HomeMy WebLinkAboutagenda.apz.20230314AGENDA
ASPEN PLANNING & ZONING
COMMISSION
March 14, 2023
4:30 PM, Virtual Meeting (See
agenda for directions to join the
meeting)
I.ROLL CALL
II.COMMENTS
III.MINUTES
IV.DECLARATION OF CONFLICT OF INTEREST
V.PUBLIC HEARINGS
V.A
230 Lake Avenue- Request for Hallam Lake Bluff Review, Special Review –
Continuing a Non-Conforming Structure, and Residential Design Standard Variation
Reviews, PUBLIC HEARING
Special Meeting
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Memo - 230 Lake Ave. - Hallam Lake Bluff .pdf
P&Z Resolution No. ____ Series 2023_230 Lake Ave.pdf
Exhibit A - Application Drawings.pdf
Exhibit B - Application Documents.pdf
Exhibit C - Hallam Lake Bluff Review Criteria.pdf
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VI.OTHER BUSINESS
VII.BOARD REPORTS
VIII.ADJOURN
Exhibit D - Non-Conformities Review Criteria.pdf
Exhibit E - Special Review - Replacement of a Non-Conforming Structure Review
Criteria.pdf
Exhibit F - RDS Variation Review Criteria.pdf
Exhibit G - RDS Checklist.pdf
TYPICAL PROCEEDING FORMAT FOR ALL PUBLIC HEARINGS
1) Conflicts of Interest (handled at beginning of agenda)
2) Provide proof of legal notice (affidavit of notice for PH)
3) Staff presentation
4) Board questions and clarifications of staff
5) Applicant presentation
6) Board questions and clarifications of applicant
7) Public comments
8) Board questions and clarifications relating to public comments
9) Close public comment portion of hearing
10) Staff rebuttal/clarification of evidence presented by applicant and public comment
11) Applicant rebuttal/clarification
End of fact finding. Deliberation by the commission commences. No further interaction
between commission and staff, applicant or public
12) Chairperson identified the issues to be discussed among commissioners.
13) Discussion between commissioners*
14) Motion*
*Make sure the discussion and motion includes what criteria are met or not met
Revised January 9, 2021
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Page | 1
MEMORANDUM
TO: Aspen Planning & Zoning Commission
FROM: Amy Simon, Planning Director
MEETING DATE: March 14th, 2023
RE: 230 Lake Avenue
Request for Hallam Lake Bluff Review, Special Review – Continuing a Non-
Conforming Structure, and Residential Design Standard Variation Reviews,
PUBLIC HEARING
APPLICANT:
230 Lake, LLC
533 E. Hopkins Ave., 3rd Floor
Aspen, CO 81611
REPRESENTATIVE:
Sara Adams, BendonAdams
LOCATION:
Street Address:
230 Lake Avenue
Legal Description:
Lot 16, Harmon Group-Tomlinson
Lot Line Adjustment Plat, As Shown
On The Plat Recorded January 17,
1990 In Plat Book 23 At Page 77.
Parcel ID:
2735-124-88-001
CURRENT ZONING & LAND USE:
Medium Density (R-6)
The property contains a legally
established non-conforming single-
family residence.
PROPOSAL:
A remodel and addition is proposed
that is below the 40% demolition
threshold (~39.2%).
SUMMARY: The Applicant is proposing a remodel and
renovation of this existing home above Hallam Lake.
The current residence was built in 1980 and is a legally
established non-conforming structure. To proceed, the
proposal requires Hallam Lake Bluff review and Special
Review to continue a Non-conformity. In addition, the
proposal does not meet all Residential Design
Standards (RDS) and Variations are requested. Staff
finds the application to meet the applicable review
criteria, and recommends approval of the request.
Figure 1: Property Location
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Page | 2
LAND USE REVIEWS:
The Applicant is requesting the following Land Use approvals from the Planning and Zoning
Commission (P&Z):
• Hallam Lake Bluff Environmentally Sensitive Area Review (Chapter 26.435.060): the
property is located in the Hallam Lake Bluff Environmentally Sensitive area, and
development in this area requires review and approval by the Planning and Zoning
Commission.
• Special Review – Replacement of a Non-Conforming Structure (Section 26.312.030 and
26.430.040.B): the structure is a legally established non-conforming structure and
elements that are non-conforming are proposed to be altered and replaced that either
maintain or reduce the non-conformity. The specific dimensional limitations that are non-
conforming and relevant for this review include setbacks, floor area, and site coverage.
• Residential Design Standard Variations (Chapter 26.410): the proposal does not comply
with the Articulation of Building Mass (Section 26.410.030.B.1) and Entry Connection
(Section 26.410.030.D.1) Residential Design Standards. All other RDS requirements are
met or not applicable.
The Planning and Zoning Commission is the final decision-making authority on these reviews.
BACKGROUND:
230 Lake Avenue was initially built as a duplex and received a Certificate of Occupancy in 1980.
The property was converted to a single-family residence at some point in the past, although permit
records don’t clearly indicate when. The current application indicates the property is a single-
family residence and will remain as such.
Since this property was developed, the
Land Use Code’s dimensional
allowances have changed, so the
property is a legally established non-
conforming structure. Portions of the
property sit with the setbacks, and the
allowable site coverage and allowable
floor area maximum permitted in the
zone district are exceeded.
The property is located in the Hallam
Lake Bluff Environmentally Sensitive
area and requires Hallam Lake Bluff
review and approval for any
development that occurs in that area
(See Figure 2).
PROJECT SUMMARY:
The proposal is a remodel and addition at
230 Lake Ave. Demolition is not triggered. Demolition is defined as demolishing 40% of more of
the exterior of the structure (39.2% Demolition is proposed). The proposal includes changes to
portions of the structure that fall within the setbacks, an increase to the gross square footage of
the property while maintaining calculated floor area, and changes to the site plan that result in a
Figure 2: Extent of Hallam Lake Bluff Review Area shown between green lines
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reduction of the total site coverage. Because of the changes to aspects of the project that are
non-conforming, Special Review for Authority to Continue a Non-Conformity is requested.
Residential Design Standard Variations are requested to be approved by the P&Z to allow
elements that don’t currently comply with RDS to remain. The RDS Variations requested are to
the Articulation of Building Mass Standard and Entry Connection Standards. The front façade and
street facing elements of the main level are generally to remain in the same configuration.
Please note, the Application included a request for a Site Coverage Variance, but Staff has since
informed the applicant that this is not the correct review process for the proposal. Since the
existing Site Coverage percentage is non-conforming, changes to non-conforming aspects of the
project require Special Review approval to allow for the non-conformity to continue. Variances are
intended to provide relief from dimensional limitations for new development where a site-specific
hardship or site constraints prevent reasonable use of the property. Staff has addressed the
request to reduce but maintain the non-conforming site coverage percentage in the Special
Review evaluation.
STAFF COMMENTS:
Below are Staff Comments for each of the requested reviews:
Hallam Lake Bluff:
Hallam Lake Bluff review limits the extent of development within proximity of the Hallam Lake Bluff
area to avoid adverse impacts on the nature preserve below. Topics that are regulated include
proximity of development to the top of slope, the height of development adjacent to the top of
slope and non-native landscaping. The proposed residence complies with all Hallam Lake Bluff
review standards.
Special Review – Authority to Continue a Non-Conformity:
Legally established non-conforming structures are subject to land use review and may be allowed
to remain or be reduced if certain review criteria are met. Staff’s perspective on the Authority to
Continue a Non-Conformity is shaped by two primary aspects, the intent of the chapter, and the
code language and review standards. The purpose statement (Section 26.312.010) of the Non-
Conformities chapter states:
“ Within the Zone Districts established by this Title, there exist uses of land, buildings and structures
that were lawfully established before this Title was adopted or amended which would be in violation
of the terms and requirements of this Title. The purpose of this Chapter is to regulate and limit the
continued existence of those uses, buildings and structures that do not conform to the provisions
of this Title as amended.
It is the intent of this Chapter to permit nonconformities to continue, but not to allow nonconformities
to be enlarged or expanded. The provisions of this Chapter are designed to curtail substantial
Dimensional Limitation Allowable Existing Proposed
Site Coverage 30% 34.9% 32%
Gross Floor Area No requirement 5,966 sq. ft. 9,294 sq. ft.
Floor Area 3,384 sq. ft. 4,484 sq. ft. 4, 484 sq. ft.
Minimum Side Yard Setback North: 15’
South: 15’
North: 5’6”
South: 9’2”
North: 5’6”
South: 9’2”
Combined Side Yard Setback 40’4” 14’8” 14’8”
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investment in nonconformities in order to preserve the integrity of the zone districts and the other
provisions of this Title but should not be construed as an abatement provision.”
The Non-Conformities chapter also includes the following code language and review criteria in:
Section 26.312.030.C – Extensions:
Extensions. A nonconforming structure shall not be extended by an enlargement or expansion that
increases the nonconformity. A nonconforming structure may be extended or altered in a manner
that does not change or that decreases the nonconformity.
And, Section 26.312.030.F.2:
Purposeful destruction. Any nonconforming structure which is purposefully demolished or
destroyed may be replaced with a different structure only if the replacement structure is in
conformance with the current provisions of this Title or unless replacement of the nonconformity is
approved pursuant to the provisions of Chapter 26.430, Special Review...
Each non-conforming dimensional limitation is discussed in detail below.
Floor Area:
The proposal maintains the calculated floor area for the property but represents an increase of
3,329 square feet of gross floor area through the construction of a full basement and changes to
the upper level. Gross floor area is not established as a dimensional limitation in the zone district,
but is a term recognized in the code and commonly used when evaluating structures during the
land use and permitting process. The application claims compliance with the Special Review
requirements because floor area is not increased. Staff agrees the floor area dimension remains
the same considering the technical calculation of floor area, which exempts subgrade space as
floor area.
Setbacks:
The minimum side yard requirement based on the
subject lot size is 15’ per side and the Combined Side
Yard setback is 40’4”. The existing building does not
meet the minimum by several feet on either side is well
short of the combined yard. When measuring the
combined side yard setback, the calculation does not
factor in the articulation of the structure. A straight line
is drawn based on the wall closest to each property
line (See Figure 14 and 15) and that “worst case” is
recognized as the provided setback. The existing and
proposed combined side yard setback in this case is
14’8”.
Setbacks extend vertically above and below grade and
are intended to provide a buffer between adjacent
properties. The new basement and additional second
story massing and fully compliant with underlying
zoning setback requirements, both combined and
individual. Existing walls that fall within the setbacks
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and create the non-conformity may be altered and remain, but the amount of non-compliant
development within the setbacks is reduced, and the encroachments into the setback remain the
same and are not increased.
Site Coverage:
The proposal reduces the site coverage of the property from 34.9% to 32%. Site coverage
includes the footprint of the building but does not include improvements such as patios or
driveways. The code permits a reduction in non-conformities with Special Review Approval by the
P&Z and bringing the home closer to compliance with zoning is appropriate.
Residential Design Standard Variations:
The application requests Variations to two Residential Design standards, 1. Articulation of Building
Mass and 2. Entry Connection. RDS variations can be granted by P&Z if at least one of the
following findings are made; 1. That the site is constrained, and compliance is not practical given
those constraints, and 2. A design alternative is provided which meets the intent of the statement
even if the standard is not met.
Each Residential Design Standard is identified as flexible or non-flexible. Non-flexible standards
are more critical to accomplishing the intent of RDS and require all variations to be reviewed by
the P&Z. Flexible standards may be successfully addressed in multiple ways and therefore an
administrative variation is allowed when appropriate. The Articulation of Building Mass standard
is a Non-Flexible standard, and the Entry Connection standard is a flexible standard. Both are
being presented to P&Z for efficiency, but the classification as flexible or non-flexible influences
Staff’s analysis of the variation request.
The Articulation of Building Mass standard seeks to reduce perceived bulk and mass when viewed
from all sides, and to prevent large expanses of unarticulated walls. There are three options to
meet this standard, and each option has dimensions at which articulation must occur to comply.
The footprint of this structure is proposed to remain largely the same as existing, or to be rebuilt
in the same location, which prohibits strict compliance with any of the three options.
Despite not falling in one of the three boxes provided by RDS, Staff believes the proposed
structure includes sufficient articulation when viewed from each side of the property. The
articulating elements include recessed walls and a variety of one- and two- story massing
elements (See Figure 3 & 4). This articulation and design helps to break up the perceived mass
and prevents large expanses of unarticulated walls.
The Entry Connection standard requires the front door to be street facing and within 10’ of the
front most wall of the structure. The garage contains the front most wall, and the front entry is
proposed to remain in the same location, which is street facing but more than 10’ from the front
most wall (See Figure 5).
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The intent of the standard is to provide a
clear visual and physical connection
between the street and the primary entrance.
A front entry porch and with a demarcated
pathway from the street to the front door are
provided, which helps clearly define the
primary front entrance to the structure. Staff
finds that the proposed front entry to meet
the intent of the standard even though it's
more than 10’ from the front most wall.
REFERRAL COMMENTS:
The application was referred to the Zoning,
Engineering, and Parks Departments and
they did not identify anything that would
prevent approval of the land use application.
These agencies did however request conditions of approval which have been included in the draft
resolution to address topics that will need to be satisfied prior to permit issuance or receipt of a
Certificate of Occupancy/Letter of Completion.
RECOMMENDATION
Staff recommends the P&Z approve this request. The project is fully compliant with Hallam Lake
Bluff requirements. Staff has found that the proposed design meets the Intent of the two RDS
Standards included in the Variation request. The Special Review request to continue the non-
conformity meets the strict language of the code. Staff finds that the request is inconsistent with
the intent of the Non-Conformities chapter as it enables a significant investment in a non-
conformity, which perpetuates a non-conforming structure that is inconsistent with the intent and
purpose of the Zone District and land use code; however, in evaluating the request against the
relevant review criteria, Staff feels the proposal is permitted by the code. The attached resolution
is written in the affirmative, and staff recommends P&Z approve the resolution.
PROPOSED MOTION:
“I move to approve Resolution No. XX, Series of 2023 based on a finding that all
applicable review criteria for Hallam Lake Bluff Review, Special Review – Authority
to Continue a Non-conformity and Residential Design Standards, have been met.”
ATTACHMENTS:
Exhibit A – Application Drawings
Exhibit B – Application Documents
Exhibit C – Hallam Lake Bluff Review Criteria
Exhibit D – Non-Conformities Review Criteria
Exhibit E – Special Review – Authority to Continue a Non-Conformity Review Criteria
Exhibit F – RDS Variation Review Criteria
Exhibit G – RDS Checklist
Figure 3: Site plan
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P&Z Resolution # ____, Series of 2023
1
RESOLUTION #XX
(SERIES OF 2023)
A RESOLUTION OF THE ASPEN PLANNING AND ZONING COMMISSION
GRANTING APPROVAL FOR HALLAM LAKE BLUFF REVIEW, SPECIAL REVIEW
– AUTHORITY TO CONTINUE A NONCONFORMING STRUCTURE AND
RESIDENTIAL DESIGN STANDARD VARIATIONS FOR THE PROPERTY
LOCATED AT 230 LAKE AVE., LEGALLY DESCRIBED AS LOT 16, HARMON
GROUP-TOMLINSON LOT LINE ADJUSTMENT PLAT, AS SHOWN ON THE PLAT
RECORDED JANUARY 17, 1990 IN PLAT BOOK 23 AT PAGE 77, COUNTY OF
PITKIN, STATE OF COLORADO
PARCEL ID:2735-124-88-001
WHEREAS, the Community Development department received an application from
BendonAdams, representing 230 Lake, LLC, requesting Hallam Lake Bluff Review, Special
Review – Authority to Continue a Nonconforming Structure and Residential Design Standard
Variation reviews related to a proposed remodel and addition located at 230 Lake Avenue; and,
WHEREAS, the application was submitted during a period when the City of Aspen was
enjoined from enforcing the terms of Ordinance 27, Series of 2021, an ordinance placing a
moratorium on land use applications and building permits for residential development throughout
the City. As a result, this application, if approved and pursued within the limits of Vested Rights,
is subject to the Land Use Code in place prior to the adoption of Ordinance 27, Series of 2021, and
is not subject to the code amendments resulting from the adoption of Ordinances 13 and 14, Series
of 2022; and
WHEREAS, the property is located in the Medium Density Residential (R-6) zone district;
and,
WHEREAS, the Community Development department Staff reviewed the application for
compliance with the applicable review standards; and,
WHEREAS, upon review of the application and the Land Use Code standards, and referral of
the application to other City Departments for comments, the Community Development Director
recommended approval of the requested development application; and,
WHEREAS, the City of Aspen Planning and Zoning Commission opened and continued two
public hearings on January 17th and March 3rd to March 14th, where the Planning and Zoning
Commission reviewed and considered the application under the applicable provisions of the Land
Use Code as identified herein, in particular sections 26.435.060 – Hallam Lake Bluff, 26.430
Special Review, and 26.410.020.C – Residential Design Standard Variations, considered the
recommendation of the Community Development Director and took and considered public
comment at a duly noticed public hearing on March 14th, 2023; and,
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P&Z Resolution # ____, Series of 2023
2
WHEREAS, the City of Aspen Planning and Zoning Commission finds that the development
proposal for Hallam Lake Bluff Review, Special Review – Authority to Continue a
Nonconforming Structure, and Residential Design Standard Variations meets the applicable
review criteria and that approval of the request as described below is consistent with the goals and
objectives of the Land Use Code; and,
WHEREAS, the City of Aspen Planning and Zoning Commission finds that this Resolution
furthers and is necessary for the promotion of public health, safety, and welfare, and,
WHEREAS, the City of Aspen Planning and Zoning Commission approves Resolution #XX,
Series of 2023, by a XX to XX (X - X) vote, approving the requested land use reviews as identified
herein.
NOW, THEREFORE BE IT RESOLVED the City of Aspen Planning and Zoning
Commission finds as follows:
Section 1: Hallam Lake Bluff Review
Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the
Planning and Zoning Commission hereby approves a Hallam Lake Bluff Review for development
within the Hallam Lake Bluff Review Area as depicted in Exhibit A. The Parks, Engineering, and
Zoning Departments recommended conditions of approval regarding the Hallam Lake Bluff
Review that must be met prior to building permit issuance are described in Section 4.
Section 2: Special Review – Authority to Continue a Non-Conforming Structure
The existing single-family dwelling is a legal non-conforming structure as defined in the Land Use
Code. Approval is granted for a remodel and renovation as depicted in Exhibit A to this resolution,
and including:
• A reallocation of floor area that includes the addition of a basement and additional second
story massing,
• Alterations to portions of the structure that fall within the minimum side yard and combined
side yard setbacks, and,
• Changes to the footprint that continue, but reduce the non-conforming site coverage.
The following table outlines the approved dimensional limitations that are permitted to continue:
Section 3: Residential Design Standard Variations and Approval
Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the
Planning and Zoning Commission hereby approves Residential Design Standard Review with
Dimensional Limitation Allowable Existing Proposed
Site Coverage 30% 34.9% 32%
Gross Floor Area No requirement 5,966 sq. ft. 9,294 sq. ft.
Floor Area 3,384 sq. ft. 4,484 sq. ft. 4, 484 sq. ft.
Minimum Side Yard Setback North: 15’
South: 15’
North: 5’6”
South: 9’2”
North: 5’6”
South: 9’2”
Combined Side Yard Setback 40’4” 14’8” 14’8”
10
P&Z Resolution # ____, Series of 2023
3
Variations to the Articulation of Building Mass and Entry Connection Residential Design
Standards as depicted and further described in Exhibit B to this Resolution.
Section 4: Conditions of Approval
The following conditions of approval must be met prior to building permit issuance:
• The project must comply with all applicable Engineering Standards prior to building permit
issuance, including requirements for a Major Development within the Urban Runoff Plan.
• Final verification that Demolition is not triggered will be confirmed prior to Building
Permit issuance. If Demolition is found to be triggered during construction, the project
approval will be deemed void, ab initio. Any subsequent application for redevelopment of
the property shall be subject to and reviewed under the codes in place as the time of the
new land use application.
• Compliance with applicable Parks requirements will be verified prior to building permit
issuance.
• Impacts to trees on neighboring properties will need to be minimized and distances from
trunks of trees will need to be shown.
• Construction methodology and excavation plan shall be confirmed with the Parks
Department for excavation in the area along the 15’ offset from the Top of Slope prior to
building permit issuance.
• The location and extents of excavation for the installation of stormwater and other utility
infrastructure shall be confirmed by the Parks Department to not negatively impact trees
prior to building permit issuance.
• The shoring plan shall be approved by the Parks department to not negatively impact trees.
• The tree removal plan, and requirements for any applicable tree health plans, shall be
approved prior to building permit issuance.
• Verification that the height over topography represented in the land use review is consistent
with the final civil grading plans provided as part of the permit application is required prior
to building permit issuance. Any deviation from the plan providing during land use review
will be evaluated to determine is an amendment to this approval is required. The extent of
the changes will determine if an amendment is required.
Section 5: Material Representations
All material representations and commitments made by the Applicant pursuant to the development
proposal approvals as herein awarded, whether in public hearing or documentation presented
before the Planning and Zoning Commission, are hereby incorporated in such site development
approvals and the same shall be complied with as if fully set forth herein, unless amended by an
authorized entity.
Section 6: Existing Litigation
This resolution shall not affect any existing litigation and shall not operate as an abatement of any
action or proceeding now pending under or by virtue of the ordinances repealed or amended as
herein provided, and the same shall be conducted and concluded under such prior ordinances.
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P&Z Resolution # ____, Series of 2023
4
Section 7: Severability
If any section, subsection, sentence, clause, phrase, or portion of this resolution is for any reason
held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed
a separate, distinct and independent provision and shall not affect the validity of the remaining
portions thereof.
APPROVED by the Commission at its meeting on March 14, 2023.
APPROVED AS TO FORM: PLANNING AND ZONING
COMMISSION:
___________________________________ ________________________
James R. True, City Attorney Teraissa McGovern, Chair
ATTEST:
____________________________
Cindy Klob, Records Manager
Attachment:
Exhibit A – Approved Drawings
Exhibit B – RDS Approval Checklist and Drawings
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( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5
0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O
8 1 6 1 1
BILL POSS AND ASSOCIATES,2021C ARCHITECTURE AND PLANNING, P.C.2023.01.27
230 LAKE AVENUE REMODEL
230 LAKE AVENUE ASPEN, CO 81611
P&Z APPLICATION
13
A/C air conditioning
A/E architect/engineer
AB anchor bolt
AC alternating current
ACOUS acoustical
ADA Americans with
Disabilities Act
ADDM addendum
ADDL additional
ADJ adjustable, adjacent
AFF above finished floor
AGGR aggregate
AIA American Institute of
Architects
AISC American Institute of
Steel Construction
ALT alternate
ALUM aluminum
AMP ampere
AMT amount
ANSI American National
Standards Institute
APPROX approximate
APT apartment
ARCH architect (ural)
ASHRAE American Society of
Heating, Refrigerating,
and Air Conditioning
Engineers
ASTM American Society for
Testing and Materials
ASI architect's supplemental
instructions
ASPH asphalt
ASSN association
AUTO automatic
AUX auxillary
AV audio/visual
AVE avenue
AVG average
B&B board and batten
BALC balcony
BD board
BITUM bituminous
BKG backing
BLDG building
BLKG blocking
BLT IN built-in
BLVD boulevard
BLW below
BM beam
BO bottom of
BOF bottom of footing
BOT bottom
BR bedroom
BRG bearing
BRZ bronze
BSMT basement
BTU British Thermal Unit
BTWN between
C Celsius
C&P carpet and pad
CAB cabinet
CALC calculate
CANTIL cantilever(ed)
CAP capacity
CBB cementitious (backer)
board
CD construction documents
CEM cement
CER ceramic
CIP cast-in-place
CJ control joint
CL center line
CLG ceiling
CLR clear (ance)
CM centimeter
CMU concrete masonry unit
CLO closet
CO Certificate of Occupancy
carbon monoxide
COL column
CONC concrete
CONSTR construction
CONSULT consultant
CONT continuous
CONTR contract/contractor
COORD coordinate
CORR corrugated
CPT carpet
CSMT casement
CTR center
CU FT cubic foot (feet)
CU YD cubic yard(s)
D deep
DBL double
DD design development
DEMO demolition
DEPT department
DH double hung
DIA diameter
DIM dimension
DIV division
DIAG diagonal
DN down
DOC document
DOUG FIR Douglass fir
DTL detail
DR door
DS downspout
DW dishwasher
DWG drawing
DWR drawer
E east
EA each
EIFS exterior insulation
finish system
EL elevation
ELEC electric (al)
ELEV elevator
ENCL enclose (ure)
ENG engineer
EQ equal
EQUIP equipment
ESMT easement
ETC et cetera
EXH exhaust
EXIST existing
EXP expansion
EXT exterior
EXTN extention
FLASH flashing
FLEX flexible
FLOUR flourescent
FLR floor
FND foundation
FO face of
FOC face of concrete
FOS face of stud
FP fire place
FR fire rating
FRMG framing
FRZ freezer
FSTNR fastener
FT feet, foot
FTG footing
FURN furniture
GA guage /
Gypsum Association
GALV galvanized
GC general contractor
GL glass/glazing(glazed)
GLU LAM glued laminated wood
GSKT gasket
GWB gypsum wall board
GYP PLAS gypsum plaster
H high
H/C handicap accessible
HB hose bibb
HC hollow core
HDW hardware
HDR header
HEX hexagon (al)
HGR hanger
HM hollow metal
HORIZ horizontal
HR hour
HT height
HTG heating
HVAC heating/ventilation/
air conditioning
HVY heavy
HWH hot water heater
IBC International Building
Code
ID inside diameter
INCL include (ing)
INSUL insulation
INT interior
INV invert
JST joist
JT joint
KIT kitchen
KO knock out
LAB laboratory
LAM laminate(d)
LAV lavatory
LAY layer
LB pound
LBL label
LF linear feet(foot)
LH left hand
LL live load
LPT low point
LT light
LT WT light weight
LTL lintel
M meter
MAINT maintenance
MAS masonry
MATL material
MAX maximum
MBR master bedroom
MECH mechanical
MED medium
MEMB membrane
MEZZ mezzanine
MFR manufacturer
MH man hole
MIN minimum
MIRR mirror
MISC miscellaneous
MLDG moulding
MM millimeter
MO masonry opening
MT mount
MTD mounted
MTL metal
MULL mullion
N north
NA not applicable
NAT natural
NFPA National Fire Protection
Association
NIC not in contract
NO number
NOM nominal
NR noise reduction
NRC noise reduction
coefficient
NTS not to scale
O/over
OA overall
OC on center
OD outside diameter
OH overhang
OPNG.opening
OPH opposite hand
OPP opposite
OPT optional
ORIG original
OSHA Occupational Saftey &
Health Administration
PAR parallel
PCC precast concrete
PERF perforated
PERIM perimeter
PLAS plaster
PLAM plastic laminate
PLF pounds per lineal foot
PLYWD plywood
PNL panel
PREFAB prefabricated
PREFIN prefinished
PRELIM preliminary
PRKG parking
PSF pounds per square foot
R radius / riser
RA return air
RAD radiant
RCP reflected ceiling plan
RD road / roof drain
REBAR reinforcing steel bars
REF reference, refrigerator
REFL reflect (ed) (ive) (or)
REG register
REINF reinforce (ed)
REQD required
REV revis (e) (ed) (ion)
RFI request for information
RH right hand (ed)
RM room
RO rough opening
ROW right of way
RS rough sawn
RT right
S south
SC solid core
SCHED schedule
SD smoke detector /
storm drain (site) /
schematic design
SECT section
SF square foot (feet)
SHTHG sheathing
SHT sheet
SHV shelving
SIM similar
SM small
SPEC specification (s)
SPKR speaker
SQ square
SS standing seam /
storm sewer
SST stainless steel
STA station
STC sound transmission class
STD standard
STL steel
STOR storage
STRUCT structure / structural
SUSP suspended
SYM symmetrical
SYS system
T tread
T&G tongue and groove
TB towel bar
TBD to be determined
TEL telephone
THK thick (ness)
THR threshold
TO top of
TOB top of beam
TOC top of concrete
TOF top of footing
TOJ top of joist
TOL tolerance
TOPO topography
TOS top of slab
TOW top of wall
TPD toilet paper dispenser
TPH toiler paper holder
TS tube steel
TV television
TYP typical
UBC Uniform Building Code
UC undercut
UL Underwriters Laboratories
UNFIN unfinished
UNO unless noted otherwise
VAR varies
VCT vinyl composition tile
VERT vertical
VEST vestibule
VG vertical grain
VIF verify in field
VNR veneer
VR vapor retarder
W west / width / wide
W/with
W/O without
WC water closet
WD wood
WDW window
WP waterproofing
WPT working point
WSCT wainscot
WWF welded wire fabric
WWM welded wire mesh
XL extra large
XPS extruded polystyrene
board (insulation)
SYMBOLS USED AS ABBREVIATIONS
@ at
&and
L angle
centerline
C channel
°degrees
ø diameter
#number
d penny
perpendicular
PL plate
NUMERICAL SYMBOLS USED AS
ABBREVIATIONS
1st first
2nd second
ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES (CONTINUED)PROJECT DIRECTORY
DRAWING INDEX
BUILDING/ZONING DATA
MATERIALS LEGEND
5.ANY PROPOSED SUBSTITUTION OF SPECIFIED MATERIALS/PRODUCTS SHALL BE PRESENTED TO THE
ARCHITECT FOR REVIEW, IN ACCORDANCE WITH PROCEDURES DESCRIBED IN DIVISION ONE (1) OF THE PROJECT
MANUAL AND THE GENERAL CONDITIONS. SUBSTITUTIONS WILL BE CONSIDERED ONLY IF A MORE
ADVANTAGEOUS DELIVERY DATE OR LESSER COST, WITH CREDIT TO THE OWNER, ARE PROVIDED WITHOUT
SACRIFICING QUALITY, APPEARANCE, AND/OR FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE
REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT EQUAL TO THE QUALITY OF
THE PRODUCT SPECIFIED. INITIATING A REQUEST FOR SUBSTITUTION DOES NOT AUTHORIZE THE CONTRACTOR
TO CHANGE THE SPECIFIED PRODUCT, UNTIL THE ARCHITECT HAS APPROVED THE SUBSTITUTION.
6.SUBMIT SHOP DRAWINGS, CUT SHEETS AND SAMPLES WHEN REQUIRED BY THE SPECIFICATIONS, FOR
REVIEW BY THE ARCHITECT PRIOR TO COMMENCING WITH RELATED WORK. ALL WORK RELATED TO SUCH
SAMPLES SHALL CONFORM WITH REVIEWED AND ACCEPTED SAMPLES. WORK WHICH DOES NOT CONFORM
SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. SUB-CONTRACTORS SHALL SUBMIT ALL
SUBMITTALS AND SAMPLES FOR REVIEW THROUGH THE GENERAL CONTRACTOR. ALL SUBMITTALS AND
SAMPLES SHALL BE SUBMITTED IN SUCH A MANNER, AS TO ALLOW ADEQUATE TIME FOR REVIEW, AS NOTED IN
THE SPECIFICATIONS, AND AS NOT TO DELAY WORK IN PROGRESS.
7.ALL WORK SHALL BE ERECTED PLUMB AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES OF THE
TRADE, MANUFACTURER'S RECOMMENDATIONS FOR THE PARTICULAR PRODUCT, AND IN ACCORDANCE WITH THE
SPECIFICATIONS.
8.THE LOCAL GOVERNMENT AGENCIES SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF
INSPECTION AS REQUIRED BY THE APPLICABLE CODE OR BY ANY CODE OR ORDINANCE.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING
CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE
PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER.
10.ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED "N.T.S."
DENOTES NOT TO SCALE. DIMENSIONS ARE TO FACE OF FRAMING, U.N.O.
11.CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND WALLS
WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER DISCIPLINE
DRAWINGS AND SPECIFICATIONS, AS WELL AS EXISTING CONDITIONS.
12.CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ITEMS REQUIRING COORDINATION AND RESOLUTION
DURING THE BIDDING PROCESS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR ANY CLARIFICATIONS.
THE CONTRACTOR SHALL NOT EXCLUDE FROM HIS BID, ANY ITEMS, AS NOTED IN THE CONTRACT DOCUMENTS,
WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE ARCHITECT. CONTRACTOR'S CLARIFICATIONS SHALL NOT
OMIT, CHANGE OR REDUCE THE QUALITY OF CONSTRUCTION, AS INDICATED BY THE CONTRACT DOCUMENTS.
13.VERIFY ALL SPACE DIMENSIONS AS SHOWN WITH EXISTING JOB CONDITIONS BEFORE STARTING
CONSTRUCTION.
14.WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE DISTURBED, SUCH AREAS SHALL BE REFINISHED
TO MATCH THE AREA PRIOR TO THE DISTURBANCE.
15.WHERE WORK IS INSTALLED OR EXISTING FINISHES ARE DISTURBED, SUCH AREAS SHALL BE REFINISHED
TO MATCH THE AREA PRIOR TO THE DISTURBANCE.
16.THE CONTRACTOR SHALL CHECK AND VERIFY THE CONTRACT DOCUMENTS WITH FIELD CONDITIONS,
CONFIRMING THAT ALL WORK IS BUILDABLE AS SHOWN, PRIOR TO PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES EXIST, PRIOR TO
COMMENCEMENT OF WORK, OR AS SOON AS POSSIBLE, THEREAFTER.
