECTION 1
NEW CITY DRAINAGE PIPE PER CIVIL ENG
SLOPE TO BE RE-VEGETATED PER RESOLUTION NO 12
SERIES OF 2013
UNCOVERED PATIO / SLABS <30" ABOVE GRADE PER
26.575.020.E.5.k
SITE RETAINING WALL <30" ABOVE GRADE PER
26.575.020.E.5.k
ROOF EAVE <18" PROJECTION PER 26.575.020.E.5.g
PRINCIPAL WINDOW PER RDS 26.410.030.E.1.D.1
WINDOW PLACEMENT PER RDS 26.410.030.E.2.C
R-6 ZONE DISTRICT HEIGHT LIMIT 25'
CHIMNEY PROJECTION <10' FROM HEIGHT OF BUILDING
CONNECTION PER 26.575.020.F.4.a
EXTERIOR LIGHTING TBD
1/3 POINT FROM EAVE TO RIDGE
FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE
NEW STONE COLUMN BASE
INTERPOLATED SLOPE USED FOR HEIGHT CALCULATION
FULL WIDTH STONE VENEER TBD
WOOD RAINSCREEN TBD
WINDOW TRIM TBD
CLASS B MASONRY ROOF SHINGLE PER ARCH
MECHANICAL PROJECTIONS <5' ABOVE HEIGHT OF
ROOF PER 26.575.020.F.4.e
EXISTING GAS FIREPLACE APPLIANCE TO REMAIN
NON-COMBUSTIBLE FRAMING, TYP
LIGHTWELL PER IRC 310.2 SNOWMELT PER IRC 310
LIFE + SAFETY
WOOD HEADER + MASONRY SILL PER ARCH
LINE OF EXTERIOR WALL BELOW
AC UNITS
GAS + ELECTRIC METERS
NEW TIMBER COLUMN
HANDRAIL PER IRC 312.2 MIN HEIGHT 34"
GLASS GUARD SAFETY GLAZED PER 308.4 + SUPPORT
POINT LOAD PER 301.5
EXISTING CHIMNEY TO BE REFINISHED BUT REMAIN
WINDOW WELL PANEL TO BE NON-LOCKING FLIP-UP
GRATE AND REQUIRE NO MORE THAN 15 LBS OF
FORCE TO OPEN; TYP
GARAGE / DWELLING FIRE SEPARATION PER IRC
R302.6; TYP
SLOPE 1/4" PER 1' FOR DRAINAGE
ROOF OVERHANG
SEWAGE EJECTOR ACCESS LOCATION
ELECTRICAL PANEL LOCATION
EGRESS SILL 3'-6" AFF
BUILT-IN MILLWORK
RADON VENT PIPE
SNOW STOPS / SNOW FENCE
DOWNSPOUT
EXHAUST FLUE VENT; TYP
GUTTER
EXISTING GRADE
STONE CHIMNEY CAP
STANDING SEAM METAL ROOF
ROOF DECK MATERIAL TBD
EXTERIOR RAILING MATERIAL TBD
PATIO MATERIAL TBD
DRIVEWAY MATERIAL TBD
DECORATIVE STEEL, PER STRUCT
SIDE-LOADED GARAGE PER RDS 26.410.030.C.2.D.2
GARAGE DOOR PER RDS 26.410.030.C.4.D.2
OPEN FRONT PORCH PER RDS
26.410.030.D.1.D.2
FRONT DOOR PER RDS 26.410.030.D.2.C
ENTRY PORCH HEIGHT PER RDS 26.410.030.D.3.C
NON-ORTHOGONAL WINDOW PER 26.410.030.E.3.C
LIGHT WELL PER RDS 26.410.030.E.4.C
BUILDING MATERIALS PER RDS 26.410.030.E.5.C
LINE OF FOUNDATION WALL BELOW
PROPOSED GRADE
STUCCO TBD
RETAINING WALL
EXTERIOR GUARDRAIL PER R311.7.7
LINE OF EXISTING FOUNDATION
LINE OF ROOF ABOVE
MECH / FIREPLACE CHASE
PATIO SNOWMELT PER IBC 1140.1
INFLECTION CODE RDS.E.2
WILDLIFE-RESISTANT TRASH ENCLOSURE PER
26.575.020.E.5.t
STONE PLANTER
COPYRIGHT
KEYNOTE LEGEND
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DATE OF PUBLICATION
A-202
PROPOSED ELEVATIONS
7/7/20
FOR UMPHI
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
NOT FOR CONSTRUCTION
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
PRE-APP SUBMITTAL 01/13/20
05/01/20
07/07/20
CONCEPTUAL HPC SUBMITTAL
HPC CONTINUANCE SUBMITTAL
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
A-203
STREETSCAPE
ELEVATIONS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
56'-3"15'-3"6'-9"5'-51/8"
15'-103/4"
78'-3"
HISTORIC RESOURCE
114 NEALE AVE
INTERSECTION OF
PROPERTY LINE AT STREET
ALL ABOVE GRADE WORK TO
OCCUR TO THE RIGHT OF THE RED LINE
PROJECT SITE
110 NEALE AVE
25' HEIGHT LIMIT
56'-3"15'-3"6'-11"7'-33/4"6'-55/8"
78'-3"
INTERSECTION OF
PROPERTY LINE AT STREET
HISTORIC RESOURCE
114 NEALE AVE
PROJECT SITE
110 NEALE AVE
0 4'8'16'SCALE: 1/8" = 1'-0"2 PROPOSED NEALE AVE ELEVATION
0 4'8'16'SCALE: 1/8" = 1'-0"1 EXISTING NEALE AVE ELEVATION
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
A-204
PERSPECTIVE EXTERIOR
VIEWS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
1 NEALE STREET ELEVATION
COPYRIGHT
PROJECT NO:
DRAWN BY:
FORUM PHI LLC
DATE OF PUBLICATION
A-205
PERSPECTIVE EXTERIOR
VIEWS
7/7/20
KP, BF
1911.00
ASPEN, CO 81611
110 NEALE AVE
17 QUEEN LLC
FOR UMPHI
Aspen:
715 West Main Street, #204
Aspen, Colorado 81611
Carbondale:
36 N. 4th St.
Carbondale, CO 81623
forumphi.com
p: 970.279.4157
f: 866.770.5585
DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
1 NORTH VIEW
2 EAST VIEW
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DATE OF PUBLICATION
A-206
PERSPECTIVE EXTERIOR
VIEWS
7/7/20
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DRAWING ISSUANCE INDEX
ID NAME ISSUED DATE
NOT FOR CONSTRUCTION
PRE-APP SUBMITTAL 01/13/20
CONCEPTUAL HPC SUBMITTAL 05/01/20
HPC CONTINUANCE SUBMITTAL 07/07/20
1 WEST VIEW
2 SOUTH VIEW