17.EACH MISCELLANEOUS ITEM OF CUTTING, PATCHING, OR FITTING IS NOT NECESSARILY INDIVIDUALLY
DESCRIBED IN THE CONTRACT DOCUMENTS. NO SPECIFIC DESCRIPTION OF CUTTING, PATCHING, OR FITTING
REQUIRED TO PROPERLY ACCOMMODATE THE SCOPE OF WORK SHALL RELIEVE THE CONTRACTOR FROM THE
RESPONSIBILITY TO PERFORM SUCH WORK AS REQUIRED.
18.ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED WITH
THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH THE RELATED WORK. ALL QUESTIONS
SHALL BE IN THE FORM OF A REQUEST FOR INFORMATION IN ACCORDANCE WITH PROCEDURES AS NOTED IN
DIVISION ONE (1) OF THE PROJECT MANUAL.
19.ALL ITEMS ARE NEW UNLESS CALLED OUT AS "EXISTING"
PROJECT DESCRIPTION
SINGLE FAMILY DWELLING REMODEL
LEGAL DESCRIPTION
SUBDIVISION: HARMON GROUP
TOMLINSON LOT LINE ADJ LOT: 16
ZONING CODE ANALYSIS
ZONE DISTRICT: R-6 MEDIUM DENSITY RESIDENTIAL
ALLOWABLE FLOOR AREA:0,000 SQ.
ACTUAL FLOOR AREA:5,361 SQ. FT.
BASEMENT LEVEL 869 SQ. FT.
MAIN LEVEL 3,548 SQ. FT.
UPPER LEVEL 888 SQ. FT.
EXEMPT GARAGE AREA 576 SQ. FT.
(OR OTHER AREAS, IF APPLICABLE)
TOTAL AREA 5,305 SQ.
BUILDING CODE ANALYSIS
OCCUPANCY TYPE: R-3 PER IBC 2015, SECTION 310.5
CONSTRUCTION TYPE: V-B PER IBC 2015, SECTION
FIRE SPRINKLER: NONE
230 LAKE AVENUE REMODEL
230 LAKE AVENUE
ASPEN, COLORADO 81611
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P. C.
605 EAST MAIN STREET
ASPEN, CO 81611
Telephone: 970 925 4755
Fax: 970 925 2950
Email: KWEIL@BILLPOSS.COM
MWINKLER@BILLPOSS.COM
Contact: KIM WEIL
MARC WINKLER
MADIGAN & COMPANY
P.O. BOX 9682
ASPEN, CO 81612
Telephone: 970 948 0418
Email: CHRIS@MADIGANCO.CO
Contact: CHRIS MADIGAN
INTERIOR DESIGNER:
Telephone: 646 666 0846
Fax: 970 945 0846
Email: JSG@GACHOTSTUDIOS.COM
Contact: JACK GARBUTT
594 BROADWAY
SUITE 509
NEW YORK, NY 10012
GACHOT STUDIOS MECHANICAL/ELECTRICAL ENG.:
Telephone: 970 748 8520
Email: STAN@AEC-VAIL.COM
TAYLOR@AEC-VAIL.COM
Contact: STANTON HUMPHRIES
TAYLOR CRITCHLOW
40801 US HWY 6 & 24, SUITE 214
PO BOX 8489
AVON, CO 81620
ARCHITECTURAL ENGINEERING
CONSULTANTS (AEC)
LANDSCAPE ARCHITECT:
Telephone: 970 948 7646
Email: NWSOHO@GMAIL.COM
Contact: NICK SOHO
102 EVANS ROAD
UNIT 204
BASALT, CO 81621
SOHO DESIGN STUDIO
CIVIL ENGINEER:
Telephone: 970 945 1004
Fax: 970 945 5948
Email: JORDANK@SGM-INC.COM
Contact: JORDAN KEHOE
118 W. SIXTH STREET
SUITE 200
GLENWOOD SPRINGS, CO 81601
SCHMUESER, GORDON, MEYER
(SGM)
TRUE NORTH ARROW
EXISTING CONTOURS
NEW CONTOURS
WALL SECTION
("XX"-DWG. # / "A-3XX"-SHT. #)
ELEVATION KEYING
("XX"-DWG. # / "A-2XX"-SHT. #)
COLUMN GRIDROOM NAME
ROOM NUMBER
FLOOR FINISH
FLOOR PLAN
SPOT ELEVATIONS
(BUILDING)
SECTION DETAIL KEYING
("XX"-DWG. # / "A-3XX"-SHT. #)
CONSTRUCTION TYPE
("W1"-TYPE)
TOPO SPOT
ELEVATION EXISTING
ENLARGED PLAN/DETAIL
("XX"-DWG. # / "A-3XX"-SHT. #)
INTERIOR ELEVATION KEYING
("1"-EL. ID / "I-2XX"-SHT. #)DRAWING REVISION
WINDOW MARK
DOOR MARK
TOPO SPOT
ELEVATION NEW
BUILDING SECTION
("XX"-DWG. # / "A-3XX"-SHT. #)
SMOKE DETECTOR JUNCTION BOX
0
NORTH
ROOM NAME
101
FLOOR FINISH
XXX
X
T.O. XXX
99'-0"
A-2XX
X#
A3XX
X#
A3XX
X#
A-2XX
X#
X# X#
X#
A3XX
X#
1
0xDyDD8000.00'8000.00'1
A5XX
X#
W-X
SITEWORK:
DISTURBED
UNDISTURBED
STONE / GRAVEL
POROUS FILL
FIREBRICK
MASONRY:
BRICK
STONE
CONCRETE
MASONRY UNIT
CAST IN PLACE
& PRE-CAST
GROUT / MORTAR
SAND
ALUMINUM
STEEL
STEEL -
LARGE SCALE
STEEL -
SMALL SCALE
CARPENTRY:
ROUGH FRAMING
BLK'G. CONTINUOUS
BLOCKING
DISCONTINUOUS
PLYWOOD
FINISHED
CARPENTRY
BATT / BLANKET
LOOSE FILL
THERMAL PROTECTION:
RIGID
FIBERBOARD
SPRAYED FOAM
SEALANT
W/ BACKER ROD
CAULK and SEALANT:
JOINT FILLER
LATH
PLASTER
PLASTER / BACKING BOARDS:
GYPSUM
WALL BOARD
CEMENTITOUS
BACKER UNIT
DENS GLASS GOLD
STEEL:
W###
X
STRUCTURAL ENGINEER:
Telephone: 970 945 1006
Fax: 970 945 2966
Email: BOB@ODDOGWS.COM
Contact: BOB ODDO
713 COOPER AVENUE
SUITE 200
GLENWOOD SPRINGS, CO 81601
ODDO ENGINEERING
SURVEYOR:
Telephone: 970 748 8520
Email: STAN@AEC-VAIL.COM
TAYLOR@AEC-VAIL.COM
Contact: STANTON HUMPHRIES
TAYLOR CRITCHLOW
40801 US HWY 6 & 24, SUITE 214
PO BOX 8489
AVON, CO 81620
ARCHITECTURAL ENGINEERING
CONSULTANTS (AEC)
GENERAL NOTES
1.THE AIA DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", 1997 AND
SUPPLEMENTARY CONDITIONS, AS PREPARED BY THE ARCHITECT, ARE HEREBY MADE A PART OF THESE
CONTRACT DOCUMENTS, AND ARE ON FILE AT THE OFFICE OF THE ARCHITECT FOR REFERENCE DURING
REGULAR BUSINESS HOURS.
2.THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL CONDITIONS, SUPPLEMENTARY
CONDITIONS, GENERAL PROVISIONS, DRAWINGS, SPECIFICATIONS, ADDENDA, AND SUPPLEMENTARY
DOCUMENTS AS ISSUED BY THE ARCHITECT IN ACCORDANCE WITH THE GENERAL AND SUPPLEMENTARY
CONDITIONS OF THE CONTRACT. DRAWINGS AND SPECIFICATIONS ARE COOPERATIVE AND CONTINUOUS. WORK
INDICATED OR REASONABLY IMPLIED IN EITHER SHALL BE PROVIDED AS THOUGH FULLY COVERED BY BOTH.
ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS SHOULD BE REPORTED TO THE OFFICE OF THE
ARCHITECT IMMEDIATELY.
3.ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE
PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES.
4.THE CONTRACT DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND
SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED THEREIN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT
CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. THE ARCHITECT SHALL PROVIDE
SUPPLEMENTAL INFORMATION REGARDING DESIGN INTENT WHERE ACCOMMODATIONS FOR EXISTING
CONDITIONS OR WHERE SUFFICIENT INFORMATION IS ABSENT FROM THE CONTRACT DOCUMENTS, IN
ACCORDANCE WITH THE GENERAL CONDITIONS.
LOCATION MAP
PROJECT:
ARCHITECT:
CONTRACTOR:
230 LAKE AVENUE
ASPEN, CO 81611
SHEET NAME#
COVER SHEETG000
GENERAL INFORMATIONG002
RADON MITIGATIONG003
SITE COVERAGEG100
AREA ELEVATIONS - LOWER LEVELG103
AREA ELEVATIONS - LOWER LEVELG104
FLOOR AREA CALCULATIONSG105
HALLAM LAKE BLUFFG106
EXISTING CONDITIONS FARG.101
AREA CALCULATIONS EXISTINGG.102
ARCHITECTURAL SITE PLAN - PROPOSEDA.002
ROOF DEMOLITION CALCULATIONSA.003
WALL DEMOLITION CALCULATIONSA.004
WALL DEMOLITION CALCULATIONSA.005
BASEMENT LEVEL FLOOR PLAN - EXISTING CONDITIONSA.101
LOWER LEVEL FLOOR PLAN - EXISTING CONDITIONSA.102
MAIN LEVEL FLOOR PLAN - EXISTING CONDITIONSA.103
UPPER LEVEL FLOOR PLAN - EXISTING CONDITIONSA.104
ROOF PLAN - EXISTING CONDITIONSA.105
LOWER LEVEL FLOOR PLAN - PROPOSEDA.121
MAIN LEVEL FLOOR PLAN - PROPOSEDA.122
UPPER LEVEL FLOOR PLAN - PROPOSEDA.123
ROOF PLAN - PROPOSEDA.124
PROPOSED REFLECTED CEILING PLAN - B1A.131
PROPOSED REFLECTED CEILING PLAN - L1A.132
PROPOSED REFLECTED CEILING PLAN - L2A.133
NORTH EXTERIOR ELEVATION - EXISTING CONDITIONSA.201
SOUTH EXTERIOR ELEVATION - EXISTING CONDITIONSA.202
EAST EXTERIOR ELEVATION - EXISTING CONDITIONSA.203
WEST EXTERIOR ELEVATION - EXISTING CONDITIONSA.204
NORTH EXTERIOR ELEVATION - DEMOLITIONA.211
SOUTH EXTERIOR ELEVATION - DEMOLITIONA.212
EAST EXTERIOR ELEVATION - DEMOLITIONA.213
WEST EXTERIOR ELEVATION - DEMOLITIONA.214
NORTH EXTERIOR ELEVATION - PROPOSEDA.221
SOUTH EXTERIOR ELEVATION - PROPOSEDA.222
EAST EXTERIOR ELEVATION - PROPOSEDA.223
WEST EXTERIOR ELEVATION - PROPOSEDA.224
BUILDING SECTION - BUNK/MEDIA/SALON - PROPOSEDA.321
BUILDING SECTION - KITCHEN/MEDIA/STAFF - PROPOSEDA.322
BUILDING SECTION - LIVING/MEDIA/THEATER - PROPOSEDA.323
SPA STAIRSA.604
SPAA.605
WINDOW WELLA.606
WINDOW WELLA.607
WINDOW WELLA.608
A.609 WINDOW WELL
SCHEMATIC LANDSCAPE PLANL.1.001
IMPROVEMENT SURVEY PLATSURVEY
FENCE DETAILSA.508
DETAILSA.507
DETAILSA.506
STAIR DETAILSA.505
DETAILSA.504
DETAILSA.503
DETAILSA.502
DETAILSA.501
STAIRSA.603
STAIRSA.602
STAIRSA.601
A.904
A.905
A.906
A.903
A.902
ASSEMBLIES - ROOFA.901
ASSEMBLIES - EXTERIOR WALLS
ASSEMBLIES - EXTERIOR WALLS
ASSEMBLIES - INTERIOR WALLS
ASSEMBLIES - FLOORS
ASSEMBLIES - SOFFITS/CEILINGS
A.1004
A.1005
A.1006
A.1003
A.1002
A.1001
A.1007
A.1008
WINDOW SCHEDULE
WINDOW SCHEDULE
WINDOW SCHEDULE
DOOR SCHEDULE - EXTERIOR
DOOR SCHEDULE - EXTERIOR
DOOR SCHEDULE - INTERIOR
DOOR SCHEDULE - INTERIOR
DOOR SCHEDULE - INTERIOR
A.401
A.402
A.403
A.404
PROPOSED - WALL SECTIONS
PROPOSED - WALL SECTIONS
PROPOSED - WALL SECTIONS
PROPOSED - WALL SECTIONS
BUILDING SECTION - FOYER/FAMILY - EXISTING CONDITIONSA.301
BUILDING SECTION - FOYER/LIVING - EXISTING CONDITIONSA.302
BUILDING SECTION - FAMILY/FOYER - EXISTING CONDITIONSA.303
ROOF TOPOGRAPHYA.006
A.111
A.112
A.113
A.114
A.115
BASEMENT LEVEL FLOOR PLAN - DEMOLITION PLAN
LOWER LEVEL FLOOR PLAN - DEMOLITION PLAN
MAIN LEVEL FLOOR PLAN - DEMOLITION PLAN
UPPER LEVEL FLOOR PLAN - DEMOLITION PLAN
ROOF PLAN - EXISTING CONDITIONS
FOOTPRINT COMPARISONG102
FLOOR AREA CALCULATIONSG101
RENDERED ELEVATIONSG107
BLUFF COMPARISONG109
BLUFF COMPARISONG110
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
6
:
3
8
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G002
GENERAL INFORMATION
21932.00
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
14
EXTERIOR
INTERIORSLOPEREF. ROOF PLANATTIC
RAFTER, PER STRUCTURAL
INTERIOR PARTITION, RUN VENT
PIPE WITHIN FRAMING STRUCTURE
FLASHING AND COUNTER FLASHING
T.O.F.F. @ MAIN LEVEL
EL: REF. FLOOR PLAN
T.O.S. @ MAIN LEVEL
EL: REF. FLOOR PLAN
T.O.S. @ LOWER LEVEL
EL: REF. FLOOR PLAN
GROUNDLINE
(GRADE LEVEL)
JOIST, PER STRUCTURAL
FINISH FLOOR, PER PLAN
SUPPORT STRAPPING
SEAL OPENINGS IN SLAB AND
AROUND PENETRATIONS
SOIL-GAS-RETARDER MEMBRANE
(MIN. 6-MIL POLYETHELENE)
3" - 4" VENT PIPE
ELECTRICAL JUNCTION BOX
(BEYOND) FOR FUTURE
INSTALLATION OF WARNING
DEVICE
ELECTRICAL JUNCTION BOX
FOR FUTURE INSTALLATION
OF VENT FAN
EXHAUST (10'-0" MIN. FROM
OPENINGS INTO CONDITIONED
SPACES OF BUILDING)
T.O. RADON EXHAUST
12" MIN. ABOVE ROOF
FOUNDATION PERIMETER
DRAIN, PER CIVIL
FILTER FABRIC
PVC T-FITTING (OR EQUIVALENT)
TO SUPPORT VENT PIPE
EXTENDED DRAINAGE MAT
ENGINEERED FILL
ENGINEERED FILL
INTERIOR INTERIOR
T.O.S. @ LOWER LEVEL
EL: REF. FLOOR PLAN
NATIVE SUBSOIL
GRAVEL BASE WITH PERFORATED
PIPE SUB-SLAB SYSTEM
PASSIVE SUB-SLAB DEPRESSURIZATRION RADON
CONTROL SYSTEM FOR NEW CONSTRUCTION
NOTES:
1. ALL CONCRETE SLABS THAT COME IN CONTACT WITH THE
GROUND SHALL
BE LAID OVER A GAS PERMEABLE MATERIAL MADE UP OF EITHER
A MINIMUM 4" THICK UNIFORM LAYER OF CLEAN AGGREGATE,
OR A MINIMUM 4" THICK UNIFORM LAYER OF SAND, OVERLAIN
BY A LAYER OR STRIPS OF MANUFACTURED MATTING DESIGNED
TO ALLOW THE LATERAL FLOW OF SOIL GASES.
2. ALL CONCRETE FLOOR SLABS SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING CODES.
ADDITIONAL REFS: AMERICAN CONCRETE INSTITUTE
PUBLICAITONS, "ACI302.1R" & "ACI1332R", OR THE POST
TENSIONING INSTITUTE MANUAL, "DESIGN AND CONSTRUCTION
OF POST-TENSIONED SLABS ON THE GROUND".
3. ALL OPENINGS, GAPS, AND JOINTS IN FLOOR AND WALL
ASSEMBLIES IN CONTACT SOIL OR GAPS AROUND PIPES,
TOILETS, BATHTUBS, OR DRAINS PENETRATING THESE
ASSEMBLIES SHALL BE FILLED OR CLOSED WITH MATERIALS
THAT PROVIDE A PERMANENT AIR-TIGHT SEAL. SEAL LARGE
OPENINGS WITH NON-SHRINK MORTAR, GROUTS, OR EXPANDING
FOAM MATERIALS AND SMALLER GAPS WITH AN ELASTOMERIC
JOINT SEALANT, AS DEFINED IN ASTM C920-87.
4. VENT PIPES SHALL BE INSTALLED SO THAT ANY RAINWATER
OR CONDENSATION DRAINS DOWNWARD INTO THE GROUND
BENEATH THE SLAB OR SOIL-GAS-RETARDER MEMBRANE.
5. CIRCUITS SHOULD BE A MINIMUM 15 AMP, 115 VOLT.
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
6
:
4
1
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G003
RADON MITIGATION
21932.00
SCALE 1 1/2" = 1'-0"1 RADON MITIGATION
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
15
PLAN NOTES
BUILDING ELEVATION 100'-0" =
USGS ELEVATION 7881.0'
1.
REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR ALL
GRADING, PAVING, AND PLANTING.
2.
LOWER LEVEL
4,261 SQ. FT.
G10312
G103
G103
5
G104
19
G 1 0 4 20
G104
21
G104 22
G104
23
G 1 0 4 24
G103
1G1032.1
15' -0" SETBACK
1 5 ' -0 " S E T B A C K15' -0" SETBACK
25' -4" SETBACK
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
G103
9
10
G103
11
G1036
G103
7
G103 8
G103
17
G103
13
G10314
G103
15
G10316
18
G103
3
G103 4
G1032
MAIN LEVEL
3,103 SQ. FT.
GARAGE
555 SQ. FT.
DECK
160 SQ. FT.
15' -0" SETBACK
1 5 ' -0 " S E T B A C K15' -0" SETBACK
25' -4" SETBACK
25' -4" SETBACK
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
ENTRY PORCH
(EXEMPT)
142 SQ. FT.
PATIO
819 SQ. FT.
PATIO
461.9 SQ. FT.
G1032
UPPER LEVEL
729 SQ. FT.
DECK
49 SQ. FT.
15' -0" SETBACK
1 5 ' -0 " S E T B A C K15' -0" SETBACK
25' -4" SETBACK
25' -4" SETBACK
15' -0" SETBACK
15' -0" SETBACK
DECK
637.1 SQ. FT.
LIVEABLE
WINDOW WELL
DECK
GARAGE
AREA PLAN LEGEND
PATIO
PORCH
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
5
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G101
FLOOR AREA
CALCULATIONS
21932.00
SCALE 1/8" = 1'-0"1 LOWER LEVEL FLOOR AREA PLAN - PROPOSED
SCALE 1/8" = 1'-0"2 MAIN LEVEL FLOOR AREA PLAN - PROPOSED
SCALE 1/8" = 1'-0"3 UPPER LEVEL FLOOR PLAN - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
16
DECK
734 SQ. FT.
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
P R O P E R T Y L I N E
1
0
'
-
0
"
S
E
T
B
A
C
K
15' -0" SETBACK
1 5 ' -0 " S E T B A C K15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
5'
-
6
"
9'
-
2
1
3
/
3
2
"
ENTRY PORCH
(EXEMPT)
108 SQ. FT.
PATIO ON GRADE
874 SQ. FT.
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
P R O P E R T Y L I N E
1
0
'
-
0
"
S
E
T
B
A
C
K
15' -0" SETBACK
1 5 ' -0 " S E T B A C K15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
5'
-
6
"
9'
-
2
1
3
/
3
2
"
PATIO
819 SQ. FT.
ENTRY PORCH
(EXEMPT)
142 SQ. FT.
DECK
160 SQ. FT.
PATIO
461.9 SQ. FT.
G1032
PLAN NOTES
BUILDING ELEVATION 100'-0" =
USGS ELEVATION 7881.0'
1.
REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR ALL
GRADING, PAVING, AND PLANTING.
2.
FOOTPRINT
DECK
FOOTPRINT AREA PLAN LEGEND
PATIO
PORCH
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
3
:
2
6
:
4
4
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G102
FOOTPRINT COMPARISON
21932.00
SCALE 1/8" = 1'-0"1 MAIN LEVEL FOOTPRINT PLAN - EXISTING
SCALE 1/8" = 1'-0"2 MAIN LEVEL FOOTPRINT PLAN - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
17
T.O.S. @ LOWER LEVEL
87'-9"
44'-8 9/16"
432.0 SF
67.3 SF
10
'
-
2
1
/
8
"
1'
-
6
7
/
8
"
13'-7 1/16"3'-0"10"27'-0 1/4"3 1/4"
2'
-
0
"
8'
-
2
1
/
8
"
1'
-
6
7
/
8
"
11
'
-
9
"
11
'
-
9
"
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
104.0 SF
11
'
-
9
"
9'-3"
4.7 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
T.O.S. @ LOWER LEVEL
87'-9"
11
'
-
9
"
306.7 SF
27'-6"
16.5 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
227.6 SF
10
'
-
3
7
/
8
"
22'-0 9/16"
BELOW GRADE
ABOVE GRADE
(EXPOSED)
AREA ELEVATIONS LEGEND
12
'
-
6
1
/
2
"
3'-0"
31.6 SF
2'
-
0
"
6.0 SF
10
'
-
6
1
/
2
"
T.O.S. @ BUNK/STUDY
86'-7"
12
'
-
1
1
"
8 1/2"
9.2 SF
T.O.S. @ BUNK/STUDY
86'-7"
25'-9"
10
'
-
3
7
/
8
"
265.8 SF
11
'
-
9
"
8'-0 1/2"
90.3 SF
4.2 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
12
'
-
1
1
"
2'-3 1/2"
29.0 SF
0.6 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
12
'
-
1
1
"
9'-5"
119.3 SF
2.4 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
36'-11 1/8"
10
'
-
3
7
/
8
"
381.2 SF
10
'
-
3
7
/
8
"
11'-6 1/2"
119.1 SF
T.O.S. @ BUNK/STUDY
86'-7"
17.2 SF
10
'
-
3
7
/
8
"
1'-8"
T.O.S. @ BUNK/STUDY
86'-7"
10
'
-
3
7
/
8
"
11'-6 1/2"
119.1 SF
10
'
-
3
7
/
8
"
9'-11 15/16"
103.2 SF
T.O.S. @ BUNK/STUDY
86'-7"
10
'
-
3
7
/
8
"
34.8 SF
3'-4 1/2"
11
'
-
9
"
1'-8"
18.8 SF
0.8 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
T.O.S. @ LOWER LEVEL
87'-9"
11
'
-
9
"
6'-1"
68.4 SF
3 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
11
'
-
9
"
1.9 SF
0.1 SF
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
3
:
2
6
:
4
4
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G103
AREA ELEVATIONS -LOWER
LEVEL
21932.00
SCALE 1/4" = 1'-0"1 ELEVATION 1 - SOUTH
SCALE 1/4" = 1'-0"2.1 2.1 - WEST
SCALE 1/4" = 1'-0"5 ELEVATION 5 - SOUTH
SCALE 1/4" = 1'-0"12 ELEVATION 12 - WEST
SCALE 1/4" = 1'-0"9 9 - SOUTH
SCALE 1/4" = 1'-0"10 10 - WEST
SCALE 1/4" = 1'-0"11 ELEVATION 11 - SOUTH
SCALE 1/4" = 1'-0"6 6 - WEST
SCALE 1/4" = 1'-0"7 7 - SOUTH
SCALE 1/4" = 1'-0"8 8 - EAST
SCALE 1/4" = 1'-0"17 ELEVATION 17 - NORTH
SCALE 1/4" = 1'-0"13 ELEVATION 13 - NORTH
SCALE 1/4" = 1'-0"14 14 - WEST
SCALE 1/4" = 1'-0"15 ELEVATION 15 - SOUTH
SCALE 1/4" = 1'-0"16 ELEV. 16 - WEST
SCALE 1/4" = 1'-0"18 18 - WEST
SCALE 1/4" = 1'-0"3 3 - SOUTH
SCALE 1/4" = 1'-0"4 4 - EAST
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
SCALE 1/4" = 1'-0"2 2 - WEST
18
8"3'-10"
613.0 SF
34.6 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
762"
12
2
"
209.4 SF
22'-1 3/4"
10
'
-
2
1
/
8
"
16.0 SF
LINE OF
NATURAL
GRADE (MOST
RESTRICTIVE)
89.6 SF
8'-9 7/8"
10
'
-
2
1
/
8
"
0.2 SF
T.O.S. @ LOWER LEVEL
87'-9"
2'-0"
10
'
-
2
1
/
8
"
20.4 SF
T.O.S. @ LOWER LEVEL
87'-9"
9'-4 3/16"
10
'
-
2
1
/
8
"
95.2 SF
T.O.S. @ LOWER LEVEL
87'-9"
194.5 SF
10
'
-
2
1
/
8
"
19'-1 5/16"
BELOW GRADE
ABOVE GRADE
(EXPOSED)
AREA ELEVATIONS LEGEND
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
5
6
:
0
1
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G104
AREA ELEVATIONS -LOWER
LEVEL
21932.00
SCALE 1/4" = 1'-0"19 19 - NORTH
SCALE 1/4" = 1'-0"20 ELEVATION 20 - EAST
SCALE 1/4" = 1'-0"21 21 - SOUTH
SCALE 1/4" = 1'-0"22 22 - EAST
SCALE 1/4" = 1'-0"23 23 - NORTH
SCALE 1/4" = 1'-0"24 ELEVATION 24 - EAST
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
19
LOWER LEVEL FLOOR AREA CALCULATIONS
ELEVATION AREAS (SF)
ELEVATION ABOVE BELOW
1 67.3 432.0
2.1 104.0
3 18.8
4 68.4
5 306.7
6 90.3
7 29.0
8 119.3
9 6.0
10 -9.2
11 -265.8
12 -227.6
13 -119.1
14 -17.2
15 -119.1
16
17
18
-103.2
381.2
-34.8
TOTALS 182 3,675.7
TOTAL INCLUDED LOWER
LEVEL AREA = 200.3 SF
19
20 209.4
613.0
21
22
23
24
20.4
89.6
194.5
-95.2
-
31.6
-
34.6
4.7
0.8
3.0
16.5
4.2
0.6
2.4
16.0
0.2
ABOVE GRADE = 182 SF
BELOW GRADE = 3,675.7 SF
ABOVE GRADE (182 SF) + BELOW GRADE (3,675.7 SF) = 3,857.7 SF
ABOVE GRADE (182 SF) / TOTAL WALL AREA (3,857.7 SF) = 4.7%
4.9% X INCLUDED LOWER LEVEL AREA (4,261.0 SF) = 200.3 SF
2 1.90.1
LIVEABLE
AREA WELL
DECK
GARAGE
AREA PLAN LEGEND
PATIO
PORCH
BELOW GRADE
ABOVE GRADE
(EXPOSED)
AREA ELEVATIONS LEGEND
FLOOR AREA CALCULATIONS
LOWER LEVEL
200.3 SF
MAIN LEVEL
LOWER LEVEL TOTAL
3,103 SFMAIN LEVEL AREA
555 SFGARAGE AREA
= 3,912 SFMAIN LEVEL TOTAL
UPPER LEVEL
729 SFUPPER LEVEL AREA
686.1 SFDECK AREA
FAR SUMMARY
200.3 SFLOWER LEVEL TOTAL
3,912 SFMAIN LEVEL TOTAL
1,321.1 SFUPPER LEVEL TOTAL
= 5,433.4 SFBUILDING TOTAL
-375 SF-GARAGE EXEMPTION
= 4,483.4 SFTOTAL AREA
= 1,321.1 SFUPPER LEVEL TOTAL
ALLOWABLE FAR -PER 26.710.040(d)(11)
11,898.77 SFNET LOT AREA
173.93 SF(11,898.77 SF -9,000 SF) / 100 *6
= 3,833.93 SFALLOWBALE FAR
3,660 SFLOT @ 9,000 SF
160 SFDECK AREA
-575 SF-DECK EXEMPTION
ZONING INFORMATION
ZONE DISTRICT R-6
PARCEL #2735-124-88-001
LOCATION TOMLINSON LOT LINE ADJ LOT: 16
PROPOSED DEVELOPMENT REMODEL
12,118 SF GROSS / 11,899 SF NETLOT AREA
% OF DEMO 39.2%
ALLOWABLE FAR 3,834 SF
TDR -
PROPOSED FAR 4,483.4 SF
BUILDING HEIGHT 24' -11
ON-SITE PARKING 2 SPACES
% OF SITE COVERAGE 32%
DECK EXEMPT. (15% OF FAR)575 SQ FT
GARAGE EXEMPTION 375 SQ FT
SETBACKS
FRONT (STREET FACING)10' -0"
REAR 10' -0"
SIDE NORTH 15' -0"
SIDE SOUTH 15' -0"
SIDE COMBINED 40' -4"
DIST. BETWEEN BUILDINGS NA
CORNER LOT NO
EXISTING FAR 4,483.4 SF
NET LOT AREA
GROSS LOT AREA 12,118 SF
0.001% -7489.69 SF (@ 100% = 7489.69 SF)
20.000% -30.000%382.15 SF (@ 50% = 191.08 SF)
30.000% -1000.000%28.16 SF (@ 0% = 0 SF)
SIDE COMBINED 40' -4"
DIST. BETWEEN BUILDINGS NA
CORNER LOT NO
COVERED LOT AREA 4,218.00 SF (@ 100% = 4,218.00 SF)
NET LOT AREA 11,898.77
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
1
:
3
0
:
3
6
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G105
FLOOR AREA
CALCULATIONS
21932.00
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
20
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
1
:
3
0
:
3
7
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G106
HALLAM LAKE BLUFF
21932.00
SCALE 1/8" = 1'-0"1 TOP OF BANK PLANE LINE 3D MODEL VIEW 1
SCALE 1/8" = 1'-0"2 TOP OF BANK PLANE LINE 3D MODEL VIEW 2
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
21
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ FOYER
112'-4 1/4"
2 3 6 8 9457
T.O. LANDING @ STAIR #2
96'-9 1/4"
BUNKROOM
FAMILY ROOMFOYER
SAUNA
LIVING ROOM
TO
CLOSET
TO
STORAGE
TO
STORAGE
TO
PWDR
12
:
1
2
16"
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
GRADE BEYOND
T.O. STRUCT. @ MAIN LEVEL
100'-0"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O.S. @ BUNK/STUDY
86'-7"T.O.S. @ BUNK/STUDY
86'-7"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O.F.F. @ THEATER
85'-4 1/4"
2 3 6 8 9457
T.O. L.L. FOOT. REF. STRL
82'-7"
T.O. LANDING @ STAIR #2
96'-9 1/4"
3
A.607
109
A
102
A
005
B
TV
TV
WI-1
W-1
WI-1WI-1
W-1
R-3
R-2
W-1
F-4F-4F-5
W-1
W-15
F-4 F-4
F-1
F-4 F-4
WI-9
WI-9
WI-9
WI-9
WI-9
WI-1 WI-1
CI-1 CI-1
CI-1
CI-1
CI-1
CI-1
CI-1
CI-1
CI-1
C-1
R-12
B
10
B
08
B
35
105
A
A.504
1
A.503
7
A.504
1
A.504
4
A.504
4
A.504
6
A.501
4
A.501
6
A.501
7
A.501
9
SIM.
12
:
1
2
4"
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
GRADE BEYOND
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
1
:
3
0
:
3
9
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G109
BLUFF SLOPE COMPARISON
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - FOYER/FAMILY - EXISTING CONDITIONS
SCALE 1/4" = 1'-0"2 BUILDING SECTION - BUNK/MEDIA/SALON - PROPOSED
13 2023.02.08 230 LAKE AVE
REVISION
22
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF MSTR
113'-11"T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
23689457
STORAGE BUNK BATH BUNKROOM STORAGE
FAMILY ROOM FOYER
TO
ENTRY CLOSET
TO
VESTIBULE
TO
SAUNA
TO
BUNK-
ROOM
12
:
1
2
12
:
1
2
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
T.O. STRUCT. @ MAIN LEVEL
100'-0"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O.S. @ BUNK/STUDY
86'-7"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O.F.F. @ THEATER
85'-4 1/4"
23689457
T.O. L.L. FOOT. REF. STRL
82'-7"
A.403
3
T.O. LANDING @ STAIR #2
96'-9 1/4"
12
:
1
2
C
11
C
10
C
09
B
34
005
B
007
A
102
A
013
A
006
A
002
A
103
B
103
C
B
33
B
32
R-3
W-1
R-2
W-1
W-1
F-4F-4
W-5
WI-6
WI-1
F-1
F-1
F-4
F-4F-4
R-10
WI-9
WI-9
WI-9
C-1C-1
R-12
CI-1
CI-1
R-2
R-11
CI-1
CI-1
CI-1
037
A
W-15
A.501
9
A.501
4
SIM.
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-
FIVE (45) DEGREE ANGLE FROM GROUND LEVEL AT THE
TOP OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
7
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G110
BLUFF SLOPE COMPARISON
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - FAMILY/FOYER - EXISTING CONDITIONS
SCALE 1/4" = 1'-0"2 BUILDING SECTION - LIVING/MEDIA/THEATER - PROPOSED
13 2023.02.08 230 LAKE AVE
REVISION
23
PLAN NOTES
BUILDING ELEVATION 100'-0" =
USGS ELEVATION 7881.0'
1.
REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR ALL
GRADING, PAVING, AND PLANTING.
2.
G.1069
G.106
10
G.106 11
COVERED SITE
4,163 SQ. FT.
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
P R O P E R T Y L I N E
1
0
'
-
0
"
S
E
T
B
A
C
K
15' -0" SETBACK
1 5 ' -0 " S E T B A C K15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
UNCOVERED SITE
7,955 SQ. FT.
G103
5
G103
1G1032.1
G103
9
10
G1036
G103
7
G103 8
G103
3
G103 4
COVERED SITE
3,793 SQ. FT.
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
P R O P E R T Y L I N E
1
0
'
-
0
"
S
E
T
B
A
C
K
15' -0" SETBACK
1 5 ' -0 " S E T B A C K15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
UNCOVERED SITE
8,325 SQ. FT.
G1032
UNCOVERED
COVERED
SITE COVERAGE LEGEND
SITE COVERAGE CALCULATIONS
(EXCL. FINISH WALLS PER 26.575.020(g))
UNCOVERED SITE
(INCL. FINISH)
COVERED SITE
(EXCL. FINISH)
TOTAL
EXISTING
UNCOVERED SITE
(INCL. FINSH)
COVERED SITE
(EXCL. FINISH)
TOTAL
PROPOSED
AREAS (SF)
7,955 SF
4,163 SF
12,118 SF
8,325 SF
3,793 SF
12,118 SF
PERCENT COVERAGE
65.65%
34.35%
100.00%
68.70%
31.30%
100.00%
UNCOVERED SITE
COVERED SITE
DIFFERENCE (PROPOSED - EXISTING)
+ 370 SF
- 370 SF
+ 3.05%
- 3.05%
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
6
:
4
5
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G100
SITE COVERAGE
21932.00
SCALE 1/8" = 1'-0"1 SITE COVERAGE PLAN - EXISTING
SCALE 1/8" = 1'-0"2 SITE COVERAGE PLAN - PROPOSED
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
24
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
6
:
5
9
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G107
RENDERED ELEVATIONS
21932.00
SCALE 6" = 1'-0"1 FRONT/ENTRY/230 LAKE AVE SOUTHWEST ELEVATION
SCALE 6" = 1'-0"4 REAR/HALLAM LAKE NORTHEAST ELEVATION
SCALE 6" = 1'-0"2 SIDE SOUTHEAST ELEVATION
SCALE 6" = 1'-0"3 SIDE NORTHWEST ELEVATION
12 2023.01.09 P&Z APPLICATION
25
S
Master Bedroom
Living Room
Kitchen
Family Room
Hers
His
Office
Foyer
BedroomLaundry
Closet
Garage
Bedroom
int ridge
18' - 6"
int plate
7' - 0"
floor to ceiling
8' - 0"
int flr to clg
11' - 6"
interior plate
12' - 6"
int ridge
20' - 9"
interior floor to ceiling
9' - 0"
exterior floor to ceiling
11' - 0"
floor to ceiling
8' - 0"
Up
Dn
Up
Up
A-B
A
D
F
G G
C C
B
E E
D-F
NOTE: AS-BUILT MEASUREMENTS AND
THESE PLANS ARE BY TRUE DIMENSIONS.
A-B
A
D
F
G G
C C
B
E E
D-F
A A-B B-C E-F GC-D
OVERALL WALL AREA:1,276.45 SF
BURIED WALL AREA:895.65 SF
BASEMENT AND LOWER LEVEL FAR CALC.
BASEMENT + LOWER LEVEL FLOORPLATE 1,801.34 SF
OVERALL WALL AREA 1,276.45 SF
BURIED WALL AREA 895.65 SF
BURIED WALL AREA (895.65 SF) / OVERALL WALL AREA (1,276.45 SF) = 0.702 * 100 = 70.2% BURIED WALL AREA
100% OVERALL -70.2% BURIED WALL AREA = 29.8% EXPOSED WALL AREA
FLOORPLATE (1,801.34 SF) * 29.8% WALL AREA = 536.79 SF
D-E F-G
A A-B B-C E-F GC-D D-E F-G
FLOOR AREA -GROSS
FLOORS (SPLIT LEVEL)
LOWER LEVEL
MAIN LEVEL (INCLUDING SPLIT LEVEL)
AREA (SF)
1,801.34 SF
3,574.29 SF
TOTAL -HOUSE
GARAGE
5,375.63 SF
589.03 SF
FLOOR AREA RATIO CALCULATION
FLOORS (SPLIT LEVEL)
LOWER LEVEL (REF. 3/G.101)
MAIN LEVEL (INCLUDING SPLIT LEVEL)
GARAGE
DECK
AREA (SF)
536.79 SF
3,574.29 SF
589.03 SF
733.39 SF
TOTAL -HOUSE
GARAGE EXEMPTION
DECK EXEMPTION
5,433.50 SF
-375.00 SF
-575.10 SF
TOTAL EXISTING FLOOR AREA (FAR)4,483.40 SF
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
7
:
1
1
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G.101
EXISTING CONDITIONS FAR
21932.00
SCALE 1/8" = 1'-0"
MAIN LEVEL EXISTING CONDITIONS FAR PLAN
SCALE 1/8" = 1'-0"
LOWER LEVEL EXISTING CONDITIONS FAR PLAN
SCALE 1/8" = 1'-0"
EXISTING CONDITIONS SUB-GRADE ELEVATIONS
12
3
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
26
10
10
D
D
1
1
A
A
2
2
3
3
6
6
8
8
9
9
B
B
C
C
E
E
F
F
4
4
5
5
7
7
P R O P E R T Y L I N E
P R O P E R T Y L I N E
P R O P E R T Y L I N E
P
R
O
P
E
R
T
Y LI
N
E
P
R
O
P
E
R
T
Y LI
N
E
1 5 ' -0 " S E T B A C K
1 5' -0" S ET
B A C K
1 5 ' -0 " S E T B A C K
1
0' -
0" S
E
T
B
A
C
K
2 5 ' -4 " S E T B A C K
1 5 ' -0 " S E T B A C K
2 5 ' -4 " S E T B A C K
1 5 ' -0 " S E T B A C K
1
0' -
0
"
S
E
T
B
A
C
K
4 '-9 "
3
'-
1
1
7
/
8
"
6
'-
5
7
/
8
"
A.605
1
EXISTING WROUGHT
IRON PICKET FENCE
(OFF SITE/PROPERTY)
1
0
1
/
2
"
3
'-
1
3
/
8
"
1 0 1 /2 "
3 '-0 "
PRIVACY SCREEN/FENCE
PRIVACY
SCREEN/FENCE
7 8 7 9 '
7879'
7 8 8 0 '
7
8
8
0
'
7877'
7
8
7
7'
7
8
7
8
'
230 LAKE AVENUE
T.O.F.F.: 100'-3 1/4"
EL: 7881.00'
T
.
O
.
B
A
N
K
TREE DRIPLINE
TREE DRIPLINE
T.
O
.
B
A
N
K
L
A
K
E A
V
E
N
U
E
C
O
N
C
R
E
T
E F
L
O
W
LI
N
E
C
O
N
C
R
E
T
E
C
U
R
B
MAIL
BOX
BOULDER
FROM TRUNK
6'-0" DIST.
PROPOSED
TRANSFORMER
1
0
'-
1
1
9
/
1
6
"
1
'-
3
1
/
2
"
3
'-
0
"
1
'-
3
1
/
2
"
1 '-3 1 /2 "
3 '-0 "
3 '-0 "
3
'-
0
"
TREE
DRIPLINE
TREE DRIPLINE
TREE DRIPLINE
TREE DRIPLINE
TREE DRIPLINE
TREE DRIPLINE
TREE DRIPLINE
TREE DRIPLINE
6
'-
8
1
/
4
"
7
8
7
9'
7
8
8
0'
7
8
7
8'
7876'
7
8
7
7
'
7 8 8 0'
7876'
7
8
7
5
'
GUARDRAIL
AROUND
LIGHTWELL.
GRASS ON TWO SIDES OF
LIGHTWELL. WALKING
SURFACE OF PATIO
ATTACHED TO HOUSE IS
1' - 11" ABOVE .
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
3
0
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.002
ARCHITECTURAL SITE PLAN
-PROPOSED
21932.00
SCALE 1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
NORTH
27
B
D
H
J K
L
R
PO
S
T U
Q
ZAA
X
V
WY
C E
M F
G
I
N
BB
DEMOLITION CALCULATIONS - RATIO METHOD
ROOF LABEL
INDIVIDUAL ROOF AREA
IN PLAN (SQ FT)ROOF SLOPE
A
1036.77 00:00B
391.65C
D 20.15
E 398.28
F 16.79
H 339.24
I 108.32
J 10.03
K
38.97L
M
N
O
P
104.98Q
470.98R
38.19
T 12.78
U 12.77
ROOF SURFACE TOTAL (SQ FT)4840.02
ROOF SURFACE AREA TO BE REMOVED (SQ FT)-
DEMOLITION TOTALS
ROOF + WALL AREA FOR DEMO CALCS (SQ FT)
SURFACE AREA TO BE REMOVED (SQ FT)
TOTAL -
ROOF DEMOLITION
5623.21 + 5088.52
2266.12 + 1935.44
00:00
12:12
12:12
12.12
12:12
12:12
12:12
00.00
00:00
12:12
-
-
-
-
-
ADJUSTMENT
FACTOR
1.000
1.000
1.414
1.414
1.414
1.414
1.414
1.414
1.000
1.000
1.414
-
-
-
-
-
ACTUAL AREA OF ROOF USED
FOR DEMO CALC (SQ FT)
1036.77
391.65
28.49
563.17
23.74
479.69
153.16
14.18
38.97
117.37
470.98
38.19
18.07
18.06
5623.21
-
-
-
AREA OF ROOF TO BE
REMOVED (SQ FT)
-
391.65
-
-
153.16
-
18.07
18.07
-
2266.12
-
39.22%
G 5.99 12:12 1.414 8.47
10,711.73
4201.56
S
V
10.03 12:12 1.414 14.18
2.54 00:00 1.000 2.54 2.54
06:12 1.118
00:00 1.000
12:12 1.414
116.87 12:12 1.414 165.25AA
169.67 239.91 239.91
BB
12:12 1.414
41.27 00:00 1.000 41.27 41.27
135.08 135.08 135.0800:00 1.000
746.03 00:00 1.000 746.03
12.99 12.9900:00 1.000 12.99
33.74 12:12 1.414 47.71 47.71
234.65 12:12 1.414 331.80 331.80W
X 211.35 12:12 1.414 298.85
61.52 12:12 1.414 86.99 86.99Y
Z 99.66 12:12 1.414 140.92 140.92
28.49
23.74
8.47
-
-
-
117.37
470.98
38.19
-
-
NOTES: ACTUAL AREA OF ROOF TO BE REMOVED IS CALCULATED BY MULTIPLYING THE PLAN AREA BY AN ADJUSTMENT FACTOR, IN LIEU OF DEPICTING EACH ROOF SEGMENT AS
A FLAT PLANE. THE ADJUSTMENT FACTOR IS DETERMINED BY A RATIO OF THE ROOF SLOPE.
- NOT IN USE
E
J K
L
I
P
R
Q
AA Z
O
V
W
UT
S
10.03 SF10.03 SF
38.97 SF
108.32 SF
470.98 SF
104.98
SF
12.99 SF
38.19 SF
12.77 SF12.78 SF
116.87 SF 99.66 SF
61.52 SF 746.03 SF
169.67 SF
234.65 SF
C
1036.77 SF
391.65 SF
398.28 SF
D: 20.15 SF
G:
5.99
SF
M: 2.54 SF
F: 16.79 SF
H
339.24 SF
N
135.08 SF
YX
211.35 SF
BB: 33.74 SF
B
ROOF DEMO LEGEND
EXISTING ROOF TO REMAIN
ROOF TO BE REMOVED
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
3
3
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.003
ROOF DEMOLITION
CALCULATIONS
21932.00
SCALE 1/8" = 1'-0"1 ROOF DEMOLITION AREAS PLAN
SCALE 1/8" = 1'-0"2 ROOF DEMOLITION AREAS
0'4'8'16'32'0'4'8'16'32'
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
28
UP
H
A
E
G
H
I
J
K L
N
P
Q
R
S T
15
'
-
1
0
3
/
4
"
DD
EE
FF
JJ
M
V
W
II
H
H
GG
175.32 SQ FT
157.47 SQ FT
40.00 SQ FT
66.00 SQ FT
B
35.08 SQ FT
C
35.08 SQ FT
D
103.38 SQ FT
223.57 SQ FT
74.21 SQ FT
36.31 SQ FT
43.11 SQ FT
10.00
SQ FT
136.49 SQ FT
85.36 SQ FT
148.41 SQ FT
61.09 SQ FT
32.45 SQ FT
32.00 SQ FT
6.53 SQ FT
16.00 SQ FT
1152.84 SQ FT
A
855.06 SQ FT
88.89 SQ FT
48.57 SQ FT
109.34 SQ FT
257.75 SQ FT
E
173.78 SQ FT
F
480.62 SQ FT
G
46.83 SQ FT 199.19
SQ FT
355.84 SQ FT
H
451.95 SQ FT
I
310.07 SQ FT
J
214.59 SQ FT
K
51.21 SQ FT
L 277.45 SQ FT
M
130.86 SQ FT
N
79.43 SQ FT
O
101.25 SQ FT
P
36.98 SQ FT
193.27 SQ FT
Q
21.67
SQ FT
63.97 SQ FT
R
34.90 SQ FT
S
223.75 SQ FT
T
20.00 SQ FT
290.96 SQ FT
U
44.01
SQ FT
88.70 SQ FT
V
86.01 SQ FT
W
133.74 SQ FT
X
36.15 SQ FT
Y
50.39 SQ FT
Z
5.47 SQ FT
AA
6.80 SQ FT
BB
36.62 SQ FT
CC
4.55 SQ FT
DD
107.15 SQ FT
EE
45.14 SQ FT
7.95 SQ FT
FF
8.29 SQ FT
GG
22.18 SQ FT
HH
15.50 SQ FT
II
582.58 SQ FT
JJ
90.10 SQ FT
298.21 SQ FT64.27 SQ FT
101.77
SQ FT
21.67
SQ FT
42.30
SQ FT
9.03 SQ FT
25.87 SQ FT
62.01
SQ FT
EXPOSED WALL LEGEND
EXISTING WALL TO REMAIN
WALL AREA TO BE REMOVED
AREA REDUCED FOR FENESTRATION
DEMOLITION CALCULATIONS
WALL LABEL
INDIVIDUAL WALL AREA
(SQ FT)
AREA REDUCED FOR
FENESTRATION (SQ FT)
A 1152.84 74.21
B 35.0
C 35.08 -
D 103.38 -
E 257.75
F 173.78
G 480.62
H 355.84
I 451.95
J 310.07 32.45
K 214.59
L 51.21
M 277.45
N 130.86
O 79.43
P 101.25
Q 193.27
R 63.97
S 34.90
T 223.75
U 290.96
V 88.70
W 86.01
X 133.74
Y 36.15 -
Z 50.39
WALL SURFACE AREA TOTAL (SQ FT)6210.11 -
AREA REDUCED FOR FENESTRATION (SQ FT)-1121.59
AREA OF WALL TO BE
REMOVED (SQ FT)
-
-
199.19
79.43
64.27
101.77
42.30
25.87
20.00
136.49
88.70
86.01
133.74
DEMOLITION TOTALS
ROOF + WALL AREA FOR DEMO CALCS (SQ FT)
SURFACE AREA TO BE REMOVED (SQ FT)
TOTAL
AREA USED FOR DEMO CALCULATION (SQ FT)5088.52-
WALL SURFACE AREA TO BE REMOVED (SQ FT)-
-
-
-
WALL DEMOLITION
-
-
-
AA
BB
CC
DD
EE
5.47
36.62
4.55
107.15
-
157.47
175.32
223.57
36.31
40.00
66.00
-
-
36.15
-
-
-
-4.55
62.01
1935.44
-
-
10.00
FF 7.95
5623.21 + 5088.52
2266.12 + 1935.44
39.22%
10,711.73
4201.56
6.80 -6.80
-
GG 8.29 8.29
-
148.41
85.36
61.09
32.00
6.53
16.00
-
-
HH 22.18 -22.18
II 15.50 -15.50
JJ 582.58 90.10
88.89
46.83
-
43.11
36.98
21.67
21.67
9.03
44.01
5.47
-
45.14
7.95
298.21
-
-
-
1078.63
35.08
35.08
103.38
109.34
84.89
433.79
270.48
390.86
277.62
182.59
44.68
261.45
87.75
79.43
64.27
171.60
42.30
25.87
213.75
246.95
88.70
86.01
133.74
36.15
50.39
5.47
36.62
4.55
62.01
7.95
6.80
8.29
22.18
15.5
284.37
NET WALL AREA THAT
COUNTS FOR DEMO(SQ FT)
-
-
-
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
3
7
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.004
WALL DEMOLITION
CALCULATIONS
21932.00
SCALE 1/8" = 1'-0"1 BASEMENT LEVEL WALL DEMO
SCALE 1/8" = 1'-0"2 LOWER LEVEL WALL DEMO
0'4'8'16'32'
0'4'8'16'32'
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
29
UP
UP
E
H
I
J
K
L
M
N
P
Q
R S
T
U
DD
EE
FF
JJ
G
V
W
A
II
H
H
GG
UPPER LEVEL
T.O.S.: 104'-8"
A
D
BC
EE
E
H
J
K L
M
N
P
Q
R S
T
U
AA
BB
175.32 SQ FT
157.47 SQ FT
40.00 SQ FT
66.00 SQ FT
B
35.08 SQ FT
C
35.08 SQ FT
D
103.38 SQ FT
223.57 SQ FT
74.21 SQ FT
36.31 SQ FT
43.11 SQ FT
10.00
SQ FT
136.49 SQ FT
85.36 SQ FT
148.41 SQ FT
61.09 SQ FT
32.45 SQ FT
32.00 SQ FT
6.53 SQ FT
16.00 SQ FT
1152.84 SQ FT
A
855.06 SQ FT
88.89 SQ FT
48.57 SQ FT
109.34 SQ FT
257.75 SQ FT
E
173.78 SQ FT
F
480.62 SQ FT
G
46.83 SQ FT 199.19
SQ FT
355.84 SQ FT
H
451.95 SQ FT
I
310.07 SQ FT
J
214.59 SQ FT
K
51.21 SQ FT
L 277.45 SQ FT
M
130.86 SQ FT
N
79.43 SQ FT
O
101.25 SQ FT
P
36.98 SQ FT
193.27 SQ FT
Q
21.67
SQ FT
63.97 SQ FT
R
34.90 SQ FT
S
223.75 SQ FT
T
20.00 SQ FT
290.96 SQ FT
U
44.01
SQ FT
88.70 SQ FT
V
86.01 SQ FT
W
133.74 SQ FT
X
36.15 SQ FT
Y
50.39 SQ FT
Z
5.47 SQ FT
AA
6.80 SQ FT
BB
36.62 SQ FT
CC
4.55 SQ FT
DD
107.15 SQ FT
EE
45.14 SQ FT
7.95 SQ FT
FF
8.29 SQ FT
GG
22.18 SQ FT
HH
15.50 SQ FT
II
582.58 SQ FT
JJ
90.10 SQ FT
298.21 SQ FT64.27 SQ FT
101.77
SQ FT
21.67
SQ FT
42.30
SQ FT
9.03 SQ FT
25.87 SQ FT
62.01
SQ FT
DEMOLITION CALCULATIONS
WALL LABEL
INDIVIDUAL WALL AREA
(SQ FT)
AREA REDUCED FOR
FENESTRATION (SQ FT)
A 1152.84 74.21
B 35.0
C 35.08 -
D 103.38 -
E 257.75
F 173.78
G 480.62
H 355.84
I 451.95
J 310.07 32.45
K 214.59
L 51.21
M 277.45
N 130.86
O 79.43
P 101.25
Q 193.27
R 63.97
S 34.90
T 223.75
U 290.96
V 88.70
W 86.01
X 133.74
Y 36.15 -
Z 50.39
WALL SURFACE AREA TOTAL (SQ FT)6210.11 -
AREA REDUCED FOR FENESTRATION (SQ FT)-1121.59
AREA OF WALL TO BE
REMOVED (SQ FT)
-
-
199.19
79.43
64.27
101.77
42.30
25.87
20.00
136.49
88.70
86.01
133.74
DEMOLITION TOTALS
ROOF + WALL AREA FOR DEMO CALCS (SQ FT)
SURFACE AREA TO BE REMOVED (SQ FT)
TOTAL
AREA USED FOR DEMO CALCULATION (SQ FT)5088.52-
WALL SURFACE AREA TO BE REMOVED (SQ FT)-
-
-
-
WALL DEMOLITION
-
-
-
AA
BB
CC
DD
EE
5.47
36.62
4.55
107.15
-
157.47
175.32
223.57
36.31
40.00
66.00
-
-
36.15
-
-
-
-4.55
62.01
1935.44
-
-
10.00
FF 7.95
5623.21 + 5088.52
2266.12 + 1935.44
39.22%
10,711.73
4201.56
6.80 -6.80
-
GG 8.29 8.29
-
148.41
85.36
61.09
32.00
6.53
16.00
-
-
HH 22.18 -22.18
II 15.50 -15.50
JJ 582.58 90.10
88.89
46.83
-
43.11
36.98
21.67
21.67
9.03
44.01
5.47
-
45.14
7.95
298.21
-
-
-
1078.63
35.08
35.08
103.38
109.34
84.89
433.79
270.48
390.86
277.62
182.59
44.68
261.45
87.75
79.43
64.27
171.60
42.30
25.87
213.75
246.95
88.70
86.01
133.74
36.15
50.39
5.47
36.62
4.55
62.01
7.95
6.80
8.29
22.18
15.5
284.37
NET WALL AREA THAT
COUNTS FOR DEMO(SQ FT)
-
-
-
EXPOSED WALL LEGEND
EXISTING WALL TO REMAIN
WALL AREA TO BE REMOVED
AREA REDUCED FOR FENESTRATION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
4
1
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.005
WALL DEMOLITION
CALCULATIONS
21932.00
SCALE 1/8" = 1'-0"1 MAIN LEVEL WALL DEMO
SCALE 1/8" = 1'-0"2 UPPER LEVEL WALL PLAN
0'4'8'16'32'
0'4'8'16'32'
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
30
UP
10
10
D D
1
1
A A
A.2031
A.201
1
A.202
1
A.204 1
1
A.301
1
A.301
1
A.302
1
A.302
STORAGE
SAUNA
MECHANICAL
BUNKROOM
STORAGE
BUNK BATH
BASEMENT
T.O.S.: 91'-5"
1
A.303
1
A.303
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
4
4
5
5
7
7
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
3 1/2"7'-4 1/4"3'-9 5/8"10'-11 3/4"4'-3 1/8"8'-2"
9'
-
3
3
/
8
"
9'
-
1
1
1
/
4
"
16
'
-
8
3
/
8
"
1'
-
2
"
15
'
-
3
3
/
8
"
3'
-
0
1
/
2
"
6'-6 3/4"5'-10 3/8"
12'-3 1/8"
9'
-
6
1
/
4
"
6'
-
0
3
/
4
"
7'
-
2
1
/
2
"
12'-2"
003
E
001
E
002
E
007
E
006
E
005
E
004
E
E
001
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
4 7/8"7 1/8"
4"
4 7/8"
8 1/2"
9'
-
6
1
/
4
"
3 1/2"5 1/2"
5
1
/
2
"
5
1
/
2
"
3 1/2"3 1/2"
3 1/2"
3 1/2"
3
1
/
2
"
3
1
/
2
"
3
1
/
2
"
3'-3"
3 1/2"
3'-8"3'-3"
10'-5 1/2"
5 1/2"
5 1/2"
8"
4"
3'-5 1/2"
3 1/2"
3'-9 5/8"4"8"
3
1
/
2
"
4 7/8"
6"
13
'
-
0
1
/
4
"
6"
8"
4"
8"
8"
4 7/8"
7 1/8"
9
7
/
8
"
4'
-
1
1
5
/
8
"
2'
-
1
1
/
2
"
7'
-
1
1
/
4
"
3
1
/
2
"
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
2'-1"20'-3 1/4"3 1/2"
1
G109
1
G109
1
G110
1
G110
THE FOLLOWING ITEMS WILL BE REMOVED
FROM THIS LEVEL,
• ALL INTERIOR FINISHES
• ALL DRYWALL
• ALL PLUMBING FITTINGS & FIXTURES
• ALL PLUMBING PIPING
• ALL LIGHT FIXTURES & SWITCHES
• ALL ELECTRICAL WIRING & PANELS
• ALL MECHANICAL SYSTEMS, DUCTWORK, &
THERMOSTATS
• ALL FINISH FLOORING
• ALL INSULATION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
4
4
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.101
BASEMENT LEVEL FLOOR
PLAN -EXISTING
CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 BASEMENT LEVEL FLOOR PLAN - EXISTING CONDTIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
31
DNUP
10
10
D D
1
1
A A
A.2031
A.201
1
A.202
1
A.204 1
1
A.301
1
A.301
1
A.302
1
A.302
BEDROOM
BATHROOM
CLST
CLST
LAUNDRY
BATHROOM
BEDROOM
LOWER LEVEL
T.O.S.: 96'-8"
1
A.303
1
A.303
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
4
4
5
5
7
7
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
105
E
104
E
108
E
109
E
110
E
103
E
101
E
107
E
111
E102
E
E
101
E
102
7'-5 1/4"7'-6 3/4"
5'-0 1/4"2'-3"
15'-8 3/4"
5'-2 1/2"2'-3 1/4"
7'-9 1/4"15'-8 5/8"
11
'
-
7
3
/
4
"
11
'
-
8
"
5'
-
7
1
/
4
"
9'
-
9
1
/
2
"
4'
-
9
1
/
8
"
8'
-
1
1
3
/
8
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
4'
-
7
1
/
2
"
3'
-
2
1
/
2
"
11'-9 3/4"
4'
-
7
1
/
2
"
3'
-
2
"
3'
-
3
1
/
4
"
3'
-
3
"
19'-6 1/4"
3 1/2"
3 1/2"
3
1
/
2
"
3
1
/
2
"
3
1
/
2
"
3
1
/
2
"
3
1
/
2
"
3
1
/
2
"
3 1/2"
3 1/2"
7 1/4"
3 1/2"
3 1/2"
5 1/2"
5 1/2"
5
1
/
2
"
8'
-
1
"
3
1
/
2
"
5'
-
1
0
1
/
2
"
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
1
G109
1
G109
1
G110
1
G110
THE FOLLOWING ITEMS WILL BE REMOVED
FROM THIS LEVEL,
• ALL INTERIOR FINISHES
• ALL DRYWALL
• ALL PLUMBING FITTINGS & FIXTURES
• ALL PLUMBING PIPING
• ALL LIGHT FIXTURES & SWITCHES
• ALL ELECTRICAL WIRING & PANELS
• ALL MECHANICAL SYSTEMS, DUCTWORK, &
THERMOSTATS
• ALL FINISH FLOORING
• ALL INSULATION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
4
7
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.102
LOWER LEVEL FLOOR PLAN
-EXISTING CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 LOWER LEVEL FLOOR PLAN - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
32
UP
DN
10
10
D D
1
1
A A
A.2031
A.201
1
A.202
1
A.204 1
1
A.301
1
A.301
1
A.302
1
A.302
GARAGE
LAUNDRY
CLOSET
BEDROOM
BATHROOM
CLST
PWDR
FOYER
FAMILY ROOM
KITCHEN
OFFICE
CLST
MASTER BEDROOM
MASTER BATH
HIS
HERS
WC
BATH
BEDROOM
CLST
T.O.F.F.: TBD
EL: 7881.00'
LIVING ROOM
1
A.303
1
A.303
T.O.F.F.: 98' - 8 1/2"
EL: 7879.70'
MAIN LEVEL
T.O.S.: 100' - 0"
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
4
4
5
5
7
7
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
E
226
E
227
E
225
E
224
E
223
E
222
E
221
E
220
E
228
E
229
E
202E
203
E
219
E
218
E
217
E
216
E
215
E
213
E
212
E
211
E
210
E
209
E
208
E
207
E
206
225
E
224
E
226
E
227
E
228
E
223
E
222
E
210
E
211
E
212
E
207
E
206
E
202
E
213
E
214
E
216
E
215
E
217
E
218
E
219
E
208
E
230
E
229
E
220
E
203
E
204
E
232
E
231
E
221
E
201
E
209
E
7'
-
1
"
5'
-
0
1
/
8
"
3'-4 1/4"4'-2 1/2"5'-10 1/4"
7'
-
8
1
/
8
"
4'
-
8
"
2'-10 1/4"3'-5 1/4"3'-11 1/4"
4'
-
2
1
/
8
"
5'
-
2
1
/
8
"
3'-11 1/4"3'-5 1/4"
2'
-
0
5
/
8
"
2'-2"
2'
-
2
5
/
8
"
3'
-
2
1
/
8
"
2'-7 1/2"9"
3/
4
"
2'-8 1/8"2'-8"
2'
-
0
"
4'
-
3
1
/
8
"
4'
-
7
"
5'
-
5
5
/
8
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
E
214
205
E
E
204
E
205
9'-4"7 3/8"
2'
-
1
0
3
/
4
"
DECK
PERIMETER OF ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF ROOF OVERHEAD
PERIMETER
OF ROOF
OVERHEAD
PERIMETER OF
ROOF OVERHEADPERIMETER OF ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
E
230
9'
-
8
3
/
8
"
1
G109
1
G109
1
G110
1
G110
THE FOLLOWING ITEMS WILL BE REMOVED
FROM THIS LEVEL,
• ALL INTERIOR FINISHES
• ALL DRYWALL
• ALL PLUMBING FITTINGS & FIXTURES
• ALL PLUMBING PIPING
• ALL LIGHT FIXTURES & SWITCHES
• ALL ELECTRICAL WIRING & PANELS
• ALL MECHANICAL SYSTEMS, DUCTWORK, &
THERMOSTATS
• ALL FINISH FLOORING
• ALL INSULATION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
5
1
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.103
MAIN LEVEL FLOOR PLAN -
EXISTING CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
33
DN
10
10
D D
1
1
A A
A.2031
A.201
1
A.202
1
A.204 1
1
A.301
1
A.301
1
A.302
1
A.302
LIVING ROOM
1
A.303
1
A.303
T.O.F.F.: TBD
EL: 7885.64'
UPPER LEVEL
T.O.S.: 104' - 8"
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
4
4
5
5
7
7
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
224
E
226
E
227
E
228
E
223
E
222
E
210
E
211
E
212
E
207
E
206
E
202
E
213
E
214
E
216
E
215
E
217
E
218
E
219
E
208
E
230
E
229
E
220
E
203
E
204
E
221
E
201
E
209
E
E
226
E
227
E
225
E
224
E
223
E
222
E
221
E
220
E
228
E
229
E
202E
203
E
219
E
218
E
217
E
216
E
215
E
214
E
213
E
212
E
211
E
210
E
209
E
208
E
207
E
206
E
302
E
301
BELOW
BELOW
31'-7 1/2"
23
'
-
7
1
/
4
"
5'
-
5
5
/
8
"
12
'
-
3
3
/
1
6
"
4'
-
7
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
3'
-
7
3
/
8
"
5'
-
8
7
/
8
"
14
'
-
3
"
DECK
PERIMETER OF ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD PERIMETER OF ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEAD
PERIMETER OF
ROOF OVERHEADPERIMETER OF ROOF OVERHEAD
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
1
G109
1
G109
1
G110
1
G110
THE FOLLOWING ITEMS WILL BE REMOVED
FROM THIS LEVEL,
• ALL INTERIOR FINISHES
• ALL DRYWALL
• ALL PLUMBING FITTINGS & FIXTURES
• ALL PLUMBING PIPING
• ALL LIGHT FIXTURES & SWITCHES
• ALL ELECTRICAL WIRING & PANELS
• ALL MECHANICAL SYSTEMS, DUCTWORK, &
THERMOSTATS
• ALL FINISH FLOORING
• ALL INSULATION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
5
4
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.104
UPPER LEVEL FLOOR PLAN -
EXISTING CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 UPPER LEVEL FLOOR PLAN - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
34
10
10
D D
1
1
A A
A.2031
A.201
1
A.202
1
A.204 1
1
A.301
1
A.301
1
A.302
1
A.302
12:12 12:12
12
:
1
2
12
:
1
2
12
:
1
2
12:12
1
A.303
1
A.303
12
:
1
2
12
:
1
2
6:12
12
:
1
2
12:12
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
84'-8 3/4"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
4
4
5
5
7
7
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
2'
-
1
"
7'
-
1
3
/
4
"
13'-3 3/16"
1'-4 9/16"3'-2 3/4"
1'-8 3/4"1'-3"
1'
-
1
1
"
2'
-
1
"
4'
-
8
1
5
/
1
6
"
3
1
/
4
"
3'
-
8
3
/
4
"
1'
-
4
9
/
1
6
"
2'
-
0
5
/
8
"
2'
-
1
1
/
4
"
1'-3"13'-11 1/2"1'-3"
3
1
/
4
"
2'
-
7
1
/
2
"
1'
-
1
1
/
4
"
2'
-
0
5
/
8
"
2'
-
1
1
/
4
"
3'
-
7
1
/
2
"
1/
2
"
9'-5"1'-0"
4'-2 1/2"
8'
-
0
1
/
1
6
"
2'
-
3
"
11
'
-
4
9
/
1
6
"
1'
-
1
1
/
4
"
7'-11 1/2"1'-8 1/2"7'-3"3'-1"9 3/4"1'-4 1/4"
1'
-
1
1
/
4
"
1'
-
1
1
1
/
4
"
1'-4 1/4"
1'-0"
1'-4 1/4"
12
'
-
3
3
/
1
6
"
"FLAT" ROOF "FLAT" ROOF
"FLAT" ROOF
CHIMNEY
CAP
CHIMNEY
CAPCRICKETCRICKETRI
D
G
E
RIDGE
EAVEEAVE
RA
K
E
RA
K
E
EAVE
EAVE
EA
V
E
EAVE
EAVE
RA
K
E
RA
K
E
EAVE
EAVE
EAVE
RA
K
E
EAVE
RA
K
E
EA
V
E
EA
V
E
EA
V
ECRICKETCRICKETRI
D
G
E
SKY-
LIGHTS
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
1
G109
1
G109
1
G110
1
G110
THE FOLLOWING ITEMS WILL BE REMOVED
FROM THIS LEVEL,
• ALL INTERIOR FINISHES
• ALL DRYWALL
• ALL PLUMBING FITTINGS & FIXTURES
• ALL PLUMBING PIPING
• ALL LIGHT FIXTURES & SWITCHES
• ALL ELECTRICAL WIRING & PANELS
• ALL MECHANICAL SYSTEMS, DUCTWORK, &
THERMOSTATS
• ALL FINISH FLOORING
• ALL INSULATION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
4
:
5
7
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.105
ROOF PLAN -EXISTING
CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 ROOF PLAN - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
35
UP
10
10
D D
1
1
A
A.2131
A.211
1
A.212
1
REMOVE
TUB
REMOVE
TOILET
REMOVE
VANITY
REMOVE TILE
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE MEP
EQUIPMENT
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
CASEWORK/STORAGE
SHELVING IN THIS AREA
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE
EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-
STRUCTURAL
FRAMING AS
INDICATED
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
FLOOR PLAN DEMOLITION LEGEND
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
CASEWORK/FIXTURE/ETC. FOR DEMOLITION
WALL EXISTING TO REMAIN
FLOOR/ROOF FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
0
0
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.111
BASEMENT LEVEL FLOOR
PLAN -DEMOLITION PLAN
21932.00
SCALE 1/4" = 1'-0"1 BASEMENT LEVEL FLOOR PLAN - DEMOLITION PLAN
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
36
10
10
D D
1
1
A
A.2131
A.211
1
A.212
1
REMOVE
TUB
REMOVE
TOILET
REMOVE
VANITY
REMOVE TILE
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE MEP
EQUIPMENT
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
CASEWORK/STORAGE
SHELVING IN THIS AREA
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE
EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-
STRUCTURAL
FRAMING AS
INDICATED
REMOVE
VANITY
REMOVE
TOILET
REMOVE
TUB
REMOVE TILE
IN THIS AREA
REMOVE EXISTING
DOORS & TRIMS
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIMREMOVE EXISTING
DOORS & TRIMS
REMOVE TILE
IN THIS AREA
REMOVE
TOILET
REMOVE
VANITY
REMOVE
TUB
REMOVE
CABINETS & SINK
REMOVE
DRYER
REMOVE
WASHER
REMOVE EXISTING
DOOR & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE EXISTING
DOOR & TRIM
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
FLOOR PLAN DEMOLITION LEGEND
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
CASEWORK/FIXTURE/ETC. FOR DEMOLITION
WALL EXISTING TO REMAIN
FLOOR/ROOF FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
0
2
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.112
LOWER LEVEL FLOOR PLAN
-DEMOLITION PLAN
21932.00
SCALE 1/4" = 1'-0"1 LOWER LEVEL FLOOR PLAN - DEMOLITION PLAN
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
37
UP
DN
UP
10
10
D D
1
1
A
A.2131
A.211
1
A.212
1
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE EXISTING
DOORS & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE
VANITIES
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE
VANITIES
REMOVE
TOILET
REMOVE
TUB
REMOVE EXISTING
DOORS & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE TILE
IN THIS AREA
REMOVE
TUB
REMOVE EXISTING
DOORS & TRIM
REMOVE
TOILET
REMOVE
BIDET
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE
FIREPLACE REMOVE EXISTING
DOOR & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
FIREPLACE
REMOVE
CABINETS & SINK
REMOVE
RANGE
REMOVE
ISLAND
REMOVE
CABINETS & SINK
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
WINDOW UNITS & TRIM
REMOVE EXISTING
WINDOW UNITS & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE
TOILET
REMOVE
VANITY
REMOVE EXISTING
DOOR & TRIM
REMOVE
TOILET
REMOVE
VANITY
REMOVE
SHOWER
REMOVE
TUB
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE TILE
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
FIREPLACE
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE EXISTING
WINDOW UNIT & TRIM
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
FLOOR PLAN DEMOLITION LEGEND
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
CASEWORK/FIXTURE/ETC. FOR DEMOLITION
WALL EXISTING TO REMAIN
FLOOR/ROOF FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
5
4
:
0
3
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.113
MAIN LEVEL FLOOR PLAN -
DEMOLTION PLAN
21932.00
SCALE 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN - DEMOLITION PLAN
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
38
DN
10
10
D D
1
1
A
A.2131
A.211
1
A.212
1
UPPER LEVEL
T.O.S.: 104'-8"
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE EXISTING
DOORS & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
WINDOW UNIT & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE TILE
IN THIS AREA
REMOVE EXISTING
DOORS & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE
FIREPLACE REMOVE EXISTING
DOOR & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
FIREPLACE
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOORS & TRIMS
REMOVE EXISTING
DOORS & TRIMS
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE TILE
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE
FIREPLACE
REMOVE EXISTING
DOOR & TRIM
REMOVE EXISTING
DOOR & TRIM
REMOVE WOOD FLOOR
IN THIS AREA
REMOVE
NON-STRUCTURAL
FRAMING AS INDICATED
REMOVE EXISTING
WINDOW UNIT & TRIM
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
FLOOR PLAN DEMOLITION LEGEND
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
CASEWORK/FIXTURE/ETC. FOR DEMOLITION
WALL EXISTING TO REMAIN
FLOOR/ROOF FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
0
8
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.114
UPPER LEVEL FLOOR PLAN -
DEMOLITION PLAN
21932.00
SCALE 1/4" = 1'-0"1 UPPER LEVEL FLOOR PLAN - DEMOLITION PLAN
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
39
10
10
D D
1
1
A
A.2131
A.211
1
A.212
1
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
FLOOR PLAN DEMOLITION LEGEND
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
CASEWORK/FIXTURE/ETC. FOR DEMOLITION
WALL EXISTING TO REMAIN
FLOOR/ROOF FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
1
0
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.115
ROOF PLAN -DEMOLITION
PLAN
21932.00
SCALE 1/4" = 1'-0"1 ROOF PLAN - DEMOLITION PLAN
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
40
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF MSTR
113'-11"T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
23689457
STORAGE BUNK BATH BUNKROOM STORAGE
FAMILY ROOM FOYER
TO
ENTRY CLOSET
TO
VESTIBULE
TO
SAUNA
TO
BUNK-
ROOM
12
:
1
2
12
:
1
2
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
T.O. STRUCT. @ MAIN LEVEL
100'-0"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O.S. @ BUNK/STUDY
86'-7"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O.F.F. @ THEATER
85'-4 1/4"
23689457
T.O. L.L. FOOT. REF. STRL
82'-7"
A.403
3
T.O. LANDING @ STAIR #2
96'-9 1/4"
12
:
1
2
C
11
C
10
C
09
B
34
005
B
007
A
102
A
013
A
006
A
002
A
103
B
103
C
B
33
B
32
R-3
W-1
R-2
W-1
W-1
F-4F-4
W-5
WI-6
WI-1
F-1
F-1
F-4
F-4F-4
R-10
WI-9
WI-9
WI-9
C-1C-1
R-12
CI-1
CI-1
R-2
R-11
CI-1
CI-1
CI-1
037
A
W-15
A.501
9
A.501
4
SIM.
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-
FIVE (45) DEGREE ANGLE FROM GROUND LEVEL AT THE
TOP OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
7
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
G110
BLUFF SLOPE COMPARISON
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - FAMILY/FOYER - EXISTING CONDITIONS
SCALE 1/4" = 1'-0"2 BUILDING SECTION - LIVING/MEDIA/THEATER - PROPOSED
13 2023.02.08 230 LAKE AVE
REVISION
41
DN
UP
21
20
19
18
17
16
7654321
15
14
13
12
11
10
9
8
UP
10
10
D D
1
1
A A
A.2231
A.221
1
A.222
1
A.224 1
1
A.322
1
A.322
T.O. CONC.
EL: 87' - 9"
STUDYSTUDYSTUDYSTUDY
005
BUNK BEDROOMBUNK BEDROOMBUNK BEDROOMBUNK BEDROOM
027
BUNK BATH #1BUNK BATH #1BUNK BATH #1BUNK BATH #1
031
WCWCWCWC
035
BUNK BATH #2BUNK BATH #2BUNK BATH #2BUNK BATH #2
034
WINDOW WELLWINDOW WELLWINDOW WELLWINDOW WELL
MECHANICALMECHANICALMECHANICALMECHANICAL
008
LOCKERS/LOCKERS/LOCKERS/LOCKERS/
STORAGESTORAGESTORAGESTORAGE
007
GAME LOUNGEGAME LOUNGEGAME LOUNGEGAME LOUNGE
004
STAIR #2STAIR #2STAIR #2STAIR #2
002
STAIR #1STAIR #1STAIR #1STAIR #1
001
MEDIA ROOMMEDIA ROOMMEDIA ROOMMEDIA ROOM
003
FITNESSFITNESSFITNESSFITNESS
006
BATHROOM #5BATHROOM #5BATHROOM #5BATHROOM #5
014
BEDROOM #5BEDROOM #5BEDROOM #5BEDROOM #5
013
BATHROOM #6BATHROOM #6BATHROOM #6BATHROOM #6
011
BEDROOM #6BEDROOM #6BEDROOM #6BEDROOM #6
010
TV
POWDERPOWDERPOWDERPOWDER
023
1
1
A.323
1
A.323
1
A.321
1
A.321
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
11'-3"
8'
-
3
"
17'-0 1/4"
6'-3"
5'-9 1/2"
12
'
-
5
3
/
4
"
6'
-
3
1
/
2
"
12
'
-
3
"
5'
-
0
"
12
'
-
3
"
5'
-
4
"
10
"
1'-4"6'-10"
3"
3"
027
A
030
A
011
A
010
A
012
A
023
A
A
03
23456
WCWCWCWC
032
BUNK BATHBUNK BATHBUNK BATHBUNK BATH
FOYERFOYERFOYERFOYER
030
WALKWALKWALKWALK----IN CLOSETIN CLOSETIN CLOSETIN CLOSET
029
BATHTUB
LOUNGELOUNGELOUNGELOUNGE
028
18'-6"6'-3"5'-0 1/2"6'-11 5/8"9'-4 7/8"
3'-2"
005
A
005
B
024
A
029
A
034
A
031
A
035
A
032
A
033
A
BEDROOM FOYERBEDROOM FOYERBEDROOM FOYERBEDROOM FOYER
009
2'-6"19'-6"7'-9 1/2"17'-3"
WCWCWCWC
024
WET BARWET BARWET BARWET BAR
3'-8 1/2"
3'-8 1/2"
6'
-
2
"
3'
-
0
"
3'
-
0
"
4'
-
0
"
3'
-
6
1
/
1
6
"
A.602
1
A.601
1
38" R.O.
38" R.O.5"4"36" R.O.
4"36" R.O.
10
"
W-5
W-5
W-5 W-5W-5
W-5
W-5
W-5W-5W-5
W-5W-5
W-5
W-7
W-7
W-7
W-5W-5W-10
W-10
W-5
W-5
W-5
W-5 W-5
W-5 W-5
WI-1
WI-1
WI-6
WI-6
WI-6
WI-6
WI-6
WI-1
WI-1
W-5
WI-1
WI-1
WI-4
WI-4 WI-1
WI-1
WI-1
WI-1
WI-1
WI-1 WI-1
WI-1
WI-1
WI-4
WI-1 WI-4
30" R.O.
WI-1 7
3
/
8
"
40
"
R
.
O
.
7
3
/
8
"
39" R.O.1'-10 1/2"1'-10 1/8"
79 3/8"32"
46" R.O.3'-8 1/2"
46" R.O.3'-8 1/2"
34
"
R
.
O
.
4
3
/
8
"
40" R.O.
40
"
R
.
O
.
10
"
40" R.O.36" R.O.36" R.O.1'-0 3/4"
40
"
R
.
O
.
5 1/2"
5 1/2"
5 1/2"5 1/2"5 1/2"
7'-2 3/4"5 1/2"
5 1/2"5 1/2"
3
1
/
2
"
1/
2
"
5
1
/
2
"
5
1
/
2
"
1/
2
"
5 1/2"
5 1/2"
5
1
/
2
"
5
1
/
2
"
5
1
/
2
"
5
1
/
2
"
5
1
/
2
"
1/
2
"
3 1/2"
1/2"
4"
28
"
R
.
O
.
F.D.
T.O. SHEATH.
EL: 87' - 9"
T.O. SHEATH.
EL: 86' - 7"
SHOWERSHOWERSHOWERSHOWER
A.501
10
A.501
10
A.501
2
5'
-
0
"
12
'
-
5
1
/
2
"
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
1
0
'
-
0
"
S
E
T
B
A
C
K
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
PERIMETER OF
FRAMING ABOVE
PERIMETER OF
EXTERIOR WALL
FRAMING OVERHEAD
009
A
013
A
006
A
007
A
8"
8"
8"
8"
2'
-
0
"
4'
-
0
"
8"
1/
2
"
5
1
/
2
"
14
'
-
4
1
3
/
1
6
"
5
1
/
2
"
5'
-
4
"
6"
8"
5 1/2"
A.502
1
A.502
2
A.502
2
A.502
4
A.502
5
A.502
5
A.502
5
1
A.401
WI-11'
-
6
"
WI-1
WI-1
W-5
1
A.404
22'-0 5/8"
131211109 14
WI-1 WI-1
WI-1
WI-1W-5
W-5
8'-2 1/4"8'-2 1/4"5 1/2"
8"
8"
3
1
/
2
"
9'
-
3
1
5
/
1
6
"
3
1
/
2
"
8"
1'
-
8
"
8"3 1/2"
WI-1 WI-1
W-5
WI-1WI-1
CLOSETCLOSETCLOSETCLOSET
036
6'-1 1/2"
STORAGESTORAGESTORAGESTORAGE
038
STORAGESTORAGESTORAGESTORAGE
037
2'-2"6"
2'-8"5"1'-4 3/4"
9 1/4"
6'-0"
WI-1
1'
-
1
0
3
/
8
"
40" R.O.4"
12'-8 1/4"
4'-6 3/8"13'-1 1/2"5 1/2"28'-5 1/2"5 1/2"6'-7 3/4"3 1/2"
5 1/2"5 1/2"
7'-7 5/8"29'-0 1/2"
1/2"
W-5
2'-2 1/2"5 1/2"5 1/2"
5 1/2"
3'-8 3/4"3 1/2"
3'-2 1/2"
5 1/2"
23
'
-
4
1
/
8
"
5
1
/
2
"
5
1
/
2
"
2'
-
1
0
1
/
2
"
5
1
/
2
"
2'
-
8
3
/
4
"
5
1
/
2
"
9'-4 7/8"
WI-1WI-1
16'-10"
5 1/2"5 1/2"
7'
-
3
"
038
A
037
A
008
A
036
A
2'-8"1'-4 3/4"
9 1/4"
76" R.O.11 1/8"
11 1/8"
5 1/2"11 1/8"76" R.O.11 1/8"
40
"
R
.
O
.
2'
-
9
1
/
2
"
7 13/16"
76" R.O.
10"
34" R.O.
9 SF MIN., 36" HORZ. PROJECTION MIN.,
PER IRC R310.2.3
2
A.604
3'-0"
A.502
5
A.502
5
PERIMETER OF PROPOSED
DECK OVERHEAD
5'
-
4
3
/
8
"
PERIMETER OF
CEILING STEP-
DOWN OVERHEAD
FR
O
M
S
E
T
B
A
C
K
5'
-
7
5
/
1
6
"
A.606
1
A.608
1
A.609
1
5
1
/
2
"
1/
2
"
8"
A.501
2
WI-1
A
01
TV
015
A
4"
28
"
R
.
O
.
A.502
2
A.501
2
A.501
2
WI-1 WI-4
014
A
A.502
5
1
0
'
-
0
"
S
E
T
B
A
C
K
3
A.608
4
A.608
4
A.609
3
A.609
3'
-
4
1
3
/
1
6
"
9
1
5
/
1
6
"
36"
36
"
36"
36
"
WINDOWWINDOWWINDOWWINDOW
WELLWELLWELLWELL
WINDOW WELLWINDOW WELLWINDOW WELLWINDOW WELL
A
02
W-5
W-5
W-10
CLOSETCLOSETCLOSETCLOSET
039
WET
HANG-
ING
LINEN
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
018
TV
15' -0" SETBACK
25' -4" SETBACK
2
G109
2
G109
2
G110
2
G110
Consultant
ARCHITECTUREARCHITECTUREARCHITECTUREARCHITECTURE PPPPLLLLAAAANNNNNNNNIIIINNNNGGGG++++
(((( TTTT )))) 9999 7777 0000 //// 9999 2222 5555 4444 7777 5555 5555 (((( FFFF )))) 9999 7777 0000 //// 9999 2222 0000 2222 9999 5555 0000
6666 0000 5555 EEEE AAAA SSSS TTTT MMMM AAAA IIII NNNN SSSS TTTT RRRR EEEE EEEE TTTT AAAA SSSS PPPP EEEE NNNN,,,, CCCC OOOO LLLL OOOO RRRR AAAA DDDD OOOO 8888 1111 6666 1111 1111
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
4
/
2
0
2
3
1
0
:
2
3
:
3
9
A
M
230 LAKE AVENUE230 LAKE AVENUE230 LAKE AVENUE230 LAKE AVENUE
REMODELREMODELREMODELREMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.121A.121A.121A.121
LLLLOOOOWWWWEEEERRRR LLLLEEEEVVVVEEEELLLL FFFFLLLLOOOOOOOORRRR PPPPLLLLAAAANNNN
----PROPOSEDPROPOSEDPROPOSEDPROPOSED
21932.00
SCALE 1/4" = 1'-0"1 LOWER LEVEL FLOOR PLAN - PROPOSED
2021.05.05 SPECIAL REVIEW
6 2022.08.29 BLDG DPT REVIEW
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
42
DN
DN
DN
DN
DN
UP
10
10
D
1
1
A
A.221
1
A.222
1
A.224 1
1
A.322
1
A.322
GARAGE
110
STORAGE
111
ENTRY
101
11' - 2" x 14' - 0"
DINING
106
POWDER
112
STAIR #3
122
KITCHEN
107
POWDER
108
HALL
109
G. BATH #2
119
GUEST BEDROOM
#2
118
STAIR #1
001
3' 4" WIDE
HALL
113
STAIR #2
002
3' - 6" WIDE
G. BATH #1
115
SHOWER
WC
117
WALK-IN
CLOSET
102
CABINET
D. OVEN
STORAGE
100' - 3 1/2" A.F.F.
7881.00' A.F.F.
MAIN LEVEL
100' - 0" T.O.S.
1
A.323
1
A.323
1
A.321
1
A.321
GUEST BEDROOM
#1
114
2
2
3
3
6
6
8
8
9
9
B
C
E
F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
4'
-
1
"
3'
-
0
1
3
/
1
6
"
15
'
-
6
"
14'-2 1/4"5'-6 1/2"12'-11 3/4"7'-6 1/8"19'-5 1/2"
14'-2 1/4"16'-10 3/4"
3'
-
5
9
/
1
6
"
3'
-
0
1
3
/
1
6
"
21
'
-
1
1
7
/
8
"
1'
-
3
3
/
8
"
6'-8 1/2"6'-9 1/2"
9'
-
1
1
/
8
"
14
'
-
1
1
1
/
2
"
5'-0"
5"
3
1
/
2
"
3'
-
1
1
3
/
4
"
4
7
/
1
6
"
108
A
114
A
118
A
109
A
119
A
115
A
114
B
101
A
118
B
110
C
103
A
105
A
B
22
B
09
B
20
B
34
B
01
B
02
B
05
B
06
B
03
B
07
B
04
B
24
B
19
ABOVE
BELOW
ABOVE
BELOW
ABOVE
B
31
B
29
ABOVE
ABOVE
48" REF/FRZ48" REF/FRZ
DW
DW
TV
STORAGE STORAGE
SHELF
117
A
121
A
WC
121
107
C
107
B
TV
TV
TV
107
A
2'
-
3
7
/
8
"
3"
6"
3"
4"
1'-8"
8'
-
2
1
/
8
"
6'-6"
3'-2"
115
B
6'-6 3/4"
SALON/WET BAR
104
18' - 4" x 11' - 9"
LIVING
105
111
A
111
B
A.602
2
A.601
2
A.603
1
EQ
EQ
W-1
W-1
W-1 W-1W-11
WI-8
WI-8
W-1
W-1
WI-1
WI-1
W-1
WI-1
WI-1 WI-1
W-1
W-1 W-8 W-1
W-1
W-1
W-1
W-1
W-1W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-3W-4
WI-1
WI-1
WI-1
WI-1
WI-1
WI-1
WI-1
WI-1
WI-1
WI-1
WI-1 WI-1
WI-1
WI-1
WI-1
WI-1WI-1
WI-1
WI-4
WI-1
WI-4
WI-1
WI-4
WI-4
5'-6 1/2"
39" R.O.5 1/4"1 5/8"42" R.O.
14'-5 3/8"
12
3
"
R
.
O
.
22
4
"
R
.
O
.
42" R.O.
3'-8 3/4"
42" R.O.
1 7/16"
87 9/16" R.O.
3 1/4"
60" R.O.
3 1/4"
60" R.O.24" R.O.2'-0 3/4"E.T.R.
60" R.O.
9
1
/
4
"
R.
O
.
32
1
1
/
1
6
"
46 3/16" R.O.
41
7
/
8
"
R
.
O
.
50
"
R
.
O
.
41
7
/
8
"
R
.
O
.
4'-2 1/8"12'-1 1/2"
30
3
/
4
"
R
.
O
.
38" R.O.3'-4 5/16"
23
'
-
6
3
/
4
"
5
1
/
2
"
5 13/16"3 1/2"3 1/2"9 1/4"
6
3
/
8
"
2'
-
1
"
32" R.O.2"
11
'
-
9
7
/
8
"
5
1
3
/
1
6
"
4'
-
1
1
/
2
"
3"32" R.O.
3"
4"40" R.O.40
"
R
.
O
.
6"30" R.O.
32
"
R
.
O
.
2
1
5
/
1
6
"
34" R.O.
4"32" R.O.
3'
-
9
1
5
/
1
6
"
36
"
R
.
O
.
34" R.O.
32" R.O.
SHOWER
30" R.O.
46
"
R
.
O
.
2'
-
4
1
/
8
"
46
"
R
.
O
.
36" R.O.
4'
-
2
1
/
4
"
8'
-
8
7
/
8
"
1'-1 1/4"
10
'
-
2
"
35
'
-
7
3
/
1
6
"
B
23
B
25
B
27
B
26
B
28
B
30
B
32
B
33
B
35
2'-3 7/16"24" R.O.
5'-3 1/8"5'-3"22 5/8" R.O.
2'-4 3/8"
T.O. CONC.
EL: 100' - 0"
T.O. CONC. @ MAIN LEVEL
EL: 100' - 0"
5 1/2"5 1/2"
T.O. CONC.
EL: 100' - 0"
PROPERTY LINE
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
A
B
K
C
C
G
F
H
I
J
E
M
P
P
110
B
110
A B
12
24" R.O.
5 1/2"5 1/2"
1'-5"
3"3"5 13/16"
14'-7"
3
1
/
2
"
1'
-
5
3
/
8
"
12
4
1
/
4
"
R
.
O
.
12
4
1
/
4
"
R
.
O
.
5
1
/
2
"
5
1
/
2
"
3'
-
1
1
"
20
"
R
.
O
.
4'
-
4
"
20
"
R
.
O
.
4'
-
4
1
/
2
"
5 1/2"5 1/2"
6 5/8"7 1/4"
58" R.O.
15' -0" SETBACK
PERIMETER OF ROOF
OVERHANG ABOVE 102
A
103
C
103
B
40" R.O.4 3/4"
112
A
113
A
115
C
119
B
FAMILY ROOM
103
WI-8
PERIMETER OF ROOF
OVERHANG ABOVE
PERIMETER OF ROOF
OVERHANG ABOVE
A.502
3
A.502
2
A.502
7
A.502
6
WI-4
A.502
7
A.502
6
STONE ENTRY PATHWAY
STONE ENTRY PATHWAY
3
A.401
3
A.402
1
A.404
2
A.404
3
A.404
WI-1
W-1
63" R.O.
CLST
126
B
08
B
10
B
13
B
14
B
11
72
"
R
.
O
.
120" R.O.58" R.O.
33
"
R
.
O
.
10
0
"
R
.
O
.
109
C
109
B
126
A
6 13/16"6 13/16"
6
1
/
2
"
9'
-
9
"
3'
-
1
1
3
/
1
6
"
7'
-
2
1
3
/
1
6
"
11
'
-
4
3
/
4
"
11'-1 1/4"
4'-7 1/4"8'-6 3/4"4'-1 1/4"6"
EQ
EQ
10
0
"
R
.
O
.
3'
-
4
"
R
.
O
.
3'
-
1
0
"
R
.
O
.
6
1
1
/
1
6
"
10
'
-
1
1
/
4
"
34" R.O.
1'-11 1/4"
3 1/2"
4'-9 15/16"
EQ
EQ
2'
-
3
1
5
/
1
6
"
2'
-
1
1
3
/
8
"
5
1
/
2
"
1'-10 3/4"4'-8 1/2"
4'-2 5/8"9 1/4"11'-1 1/4"
16'-1 1/8"
5 1/2"
B
15
B
16
5
1
/
2
"
002
A
B
17
106
B
106
A
9 SF MIN., 36" HORZ. PROJECTION MIN.,
PER IRC R310.2.3
3'
-
0
5
/
8
"
3'-0"
9 SF MIN., 36" HORZ. PROJECTION
MIN., PER IRC R310.2.3
3'
-
6
1
/
2
"
A.604
1
2
A.604
A.606
2
4
A.606
A.607
2 3
A.607
4
A.607
3
A.608
4
A.608
4
A.609
3
A.609 2
7
/
1
6
"
1'
-
0
1
3
/
1
6
"
3'
-
7
5
/
1
6
"
7'
-
1
1
9
/
1
6
"
2'
-
3
5
/
8
"
1'
-
1
1
/
1
6
"
36"
36
"
36
"
36
"
36"
2
G109
2
G109
2
G110
2
G110
RESIDENTIAL DESIGN STANDARDS
26.410.030. SINGLE-FAMILY STANDARDS
ARTICULATION OF BUILDING MASS:
A
OFF-SET WITH ONE-STORY GROUND LEVEL CONNECTOR:
THE EXISTING STRUCTURE IS PARTIALLY REVISED,
REDUCING A PORTION OF ITS MASS, TO MAKE A
SUBORDINATE CONNECTOR FOR THE PRINCIPAL
BUILDING. THE CONNECTOR IS SETBACK AT LEAST FIVE
FEET (5') FROM THE FLANKING SIDEWALLS.
B
STRONG ORIENTATION:THE FRONT FACADE OF THE
BUILDING IS ORIENTED TO FACE THE STREET. THIS
BUILDING ORIENTATION IS EXISTING TO REMAIN.
C
D
E
EXISTING TO REMAIN (REMODEL):LESS THAN SIXTY
PERCENT (60%) OF THE FRONT FACADE OF THE
PRINCIPAL BUILDING IS WITHIN FIVE FEET (5') OF THE
MINIMUM FRONT YARD SET BACK LINE. THE FRONT
FACADE MASS, CLOSE TO AND PARALLEL THE STREET, IS
EXISTING TO REMAIN. THE SUBJECT FACADES WILL
REMAIN IN THE EXISTING FOOTPRINT.
PROJECTING ONE-STORY ELEMENT: THE FRONT FACADE
OF THE PRINCIPAL BUILDING HAS AN EXISTING TO
REMAIN ONE-STORY STREET FACING ELEMENT
PROJECTING IN EXCESS OF SIX FEET (6') FROM THE
FRONT FACADE. THE STREET FACING ELEMENT ALSO
EXCEEDS THE TWENTY PERCENT (20%) OF THE
BUILDING'S OVERALL WIDTH.
LOGGIA: THE ENTRANCE TO THE PRINCIPAL BUILDING IS
SET IN AN OPEN LOGGIA. THE LOGGIA IS FLANKED BY A
ONE-STORY ELEMENT ENCASING THE STAIR THE LOWER
LEVEL. THE WIDTH OF THE LOGGIA MEETS THE TWENTY
PERCENT (20%) MINUMUM WIDTH AND EXCEEDS THE
FIFTY (50) SQUARE FEET MINIMUM AREA.
F
EXISTING TO REMAIN (REMODEL): ALLEY/PRIVATE
STREET ACCESS IS NOT AVAILABLE. VEHICULAR ACCESS
IS EXISTING TO REMAIN, FORWARD OF THE FRONT
FACADE.
G
EXISTING TO REMAIN (REMODEL): THE GARAGE
LOCATION IS EXISTING TO REMAIN.
H
EXISTING TO REMAIN (REMODEL):THE GARAGE MASS IS
EXISTING TO REMAIN.
I
TWO (2) SEPARATE DOORS:THE TWO (2) GARAGE DOOR
LAYOUT IS EXISTING TO REMAIN.
J
OPEN FRONT PORCH:THE FRONT FACADE OF THE
PRINCIPAL BUILDING FEATURES A FRONT PORCH
PRIMARY ENTRANCE, OPEN ON TWO (2) SIDES, AND
EXCEEDS THE FIFTY (50) SQUARE FEET MINIMUM.
K
EIGHT FEET (8') DOORS:ALL DOORS FACING THE STREET
ARE NOT TALLER THAN EIGHT FEET (8').
L
ONE-STORY HEIGHT:THE PROPOSED ENTRY CANOPY
DOES NOT EXCEED THE ONE-STORY HEIGHT LIMIT.
M
PRINCIPAL WINDOW GROUP: THE PRINCIPAL WINDOW
CONSIST OF A GROUPING OF WINDOWS, INCLUDING A
GLASS FRONT DOOR, THAT COMBINED EXCEED ELEVEN
FEET (11') IN WIDTH AND NINE FEET (9') IN HEIGHT.
N
ONE-STORY MAX. WINDOW SPAN: NO STREET-FACING
WINDOW VERTICALLY SPANNING MORE THAT ONE-STORY
IS PROPOSED
O
ONE (1) NON-ORTHOGONAL WINDOW PER FACADE: THE
PROPOSED BUILDING DOES NOT HAVE MORE THAN ONE (1)
NON-ORTHOGONAL WINDOW PER STREET-FACING FACADE.
P
LIGHT WELLS:LIGHT WELLS ARE LOCATED ON THE SIDES
OF THE BUILDING, AWAY FROM THE FRONT-MOST WALL
OF THE STREET-FACING FACADE AND THE STREET.
Q
CONSISTENT MATERIALS:THE EXTERIOR MATERIALS
ARE UNIFORM THROUGHOUT; THEREFORE, QUALITY AND
APPLICATION ARE CONSISTENT ON ALL SIDES.
BUILDING ORIENTATION:
BUILD-TO REQUIREMENT:
ONE-STORY ELEMENT:
GARAGE ACCESS:
GARAGE PLACEMENT:
GARAGE DIMENSIONS:
GARAGE DOOR DESIGN:
ENTRY CONNECTION:
DOOR HEIGHT:
ENTRY PORCH HEIGHT:
PRINCIPAL WINDOW:
WINDOW PLACEMENT:
NON-ORTHOGONAL WINDOW LIMIT:
LIGHT WELL/STAIRWELL LOCATION:
MATERIALS:
PORCH/LOGGIA AREAS
<20% WIDTH PORCH/LOGGIA AREA
REMAINING PORCH/LOGGIA AREA
+TOTAL PORCH/LOGGIA AREA
104 SF
46 SF
150 SF
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
4
:
5
6
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.122
MAIN LEVEL FLOOR PLAN -
PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN - PROPOSED
3 2021.12.08 PERMIT
6 2022.08.29 BLDG DPT REVIEW
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
43
UP
DN
10
10
D
1
1
A
A.221
1
A.222
1
A.224 1
1
A.322
1
A.322
STAIR #3
121
3' 3" WIDE
SHOWER
MASTER BEDROOM
203
DECK
208
12:12 12:12
SHELVES/
HANGING
1
A.323
1
A.323
1
A.321
1
A.321
DECK
2
2
3
3
6
6
8
8
9
9
B
C
E
F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
1'
-
7
1
/
2
"
1'-2 3/4"27'-10"
4'-4 5/8"
26
'
-
1
0
1
/
1
6
"
C
10
201
A
C
11
C
04
C
03
C
08
C
07
C
06
C
09
C
01
C
02
BELOW
BELOW
DRESSING ROOM
204
MASTER BATH
205
WC
206
204
A
205
A
BENCH
CABS
CABS CABS
HA
N
G
I
N
G
HA
N
G
I
N
G
7'-0 3/4"
7'-11 1/2"
12'-9 3/4"
7'
-
2
1
/
4
"
2'
-
5
3
/
8
"
2'
-
7
1
/
4
"
2'
-
7
1
/
4
"
1'-10"
A.603
1
W-1
W-12
WI-4
W-12 W-1 W-1
W-1
W-1
W-1W-1
W-1
W-1
WI-1
WI-1 WI-1 WI-1
WI-1
WI-1
WI-1
W-1
W-1
WI-1WI-1
40" R.O.
40
"
R
.
O
.
40
"
R
.
O
.
34
"
R
.
O
.
30
"
R
.
O
.
11
2
"
R
.
O
.
2'
-
8
"
1'
-
3
3
/
4
"
5 1/2"
5 1/2"
3
1
/
2
"
EA
V
E
EA
V
E
EAVE
T.O. DECK
EL: 116' - 3 1/4"
T.O. CONC. @ UPPER LEVEL
EL: 113' - 1 1/2"
"FLAT" ROOF
"FLAT" ROOFCRICKETCRICKETRI
D
G
E
CHIMNEY
CAP
RIDGE
RIDGE
"FLAT" ROOF
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
T.O. CONC. @ MAIN LEVEL
EL: 100' - 0"
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
PROPERTY LINE
PROPERTY LINE
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
25' -4" SETBACK
15
'
-
1
0
1
/
4
"
48
'
-
6
3
/
4
"
64
'
-
5
"
T.O. DECK
EL: 113' - 5"
A
B
C
C
G
F
H
J
E
P
P
L
O
12
:
1
2
203
B
201
B
206
A
EA
V
E
EAVE
A.502
3
10
A.502
11
A.502
10
A.502
11
A.502
10
A.502
10
A.502
11
A.502
A.502
6
A.502
7
1
A.404
2
A.404
3
A.404
CABS WI-1
WI-1
203
A
C
05
202
MASTER
VESTIBULE
W-1
11
A.502
EAVE
T.O. SHEATH. @ "FLAT" ROOF
EL: 110' - 6"
"FLAT" ROOF
PROPOSED LOCATION OF PHOTOVOLTAIC ARRAY
5'
-
3
3
/
4
"
RESIDENTIAL DESIGN STANDARDS
26.410.030. SINGLE-FAMILY STANDARDS
ARTICULATION OF BUILDING MASS:
A
OFF-SET WITH ONE-STORY GROUND LEVEL CONNECTOR:
THE EXISTING STRUCTURE IS PARTIALLY REVISED,
REDUCING A PORTION OF ITS MASS, TO MAKE A
SUBORDINATE CONNECTOR FOR THE PRINCIPAL
BUILDING. THE CONNECTOR IS SETBACK AT LEAST FIVE
FEET (5') FROM THE FLANKING SIDEWALLS.
B
STRONG ORIENTATION:THE FRONT FACADE OF THE
BUILDING IS ORIENTED TO FACE THE STREET. THIS
BUILDING ORIENTATION IS EXISTING TO REMAIN.
C
D
E
EXISTING TO REMAIN (REMODEL):LESS THAN SIXTY
PERCENT (60%) OF THE FRONT FACADE OF THE
PRINCIPAL BUILDING IS WITHIN FIVE FEET (5') OF THE
MINIMUM FRONT YARD SET BACK LINE. THE FRONT
FACADE MASS, CLOSE TO AND PARALLEL THE STREET, IS
EXISTING TO REMAIN. THE SUBJECT FACADES WILL
REMAIN IN THE EXISTING FOOTPRINT.
PROJECTING ONE-STORY ELEMENT: THE FRONT FACADE
OF THE PRINCIPAL BUILDING HAS AN EXISTING TO
REMAIN ONE-STORY STREET FACING ELEMENT
PROJECTING IN EXCESS OF SIX FEET (6') FROM THE
FRONT FACADE. THE STREET FACING ELEMENT ALSO
EXCEEDS THE TWENTY PERCENT (20%) OF THE
BUILDING'S OVERALL WIDTH.
LOGGIA: THE ENTRANCE TO THE PRINCIPAL BUILDING IS
SET IN AN OPEN LOGGIA. THE LOGGIA IS FLANKED BY A
ONE-STORY ELEMENT ENCASING THE STAIR THE LOWER
LEVEL. THE WIDTH OF THE LOGGIA MEETS THE TWENTY
PERCENT (20%) MINUMUM WIDTH AND EXCEEDS THE
FIFTY (50) SQUARE FEET MINIMUM AREA.
F
EXISTING TO REMAIN (REMODEL): ALLEY/PRIVATE
STREET ACCESS IS NOT AVAILABLE. VEHICULAR ACCESS
IS EXISTING TO REMAIN, FORWARD OF THE FRONT
FACADE.
G
EXISTING TO REMAIN (REMODEL): THE GARAGE
LOCATION IS EXISTING TO REMAIN.
H
EXISTING TO REMAIN (REMODEL):THE GARAGE MASS IS
EXISTING TO REMAIN.
I
TWO (2) SEPARATE DOORS:THE TWO (2) GARAGE DOOR
LAYOUT IS EXISTING TO REMAIN.
J
OPEN FRONT PORCH:THE FRONT FACADE OF THE
PRINCIPAL BUILDING FEATURES A FRONT PORCH
PRIMARY ENTRANCE, OPEN ON TWO (2) SIDES, AND
EXCEEDS THE FIFTY (50) SQUARE FEET MINIMUM.
K
EIGHT FEET (8') DOORS:ALL DOORS FACING THE STREET
ARE NOT TALLER THAN EIGHT FEET (8').
L
ONE-STORY HEIGHT:THE PROPOSED ENTRY CANOPY
DOES NOT EXCEED THE ONE-STORY HEIGHT LIMIT.
M
PRINCIPAL WINDOW GROUP: THE PRINCIPAL WINDOW
CONSIST OF A GROUPING OF WINDOWS, INCLUDING A
GLASS FRONT DOOR, THAT COMBINED EXCEED ELEVEN
FEET (11') IN WIDTH AND NINE FEET (9') IN HEIGHT.
N
ONE-STORY MAX. WINDOW SPAN: NO STREET-FACING
WINDOW VERTICALLY SPANNING MORE THAT ONE-STORY
IS PROPOSED
O
ONE (1) NON-ORTHOGONAL WINDOW PER FACADE: THE
PROPOSED BUILDING DOES NOT HAVE MORE THAN ONE (1)
NON-ORTHOGONAL WINDOW PER STREET-FACING FACADE.
P
LIGHT WELLS:LIGHT WELLS ARE LOCATED ON THE SIDES
OF THE BUILDING, AWAY FROM THE FRONT-MOST WALL
OF THE STREET-FACING FACADE AND THE STREET.
Q
CONSISTENT MATERIALS:THE EXTERIOR MATERIALS
ARE UNIFORM THROUGHOUT; THEREFORE, QUALITY AND
APPLICATION ARE CONSISTENT ON ALL SIDES.
BUILDING ORIENTATION:
BUILD-TO REQUIREMENT:
ONE-STORY ELEMENT:
GARAGE ACCESS:
GARAGE PLACEMENT:
GARAGE DIMENSIONS:
GARAGE DOOR DESIGN:
ENTRY CONNECTION:
DOOR HEIGHT:
ENTRY PORCH HEIGHT:
PRINCIPAL WINDOW:
WINDOW PLACEMENT:
NON-ORTHOGONAL WINDOW LIMIT:
LIGHT WELL/STAIRWELL LOCATION:
MATERIALS:
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
4
:
5
9
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.123
UPPER LEVEL FLOOR PLAN -
PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 UPPER LEVEL FLOOR PLAN - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
44
UP
10
10
D
1
1
A
A.221
1
A.222
1
A.224 1
1
A.322
12
:
1
2
12:12 12:12
1
A.323
1
A.323
1
A.321
1
A.321
12
:
1
2
12
:
1
2
2
2
3
3
6
6
8
8
9
9
B
C
E
F
4
4
5
5
7
7
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
13
'
-
7
"
19
'
-
7
"
7'
-
0
"CRICKETCRICKETRI
D
G
E
RIDGE
RIDGE
RIDGE
DECK
T.O. DECK
EL: 116' - 3 1/4"
T.O. SHEATH. @ "FLAT" ROOF
EL: 110' - 6"
CHIMNEY
CAP
"FLAT" ROOF
"FLAT" ROOF
"FLAT" ROOF
"FLAT" ROOF
PERIMETER
OF FRAMING
BELOW
PROPERTY LINE
PROPERTY LINE
15' -0" SETBACK
1 5 ' -0 " S E T B A C K
15' -0" SETBACK
25' -4" SETBACK
PROPERTY LINE
15' -0" SETBACK
15' -0" SETBACK
25' -4" SETBACK
A
B
C
C
G
F
H
J
E
P
P
L
"FLAT" ROOF
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
12
:
1
2
"FLAT" ROOF
PROPOSED LOCATION OF PHOTOVOLTAIC ARRAY
EA
V
E
EAVE
EA
V
E
EAVE
PERIMETER OF
FRAMING BELOW
PERIMETER OF
FRAMING BELOW
EA
V
E
PERIMETER OF
FRAMING BELOW
1
A.401
2
A.401
3
A.401
1
A.402
2
A.402
3
A.402
1
A.403 2
A.403
3
A.403
1
A.404
2
A.404
3
A.404
T.O. DECK
EL: 113' - 5"
3
A.606
4
A.606
3
A.607
4
A.607
3
A.608
4
A.608
4
A.609
3
A.609
DECK
EAVE
12
:
1
2
12
:
1
2
RESIDENTIAL DESIGN STANDARDS
26.410.030. SINGLE-FAMILY STANDARDS
ARTICULATION OF BUILDING MASS:
A
OFF-SET WITH ONE-STORY GROUND LEVEL CONNECTOR:
THE EXISTING STRUCTURE IS PARTIALLY REVISED,
REDUCING A PORTION OF ITS MASS, TO MAKE A
SUBORDINATE CONNECTOR FOR THE PRINCIPAL
BUILDING. THE CONNECTOR IS SETBACK AT LEAST FIVE
FEET (5') FROM THE FLANKING SIDEWALLS.
B
STRONG ORIENTATION:THE FRONT FACADE OF THE
BUILDING IS ORIENTED TO FACE THE STREET. THIS
BUILDING ORIENTATION IS EXISTING TO REMAIN.
C
D
E
EXISTING TO REMAIN (REMODEL):LESS THAN SIXTY
PERCENT (60%) OF THE FRONT FACADE OF THE
PRINCIPAL BUILDING IS WITHIN FIVE FEET (5') OF THE
MINIMUM FRONT YARD SET BACK LINE. THE FRONT
FACADE MASS, CLOSE TO AND PARALLEL THE STREET, IS
EXISTING TO REMAIN. THE SUBJECT FACADES WILL
REMAIN IN THE EXISTING FOOTPRINT.
PROJECTING ONE-STORY ELEMENT: THE FRONT FACADE
OF THE PRINCIPAL BUILDING HAS AN EXISTING TO
REMAIN ONE-STORY STREET FACING ELEMENT
PROJECTING IN EXCESS OF SIX FEET (6') FROM THE
FRONT FACADE. THE STREET FACING ELEMENT ALSO
EXCEEDS THE TWENTY PERCENT (20%) OF THE
BUILDING'S OVERALL WIDTH.
LOGGIA: THE ENTRANCE TO THE PRINCIPAL BUILDING IS
SET IN AN OPEN LOGGIA. THE LOGGIA IS FLANKED BY A
ONE-STORY ELEMENT ENCASING THE STAIR THE LOWER
LEVEL. THE WIDTH OF THE LOGGIA MEETS THE TWENTY
PERCENT (20%) MINUMUM WIDTH AND EXCEEDS THE
FIFTY (50) SQUARE FEET MINIMUM AREA.
F
EXISTING TO REMAIN (REMODEL): ALLEY/PRIVATE
STREET ACCESS IS NOT AVAILABLE. VEHICULAR ACCESS
IS EXISTING TO REMAIN, FORWARD OF THE FRONT
FACADE.
G
EXISTING TO REMAIN (REMODEL): THE GARAGE
LOCATION IS EXISTING TO REMAIN.
H
EXISTING TO REMAIN (REMODEL):THE GARAGE MASS IS
EXISTING TO REMAIN.
I
TWO (2) SEPARATE DOORS:THE TWO (2) GARAGE DOOR
LAYOUT IS EXISTING TO REMAIN.
J
OPEN FRONT PORCH:THE FRONT FACADE OF THE
PRINCIPAL BUILDING FEATURES A FRONT PORCH
PRIMARY ENTRANCE, OPEN ON TWO (2) SIDES, AND
EXCEEDS THE FIFTY (50) SQUARE FEET MINIMUM.
K
EIGHT FEET (8') DOORS:ALL DOORS FACING THE STREET
ARE NOT TALLER THAN EIGHT FEET (8').
L
ONE-STORY HEIGHT:THE PROPOSED ENTRY CANOPY
DOES NOT EXCEED THE ONE-STORY HEIGHT LIMIT.
M
PRINCIPAL WINDOW GROUP: THE PRINCIPAL WINDOW
CONSIST OF A GROUPING OF WINDOWS, INCLUDING A
GLASS FRONT DOOR, THAT COMBINED EXCEED ELEVEN
FEET (11') IN WIDTH AND NINE FEET (9') IN HEIGHT.
N
ONE-STORY MAX. WINDOW SPAN: NO STREET-FACING
WINDOW VERTICALLY SPANNING MORE THAT ONE-STORY
IS PROPOSED
O
ONE (1) NON-ORTHOGONAL WINDOW PER FACADE: THE
PROPOSED BUILDING DOES NOT HAVE MORE THAN ONE (1)
NON-ORTHOGONAL WINDOW PER STREET-FACING FACADE.
P
LIGHT WELLS:LIGHT WELLS ARE LOCATED ON THE SIDES
OF THE BUILDING, AWAY FROM THE FRONT-MOST WALL
OF THE STREET-FACING FACADE AND THE STREET.
Q
CONSISTENT MATERIALS:THE EXTERIOR MATERIALS
ARE UNIFORM THROUGHOUT; THEREFORE, QUALITY AND
APPLICATION ARE CONSISTENT ON ALL SIDES.
BUILDING ORIENTATION:
BUILD-TO REQUIREMENT:
ONE-STORY ELEMENT:
GARAGE ACCESS:
GARAGE PLACEMENT:
GARAGE DIMENSIONS:
GARAGE DOOR DESIGN:
ENTRY CONNECTION:
DOOR HEIGHT:
ENTRY PORCH HEIGHT:
PRINCIPAL WINDOW:
WINDOW PLACEMENT:
NON-ORTHOGONAL WINDOW LIMIT:
LIGHT WELL/STAIRWELL LOCATION:
MATERIALS:
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
1
:
3
0
:
1
9
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.124
ROOF PLAN -PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 ROOF PLAN - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
45
10
10
D D
1
1
A A
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
68
'
-
5
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
STUDY
005
BUNK BEDROOM
027
BUNK BATH #1
031
WC
035
BUNK BATH #2
034
WINDOW WELL
MECHANICAL
008
LOCKERS/
STORAGE
007
GAME LOUNGE
004
HALL
HALL
STAIR #2
002
STAIR #1
001
MEDIA ROOM
003
FITNESS
006
SHOWER
BATHROOM #5
014
BEDROOM #5
013
SHOWER
BATHROOM #6
011
BEDROOM #6
010
POWDER
023
9' - 6" A.F.F.
B.O.F. CEILING
10' - 6" A.F.F.
B.O.F. CEILING
10' - 0" A.F.F.
B.O.F. CEILING 10' - 0" A.F.F.
B.O.F. CEILING
9' - 4" A.F.F.
B.O.F. CEILING10' - 0" A.F.F.
B.O.F. CEILING
10' - 6" A.F.F.
B.O.F. CEILING
10' - 6" A.F.F.
B.O.F. CEILING
9' - 4" A.F.F.
B.O.F. CEILING
10' - 6" A.F.F.
B.O.F. CEILING
10' - 0" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
10' - 0" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
9' - 6 A.F.F.
B.O.F. CEILING
WET BAR
9' - 6" A.F.F.
B.O.F. CEILING
WC
032 BUNK BATH
FOYER
030
WALK-IN CLOSET
029
LOUNGE
028
9' - 6" A.F.F.
B.O.F. CEILING
10' - 6" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
10' - 6" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
9' - 8" A.F.F.
B.O.F. CEILING
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
10' - 0" A.F.F.
B.O. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
SHOWER
[No Slope]
038
STORAGE
037
STORAGE
WC
024CLOSET
036
WINDOW
WELL
WINDOW WELL
[No Slope]
[No Slope][No Slope]
[No Slope]
[No Slope]
[No Slope][No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope][No Slope]
[No Slope][No Slope]
9' - 4" A.F.F.
B.O.F. CEILING
[No Slope]
[No Slope][No Slope]
[No Slope]
[No Slope]
[No Slope][No Slope]
[No Slope]
[No Slope]
[No Slope]
CLOSET
039[No Slope]
LAUNDRY
009
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
5
:
0
5
:
4
6
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.131
PROPOSED REFLECTED
CEILING PLAN -B1
21932.00
SCALE 1/4" = 1'-0"1 REFLECTED CEILING PROPOSED PLAN - LOWER LEVEL
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
46
10
10
D D
1
1
A A
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
GARAGE
110
STORAGE
111
ENTRY
101
FAMILY ROOM
103
POWDER
112
5' - 7" x 7' - 10"
STAIR #3
122
KITCHEN
107
15' 2" x 23' 8"
POWDER
108
HALL
109
G. BATH #2
119
GUEST BEDROOM
#2
118
STAIR #1
001
HALL
113
STAIR #2
002
G. BATH #1
115
SHOWER
WC
117
WALK-IN
CLOSET
102
GUEST BEDROOM
#1
114
11' - 0" A.F.F.
B.O.F. CEILING
10' - 0" A.F.F.
B.O.F. CEILING
14' - 0" A.F.F.
B.O.F. CEILING
14' - 0" A.F.F.
B.O.F. CEILING
11' - 0" A.F.F.
B.O.F. CEILING
11' - 0" A.F.F.
B.O.F. CEILING
11' - 0" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
10' - 0" A.F.F.
B.O.F. CEILING
11' - 0" A.F.F.
B.O.F. CEILING
10' - 6 1/2" A.F.F.
B.O.F. SOFFIT
10' - 0 1/2" A.F.F.
B.O.F. SOFFIT
10' - 0 1/2" A.F.F.
B.O.F. SOFFIT
11' - 5" A.F.F.
B.O.F. CEILING
11' - 9" A.F.F.
B.O.F. CEILING
11' - 8 3/4" A.F.F.
B.O.F. CEILING
22' - 0" A.F.F.
B.O.F. CEILING
14' - 3 3/4" A.F.F.
B.O.F. CEILING
14' - 3 3/4" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
WC
121
9' - 6" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
10' - 0" A.F.F.
B.O.F. CEILING
LIVING
105
SALON/WET BAR
1049' - 0" A.F.F.
B.O.F. CEILING
DINING
106
[No Slope]
[No Slope]
11' - 4 1/4" A.F.F.
B.O.F. CEILING
9' - 6" A.F.F.
B.O.F. CEILING
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
SHOWER
7:12
[No Slope]
[No Slope]
12
:
1
2
23' - 6" A.F.F.
B.O.F. CEILING
11' - 8 3/4" A.F.F.
B.O.F. CEILING
11' - 9" A.F.F.
B.O.F. CEILING
CLST
126
9' - 0" A.F.F.
B.O.F. CEILING
9' - 0" A.F.F.
B.O.F. CEILING
9' - 0" A.F.F.
B.O.F. CEILING
10' - 0 1/2" A.F.F.
B.O.F. SOFFIT
23' - 6" A.F.F.
B.O.F. CEILING
[No Slope]
[No Slope]
[No Slope]
12
:
1
2
12
:
1
2
12
:
1
2
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
[No Slope]
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
3
2
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.132
PROPOSED REFLECTED
CEILING PLAN -L1
21932.00
SCALE 1/4" = 1'-0"1 REFLECTED CEILING PROPOSED PLAN - MAIN LEVEL
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
47
10
10
D D
1
1
A A
2
2
3
3
6
6
8
8
9
9
B B
C C
E E
F F
4
4
5
5
7
7
STAIR #3
121
SHOWER
207
5' 6" x 6' 9"
MASTER BEDROOM
203
17' 7" x 15' 5"
12
:
1
2
23' 6" A.F.F.
B.O.F. CEILING
22' - 0" A.F.F.
B.O.F CEILING
15' - 1" A.F.F.
B.O.F. CEILING
9' 1 7/8" A.F.F.
B.O.F. CEILING
8' - 10" A.F.F.
B.O.F. CEILING
15' - 11" A.F.F.
B.O.F. CEILING
8' - 10" A.F.F.
B.O.F. CEILING
8' 7 3/4" A.F.F.
B.O.F. CEILING
8' 9" A.F.F.
B.O.F. CEILING
[No Slope]
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
68
'
-
5
"
4'
-
0
"
6'
-
1
1
/
2
"
9'
-
2
3
/
4
"
25
'
-
5
"
23
'
-
7
3
/
4
"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
84'-8 3/4"
16'-0 3/4"14'-7 3/4"17'-0 1/2"3'-10 3/4"4'-11 1/2"4'-7"2'-11 3/4"5'-4 1/4"15'-2 1/2"
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
[No Slope]
[No Slope]
WC
206
12
:
1
2
MASTER
VESTIBULE
202
8' - 3" A.F.F.
B.O.F. CEILING
8' - 3" A.F.F.
B.O.F. CEILING
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
1
:
3
0
:
2
0
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.133
PROPOSED REFLECTED
CEILING PLAN -L2
21932.00
SCALE 1/4" = 1'-0"1 REFLECTED CEILING PROPOSED PLAN - UPPER LEVEL
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
48
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
11
A.302
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
23689457
E
208E
209
12
:
1
2
12
:
1
2
12
:
1
2
E
205
E
204 205
E
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
3
7
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.201
NORTH EXTERIOR
ELEVATION -EXISTING
CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 NORTH EXTERIOR ELEVATION - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
49
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
1 1
A.302
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
2 3 6 8 9457
E
223
E
222
E
220
E
217 210
E
E
215
E
213
E
212
E
211
12
:
1
2
12
:
1
2
12
:
1
2
12
:
1
2
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
5
:
0
7
:
0
7
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.202
SOUTH EXTERIOR
ELEVATION -EXISTING
CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 SOUTH EXTERIOR ELEVATION - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
50
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
D A1
A.301
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.F.F. @ LOWER LEVEL EXIST.
96'-9 1/2"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GUEST BATH
109'-6"
1
A.303 BCEF
E
214
E
219
209
E
E
212
E
211
E
210
E
209
E
208 208
E
E
207
207
E
E
206
E
307
206
E
E
102 111
E
107
E
E
101
E
308
12
:
1
2
12
:
1
2
12
12
12
12
12
12
E
309
12
12
1
G109
1
G110
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
4
3
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.203
EAST EXTERIOR ELEVATION
-EXISTING CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 EAST EXTERIOR ELEVATION - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
51
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
DA
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GUEST BATH
109'-6"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"
1
A.303B C E F
E
305
E
304 E
303
E
306
201
E
E
229
E
225
E
224
E
302
E
301
E
221
204
E
203
E
12
:
1
2
12
12
12
12
12
12
12
12
E
230
1
G109
1
G110
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
4
6
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.204
WEST EXTERIOR ELEVATION
-EXISTING CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 WEST EXTERIOR ELEVATION - EXISTING CONDITIONS
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
52
T.O. STRUCT. @ MAIN LEVEL
100'-0"T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
1
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.F.F. @ LOWER LEVEL EXIST.
96'-9 1/2"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
23689457
ROOF EAVES TO BE DEMOLISHED
ROOF STRUCTURE
TO BE DEMOLISHED
ROOF & EAVES TO BE DEMOLISHED
WALL STRUCTURE TO BE DEMOLISHED
STAIR AND RAILING TO BE DEMOLISHED
DECK AND PATIO TO BE DEMOLISHED
FLOOR "PLATFORM" STRUCTURE
TO BE DEMOLISHED
ROOF EAVES TO BE DEMOLISHED
WALL STRUCTURE TO BE DEMOLISHED
DOOR TO BE REMOVED
WINDOWS TO BE REMOVED
WINDOWS TO BE REMOVED
PORTION OF CHIMNEY CAP
EAVE TO BE DEMOLISHED
PORTION OF ROOF
STRUCTURE TO BE
DEMOLISHED
ROOF EAVES TO BE
DEMOLISHED
WALL STRUCTURE TO BE DEMOLISHED
ELEVATION DEMOLITION LEGEND
FLOOR/ROOF FOR DEMOLITION
WALL EXISTING TO REMAIN
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
4
9
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.211
NORTH EXTERIOR
ELEVATION -DEMOLITION
21932.00
SCALE 1/4" = 1'-0"1 NORTH EXTERIOR ELEVATION - DEMOLITION
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
53
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
1
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
2 3 6 8 9457
ROOF STRUCTURE AND
EAVES TO BE DEMOLISHED
STAIR AND RAILING TO BE DEMOLISHED
DECK AND PATIO TO BE DEMOLISHED
WALL STRUCTURE TO BE
DEMOLISHED
WINDOWS TO BE REMOVED
CHIMNEY WALL AND CAP
TO BE DEMOLISHED
ROOF EAVES TO BE DEMOLISHED
ROOF EAVES TO
BE DEMOLISHED
ROOF STRUCTURE
BE DEMOLISHED
ROOF EAVES TO
BE DEMOLISHED
ELEVATION DEMOLITION LEGEND
FLOOR/ROOF FOR DEMOLITION
WALL EXISTING TO REMAIN
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
5
1
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.212
SOUTH EXTERIOR
ELEVATION -DEMOLITION
21932.00
SCALE 1/4" = 1'-0"1 SOUTH EXTERIOR ELEVATION - DEMOLITION
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
54
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
D A
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.F.F. @ LOWER LEVEL EXIST.
96'-9 1/2"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF LIVING
111'-7"T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"
BCEF
WALL STRUCTURE TO BE DEMOLISHED
ROOF STRUCTURE TO BE DEMOLISHED
ROOF EAVE TO BE DEMOLISHED
CHIMNEY STRUCTURE AND CAP TO BE DEMOLISHED
CHIMNEY CRICKET STRUCTURE TO BE DEMOLISHED
EDGE OF CRICKET CAP TO BE DEMOLISHED
ROOF EAVE TO BE DEMOLISHED
WALL STRUCTURE TO BE DEMOLISHED
ROOF STRUCTURE TO BE DEMOLISHED
SKYLIGHTS TO BE DEMOLISHED
PORTION OF WALL STRUCTURE TO BE DEMOLISHED
WINDOWS AND DOORS TO BE REMOVED
WINDOWS AND DOORS TO BE REMOVED
DECK AND PATIO TO BE DEMOLISHED
STAIR AND RAILINGS TO BE DEMOLISHED
ELEVATION DEMOLITION LEGEND
FLOOR/ROOF FOR DEMOLITION
WALL EXISTING TO REMAIN
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
5
5
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.213
EAST EXTERIOR ELEVATION
-DEMOLITION
21932.00
SCALE 1/4" = 1'-0"1 EAST EXTERIOR ELEVATION - DEMOLITION
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
55
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
DA
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"
B C E F
CHIMNEY STUCTURE AND CAP TO BE DEMOLISHED
ROOF EAVE TO BE DEMOLISHED
CHIMNEY CRICKET TO BE DEMOLISHED
PORTION OF ROOF STRUCTURE
TO BE DEMOLISHED
ROOF EAVE TO BE DEMOLISHED
ROOF FASCIA TO BE DEMOLISHED
GARAGE DOORS TO BE REPLACED
ROOF EAVE TO BE DEMOLISHED
WALL STRUCTURE TO BE DEMOLISHED
ENTRY PATIO AND RAILING TO
BE DEMOLISHED
EDGE OF CHIMNEY CAP
TO BE DEMOLISHED
ELEVATION DEMOLITION LEGEND
FLOOR/ROOF FOR DEMOLITION
WALL EXISTING TO REMAIN
WALL FOR DEMOLITION
DOOR/WINDOW FOR DEMOLITION
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
5
:
5
7
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.214
WEST EXTERIOR ELEVATION
-DEMOLITION
21932.00
SCALE 1/4" = 1'-0"1 WEST EXTERIOR ELEVATION - DEMOLITION
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
56
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
11
A.322
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O. CONC. @ LOWER LEVEL
85'-1"
12
:
1
2
12
:
1
2
23689457
C
10
C
09
110
C
111
A
12
:
1
2
3
1
5
1
2
1
T.O. L.L. FOOT. REF. STRL
82'-7"
T.O. L.L. FOOT. REF. STRL
82'-7"
A
G F H
P
Q
B
12
5
3
A.402
1
A.403
1
A.404
3
A.404
3
A.606
3
A.607
B
13
B
14
25'-0" OVER EXISTING GRADE
(MOST RESTRICTIVE)
25'-0" OVER EXISTING GRADE
(MOST RESTRICTIVE)
LINE OF
EXISTING
GRADE
LINE OF EXISTING GRADE
25
'
-
0
"
1/3 POINT FROM
EAVE TO RIDGE
RIDGE @ EXIST.
ROOF
LINE OF SETBACK @
NORTH ELEVATION
LINE OF SETBACK @
NORTH ELEVATION
1/3 POINT FROM
EAVE TO RIDGE1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
4
A.608
3
A.608
3
1 VERTICAL WOOD SIDING
2
4
1X WOOD FASCIA
5
1/2 ROUND METAL GUTTER
6
7
KEYNOTE LEGEND
3
COMPOSITE SHAKE ROOF
8
STANDING SEAM METAL ROOF
SQUARE CUT STONE
PAINTED STEEL
ROUND METAL DRAIN PIPE
9 PAINTED METAL PANEL
RESIDENTIAL DESIGN STANDARDS
26.410.030. SINGLE-FAMILY STANDARDS
ARTICULATION OF BUILDING MASS:
A OFF-SET WITH ONE-STORY GROUND LEVEL CONNECTOR:
THE EXISTING STRUCTURE IS PARTIALLY REVISED,
REDUCING A PORTION OF ITS MASS, TO MAKE A
SUBORDINATE CONNECTOR FOR THE PRINCIPAL
BUILDING. THE CONNECTOR IS SETBACK AT LEAST FIVE
FEET (5') FROM THE FLANKING SIDEWALLS.
B
STRONG ORIENTATION:THE FRONT FACADE OF THE
BUILDING IS ORIENTED TO FACE THE STREET. THIS
BUILDING ORIENTATION IS EXISTING TO REMAIN.
C
D
EEXISTING TO REMAIN (REMODEL):LESS THAN SIXTY
PERCENT (60%) OF THE FRONT FACADE OF THE
PRINCIPAL BUILDING IS WITHIN FIVE FEET (5') OF THE
MINIMUM FRONT YARD SET BACK LINE. THE FRONT
FACADE MASS, CLOSE TO AND PARALLEL THE STREET, IS
EXISTING TO REMAIN. THE SUBJECT FACADES WILL
REMAIN IN THE EXISTING FOOTPRINT.
PROJECTING ONE-STORY ELEMENT: THE FRONT FACADE
OF THE PRINCIPAL BUILDING HAS AN EXISTING TO
REMAIN ONE-STORY STREET FACING ELEMENT
PROJECTING IN EXCESS OF SIX FEET (6') FROM THE
FRONT FACADE. THE STREET FACING ELEMENT ALSO
EXCEEDS THE TWENTY OERCENT (20%) OF THE
BUILDING'S OVERALL WIDTH.
F
EXISTING TO REMAIN (REMODEL): ALLEY/PRIVATE
STREET ACCESS IS NOT AVAILABLE. VEHICULAR ACCESS
IS EXISTING TO REMAIN, FORWARD OF THE FRONT
FACADE.
G
EXISTING TO REMAIN (REMODEL): THE GARAGE
LOCATION IS EXISTING TO REMAIN.
H
EXISTING TO REMAIN (REMODEL):THE GARAGE MASS IS
EXISTING TO REMAIN.
I
TWO (2) SEPARATE DOORS:THE TWO (2) GARAGE DOOR
LAYOUT IS EXISTING TO REMAIN.
J
K
EIGHT FEET (8') DOORS:ALL DOORS FACING THE STREET
ARE NOT TALLER THAN EIGHT FEET (8').
L
ONE-STORY HEIGHT:THE PROPOSED ENTRY CANOPY
DOES NOT EXCEED THE ONE-STORY HEIGHT LIMIT.
M
PRINCIPAL WINDOW GROUP: THE PRINCIPAL WINDOW
CONSIST OF A GROUPING OF WINDOWS, INCLUDING A
GLASS FRONT DOOR, THAT COMBINED EXCEED ELEVEN
FEET (11') IN WIDTH AND NINE FEET (9') IN HEIGHT.
N
ONE-STORY MAX. WINDOW SPAN: NO STREET-FACING
WINDOW VERTICALLY SPANNING MORE THAT ONE-STORY
IS PROPOSED
O
ONE (1) NON-ORTHOGONAL WINDOW PER FACADE: THE
PROPOSED BUILDING DOES NOT HAVE MORE THAN ONE (1)
NON-ORTHOGONAL WINDOW PER STREET-FACING FACADE.
P
LIGHT WELLS:LIGHT WELLS ARE LOCATED ON THE SIDES
OF THE BUILDING, AWAY FROM THE FRONT-MOST WALL
OF THE STREET-FACING FACADE AND THE STREET.
Q
CONSISTENT MATERIALS:THE EXTERIOR MATERIALS
ARE UNIFORM THROUGHOUT; THEREFORE, QUALITY AND
APPLICATION ARE CONSISTENT ON ALL SIDES.
BUILDING ORIENTATION:
BUILD-TO REQUIREMENT:
ONE-STORY ELEMENT:
GARAGE ACCESS:
GARAGE PLACEMENT:
GARAGE DIMENSIONS:
GARAGE DOOR DESIGN:
ENTRY CONNECTION:
DOOR HEIGHT:
ENTRY PORCH HEIGHT:
PRINCIPAL WINDOW:
WINDOW PLACEMENT:
NON-ORTHOGONAL WINDOW LIMIT:
LIGHT WELL/STAIRWELL LOCATION:
MATERIALS:OPEN FRONT PORCH:THE FRONT FACADE OF THE
PRINCIPAL BUILDING FEATURES A FRONT PORCH
PRIMARY ENTRANCE, OPEN ON TWO (2) SIDES, AND
EXCEEDS THE FIFTY (50) SQUARE FEET MINIMUM.
LOGGIA: THE ENTRANCE TO THE PRINCIPAL BUILDING IS
SET IN AN OPEN LOGGIA. THE LOGGIA IS FLANKED BY A
ONE-STORY ELEMENT ENCASING THE STAIR THE LOWER
LEVEL. THE WIDTH OF THE LOGGIA MEETS THE TWENTY
PERCENT (20%) MINUMUM WIDTH AND EXCEEDS THE
FIFTY (50) SQUARE FEET MINIMUM AREA.
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
4
:
5
9
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.221
NORTH EXTERIOR
ELEVATION -PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 NORTH EXTERIOR ELEVATION - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
57
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
1 1
A.322
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GUEST BATH
109'-6"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O. CONC. @ LOWER LEVEL
85'-1"
12
:
1
2
2 3 6 8 9457
118
A
C
08 C
07
C
06 C
04
B
24
114
A
B
22
B
20
C
03
B
19
3
3
1
1
3
5
002
A
T.O. L.L. FOOT. REF. STRL
82'-7"T.O. L.L. FOOT. REF. STRL
82'-7"
B
23
B
26
B
27
FGH
P
Q
5
3
A.402
1
A.403
1
A.404
3
A.404
T.O. LANDING @ STAIR #2
96'-9 1/4"
PE
R
2
6
.
5
7
5
.
0
2
0
(
e
)
(
5
)
(
k
)
30
"
M
A
X
.
A.604
2
DASHED LINE OF NATURAL GRADE
3
A.606
A.606
4
C
05
25'-0" OVER EXISTING GRADE
(MOST RESTRICTIVE)
25'-0" OVER EXISTING GRADE
(MOST RESTRICTIVE)
LINE OF EXISTING GRADE
25
'
-
0
"
LINE OF SETBACK @
SOUTH ELEVATIONLINE OF SETBACK @
SOUTH ELEVATION
25
'
-
0
"
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
3
A.609
A.609
4
FIXED
SIDE-
LIGHT OPER.
SIDE-
LIGHT
1 VERTICAL WOOD SIDING
2
4
1X WOOD FASCIA
5
1/2 ROUND METAL GUTTER
6
7
KEYNOTE LEGEND
3
COMPOSITE SHAKE ROOF
8
STANDING SEAM METAL ROOF
SQUARE CUT STONE
PAINTED STEEL
ROUND METAL DRAIN PIPE
9 PAINTED METAL PANEL
RESIDENTIAL DESIGN STANDARDS
26.410.030. SINGLE-FAMILY STANDARDS
ARTICULATION OF BUILDING MASS:
A OFF-SET WITH ONE-STORY GROUND LEVEL CONNECTOR:
THE EXISTING STRUCTURE IS PARTIALLY REVISED,
REDUCING A PORTION OF ITS MASS, TO MAKE A
SUBORDINATE CONNECTOR FOR THE PRINCIPAL
BUILDING. THE CONNECTOR IS SETBACK AT LEAST FIVE
FEET (5') FROM THE FLANKING SIDEWALLS.
B
STRONG ORIENTATION:THE FRONT FACADE OF THE
BUILDING IS ORIENTED TO FACE THE STREET. THIS
BUILDING ORIENTATION IS EXISTING TO REMAIN.
C
D
EEXISTING TO REMAIN (REMODEL):LESS THAN SIXTY
PERCENT (60%) OF THE FRONT FACADE OF THE
PRINCIPAL BUILDING IS WITHIN FIVE FEET (5') OF THE
MINIMUM FRONT YARD SET BACK LINE. THE FRONT
FACADE MASS, CLOSE TO AND PARALLEL THE STREET, IS
EXISTING TO REMAIN. THE SUBJECT FACADES WILL
REMAIN IN THE EXISTING FOOTPRINT.
PROJECTING ONE-STORY ELEMENT: THE FRONT FACADE
OF THE PRINCIPAL BUILDING HAS AN EXISTING TO
REMAIN ONE-STORY STREET FACING ELEMENT
PROJECTING IN EXCESS OF SIX FEET (6') FROM THE
FRONT FACADE. THE STREET FACING ELEMENT ALSO
EXCEEDS THE TWENTY OERCENT (20%) OF THE
BUILDING'S OVERALL WIDTH.
F
EXISTING TO REMAIN (REMODEL): ALLEY/PRIVATE
STREET ACCESS IS NOT AVAILABLE. VEHICULAR ACCESS
IS EXISTING TO REMAIN, FORWARD OF THE FRONT
FACADE.
G
EXISTING TO REMAIN (REMODEL): THE GARAGE
LOCATION IS EXISTING TO REMAIN.
H
EXISTING TO REMAIN (REMODEL):THE GARAGE MASS IS
EXISTING TO REMAIN.
I
TWO (2) SEPARATE DOORS:THE TWO (2) GARAGE DOOR
LAYOUT IS EXISTING TO REMAIN.
J
K
EIGHT FEET (8') DOORS:ALL DOORS FACING THE STREET
ARE NOT TALLER THAN EIGHT FEET (8').
L
ONE-STORY HEIGHT:THE PROPOSED ENTRY CANOPY
DOES NOT EXCEED THE ONE-STORY HEIGHT LIMIT.
M
PRINCIPAL WINDOW GROUP: THE PRINCIPAL WINDOW
CONSIST OF A GROUPING OF WINDOWS, INCLUDING A
GLASS FRONT DOOR, THAT COMBINED EXCEED ELEVEN
FEET (11') IN WIDTH AND NINE FEET (9') IN HEIGHT.
N
ONE-STORY MAX. WINDOW SPAN: NO STREET-FACING
WINDOW VERTICALLY SPANNING MORE THAT ONE-STORY
IS PROPOSED
O
ONE (1) NON-ORTHOGONAL WINDOW PER FACADE: THE
PROPOSED BUILDING DOES NOT HAVE MORE THAN ONE (1)
NON-ORTHOGONAL WINDOW PER STREET-FACING FACADE.
P
LIGHT WELLS:LIGHT WELLS ARE LOCATED ON THE SIDES
OF THE BUILDING, AWAY FROM THE FRONT-MOST WALL
OF THE STREET-FACING FACADE AND THE STREET.
Q
CONSISTENT MATERIALS:THE EXTERIOR MATERIALS
ARE UNIFORM THROUGHOUT; THEREFORE, QUALITY AND
APPLICATION ARE CONSISTENT ON ALL SIDES.
BUILDING ORIENTATION:
BUILD-TO REQUIREMENT:
ONE-STORY ELEMENT:
GARAGE ACCESS:
GARAGE PLACEMENT:
GARAGE DIMENSIONS:
GARAGE DOOR DESIGN:
ENTRY CONNECTION:
DOOR HEIGHT:
ENTRY PORCH HEIGHT:
PRINCIPAL WINDOW:
WINDOW PLACEMENT:
NON-ORTHOGONAL WINDOW LIMIT:
LIGHT WELL/STAIRWELL LOCATION:
MATERIALS:OPEN FRONT PORCH:THE FRONT FACADE OF THE
PRINCIPAL BUILDING FEATURES A FRONT PORCH
PRIMARY ENTRANCE, OPEN ON TWO (2) SIDES, AND
EXCEEDS THE FIFTY (50) SQUARE FEET MINIMUM.
LOGGIA: THE ENTRANCE TO THE PRINCIPAL BUILDING IS
SET IN AN OPEN LOGGIA. THE LOGGIA IS FLANKED BY A
ONE-STORY ELEMENT ENCASING THE STAIR THE LOWER
LEVEL. THE WIDTH OF THE LOGGIA MEETS THE TWENTY
PERCENT (20%) MINUMUM WIDTH AND EXCEEDS THE
FIFTY (50) SQUARE FEET MINIMUM AREA.
Consultant
ARCHITECTURE PLANNING+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
4
:
2
3
:
0
5
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.222
SOUTH EXTERIOR
ELEVATION -PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 SOUTH EXTERIOR ELEVATION - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
58
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
D A
T.O. PLATE @ RF LIVING
111'-7"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. CONC. @ LOWER LEVEL
85'-1"
1
A.323
1
A.321 BCEF
C
03
201
A
103
A
105
A
C
02
B
17
B
18
12
12
12
12
12
:
1
2
1
1
5 1
2
3
T.O. L.L. FOOT. REF. STRL
82'-7"
203
B
Q
12
12
5
5
106
B
106
A
T.O. LANDING @ STAIR #2
96'-9 1/4"
2
A.605
UNCOVERED PATIO NOT TO EXCEED 6"
VERTICALLY ABOVE (OR BELOW) THE
SURROUNDING FINISHED GRADE FOR
THE ENTIRE FEATURE, PER LAND USE
CODE 26.575.020(e)(5)(j)
A.605
3
25'-0" OVER EXISTING GRADE
(MOST RESTRICTIVE)
LINE OF EXISTING GRADE
LINE OF SETBACK @
EAST ELEVATION
LINE OF SETBACK @
EAST ELEVATION
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE1/3 POINT FROM
EAVE TO RIDGE
3
A.608
4
A.609
1 VERTICAL WOOD SIDING
2
4
1X WOOD FASCIA
5
1/2 ROUND METAL GUTTER
6
7
KEYNOTE LEGEND
3
COMPOSITE SHAKE ROOF
8
STANDING SEAM METAL ROOF
SQUARE CUT STONE
PAINTED STEEL
ROUND METAL DRAIN PIPE
9 PAINTED METAL PANEL
RESIDENTIAL DESIGN STANDARDS
26.410.030. SINGLE-FAMILY STANDARDS
ARTICULATION OF BUILDING MASS:
A OFF-SET WITH ONE-STORY GROUND LEVEL CONNECTOR:
THE EXISTING STRUCTURE IS PARTIALLY REVISED,
REDUCING A PORTION OF ITS MASS, TO MAKE A
SUBORDINATE CONNECTOR FOR THE PRINCIPAL
BUILDING. THE CONNECTOR IS SETBACK AT LEAST FIVE
FEET (5') FROM THE FLANKING SIDEWALLS.
B
STRONG ORIENTATION:THE FRONT FACADE OF THE
BUILDING IS ORIENTED TO FACE THE STREET. THIS
BUILDING ORIENTATION IS EXISTING TO REMAIN.
C
D
EEXISTING TO REMAIN (REMODEL):LESS THAN SIXTY
PERCENT (60%) OF THE FRONT FACADE OF THE
PRINCIPAL BUILDING IS WITHIN FIVE FEET (5') OF THE
MINIMUM FRONT YARD SET BACK LINE. THE FRONT
FACADE MASS, CLOSE TO AND PARALLEL THE STREET, IS
EXISTING TO REMAIN. THE SUBJECT FACADES WILL
REMAIN IN THE EXISTING FOOTPRINT.
PROJECTING ONE-STORY ELEMENT: THE FRONT FACADE
OF THE PRINCIPAL BUILDING HAS AN EXISTING TO
REMAIN ONE-STORY STREET FACING ELEMENT
PROJECTING IN EXCESS OF SIX FEET (6') FROM THE
FRONT FACADE. THE STREET FACING ELEMENT ALSO
EXCEEDS THE TWENTY OERCENT (20%) OF THE
BUILDING'S OVERALL WIDTH.
F
EXISTING TO REMAIN (REMODEL): ALLEY/PRIVATE
STREET ACCESS IS NOT AVAILABLE. VEHICULAR ACCESS
IS EXISTING TO REMAIN, FORWARD OF THE FRONT
FACADE.
G
EXISTING TO REMAIN (REMODEL): THE GARAGE
LOCATION IS EXISTING TO REMAIN.
H
EXISTING TO REMAIN (REMODEL):THE GARAGE MASS IS
EXISTING TO REMAIN.
I
TWO (2) SEPARATE DOORS:THE TWO (2) GARAGE DOOR
LAYOUT IS EXISTING TO REMAIN.
J
K
EIGHT FEET (8') DOORS:ALL DOORS FACING THE STREET
ARE NOT TALLER THAN EIGHT FEET (8').
L
ONE-STORY HEIGHT:THE PROPOSED ENTRY CANOPY
DOES NOT EXCEED THE ONE-STORY HEIGHT LIMIT.
M
PRINCIPAL WINDOW GROUP: THE PRINCIPAL WINDOW
CONSIST OF A GROUPING OF WINDOWS, INCLUDING A
GLASS FRONT DOOR, THAT COMBINED EXCEED ELEVEN
FEET (11') IN WIDTH AND NINE FEET (9') IN HEIGHT.
N
ONE-STORY MAX. WINDOW SPAN: NO STREET-FACING
WINDOW VERTICALLY SPANNING MORE THAT ONE-STORY
IS PROPOSED
O
ONE (1) NON-ORTHOGONAL WINDOW PER FACADE: THE
PROPOSED BUILDING DOES NOT HAVE MORE THAN ONE (1)
NON-ORTHOGONAL WINDOW PER STREET-FACING FACADE.
P
LIGHT WELLS:LIGHT WELLS ARE LOCATED ON THE SIDES
OF THE BUILDING, AWAY FROM THE FRONT-MOST WALL
OF THE STREET-FACING FACADE AND THE STREET.
Q
CONSISTENT MATERIALS:THE EXTERIOR MATERIALS
ARE UNIFORM THROUGHOUT; THEREFORE, QUALITY AND
APPLICATION ARE CONSISTENT ON ALL SIDES.
BUILDING ORIENTATION:
BUILD-TO REQUIREMENT:
ONE-STORY ELEMENT:
GARAGE ACCESS:
GARAGE PLACEMENT:
GARAGE DIMENSIONS:
GARAGE DOOR DESIGN:
ENTRY CONNECTION:
DOOR HEIGHT:
ENTRY PORCH HEIGHT:
PRINCIPAL WINDOW:
WINDOW PLACEMENT:
NON-ORTHOGONAL WINDOW LIMIT:
LIGHT WELL/STAIRWELL LOCATION:
MATERIALS:OPEN FRONT PORCH:THE FRONT FACADE OF THE
PRINCIPAL BUILDING FEATURES A FRONT PORCH
PRIMARY ENTRANCE, OPEN ON TWO (2) SIDES, AND
EXCEEDS THE FIFTY (50) SQUARE FEET MINIMUM.
LOGGIA: THE ENTRANCE TO THE PRINCIPAL BUILDING IS
SET IN AN OPEN LOGGIA. THE LOGGIA IS FLANKED BY A
ONE-STORY ELEMENT ENCASING THE STAIR THE LOWER
LEVEL. THE WIDTH OF THE LOGGIA MEETS THE TWENTY
PERCENT (20%) MINUMUM WIDTH AND EXCEEDS THE
FIFTY (50) SQUARE FEET MINIMUM AREA.
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
1
:
3
0
:
2
3
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.223
EAST EXTERIOR ELEVATION
-PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 EAST EXTERIOR ELEVATION - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
59
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
DA
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ GARAGE
109'-8"T.O. PLATE @ GUEST BATH
109'-6"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O. CONC. @ LOWER LEVEL
85'-1"
1
A.323
1
A.321B C E F
C
01
101
A
B
06
B
07
B
04
B
03
B
02
B
05
B
01
B
34
C
09
B
31
B
29
12
:
1
2
12
12
12
12
12
12
1
1
1
3
2
1
T.O. L.L. FOOT. REF. STRL
82'-7"
T.O. L.L. FOOT. REF. STRL
82'-7"
B
35
B
30
B
28
B
25
110
A
110
B
P
B C
FGH
I J K
M
L
N*
O
Q
12
12
10
'
-
0
"
5
9
5
9'
-
8
3
/
4
"
2
A.403
3
A.403
2
A.404
B
09
2
A.604
4
A.606
4
A.607
25'-0" OVER EXISTING GRADE
(MOST RESTRICTIVE)
LINE OF SETBACK @
WEST ELEVATION
LINE OF SETBACK @
WEST ELEVATION
25
'
-
0
"
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
1/3 POINT FROM
EAVE TO RIDGE
A.607
3
1/3 POINT FROM
EAVE TO RIDGE *EXISTING TO REMAIN
1 VERTICAL WOOD SIDING
2
4
1X WOOD FASCIA
5
1/2 ROUND METAL GUTTER
6
7
KEYNOTE LEGEND
3
COMPOSITE SHAKE ROOF
8
STANDING SEAM METAL ROOF
SQUARE CUT STONE
PAINTED STEEL
ROUND METAL DRAIN PIPE
9 PAINTED METAL PANEL
RESIDENTIAL DESIGN STANDARDS
26.410.030. SINGLE-FAMILY STANDARDS
ARTICULATION OF BUILDING MASS:
A OFF-SET WITH ONE-STORY GROUND LEVEL CONNECTOR:
THE EXISTING STRUCTURE IS PARTIALLY REVISED,
REDUCING A PORTION OF ITS MASS, TO MAKE A
SUBORDINATE CONNECTOR FOR THE PRINCIPAL
BUILDING. THE CONNECTOR IS SETBACK AT LEAST FIVE
FEET (5') FROM THE FLANKING SIDEWALLS.
B
STRONG ORIENTATION:THE FRONT FACADE OF THE
BUILDING IS ORIENTED TO FACE THE STREET. THIS
BUILDING ORIENTATION IS EXISTING TO REMAIN.
C
D
EEXISTING TO REMAIN (REMODEL):LESS THAN SIXTY
PERCENT (60%) OF THE FRONT FACADE OF THE
PRINCIPAL BUILDING IS WITHIN FIVE FEET (5') OF THE
MINIMUM FRONT YARD SET BACK LINE. THE FRONT
FACADE MASS, CLOSE TO AND PARALLEL THE STREET, IS
EXISTING TO REMAIN. THE SUBJECT FACADES WILL
REMAIN IN THE EXISTING FOOTPRINT.
PROJECTING ONE-STORY ELEMENT: THE FRONT FACADE
OF THE PRINCIPAL BUILDING HAS AN EXISTING TO
REMAIN ONE-STORY STREET FACING ELEMENT
PROJECTING IN EXCESS OF SIX FEET (6') FROM THE
FRONT FACADE. THE STREET FACING ELEMENT ALSO
EXCEEDS THE TWENTY OERCENT (20%) OF THE
BUILDING'S OVERALL WIDTH.
F
EXISTING TO REMAIN (REMODEL): ALLEY/PRIVATE
STREET ACCESS IS NOT AVAILABLE. VEHICULAR ACCESS
IS EXISTING TO REMAIN, FORWARD OF THE FRONT
FACADE.
G
EXISTING TO REMAIN (REMODEL): THE GARAGE
LOCATION IS EXISTING TO REMAIN.
H
EXISTING TO REMAIN (REMODEL):THE GARAGE MASS IS
EXISTING TO REMAIN.
I
TWO (2) SEPARATE DOORS:THE TWO (2) GARAGE DOOR
LAYOUT IS EXISTING TO REMAIN.
J
K
EIGHT FEET (8') DOORS:ALL DOORS FACING THE STREET
ARE NOT TALLER THAN EIGHT FEET (8').
L
ONE-STORY HEIGHT:THE PROPOSED ENTRY CANOPY
DOES NOT EXCEED THE ONE-STORY HEIGHT LIMIT.
M
PRINCIPAL WINDOW GROUP: THE PRINCIPAL WINDOW
CONSIST OF A GROUPING OF WINDOWS, INCLUDING A
GLASS FRONT DOOR, THAT COMBINED EXCEED ELEVEN
FEET (11') IN WIDTH AND NINE FEET (9') IN HEIGHT.
N
ONE-STORY MAX. WINDOW SPAN: NO STREET-FACING
WINDOW VERTICALLY SPANNING MORE THAT ONE-STORY
IS PROPOSED
O
ONE (1) NON-ORTHOGONAL WINDOW PER FACADE: THE
PROPOSED BUILDING DOES NOT HAVE MORE THAN ONE (1)
NON-ORTHOGONAL WINDOW PER STREET-FACING FACADE.
P
LIGHT WELLS:LIGHT WELLS ARE LOCATED ON THE SIDES
OF THE BUILDING, AWAY FROM THE FRONT-MOST WALL
OF THE STREET-FACING FACADE AND THE STREET.
Q
CONSISTENT MATERIALS:THE EXTERIOR MATERIALS
ARE UNIFORM THROUGHOUT; THEREFORE, QUALITY AND
APPLICATION ARE CONSISTENT ON ALL SIDES.
BUILDING ORIENTATION:
BUILD-TO REQUIREMENT:
ONE-STORY ELEMENT:
GARAGE ACCESS:
GARAGE PLACEMENT:
GARAGE DIMENSIONS:
GARAGE DOOR DESIGN:
ENTRY CONNECTION:
DOOR HEIGHT:
ENTRY PORCH HEIGHT:
PRINCIPAL WINDOW:
WINDOW PLACEMENT:
NON-ORTHOGONAL WINDOW LIMIT:
LIGHT WELL/STAIRWELL LOCATION:
MATERIALS:OPEN FRONT PORCH:THE FRONT FACADE OF THE
PRINCIPAL BUILDING FEATURES A FRONT PORCH
PRIMARY ENTRANCE, OPEN ON TWO (2) SIDES, AND
EXCEEDS THE FIFTY (50) SQUARE FEET MINIMUM.
LOGGIA: THE ENTRANCE TO THE PRINCIPAL BUILDING IS
SET IN AN OPEN LOGGIA. THE LOGGIA IS FLANKED BY A
ONE-STORY ELEMENT ENCASING THE STAIR THE LOWER
LEVEL. THE WIDTH OF THE LOGGIA MEETS THE TWENTY
PERCENT (20%) MINUMUM WIDTH AND EXCEEDS THE
FIFTY (50) SQUARE FEET MINIMUM AREA.
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
1
:
3
0
:
2
5
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.224
WEST EXTERIOR ELEVATION
-PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 WEST EXTERIOR ELEVATION - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
60
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
1 1
A.302
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
BUNKROOM
FAMILY ROOMFOYER
SAUNA
LIVING ROOM
2 3 6 8 9457
TO
CLOSET
TO
STORAGE
TO
STORAGE
TO
PWDR
12
:
1
2
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
T.O. LANDING @ STAIR #2
96'-9 1/4"
T.O. LANDING @ STAIR #2
96'-9 1/4"
16"
14"
GRADE BEYOND
TO
CORRIDOR
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
0
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.301
BUILDING SECTION -
FOYER/FAMILY -EXISTING
CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - FOYER/FAMILY - EXISTING CONDITIONS
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
61
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
D A1
A.301
T.O. STRUCT. @ UPPER LEVEL EXIST.
104'-8"
T.O.F.F. @ UPPER LEVEL EXIST.
104'-11 1/2"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.S. @ LOWER LEVEL EXIST.
96'-8"
T.O.F.F. @ LOWER LEVEL EXIST.
96'-9 1/2"
T.O.F.F. @ LOWER LEVEL EXIST.
96'-9 1/2"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ GUEST BATH
109'-6"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"
1
A.303 BCEF
12
12
12
12
12
12
12
12
13
'
-
2
1
/
4
"
LIVING ROOM
BUNKROOM
LAUNDRY
1
G109
1
G110
TO
M. BATH
TO
BED
TO
STORAGE
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
0
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.302
BUILDING SECTION -
FOYER/LIVING -EXISTING
CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - FOYER/LIVING - EXISTING CONDITIONS
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
62
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
T.O. STRUCT. @ BASEMENT EXIST.
91'-5"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
T.O.F.F. @ BASEMENT EXIST.
91'-6 1/2"
1
A.302
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. RIDGE @ MSTR
123'-0 1/2"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF MSTR
113'-11"
T.O. PLATE @ RF FAMILY
108'-11"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"
STORAGE BUNK BATH BUNKROOM STORAGE
FAMILY ROOM FOYER
23689457
TO
ENTRY CLOSET
TO
VESTIBULE
TO
SAUNA
TO
BUNK-
ROOM
12
:
1
2
12
:
1
2
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
G110
1
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
8
/
2
0
2
3
1
1
:
4
6
:
2
0
A
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.303
BUILDING SECTION -
FAMILY/FOYER -EXISTING
CONDITIONS
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - FAMILY/FOYER - EXISTING CONDITIONS
7 2022.10.13 P&Z APPLICATION
10 2023.01.04 PROGRESS
13 2023.02.08 230 LAKE AVE
REVISION
63
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
1 1
A.322
T.O. PLATE @ GARAGE
109'-8"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O.S. @ BUNK/STUDY
86'-7"T.O.S. @ BUNK/STUDY
86'-7"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O.F.F. @ THEATER
85'-4 1/4"
2 3 6 8 9457
109
A
102
A
005
B
T.O. L.L. FOOT. REF. STRL
82'-7"
TV
TV
1
A.401
3
A.401
1
A.404
WI-1
W-1
WI-1WI-1WI-1WI-4W-10
W-1
R-3
R-2
W-1
F-4F-4F-5R-7
W-1
W-15
F-4 F-4
F-1
F-4 F-4
WI-9
WI-9
WI-9
WI-9
WI-9
WI-1 WI-1
CI-2 CI-1
CI-1 CI-1
CI-1
CI-1
CI-1
CI-1
CI-1
CI-1
CI-1
C-1
R-12
B
10
B
08
B
35
105
A
A.504
1
A.504
1
A.503
7
A.503
7
A.504
1
A.504
4
A.504
4
A.504
6
A.501
4
A.501
6
A.501
7
A.501
9
SIM.
T.O. LANDING @ STAIR #2
96'-9 1/4"
T.O. LANDING @ STAIR #2
96'-9 1/4"
3
A.607
4
A.608
12
:
1
2
4"
ALL DEVELOPMENT OUTSIDE THE FIFTEEN-FOOT (15')
SETBACK FROM TOP OF SLOPE SHALL NOT EXCEED A
HEIGHT DELINEATED BY A LINE DRAWN AT A FORTY-FIVE
(45) DEGREE ANGLE FROM GROUND LEVEL AT THE TOP
OF SLOPE. HEIGHT SHALL BE MEASURED AND
DETERMINED BY THE COMMUNITY DEVELOPMENT
DIRECTOR USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
BUNK BEDROOM
027BUNK BATH #1
031
SHOWER
125
STUDY
005
GAME LOUNGE
004
BEDROOM #5
013 BATHROOM #5
014
SALON/WET BAR
104
ENTRY
101
WALK-IN
CLOSET
102
POWDER
112
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
2
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.321
BUILDING SECTION -
BUNK/MEDIA/SALON -
PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - BUNK/MEDIA/SALON - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
64
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O. STRUCT. @ MAIN LEVEL
100'-0"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
T.O. RIDGE @ RF LIVING
125'-2"
T.O. RIDGE @ RF LIVING
125'-2"
D A
T.O. PLATE @ RF LIVING
111'-7"
T.O. PLATE @ GUEST BATH
109'-6"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O.S. @ BUNK/STUDY
86'-7"
T.O.S. @ BUNK/STUDY
86'-7"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O.F.F. @ THEATER
85'-4 1/4"
T.O.F.F. @ THEATER
85'-4 1/4"
1
A.323
1
A.321
A.602
3
BCEF
12
12
12
12
027
A
118
B
101
A
204
A
201
A
B
02
B
03
B
04
B
07
B
06
B
05
B
01
C
01
T.O. L.L. FOOT. REF. STRL
82'-7"
T.O. L.L. FOOT. REF. STRL
82'-7"
2
A.403
3
A.403
F-4F-4
F-4 R-2
WI-1
R-1
R-1
W-1
R-1 R-1
W-1
WI-1
W-1
F-4F-4
F-1
W-5
W-5
W-16
F-2W-17
R-3R-5
SIM.
12
12
12
12
12
12
CI-1
CI-1
CI-1
CI-1 CI-1
008
A
C-2
B
16
B
15
A.501
7
A.501
9
A.503
3
A.505
6
A.505
2 2
A.505
A.507
1
SIM.
A.507
2
A.501
9
A.503
2
A.503
2
A.504
8
T.O. LANDING @ STAIR #2
96'-9 1/4"
T.O. LANDING @ STAIR #2
96'-9 1/4"
2
A.604 4
A.606
4
A.607
A.503
3
A.503
2
A.503
2
STAIR #2
002
ENTRY
101
HALL
016
KITCHEN
107
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
3
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.322
BUILDING SECTION -
KITCHEN/MEDIA/STAFF -
PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - KITCHEN/MEDIA/STAFF - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
65
T.O. STRUCT. @ MAIN LEVEL
100'-0"
10
T.O.F.F. @ MAIN LEVEL
100'-3 1/4"
11
A.322
T.O. RIDGE @ RF GUEST MSTR
123'-6 29/64"
T.O. PLATE @ GUEST MASTER
114'-1 3/4"
T.O. PLATE @ FOYER
112'-4 1/4"
T.O.S. @ LOWER LEVEL
87'-9"
T.O.F.F. @ LOWER LEVEL
88'-0 1/4"
T.O. STRUCT. @ UPPER LEVEL
113'-1 1/2"
T.O.F.F. @ UPPER LEVEL
113'-5"
T.O. PLATE @ UPPER LEVEL
121'-7"
T.O.S. @ BUNK/STUDY
86'-7"
T.O.F.F. @ BUNK/STUDY
86'-10 1/4"
T.O. CONC. @ LOWER LEVEL
85'-1"
T.O.F.F. @ THEATER
85'-4 1/4"
23689457
12
:
1
2
C
11
C
10
C
09
B
34
005
B
007
A
102
A
013
A
006
A
002
A
13
'
-
5
"
T.O. L.L. FOOT. REF. STRL
82'-7"
14
'
-
1
1
"
103
B
103
C
B
33
B
32
2
A.401
1
A.402
2
A.402
3
A.402
1
A.403
A.403
3
R-3
W-1
R-2
W-1
W-1
F-4F-4 R-7
W-5
W-5
WI-6
WI-1
F-1
F-1
F-1
F-4
F-4F-4
R-10
WI-9
WI-9
W-15
WI-9
C-1C-1
R-12
CI-1
CI-1
R-2
R-11
CI-1
CI-1
CI-1 CI-3 CI-1
038
A
037
A
W-15
A.501
9
A.501
4
SIM.
T.O. LANDING @ STAIR #2
96'-9 1/4"
3
A.606
3
A.609ALL DEVELOPMENT OUTSIDE THE FIFTEEN-
FOOT (15') SETBACK FROM TOP OF SLOPE
SHALL NOT EXCEED A HEIGHT DELINEATED
BY A LINE DRAWN AT A FORTY-FIVE (45)
DEGREE ANGLE FROM GROUND LEVEL AT
THE TOP OF SLOPE. HEIGHT SHALL BE
MEASURED AND DETERMINED BY THE
COMMUNITY DEVELOPMENT DIRECTOR
USING THE DEFINITION FOR HEIGHT SET
FOURTH AT SECTION 26.575.020
BEDROOM #5
013
STAIR #1
001
HALL
015 MECHANICAL
008
ENTRY
101
LIVING
105
Consultant
ARCHITECTURE PLANNING
+
( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0
6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1
SHEET TITLE
BILL POSS AND ASSOCIATES,
ARCHITECTURE AND PLANNING, P.C.
THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE
PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN
PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.
BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN
ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT THERETO.
c 2021
PROJECT NO:
Issue:
SCALE:
2/
1
3
/
2
0
2
3
4
:
2
5
:
0
4
P
M
230 LAKE AVENUE
REMODEL
230 LAKE AVENUE ASPEN, CO 81611
A.323
BUILDING SECTION -
LIVING/MEDIA/THEATER -
PROPOSED
21932.00
SCALE 1/4" = 1'-0"1 BUILDING SECTION - LIVING/MEDIA/THEATER - PROPOSED
3 2021.12.08 PERMIT
7 2022.10.13 P&Z APPLICATION
8 2022.11.02 P&Z APPLICATION
10 2023.01.04 PROGRESS
11 2023.01.06 P&Z APPLICATION
12 2023.01.09 P&Z APPLICATION
13 2023.02.08 230 LAKE AVE
REVISION
66
15
'
Existing Large Mature Evergreen Trees
Outline of Canopy Shown. These Existing Trees
Occlude over 50% of the Proposed Architectural Elevation
from the Hallam Lake Preserve.
7880.00'+Stone Paving
Walkway
7
8
7
5
Gravel
Trees to be removed (typ.)
Mitigation and removal as per
coordination w/ City Parks Department
TOP OF SLOPE
1
5
'
O
F
F
S
E
T
F
R
O
M
T
O
P
O
F
S
L
O
P
E
PROPERT
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
SETBACK
PROPERTY LINE
SETBACK
S
E
T
B
A
C
K
Scale: 1/8" = 1'-0"
0 2 8 164
Stone Patio
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
7880.25'+
+7880.75'+7879.47'7880.17'+2.5% Slope5.3% Slope
Trench Drain
D
N
Sod
Sod
Sod
Sod
Spa
Bench
Native Perennials
Native Perennials
STREAM MARGIN PER
CITY OF ASPEN GIS DEPT.
HALLAM LAKE
NATURE PRESERVE
Lower Boundary Area of Hallam Bluff
ESA Review Per City of Aspen GIS Dept.
Sod
NATIVE VEGETATIVE SCREENING PER
PARKS DEPT. REQUIREMENTS (Typ.of 4)
NATIVE VEGETATIVE SCREENING PER
PARKS DEPT. REQUIREMENTS (Typ.of 4)
7
8
8
0
788
0
7
8
7
9
7
8
7
7
7876
787
7
78
7
8
7
8
7
9
78807880
787
8
78
7
7
7
8
7
6
7
8
8
1
Area Drain
Gravel Drip Edge
7880
7
7
7
8
7
98
0
2% SLOPE
7880.61'+
8
0
2% SLOPE
DN
Bristlecone Pine
Residence
Garage
Entry
+7879.66'
+7881.00'
Architectural 100'-3"=
Site 7881.00'
+7879.50'
Native Grass
Lake Avenue Row
10'-0"
Stone Paving
Auto Court
18
'
-
0
"
Upper Lower Boundary Area of Hallam Bluff
ESA Review Per City of Aspen GIS Dept.
Existing Concrete Gutter
SE
T
B
A
C
K
SETBACK
25
'
-
4
"
Existing Trash
Enclosure
L
a
k
e
A
v
e
n
u
e
Stone Patio
DN
Native Grass
Native PerennialsNative Perennials
Gravel Drip Edge
Sculpture
Window Well
Egress(TYP)
Architectural Screen/ Fence @ 6' Tall
15'-0"
Architectural Screen/
Privacy Fence @ 6' Tall
Native Grass
Existing Wrought
Iron Picket Fence
Existing Chain Link
Fence Section
Native Perennials
Stepping Stones
7880.85'+
7880.85'+
Hand seeding or hydroseeding is acceptable, appropriate mulch to be used with either.Approved mulches: hay, hydromulch, or bonded fiber matrix
A Plantago-based tackifier, or similar approved product, must be applied on all mulch at the rate of 150 lbs per acre to prevent wind from blowing straw off the re-vegetated areas.
Planting & General Notes
1. Contractor to verify with owner and utility companies the locations of all utilities prior to
excavation. It is the responsibility of the contractor to locate all existing utilities, whether
shown on the plans or not.
2. Examine finish surface, grades, topsoil quality and depth. Do not start any work until
unsatisfactory conditions have been corrected. Verify limits of work before starting.
3. Contractor to repair all damages to existing conditions.
4. All plant masses to be contained within bark mulch bed unless otherwise noted.
5. Bedline to be no less than 18" and no more than 24" from outer edge of plant material
branching.
6. All shrubs to be a minimum of 4'-0" from pavement edge unless specifically noted otherwise.
7. Contractor shall maintain positive drainage in lawn areas.
8. Fine grade all lawn areas to provide a smooth and continual grade free of irregularities
or depressions.
9. In areas designated "perennials", landscape contractor to prepare soil with minium 8" deep
plant mixture and a minimum 2" deep bark mulch for subsequent planting by owner.
10. Quantities shown are intended to assist contractors in evaluting their own take offs and
are not guaranteed as accurate representations of required materials. The contractor
shall be responsible for his bid quantities as required by plan and specifications.
11. Coordinate landscape installation with installation of Automatic Irrigation System
Use a rain sensor with Automatic Irrigation System.
12. Final Planting Plan to adhere to City of Aspen Wels Standards.
13. Locate an erosion control fence along the top of the river bank prior to excavation. Maintain
the erosion control fence throughout the duration of construction.
14. Any Plantings between the rear of the Residence and top of river bank are to be native.
15. Residence shall be located to conform to pertinent Front, Rear, and Side Yard Setbacks.
16. Only native landscape plantings & revegetaion can occur between the Residence and top of bank.
17. Exterior lighting to be low and downcast and located on the Architecture. No lighting shall be
directed toward the river.
18. Historic Drainage Patterns and Rates are to be maintained along the Hallam Lake Bluff.
Karl Foerster Grass Calamagrostis x acutiflora22 5 Gal
Sod2,477 s.f.
2,225 s.f.
852s.f.
Native Grass
Perennials & Groundcovers (locate in field)
Select Catmint37 Nepeta racemosa 'Select'5 Gal
Blue Avena Grass14 Helictotrichon sempervirens 5 Gal
(locate in field)
Plant List
Qty. Common Name Botanical Name Size
May Night Purple Salvia, Red Carpet Stone Crop Sedum, Narrow Leaf Purple Coneflower,
Dwarf Blue Rabbit Brush, Red Velvet Yarrow.
Proposed Perennials
Native Seed Mix
Karl Foerster Ornamental Grass
Nepeta
Blue Avena Grass
Karl Foerster
Ornamental Grass
Nepeta
Blue Avena Grass
Stepping Stones
Native Grass
15' Offset
f
r
o
m
Top of Slo
p
e
10'-0"
SETBACK
7880.25'++7880.25'
Area Drain
01 Bristlecone Pine Pinus aristata 5' Tall
North
Summer Sun Angle
No.Date Revision Notes
Drawn By:NS
Scale:1/8" = 1'-0"
Date:10/28/2020
1 1of
230 Lake Avenue
Aspen Colorado 81611
S
L.1.001
Schematic
Landscape Plan
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07/10/21 Architectural Revision
02/03/23 Architectural Revision
TREE DRIPLINE
Architectural Screen/
Privacy Fence @ 6' Tall
Window Well Egress
Light Fixture Location
Proposed Exterior Light
67
X
X
X
X
X
2.
1
'
15.7
'
4.
5
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12.9
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3.
9
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13.5
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3.
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5.1'
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5.2'
2.
2
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5.5'
6.
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'
7.7'
6.
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LOT 17
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UNIT A
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N 42
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78
8
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2
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25
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7
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∆=9°50'33"
R
=483.05'
L=82.98'
ChB=S50°26'11"E
ChL=82.88'
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'
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'
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'
9.
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'
34.9
'
LOT 16
LOT TOTAL = 12,118 S.F.±
COVERED LOT TOTAL = 4218 S.F.±
MULTI LEVEL WOOD & BRICK
HOUSE WITH BASEMENT
230 LAKE AVENUE
LOT 15
WOGAN LOT SPLIT
1ST AMENDED
LOT 17
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AS
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COA GPS #9 N. 6TH
& W. FRANCIS
BEARS S87°12'34"W
1542.16'
COA GPS #8
N. GARMISCH & W. FRANCIS
BEARS S37°01'10"E 788.47'
7,850' MSL
CONTOUR LINE
100' HORIZ. OFFSET
7,850' MSL
CONTOUR LINE
HALLAM LAKE
NATURE PRESERVE
TO
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#5 REBAR & CAP
L.S. #9184
#5 REBAR BEARS
N54°14'06"E 2.57'
FENCE
FENCE
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#5 REBAR & CAP
L.S. #9184
#5 REBAR & CAP
L.S. #ILLEGIBLE
TBM EL=7880.78'
#5 REBAR & CAP
L.S. #37935 SET
2' WITNESS CORNER
T1
T39
T38
T2
T7
T4
T3
T5
T6
T8
T9
T10
T11
T13
T14
T15
T16
T18
T19
T20
T22
T23
T24
T25
T26T27
T28
T40
T41
T21
T32T33
T30
T29
T36
T37
F.F.
7881.00'
F.F.
7880.95'
F.F.
7879.70
F.F.
7879.66
F.F.
7879.66
RIDGE
7905.43
T
T.V.
DISH
F.F. LOWER
LEVEL 7877.52'
F.F. UPPER
LEVEL 7885.77'
F.F. UPPER
LEVEL 7885.64'
F.F. DECK
7880.13'
F.F. DECK
7880.81'
F.F. TOP
LANDING
7884.96'
CHIMNEY
7904.1'
F.F.
7880.97'
CHIMNEY
7906.4'
F.F. DECK
7880.10'
RIDGE
7902.66'
T12
T42
T34
T35
T17
T31
7880.2'
7880.1'
7879.9'
7879.7'
7879.5'
7879.3'
7876.8'
7876.9'
7878.4'
7879.0'
7879.8'
7880.6'7881.0'
RIDGE
7902.80'
F.F.
7880.94'
RIDGE
7902.86'7879.6'
7879.8'
G
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GAS LINE
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CABLE TV LINE
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TELEPHONE LINE
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EX-UE
UNDERGROUND
ELECTRIC LINE
1.00'
WINDOW WELL
BOTTOM 7873.48'
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
SS
SS
SS
SS
SS
SS
SS
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SS
APPROXIMATE
SEWER SERVICE
LOCATION
TREE
DRIPLINE
TREE
DRIPLINE
7880
7
8
7
9
78
7
8
78
7
7
7877
787
7
78
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8
7879
78
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9
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8
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GROUND
7878.55'
GROUND
7878.23'
GROUND
7878.62'
GROUND
7879.38'
10'
1
5
'
10'
25
.
3
3
'
15' B
U
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S
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A
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A
25'4
"
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10'
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PE
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C
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A
SLOPE TABLE
NUMBER
1
2
3
MIN. SLOPE
0.001%
20.000%
30.000%
MAX. SLOPE
20.000%
30.000%
1000.000%
COLOR AREA
7489.69
382.15
28.16
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED
UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH
DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE
COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
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 S u r v ey ing, Inc.
Since 2 0 0 7
18018
1 OF 1
230 ASPEN, LLC
CITY OF ASPEN, COLORADO
IMPROVEMENT SURVEY PLAT
LOT 16, HARMON GROUP-TOMLINSON
LLA - 230 LAKE AVENUE
JRN
JRN
APRIL 03, 2018
018-UPDATE
7 07/02/21 UPDATE TOPO AND SLOPE ANALYSIS JRN
8 07/19/21 UPDATE SURVEY JRN
9 06/08/22 UPDATE SLOPE TABLE JRN
4 07/14/22 UPDATE SURVEY JRN
5 07/20/22 UPDATE SURVEY JRN
IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY
LOT 16, HARMON GROUP - TOMLINSON LOT LINE ADJUSTMENT
ACCORDING TO THE PLAT RECORDED JANUARY 17, 1990 IN PLAT BOOK 23 AT PAGE 77
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
LOT 16, HARMON GROUP - TOMLINSON LOT LINE ADJUSTMENT, ACCORDING TO THE PLAT
RECORDED JANUARY 17, 1990 IN PLAT BOOK 23 AT PAGE 77, 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 STEWART TITLE COMPANY, FILE NO. 505351, DATED
EFFECTIVE AUGUST 09, 2019.
2) THE DATE OF THIS SURVEY WAS MARCH 30, 2018, AUGUST 26, 2019 AND FEBRUARY 10 AND
AUGUST 19, 2020, MAY 31, AND JULY 13, 2022.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N80°24'01"E BETWEEN THE
SOUTHWESTERLY CORNER OF LOT 16, A #5 REBAR & CAP L.S. #ILLEGIBLE FOUND IN PLACE AND
THE NORTHERLY ANGLE POINT IN THE EASTERLY LINE OF LOT 16, A #5 REBAR & CAP L.S. #9184
FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE SHAW AND WPW JOINT VENTURE SUBDIVISION EXEMPTION
PLAT RECORDED JUNE 03, 1977 IN PLAT BOOK 5 AT PAGE 91 AND THE HARMON GROUP -
TOMLINSON LOT LINE ADJUSTMENT PLAT RECORDED JANUARY 17, 1990 IN PLAT BOOK 23 AT
PAGE 77 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN
PLACE.
6) ACCORDING TO CITY OF ASPEN COMMUNITY DEVELOPMENT THE SUBJECT PROPERTY IS
ZONED R-6. BUILDING SETBACKS ARE AS FOLLOWS: FRONT YARD 10' FOR PRINCIPAL BUILDINGS
AND 15' FOR ACCESSORY BUILDINGS, REAR YARD 10' FOR PORTION OF PRINCIPAL BUILDING
USED SOLELY AS A GARAGE AND 5' FOR ACCESSORY BUILDINGS, SIDE YARD 15' OR 35' PLUS 1
FOOT FOR EACH ADDITIONAL 400 SQUARE FEET OF GROSS LOT AREA, TO A MAXIMUM OF 50' OF
TOTAL SIDE YARD. BUILDING SETBACK SHOULD BE VERIFIED WITH COMMUNITY
DEVELOPMENT PRIOR TO ANY PLANNING, DESIGN OR CONSTRUCTION.
7) ELEVATIONS AS SHOWN ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN
COLORADO RTVRN GPS NETWORK (NAVD 88 ORTHO DATUM) YIELDING AN ELEVATION OF
7880.78' ON THE SOUTHEASTERLY CORNER AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
N
E
S
W
0
30
60
90
120
150
180
210
240
270
300
330
P
e
ak S u r v e y i ng,
I
n
c
.
010 10 20 405
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'
COLO R A D O L ICENS
E
D
P
R
O
F
ESSIONAL L A N D SURVEYOR
JASO N R . NEI
L
37935
IMPROVEMENT SURVEY STATEMENT
I, JASON R. NEIL, HEREBY CERTIFY TO 230 LAKE, LLC., A COLORADO LIMITED LIABILITY
COMPANY, 230 ASPEN, LLC., A COLORADO LIMITED LIABILITY COMPANY AND TO STEWART
TITLE 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 MARCH 30, 2018, AUGUST 26, 2019 AND FEBRUARY 10 AND AUGUST 19,
2020, MAY 31, AND JULY 13, 2022; THAT, IN THE PREPARATION OF THIS IMPROVEMENT SURVEY
PLAT, I RELIED UPON STEWART TITLE COMPANY, FILE NO. 505351, DATED EFFECTIVE AUGUST 09,
2019; 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: JULY 20, 2022
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
68
300 SO SPRING ST | 202 | ASPEN, CO 81611
970.925.2855 | BENDONADAMS.COM
February 13, 2023
Aspen Planning and Zoning Commission
c/o Garrett Larimer
RE: 230 Lake Avenue – Special Review, Hallam Lake Bluff, RDS
Dear Community Development and P&Z,
Please accept this revised application for Special Review, Hallam Lake Bluff, and Residential Design
Standards to remodel an existing non-conforming structure located at 230 Lake Avenue. The application
was originally submitted on December 8, 2021 and has been revised to respond to City referral department
feedback. The property is zoned R-6 and is subject to Hallam Lake Bluff Review. Proposed changes
conform to R-6 setback requirements and reduce existing non-conformities related to site coverage and
Hallam Lake Bluff requirements.
Background
The property is within the R-6 Zone District and is roughly 12,118 square feet (sf) in size with a net lot area
of 11,898.76 sf after deducting steep slopes. The home was built in 1980 and is considered a legally
established non-conforming structure due to its location within setbacks, intrusion into the Hallam Lake
Bluff 45 degree view plane, and exceeding allowable floor area and site coverage. The home was built in
accordance with the applicable Land Use Codes at the time; however, the Code has significantly changed
in the past 40 years and the existing home no longer meets these requirements.
Figures 1 & 2: Existing condition and vicinity map.
69
230 Lake Ave
Planning and Zoning Commission
Proposal
The 230 Lake Avenue project proposes a remodel that does not trigger demolition. All new construction
meets current setback requirements. The project cures a portion of the structure that sits in the northwest
side setback. Special Review is required for new openings, materials, exterior changes, the proposed new
northwest wall between the garage and the kitchen, and the reduction of site coverage. Existing site
coverage is 34.35%, which is proposed to be reduced to 31.3%. While the non-conformity is significantly
reduced, it does not quite comply with the required maximum of 30% site coverage for the lot. Hallam
Lake Bluff review is required due to the location of the property above Hallam Lake.
There are no impacts to the neighborhood and the proposed project brings a non-conforming structure
into closer conformance with the northwest side setback. The project conforms to Hallam Lake Bluff
review standards as demonstrated in Exhibit A.2. Residential Design Standards are addressed in Exhibit
A.3 – variations from Articulation of Building Mass and Entry Connection are requested. Design
alternatives that meet the intent of the standard and work with an existing non-conforming building are
proposed.
We believe the requested remodel of a non-conforming structure is well within the spirit and intent of the
City’s Land Use Code and is necessary to avoid an unreasonable hardship upon the landowner. Approval
would be defensible from a standard-of-review standpoint and a responsible action of the Commission.
The 230 Lake project anticipates the complete build-out of the entire development right – including a full
basement of at least 4,900 sf for a total combined gross area of roughly 9,294 sf. Plans associated with
this application should be considered conceptual in nature and subject to modification by the landowner
prior to construction.
We look forward to your review and commentary, as well as the opportunity to discuss this request with
the Planning and Zoning Commission. Please let us know if we can provide additional information or if you
would like to schedule a site visit.
Kind Regards,
Kind Regards,
Sara Adams, AICP
sara@bendonadams.com
970-925-2855
Attachments:
A – Standards of Review
a.1 Special Review
a.2 Hallam Lake
a.3 Residential Design Standards
B – Land Use application
C - Agreement to pay form
D - Authorization to represent
E - Disclosure of ownership
F - HOA compliance form
G – Pre-application summary
H - Vicinity Map
I – Mailing list
J – Drawings
K – Survey
70
Exhibit A.1
Non-conforming Structures &
Special Review
Replacement of Non-Conforming Structure
26.312.030 Non-conforming structures
(a) Authority to continue. A nonconforming structure devoted to a use permitted in the zone district in
which it is located may be continued in accordance with the provisions of this Chapter.
Response – The R6 zone district allows single family residential as a permitted use.
(b) Normal maintenance. Normal maintenance to nonconforming structures may be performed without
affecting the authorization to continue as a nonconforming structure.
Response – The aging building is proposed to be remodeling which will address all existing
maintenance issues like drainage, inefficient energy systems, etc.
(c) Extensions. A nonconforming structure shall not be extended by an enlargement or expansion that
increases the nonconformity. A nonconforming structure may be extended or altered in a manner that
does not change or that decreases the nonconformity.
Response - The proposed changes to the existing non-conforming structure (setbacks, site coverage,
floor area, Hallam Lake Bluff) do NOT extend or enlarge the existing non-conformities.
• All new construction meets setback requirements and the entire lower level basement is
proposed to be removed in order to comply with setback requirements.
• Site coverage is reduced significantly to better comply with the zone district requirements.
• The area of roof that extends into the 45 degree Hallam Lake height restriction is proposed to
be removed. The project proposed complete compliance with Hallam Lake requirements.
(d) Relocation. A nonconforming structure shall not be moved unless it thereafter conforms to the
standards and requirements of the zone district in which it is located.
Response – n/a.
(e) Unsafe structure. Any portion of a nonconforming structure which becomes physically unsafe or
unlawful due to lack of repairs and maintenance and which is declared unsafe or unlawful by a duly
authorized City official, but which an owner wishes to restore, repair or rebuild shall only be restored,
repaired or rebuilt in conformity with the provisions of this Title.
Response – n/a.
(f) Ability to restore.
(1) Non-purposeful destruction. Any nonconforming structure that is Demolished or destroyed
by an act of nature or through any manner not purposefully accomplished by the owner, may
be restored as of right if a building permit for reconstruction is submitted within twenty-four
(24) months of the date of Demolition or destruction.
71
(2) Purposeful destruction. Any nonconforming structure which is purposefully demolished or
destroyed may be replaced with a different structure only if the replacement structure is in
conformance with the current provisions of this Title or unless replacement of the
nonconformity is approved pursuant to the provisions of Chapter 26.430, Special Review. Any
structure which is nonconforming in regards to the permitted density of the underlying zone
district may maintain that specific nonconformity only if a building permit for the replacement
structure is submitted within twelve (12) months of the date of demolition or destruction.
Response – The City defines demolition as removal of 40% of exterior structure, and until recently,
has interpreted this section of the Land Use Code to be applicable only if a project proposed
demolition. The 230 Lake remodel project does not propose demolition and the areas of alteration
either decrease the non-conformity in compliance with Section 26.312.030.c (Site coverage) or are
fully compliant with underlying zoning (setbacks and Hallam Lake Bluff).
The existing Allowable Floor Area is maintained in this project as demolition is not triggered. Gross
Floor Area and Mitigation Floor Area are terms that do not apply to this project – both terms were
adopted in August 2022 well after this project was submitted for review. Prior to the August 2022
Code amendments (under the Code applicable to the 230 Lake remodel project), Gross Floor Area
only applied to mixed use buildings that require a non-unit space calculation, as per the definitions
below (emphasis added):
Gross floor area. For the purposes of calculating non-unit space, gross floor area is the total floor
area considering all inclusions and exclusions as calculated herein plus gross area of all subgrade
levels measured from interior wall to interior wall.
Non-unit space. The floor area, considering all inclusions and exclusions as calculated herein,
within a lodge, hotel or mixed use building that is commonly shared. (Also see Section
26.575.020 - Calculations and Measurements.)
26.430.040 Special Review
26.430.040.A. Dimensional requirements. Whenever the dimensional requirements of a proposed
development are subject to special review, the development application shall only be approved if the
following conditions are met:
1. The mass, height, density, configuration, amount of open space, landscaping and setbacks of the
proposed development are designed in a manner which is compatible with or enhances the character
of surrounding land uses and is consistent with the purposes of the underlying zone district.
Response – The proposed exterior changes comply with the R-6 zone district or reduce exiting non-
conformities. The northwest setback will have more open space than currently. The remodel updates
an aging building that will better contribute to the overall neighborhood context and be more energy
efficient.
Site coverage is reduced from 34.35% to 31.3%, where 30% is required. Reduction of an existing non-
conformity is allowed pursuant to Land Use Code Section 26.312.030.c “Extensions. A nonconforming
structure shall not be extended by an enlargement or expansion that increases the nonconformity. A
72
nonconforming structure may be extended or altered in a manner that does not change or that
decreases the nonconformity.”
2. The applicant demonstrates that the proposed development will not have adverse impacts on
surrounding uses or will mitigate those impacts, including but not limited to the effects of shading,
excess traffic, availability of parking in the neighborhood or blocking of a designated view plane.
Response – The remodeled building will not have adverse impacts on the neighborhood or any effect
on shading, parking, traffic, or view planes. There is no change to the impacts of the neighborhood –
the building is reducing or completely eliminating existing non-conformities.
26.430.040.B. Replacement of nonconforming structures. Whenever a structure or portion thereof, which
does not conform to the dimensional requirements of the zone district in which the property is located is
proposed to be replaced after demolition, the following criteria shall be met:
1. The proposed development shall comply with the conditions of Subsection 26.430.040.A above;
Response – See response to these criteria, above.
2. There exist special characteristics unique to the property which differentiate the property from other
properties located in the same zone district;
Response – This property is an existing non-conforming structure that received a certificate of
occupancy in 1980. Demolition is not proposed, and all changes comply with underlying zoning.
Windows, materials, and landscaping are updated as part of this application. A sidewall is shifted
interior to the lot to comply with R6 Zoning, and the basement is proposed to be enlarged within the
R6 setback requirements.
3. No dimensional variations are increased, and the replacement structure represents the minimum
variance that will make possible the reasonable use of the property; and
Response – The building will remain in its current location – and the only wall proposed to move will
comply with R6 requirements. The proposed remodel reduces an existing non-conformity from
34.35% site coverage to 31.3% site coverage. This is the minimum variance needed to reasonably
remodel the project and to not trigger the demolition threshold.
4. Literal enforcement of the dimensional provisions of the zone district would cause unnecessary
hardship upon the owner by prohibiting reasonable use of the property.
Response – Literal interpretation would effectively prohibit a remodel of an aging structure with
infrastructure, structural, and aesthetic degradation, and would result in an unnecessary hardship
upon the owner. The net result of a literal enforcement would be to prohibit renovation of the building
and prohibit the necessary upgrades for the property to be safe and useable. Reasonable use of the
property includes the ability for current uses to continue and the ability to make reasonable and
responsible upgrades. Prohibiting these upgrades leads to prohibiting the existing use of the building
73
and prohibiting the economic utility of the property. This presents an unnecessary hardship upon the
property.
The location of the existing home was in full conformance with the zone district at the time of
completion. The code has changed over time to, among other things, include a maximum site
coverage percentage. The applicant did not create this situation. The parcel has existed in this
configuration for decades and is not the result of the owner’s actions. Complying with site coverage
would trigger demolition which creates an unnecessary hardship for the property owner. The request
to reduce the existing non-conformity, and request a small variance, is the minimum necessary for
basement level to be useable, and to provide the property with the same privilege allowed other
properties in the same zone district.
74
Exhibit A.2
Hallam Lake Bluff Review
26.435.060. Hallam Lake Bluff review.
C. Hallam Lake Bluff review standards. No development shall be permitted within the Hallam Lake Bluff
ESA unless the Planning and Zoning Commission makes a determination that the proposed development
meets all of the following requirements:
1. No development, excavation or fill, other than native vegetation planting, shall take place below
the top of slope.
Response – As demonstrated in Exhibit J, there is no development proposed below the top of slope.
2. All development within the fifteen-foot setback from the top of slope shall be at grade. Any
proposed development not at grade within the fifteen-foot setback shall not be approved unless
the Planning and Zoning Commission determines that the following conditions can be met:
a) A unique condition exists on the site where strict adherence to the top-of-slope setback
will create an unworkable design problem.
b) Any intrusion into the top-of-slope setback or height limit is minimized to the greatest
extent possible.
c) Other parts of the structure or development on the site are located outside the top-of-
slope setback line or height limit to the greatest extent possible.
d) Landscape treatment is increased to screen the structure or development in the setback
from all adjoining properties.
Response – All development within the 15 feet setback is at grade as demonstrated in Exhibit J.
3. All development outside the fifteen-foot setback from top of slope shall not exceed a height
delineated by a line drawn at a forty-five-degree angle from ground level at the top of slope. Height
shall be measured and determined by the Community Development Director using the definition
for height set forth at Section 26.104.100 and the method of calculating height set forth at Section
26.575.020.
Response – As shown in Exhibit J, there is no new intrusion into the 45-degree angle drawn from the top
of slope.
4. A landscape plan shall be submitted with all development applications. Such plan shall include
native vegetative screening of no less than fifty percent (50%) of the development as viewed from
the rear (slope) of the parcel. All vegetative screening shall be maintained in perpetuity and shall
be replaced with the same or comparable material should it die.
Response – A landscape plan is included in Exhibit J that demonstrates native plantings and screening.
5. All exterior lighting shall be low and downcast with no light(s) directed toward the nature
preserve or located down the slope and shall be in compliance with Section 26.575.150.
Response – All exterior lighting complies with City regulations, and is not directed toward Hallam Lake or
down the slope.
75
Exhibit A.2
Hallam Lake Bluff Review
6. No fill material or debris shall be placed on the face of the slope. Historic drainage patterns and
rates must be maintained. Pools or hot tubs cannot be drained down the slope.
Response – Historic drainage patterns are maintained, fill material and debris is not placed on the face of
the top of slope. Pools and hot tubs are not drained down the top of slope.
7. Site sections drawn by a registered architect, landscape architect or engineer shall be submitted
showing all existing and proposed site elements, the top of slope and pertinent elevations above
sea level.26.435.100.
Response – Site sections are included in Exhibit J.
76
Exhibit A.3
Residential Design Standards Variance
26.410.020.d Variation Review Standards. An application requesting a variation from the Residential
Design Standards shall demonstrate and the deciding board shall find that the variation, if granted would:
1) Provide an alternative design approach that meets the overall intent of the standard and indicated
in the intent statement for that standard, as well as the general intent statements in Section
26.410.010.a 1 – 3; or
2) Be clearly necessary for reasons of fairness related to unusual site-specific constraints.
Response –
230 Lake requests approval for a variance from RDS 26.410.030.B.1 Location and Massing. The existing
building does not comply with this standard – the remodel proposes to shift the northwest wall in toward
the property to comply with R6 setbacks and to create a connecting element between the existing garage
and the kitchen. In order to meet setback requirements, the connecting element does not have a 5 foot
setback from the garage wall on the south elevation. The proposed remodel project meets the intent of
the standard (provided below) and meets R6 requirements.
Intent. This standard seeks to reduce the overall perceived mass and bulk of buildings on a
property as viewed from all sides. Designs should promote light and air access between adjacent
properties. Designs should articulate building walls by utilizing multiple forms to break up large
expansive wall planes. Buildings should include massing and articulation that convey forms that
are similar in massing to historic Aspen residential buildings. This standard is critical in the Infill
Area where small lots, small side and front setbacks, alleys and historic Aspen building forms
are prevalent. Designs should change the plane of a building's sidewall, step a primary building's
height down to one-story in the rear portion or limit the overall depth of the structure.
230 Lake requests approval for a variance from RDS 26.410.030.D.1 Entry Connection. The existing
building does not comply with this standard. The remodel proposes to shift the front door in order to
accommodate the hallway connection between the garage and the kitchen. A front porch is proposed that
is open on two sides; however, the south side is open (i.e. not connected) and faces an existing wall. The
intent of the standard is met – the front porch creates a connection between the street and the building.
There is no other way to meet this standard considering the configuration of the existing building.
Intent. This standard seeks to promote visual and physical connections between buildings and
the street. Buildings should use architectural and site planning features to establish a connection
between these two (2) elements. Buildings shall not use features that create barriers or hide the
entry features of the house such as fences, hedgerows or walls. Buildings and site planning
features should establish a sense that one can directly enter a building from the street through
the use of pathways, front porches, front doors that face the street and other similar methods.
This standard is critical in all areas of the city.
77
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
LAND USE APPLICATION
Project Name and Address:_________________________________________________________________________
Parcel ID # (REQUIRED) _____________________________
APPLICANT:
Name: ______________________________________________________________________________________________
Address: _______________________________________________________________________________________________
Phone #: ___________________________ email: __________________________________
REPRESENTIVATIVE:
Name: _________________________________________________________________________________________________
Address:________________________________________________________________________________________________
Phone#: _____________________________ email:___________________________________
Description: Existing and Proposed Conditions
Review: Administrative or Board Review
Have you included the following?FEES DUE: $ ______________
Pre-Application Conference Summary
Signed Fee Agreement
HOA Compliance form
All items listed in checklist on PreApplication Conference Summary
Required Land Use Review(s):
Growth Management Quota System (GMQS) required fields:
Net Leasable square footage _________ Lodge Pillows______ Free Market dwelling units ______
Affordable Housing dwelling units_____ Essential Public Facility square footage ________
78
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
DIMENSIONAL REQUIREMENTS FORM
Project and Location ____________________________________________________________________
Applicant: ____________________________________________________________________________
Gross Lot Area: __________Zone Zone District: _______ Net Lot Area: __________
Please fill out all relevant dimensions
Single Family and Duplex Residential
Existing Allowed Proposed
1) Floor Area (square feet)
2) Maximum Height
3) Front Setback
4) Rear Setback
5) Side Setbacks
6) Combined Side Setbacks
7) % Site Coverage
8) Minimum distance between buildings
Proposed % of demolition ______
Commercial
Proposed Use(s)____________________
Existing Allowed Proposed
1) FAR (Floor Area Ratio)
2) Floor Area (square feet)
3) Maximum Height
4) Off-Street Parking Spaces
5) Second Tier (square feet)
6) Pedestrian Amenity (square feet)
Proposed % of demolition ______
Existing non-conformities or encroachments:
Variations requested:
**Please refer to section 26.575.020 for information on how to calculate Net Lot Area
Multi-family Residential
Existing Allowed Proposed
1) Number of Units
2) Parcel Density (see 26.710.090.C.10)
3) FAR (Floor Area Ratio)
4) Floor Area (square feet)
4) Maximum Height
5) Front Setback
6) Rear Setback
7) Side Setbacks
Proposed % of demolition ______
Lodge
Additional Use(s)____________________
Existing Allowed Proposed
1) FAR (Floor Area Ratio)
2) Floor Area (square feet)
3)Maximum Height
4)Free Market Residential(square feet)
4) Front setback
5) Rear setback
6) Side setbacks
7) Off-Street Parking Spaces
8) Pedestrian Amenity (square feet)
Proposed % of demolition ______
Complete only if required by the PreApplication checklist
79
80
81
REPORT Page 1 of 2 Rev. 12/01/2012
Document must be filed electronically.
Paper documents are not accepted.
Fees & forms are subject to change.
For more information or to print copies
of filed documents, visit www.sos.state.co.us.
ABOVE SPACE FOR OFFICE USE ONLY
Periodic Report
filed pursuant to §7-90-301, et seq. and §7-90-501 of the Colorado Revised Statutes (C.R.S)
ID number: ______________
Entity name: ______________________________________________________
Jurisdiction under the law of which the
entity was formed or registered: ______________________________________________________
1. Principal office street address: ______________________________________________________
(Street name and number)
______________________________________________________
__________________________ _____ ____________________
(City) (State) (Postal/Zip Code)
_______________________ ______________ (Province – if applicable) (Country – if not US)
2. Principal office mailing address: ______________________________________________________
(if different from above) (Street name and number or Post Office Box information)
______________________________________________________
__________________________ _____ ____________________
(City) (State) (Postal/Zip Code)
_______________________ ______________
(Province – if applicable) (Country – if not US)
3. Registered agent name: (if an individual) ____________________ ______________ ______________ _____
(Last) (First) (Middle) (Suffix)
or (if a business organization) ______________________________________________________
4. The person identified above as registered agent has consented to being so appointed.
5. Registered agent street address: ______________________________________________________
(Street name and number)
______________________________________________________
__________________________ CO ____________________
(City) (State) (Postal/Zip Code)
6. Registered agent mailing address: ______________________________________________________
(if different from above) (Street name and number or Post Office Box information)
______________________________________________________
__________________________ _____ ____________________
(City) (State) (Postal/Zip Code)
_______________________ ______________
(Province – if applicable) (Country – if not US)
20191647077
230 Lake LLC
Colorado
533 East Hopkins Ave
Third Floor
Aspen CO 81611
United States
C/O Alejandro Garcia
520 Madison Avenue, 20 FL
New York NY 10022
United States
COGENCY GLOBAL INC.
7700 E. Arapahoe Road, Suite 220
Centennial 80112
Colorado Secretary of State
Date and Time: 08/11/2020 10:28 AM
ID Number: 20191647077
Document number: 20201693461
Amount Paid: $10.00
82
REPORT Page 2 of 2 Rev. 12/01/2012
Notice:
Causing this document to be delivered to the secretary of state for filing shall constitute the affirmation or
acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the
individual's act and deed, or that the individual in good faith believes the document is the act and deed of the
person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity
with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic
statutes, and that the individual in good faith believes the facts stated in the document are true and the
document complies with the requirements of that Part, the constituent documents, and the organic statutes.
This perjury notice applies to each individual who causes this document to be delivered to the secretary of
state, whether or not such individual is named in the document as one who has caused it to be delivered.
7. Name(s) and address(es) of the
individual(s) causing the document
to be delivered for filing: ____________________ ______________ ______________ _____
(Last) (First) (Middle) (Suffix)
______________________________________________________
(Street name and number or Post Office Box information)
______________________________________________________
__________________________ ____ ______________________
(City) (State) (Postal/Zip Code)
_______________________ ______________
(Province – if applicable) (Country – if not US)
(The document need not state the true name and address of more than one individual. However, if you wish to state the name and address
of any additional individuals causing the document to be delivered for filing, mark this box and include an attachment stating the
name and address of such individuals.)
Disclaimer:
This form, and any related instructions, are not intended to provide legal, business or tax advice, and are
offered as a public service without representation or warranty. While this form is believed to satisfy minimum
legal requirements as of its revision date, compliance with applicable law, as the same may be amended from
time to time, remains the responsibility of the user of this form. Questions should be addressed to the user’s
attorney.
Knezevich Richard A.
533 East Hopkins Ave
Third Floor
Aspen CO 81611
United States
83
Land Title Guarantee Company
Customer Distribution
PREVENT FRAUD - Please remember to call a member of our closing team when
initiating a wire transfer or providing wiring instructions.
Order Number:Q62013777 Date: 12/03/2021
Property Address:230 LAKE AVE, ASPEN, CO 81611
PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS
For Closing Assistance For Title Assistance
Land Title Roaring Fork Valley Title
Team
533 E HOPKINS #102
ASPEN, CO 81611
(970) 927-0405 (Work)
(970) 925-0610 (Work Fax)
valleyresponse@ltgc.com
Seller/Owner
230 LAKE LLC
Delivered via: No Commitment Delivery
BENDONADAMS
Attention: ERIN WACKERLE
300 S SPRING STREET SUITE 202
Aspen, CO 81611
(406) 531-0806 (Cell)
(970) 925-2855 (Work)
erin@bendonadams.com
Delivered via: Electronic Mail
84
Land Title Guarantee Company
Estimate of Title Fees
Order Number:Q62013777 Date: 12/03/2021
Property Address:230 LAKE AVE, ASPEN, CO 81611
Parties:A BUYER TO BE DETERMINED
230 LAKE LLC, A COLORADO LIMITED LIABILITY
COMPANY
Visit Land Title's Website at www.ltgc.com for directions to any of our offices.
Estimate of Title insurance Fees
"TBD" Commitment $217.00
Total $217.00
If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at
closing.
Thank you for your order!
Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants
conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal
assistance in order to fully understand and be aware of the implications of the effect of these documents on your
property.
Chain of Title Documents:
Pitkin county recorded 12/02/2019 under reception no.
660853
Plat Map(s):
Pitkin county recorded 01/17/1990 at book 23 page 77
85
Copyright 2006-2021 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing
as of the date of use. All other uses are prohibited. Reprinted under license from the
American Land Title Association.
Property Address:
230 LAKE AVE, ASPEN, CO 81611
1.Effective Date:
11/26/2021 at 5:00 P.M.
2.Policy to be Issued and Proposed Insured:
"TBD" Commitment
Proposed Insured:
A BUYER TO BE DETERMINED
$0.00
3.The estate or interest in the land described or referred to in this Commitment and covered herein is:
A FEE SIMPLE
4.Title to the estate or interest covered herein is at the effective date hereof vested in:
230 LAKE LLC, A COLORADO LIMITED LIABILITY COMPANY
5.The Land referred to in this Commitment is described as follows:
LOT 16, HARMON GROUP-TOMLINSON LOT LINE ADJUSTMENT PLAT, AS SHOWN ON THE PLAT
RECORDED JANUARY 17, 1990 IN PLAT BOOK 23 AT PAGE 77.
COUNTY OF PITKIN
STATE OF COLORADO
ALTA COMMITMENT
Old Republic National Title Insurance Company
Schedule A
Order Number:Q62013777
86
ALTA COMMITMENT
Old Republic National Title Insurance Company
Schedule B, Part I
(Requirements)
Order Number: Q62013777
All of the following Requirements must be met:
This proposed Insured must notify the Company in writing of the name of any party not referred to in this
Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company
may then make additional Requirements or Exceptions.
Pay the agreed amount for the estate or interest to be insured.
Pay the premiums, fees, and charges for the Policy to the Company.
Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or
both, must be properly authorized, executed, delivered, and recorded in the Public Records.
The following will be required should the Company be requested to issue a future commitment to insure:
1.EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS, CONDITIONS AND PROVISIONS OF
THE CITY OF ASPEN TRANSFER TAX HAVE BEEN SATISFIED.
2.PROVIDE LAND TITLE GUARANTEE COMPANY WITH A CURRENT IMPROVEMENT LOCATION
CERTIFICATE OF SUBJECT PROPERTY. THIS REQUIREMENT IS NECESSARY TO DELETE STANDARD
EXCEPTIONS 1 THROUGH 3. UPON REVIEW, ADDITIONAL REQUIREMENTS AND/OR EXCEPTIONS MAY
BE NECESSARY.
NOTE: ANY MATTERS DISCLOSED BY SAID IMPROVEMENT LOCATION CERTIFICATE WILL BE
REFLECTED ON SAID POLICY(S) TO BE ISSUED HEREUNDER.
NOTE: LAND TITLE IS NOT RESPONSIBLE FOR ORDERING SAID IMPROVEMENT LOCATION
CERTIFICATE.
3.WRITTEN CONFIRMATION THAT THE INFORMATION CONTAINED IN STATEMENT OF AUTHORITY FOR
230 LAKE LLC, A COLORADO LIMITED LIABILITY COMPANY RECORDED DECEMBER 02, 2019 UNDER
RECEPTION NO. 660852 IS CURRENT.
NOTE: SAID INSTRUMENT DISCLOSES RICHARD A. KNEZEVICH AS THE MANAGER AUTHORIZED TO
EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING OR OTHERWISE AFFECTING TITLE TO REAL
PROPERTY ON BEHALF OF SAID ENTITY. IF THIS INFORMATION IS NOT ACCURATE, A CURRENT
STATEMENT OF AUTHORITY MUST BE RECORDED.
4.GOOD AND SUFFICIENT DEED FROM 230 LAKE LLC, A COLORADO LIMITED LIABILITY COMPANY TO A
BUYER TO BE DETERMINED CONVEYING SUBJECT PROPERTY.
NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY WHEN THE BUYERS
NAMES ARE ADDED TO THIS COMMITMENT. COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF
ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE
AND ANY AMENDMENTS THERETO.
THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO.
87
This commitment does not republish any covenants, condition, restriction, or limitation contained in any
document referred to in this commitment to the extent that the specific covenant, conditions, restriction,
or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender
identity, handicap, familial status, or national origin.
1.Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be
ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land.
2.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records.
3.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that
would be disclosed by an accurate and complete land survey of the Land and not shown by the Public
Records.
4.Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by
law and not shown by the Public Records.
5.Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the
public records or attaching subsequent to the effective date hereof but prior to the date of the proposed
insured acquires of record for value the estate or interest or mortgage thereon covered by this
Commitment.
6.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that
levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public
agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown
by the records of such agency or by the Public Records.
7.(a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the
issuance thereof; (c) water rights, claims or title to water.
8.RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM
SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN
UNITED STATES PATENT RECORDED JUNE 08, 1888, IN BOOK 55 AT PAGE 2.
9.EASEMENTS, NOTES, RIGHTS OF WAY AND ALL MATTERS AS SHOWN ON THE PLAT OF SHAW AND
WPW JOINT VENTURE SUBDIVISION EXEMPTIONS PLAT RECORDED JUNE 3, 1977 IN PLAT BOOK 5 AT
PAGE 91.
10.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN EASEMENT AGREEMENT
RECORDED SEPTEMBER 21, 1981 IN BOOK 414 AT PAGE 652.
11.EASEMENTS, NOTES, RIGHTS OF WAY AND ALL MATTERS AS SHOWN ON THE HARMON GROUP-
TOMLINSON LOT LINE ADJUSTMENT PLAT RECORDED JANUARY 17, 1990 IN PLAT BOOK 23 AT PAGE
77.
12.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN ORDINANCE NO. 29, SERIES
OF 2018 RECORDED NOVEMBER 21, 2018 AS RECEPTION NO. 652127.
ALTA COMMITMENT
Old Republic National Title Insurance Company
Schedule B, Part II
(Exceptions)
Order Number: Q62013777
88
LAND TITLE GUARANTEE COMPANY
DISCLOSURE STATEMENTS
Note: Pursuant to CRS 10-11-122, notice is hereby given that:
Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the
clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least
one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that,
the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or
filing information at the top margin of the document.
Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters
which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for
recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title
Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal
documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy
when issued.
Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of
Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following
conditions:
No coverage will be given under any circumstances for labor or material for which the insured has contracted for or
agreed to pay.
The Subject real property may be located in a special taxing district.(A)
A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in
which the real property is located or that county treasurer's authorized agent unless the proposed insured provides
written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real
property).
(B)
The information regarding special districts and the boundaries of such districts may be obtained from the Board of
County Commissioners, the County Clerk and Recorder, or the County Assessor.
(C)
The land described in Schedule A of this commitment must be a single family residence which includes a
condominium or townhouse unit.
(A)
No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land
described in Schedule A of this Commitment within the past 6 months.
(B)
The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and
material-men's liens.
(C)
The Company must receive payment of the appropriate premium.(D)
If there has been construction, improvements or major repairs undertaken on the property to be purchased within
six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include:
disclosure of certain construction information; financial information as to the seller, the builder and or the
contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company,
and, any additional requirements as may be necessary after an examination of the aforesaid information by the
Company.
(E)
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Note: Pursuant to CRS 10-11-123, notice is hereby given:
This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface
estate, in Schedule B-2.
Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or
information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may
include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance
company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for
the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award
payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of
Regulatory Agencies.
Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing
protection letter for the lender, purchaser, lessee or seller in connection with this transaction.
Note: Pursuant to CRS 10-1-11(4)(a)(1), Colorado notaries may remotely notarize real estate deeds and other
documents using real-time audio-video communication technology. You may choose not to use remote notarization for
any document.
That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the
surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other
minerals, or geothermal energy in the property; and
(A)
That such mineral estate may include the right to enter and use the property without the surface owner's
permission.
(B)
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JOINT NOTICE OF PRIVACY POLICY OF
LAND TITLE GUARANTEE COMPANY,
LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY
LAND TITLE INSURANCE CORPORATION AND
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance
Corporation and Old Republic National Title Insurance Company.
We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state
privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence
is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized
access to your non-public personal information ("Personal Information").
In the course of our business, we may collect Personal Information about you from:
applications or other forms we receive from you, including communications sent through TMX, our web-based
transaction management system;
your transactions with, or from the services being performed by us, our affiliates, or others;
a consumer reporting agency, if such information is provided to us in connection with your transaction;
and
The public records maintained by governmental entities that we obtain either directly from those entities, or from
our affiliates and non-affiliates.
Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows:
We restrict access to all Personal Information about you to those employees who need to know that information in
order to provide products and services to you.
We may share your Personal Information with affiliated contractors or service providers who provide services in the
course of our business, but only to the extent necessary for these providers to perform their services and to
provide these services to you as may be required by your transaction.
We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your
Personal Information from unauthorized access or intrusion.
Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action.
We regularly assess security standards and procedures to protect against unauthorized access to Personal
Information.
WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT
IS NOT STATED ABOVE OR PERMITTED BY LAW.
Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We
may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for
example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your
Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is
needed to enforce our rights arising out of any agreement, transaction or relationship with you.
Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy
policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration
Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction
thereof.
91
Commitment For Title Insurance
Issued by Old Republic National Title Insurance Company
NOTICE
IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE
POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS
COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT.
THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER
REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING
ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND
CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED.
THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN
ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE
CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. .
COMMITMENT TO ISSUE POLICY
Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance
Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is
effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the
specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met
within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end.
COMMITMENT CONDITIONS
1. DEFINITIONS
2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates
and the Company’s liability and obligation end.
3. The Company’s liability and obligation is limited by and this Commitment is not valid without:
4. COMPANY’S RIGHT TO AMEND
The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or
other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The
Company shall not be liable for any other amendment to this Commitment.
5. LIMITATIONS OF LIABILITY
i. comply with the Schedule B, Part I—Requirements;
ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or
iii. acquire the Title or create the Mortgage covered by this Commitment.
“Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a)
“Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any
property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues,
alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy.
(b)
“Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c)
“Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company
pursuant to this Commitment.
(d)
“Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e)
“Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this
Commitment.
(f)
“Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters
relating to real property to purchasers for value and without Knowledge.
(g)
“Title”: The estate or interest described in Schedule A.(h)
the Notice;(a)
the Commitment to Issue Policy;(b)
the Commitment Conditions;(c)
Schedule A;(d)
Schedule B, Part I—Requirements; and(e)
Schedule B, Part II—Exceptions; and(f)
a counter-signature by the Company or its issuing agent that may be in electronic form.(g)
The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the
Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed
Insured’s good faith reliance to:
(a)
The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the
matter and did not notify the Company about it in writing.
(b)
The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the
Commitment included the added matter when the Commitment was first delivered to the Proposed Insured.
(c)
The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment
Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount.
(d)
The Company shall not be liable for the content of the Transaction Identification Data, if any.(e)
92
6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT
7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT
The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the
Company’s agent for the purpose of providing closing or settlement services.
8. PRO-FORMA POLICY
The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma
policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure.
9. ARBITRATION
The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of
either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at
http://www.alta.org/arbitration.
IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown
in Schedule A to be valid when countersigned by a validating officer or other authorized signatory.
Issued by:
Land Title Guarantee Company
3033 East First Avenue Suite 600
Denver, Colorado 80206
303-321-1880
Craig B. Rants, Senior Vice President
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Land Title Insurance Corporation. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II—Exceptions; and
a counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright 2006-2016 American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are
prohibited. Reprinted under license from the American Land Title Association.
In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements
have been met to the satisfaction of the Company.
(f)
In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g)
Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a)
Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b)
Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject
matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral,
express or implied, relating to the subject matter of this Commitment.
(c)
The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the
terms and provisions of this Commitment or the Policy.
(d)
Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e)
When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f)
93
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090
Homeowner Association Compliance Policy
All land use applications within the City of Aspen are required to include a Homeowner Association
Compliance Form (this form) certifying the scope of work included in the land use application complies
with all applicable covenants and homeowner association policies. The certification must be signed by
the property owner or Attorney representing the property owner.
Property
Owner (“I”):
Name:
Email: Phone No.:
Address of
Property:
(subject of
application)
I certify as follows: (pick one)
□This property is not subject to a homeowners association or other form of private covenant.
□This property is subject to a homeowners association or private covenant and the improvementsproposed in this land use application do not require approval by the homeowners association orcovenant beneficiary.
□This property is subject to a homeowners association or private covenant and the improvementsproposed in this land use application have been approved by the homeowners association or
covenant beneficiary.
I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the
applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I
understand that this document is a public document.
Owner signature: date:
Owner printed name:
or,
Attorney signature: date:
Attorney printed name:
230 Lake LLC
alan@fiocchigroup.com 917-330-3727
230 Lake Avenue, Aspen CO 81611
94
PRE-APPLICATION CONFERENCE SUMMARY
PRE-21-046
DATE: March 31st, 2021
PLANNER: Sophie Varga, Sophie.Varga@CityofAspen.com
PROJECT ADDRESS: 230 Lake Street
PARCEL ID# 2735-124-88-001
APPLICANT: Sara Adams, sara@bendonadams.com
DESCRIPTION: The subject property is located in the Medium Density Residential (R-6) zone district.
The property is currently developed with a single-family residence; a significant portion of the existing
structure is in a side yard setback and it appears that the site does not comply with the maximum
site coverage requirement or combined yard setback requirement. The applicant is requesting to
demolish and rebuild portions of the structure that are non-conforming. The applicant is also
proposing exterior improvements in the rear yard. The applicant is requesting Special Review for
Replacement of Nonconforming Structures. This area is in the Hallam Lake Bluff Environmentally
Sensitive Area (ESA); the proposed scope is subject to ESA review by the Planning & Zoning
Commission. The reviews can be combined before the Planning & Zoning Commission.
An exterior stairway is proposed in the East side yard setback; this must meet the requirements in
26.575.020.F.5, Allowed Projections into Setbacks.
The application should include responses to Section 26.430.040.B – Review Standards for Special
Review and responses to Section 26.435.060.C- Hallam Lake Bluff Review Standards.
RELEVANT ASPEN MUNICIPAL CODE SECTIONS:
Section Number Section Title
26.304 Common Development Review Procedures
26.430 Special Review
26.435.060 Hallam Lake Bluff Review
26.575.020.F Measuring Setbacks
26.710.040 Medium-Density Residential Zone District (R-6)
For your convenience – links to the Land Use Application and Land Use Code are below:
Land Use Application Land Use Code
REVIEW BY: Staff for determination of complete application
Planning and Zoning Commission for Approval
REQUIRED LAND USE REVIEW(S):
Special Review
Hallam Lake Bluff Review
PUBLIC HEARING: Yes, at each review step
95
PLANNING FEES: $3,250 for 10 billable hours of staff time. (Additional/ lesser hours will be billed/
refunded at a rate of $325 per hour.)
REFERRAL FEES: ENGINEERING: $325 for 1 billable hour of staff time (additional/lesser hours will
be billed/refunded at a rate of $325 per hour).
PARKS: $975 flat fee
TOTAL DEPOSIT: $4,550
APPLICATION CHECKLIST – Please submit one paper copy of the following:
Completed Land Use Application and signed fee Agreement.
Pre-application Conference Summary (this document).
Street address and legal description of the parcel on which development is proposed to
occur, consisting of a current (no older than 6 months) certificate from a title insurance
company, an ownership and encumbrance report, or attorney licensed to practice in the
State of Colorado, listing the names of all owners of the property, and all mortgages,
judgments, liens, easements, contracts and agreements affecting the parcel, and
demonstrating the owner’s right to apply for the Development Application.
Applicant’s name, address and telephone number in a letter signed by the applicant
that states the name, address and telephone number of the representative authorized to
act on behalf of the applicant.
HOA Compliance form.
A vicinity map locating the parcel within the City of Aspen.
Site improvement survey (no older than a year from submittal) including topography and
vegetation showing the current status, certified by a registered land surveyor, licensed in
the state of Colorado. The survey should show setbacks and the Hallam Lake Bluff.
A written description of the proposal and an explanation in written, graphic, or model form
of how the proposed development complies with the review standards relevant to the
development application and relevant land use approval associated with the property.
While complete architectural drawings for the proposed work are not required, the
applicant must adequately demonstrate the need for replacing a non-conformity.
Written responses to all review criteria in section 26.430.040.B
Written responses to all review criteria in Section 26.435.060.C
Once the application is deemed complete by staff, the following will then need to be submitted:
1 digital PDF copy of the application.
Total deposit for review of the application.
Disclaimer:
The foregoing summary is advisory in nature only and is not binding on the City. The summary is
based on current zoning, which is subject to change in the future, and upon factual
representations that may or may not be accurate. The summary does not create a legal or
vested right.
96
212
210
201
229
232
250
234
426
206
215
210
225
212
525
423
414
326 322
306
315
311
329
311
309
315
100
108
360
230
300
350
280
330
214
340
301
320
240
PD
N 2N
D
S
T
W FR
A
N
C
I
S
S
T
W SMU
G
G
L
E
R
S
T
N 2N
D
S
T
N 1
S
T
S
T
N 1S
T
S
T
N 2
N
D
S
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W S
M
U
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E
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S
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LA
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A
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LA
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N 2N
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T
Date: 6/1/2021
Geographic Information Systems
This map/drawing/image is a graphical
representation of the features
depicted and is not a legal representation.
The accuracy may change
depending on the enlargement or reduction.
Copyright 2021 City of Aspen GIS
0 0.02 0.040.01
mi
When printed at 8.5"x11"
4
Legend
Urban Growth Boundary (UGB)
Emissions Inventory Boundary
(EIB)
City of Aspen
Greenline 8040
Stream Margin
Hallam Bluff ESA
Historic Sites
Historic Districts
Parcels
Zone Overlay
DRAINAGE
LP PD
DRAIN/TRANS
GCS PD
L PD
LP
PD
Zoning
R-3 High Density Residential
AH Affordable Housing
R/MF Residential/Multi-Family
R/MFA Residential/Multi-Family
R-6 Medium Density Residential
R-15 Moderate Density
Residential
R-15-A Moderate Density
Residential
R-15B Moderate Density
Residential
R-30 Low Density Residential
RR Rural Residential
L Lodge
CL Commercial Lodge
CC Commercial Core
C-1 Commercial
SCI Service Commercial
Industrial
NC Neighborhood Commercial
MU Mixed Use
SKI Ski Area Base
C Conservation
OS Open Space
P Park
Scale: 1:2,051
230 Lake Ave. Vicinity
Map
97
Pitkin County Mailing List of 300 Feet Radius
Pitkin County GIS presents the information and data on this web
site as a service to the public. Every effort has been made to
ensure that the information and data contained in this electronic
system is accurate, but the accuracy may change. Mineral
estate ownership is not included in this mailing list. Pitkin County
does not maintain a database of mineral estate owners.
Pitkin County GIS makes no warranty or guarantee concerning
the completeness, accuracy, or reliability of the content at this
site or at other sites to which we link. Assessing accuracy and
reliability of information and data is the sole responsibility of the
user. The user understands he or she is solely responsible and
liable for use, modification, or distribution of any information or
data obtained on this web site.
This document contains a Mailing List formatted to be
printed on Avery 5160 Labels. If printing, DO NOT "fit to
page" or "shrink oversized pages." This will manipulate the
margins such that they no longer line up on the labels
sheet. Print actual size.
From Parcel: 273512488001 on 12/08/2021
Instructions:
Disclaimer:
http://www.pitkinmapsandmore.com
98
ASPEN RIVER RENDEZVOUS LLC
SARATOGA SPRINGS, NY 12866
PO BOX 422
D W RINGSBY ENTERPRISES LLC
DENVER, CO 80204
1336 GLENARM PL #200
BLOCK FAMILY TRUST
SANTA MONICA, CA 90405
2203 3RD ST #7
PEACHES TRUST
SANTA BARBARA, CA 93101
200 E CARRILLO ST #300
201 WEST SMUGGLER LLC
HOUSTON , TX 77056
2121 SAGE RD #333
SMUGGLER FB3 LLC
NAPLES, FL 34106
PO BOX 2097
CMML PROPERTIES LLC
NEW YORK, NY 10022
120 E 56TH ST #320
426 NORTH SECOND LLC
DALLAS, TX 75205
4502 ABBOTT AVE APT 106B
SCHERMER GREGORY P & GRANT E
ASPEN, CO 81611-1347
210 LAKE AVE
WEST SMUGGLER CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
322 W SMUGGLER
LAND TRUST
MCLEAN, VA 22102
1650 TYSONS BLVD #900
SECOND AND SMUGGLER CONDO ASSOC
ASEPN, CO 81611
COMMON AREA
426 N SECOND ST
315 LAKE LLC
ASPEN, CO 81611
315 LAKE AVE
229 WEST SMUGGLER LLC
DALLAS, TX 75205
4502 ABBOTT AVE APT 106B
326 WEST SMUGGLER LLC
CHARLOTTE, NC 28202
500 E MOORHEAD ST #200
LEWIS JONATHAN D TRUST
ASPEN, CO 81611
414 N FIRST ST
SCHERMER LLOYD G & BETTY A
ASPEN, CO 81611-1347
210 LAKE AVE
CONTINENTAL HOTEL HOLDINGS LLC
NEW YORK, NY 10010
15 E 26TH ST #602
TRIANGLE LAKE LLC
LOS ANGELES, CA 90024
10880 WILSHIRE BLVD #800
TENEDOS LLC
WILMETTE, IL 60091
1630 SHERIDAN RD #56
LAKE 206 LLC
BEVERLY HILLS, CA 90212
PO BOX 3337
BLOCK FAMILY TRUST
SANTA MONICA, CA 90405
2203 3RD ST #7
OAK LODGE LLC
ASPEN, CO 81612
PO BOX 7951
HUNT ELLEN B
ASPEN, CO 81612
PO BOX 8770
322 SMUGGLER LLC
TULSA, OK 74136
6120 S YALE AVE #813
ASPEN CTR FOR ENVIRON STUDIES
ASPEN, CO 81611
100 PUPPY SMITH ST
SCHIFF DAVID T
NEW YORK, NY 10021
1177 AVE OF AMERICAS 42ND FL
CONOVER CATHRINE M
WASHINGTON, DC 20007
1010 WISCONSIN AVE NW #550
320 LAKE LLC
NEW YORK, NY 10028
151 E 85TH ST #C
CITY OF ASPEN
ASPEN, CO 81611
130 S GALENA ST
99
BLOCK FAMILY TRUST
SANTA MONICA, CA 90405
2203 3RD ST #7
GREENBERG ASPEN LP
SAINT LOUIS, MO 63122
230 S BEMISTON AVE #101
100
Exhibit C
Hallam Lake Bluff Review Standards
Sec. 26.435.060. - Hallam Lake Bluff review.
(c) Hallam Lake Bluff review standards. No development shall be permitted within the
Hallam Lake Bluff ESA unless the Planning and Zoning Commission makes a
determination that the proposed development meets all of the following
requirements:
(1) No development, excavation or fill, other than native vegetation planting, shall
take place below the top of slope.
Staff Response: The top of slope is downhill of the east property line, on
land belonging to ACES. No development is proposed below the top of
slope, Staff finds this criterion to be met.
(2) All development within the 15-foot setback from the top of slope shall be at
grade. Any proposed development not at grade within the 15-foot setback shall
not be approved unless the Planning and Zoning Commission determines that
the following conditions can be met:
a. A unique condition exists on the site where strict adherence to the top-of-
slope setback will create an unworkable design problem.
b. Any intrusion into the top-of-slope setback or height limit is minimized to
the greatest extent possible.
c. Other parts of the structure or development on the site are located outside
the top-of-slope setback line or height limit to the greatest extent possible.
d. Landscape treatment is increased to screen the structure or development
in the setback from all adjoining properties.
Staff Response: No development is proposed within the 15’ required
setback uphill of top of slope other than the allowed native grasses
shown on the proposed site plan. Final landscaping plan will be
confirmed prior to building permit issuance. Staff finds this criterion to
be met.
(3) All development outside the 15-foot setback from top of slope shall not exceed
a height delineated by a line drawn at a 45-degree angle from ground level at
the top of slope. Height shall be measured and determined by the Community
Development Director using the definition for height set forth at Section
26.104.100 and the method of calculating height set forth at Section
26.575.020.
Staff Response: The proposed structure does not penetrate the
progressive height limit; Staff finds this criterion to be met.
(4) A landscape plan shall be submitted with all development applications. Such
plan shall include native vegetative screening of no less than fifty percent
(50%) of the development as viewed from the rear (slope) of the parcel. All
vegetative screening shall be maintained in perpetuity and shall be replaced
with the same or comparable material should it die.
101
Exhibit C
Hallam Lake Bluff Review Standards
Staff Response: The landscaping plan includes native vegetation in
planters and mature trees that help to reduce the visual impact of the
development as viewed from Hallam Lake. Staff finds the existing
vegetation and proposed plantings to provide adequate screening. Staff
finds this criterion to be met.
(5) All exterior lighting shall be low and downcast with no light(s) directed toward
the nature preserve or located down the slope and shall be in compliance with
Section 26.575.150.
Staff Response: Three exterior lights shown on the schematic
landscaping and lighting plan on the Hallam Lake side of the property
and are proposed to be downcast. Final compliance with lighting
regulation will be confirmed prior to building permit issuance. Staff finds
this criterion to be met with conditions.
(6) No fill material or debris shall be placed on the face of the slope. Historic
drainage patterns and rates must be maintained. Pools or hot tubs cannot be
drained down the slope.
Staff Response: No fill or debris on the face of the slope is shown on the
plans. Staff finds this criterion to be met.
(7) Site sections drawn by a registered architect, landscape architect or engineer
shall be submitted showing all existing and proposed site elements, the top of
slope and pertinent elevations above sea level.
Staff Response: Adequate documentation was provided in the
application to demonstrate compliance with the Hallam Lake Bluff
Standards. Staff finds this criterion to be met.
102
Exhibit D
Non-Conformities Review Criteria
Sec. 26.312.030. Non-conforming structures.
(a) Authority to continue. A nonconforming structure devoted to a use permitted in the
zone district in which it is located may be continued in accordance with the
provisions of this Chapter.
(b) Normal maintenance. Normal maintenance to nonconforming structures may be
performed without affecting the authorization to continue as a nonconforming
structure.
(c) Extensions. A nonconforming structure shall not be extended by an enlargement or
expansion that increases the nonconformity. A nonconforming structure may be
extended or altered in a manner that does not change or that decreases the
nonconformity.
(1) Historic structures. The first exception to this requirement shall be for a
structure listed on the Aspen Inventory of Historic Landmark Sites and
Structures. Such structures may be extended into front yard, side yard and rear
yard setbacks, may be extended into the minimum distance between buildings
on a lot and may be enlarged, provided, however, such enlargement does not
exceed the allowable floor area of the existing structure by more than five
hundred (500) square feet, complies with all other requirements of this Title
and receives development review approval as required by Chapter 26.415.
(2) Mandatory occupancy accessory dwelling units and carriage houses. The
second exception to this requirement shall be for a property with a detached
Accessory Dwelling Unit or Carriage House ("ADU") having a mandatory
occupancy requirement. Such a detached ADU may be enlarged or expanded
by up to five hundred (500) square feet of floor area, provided that this bonus
floor area shall go entirely to the detached ADU and also provided that the
ADU does not exceed the maximum size allowed for an ADU or carriage
house. The enlargement or expansion must comply with all other requirements
of this Title and shall receive development review approval as required herein.
a. Procedure. The procedure for increasing the maximum floor area of a
property for the purpose of increasing the size of an ADU requires the
submission of a development application. The development application
shall be processed under Chapter 26.430, Special Review.
b. Review Standards. An application for increasing the floor area of a
property for the purpose of increasing the size of an ADU shall meet the
standards in Section 26.520.050, Design Standards, unless otherwise
approved pursuant to Section 26.520.080, Special Review, as well as the
following additional review standards:
1. Newly established floor area may increase the ADU up to a
cumulative maximum of five hundred (500) square feet of floor area
and is required to be mitigated by either of the following two (2)
options.
103
Exhibit D
Non-Conformities Review Criteria
(i) Extinguishment of Historic Transferable Development Right
Certificates ("certificate" or "certificates"). A property owner
may increase the ADU by extinguishment of a maximum of
two (2) certificates with a transfer ratio of two hundred fifty
(250) square feet of floor area per each certificate. Refer to
Chapter 26.535 for the procedures for extinguishing
certificates.
(ii) Extinguishment of unused floor area from another property.
A property owner may increase the maximum floor area of a
property for the purpose of increasing the size of an ADU by
extinguishment of a maximum of five hundred (500) square
feet of available un-built floor area from one (1) property to
the ADU.
2. The additional floor area is a conversion of existing square footage
which was not previously counted in floor area. (Example: storage
space made habitable or the additional floor area creates a more
desirable, livable unit with minimal additional impacts to the bulk and
mass of the ADU structure.
3. The additional floor area creates a unit which is more suitable for
caretaker families.
4. The increased impacts from the larger size are outweighed by the
benefits of having a larger, more desirable ADU.
5. The area and bulk of the ADU structure, after the addition of the
bonus floor area, must be compatible with surrounding uses and the
surrounding neighborhood.
6. For the transfer of allowable floor area through the use of Historic
Transferable Development Right Certificates, the certificates shall be
extinguished pursuant to Chapter 26.535, Transferable Development
Rights.
7. For the transfer of allowable floor area from a non-historically
designated property to an ADU deed-restricted as a mandatory
occupancy unit, the applicant shall record an instrument in a form
acceptable to the City Attorney removing floor area from the sending
property to the mandatory occupancy ADU.
(d) Relocation. A nonconforming structure shall not be moved unless it thereafter
conforms to the standards and requirements of the zone district in which it is
located.
(e) Unsafe structure. Any portion of a nonconforming structure which becomes
physically unsafe or unlawful due to lack of repairs and maintenance and which is
declared unsafe or unlawful by a duly authorized City official, but which an owner
wishes to restore, repair or rebuild shall only be restored, repaired or rebuilt in
conformity with the provisions of this Title.
104
Exhibit D
Non-Conformities Review Criteria
(f) Ability to restore.
(1) Non-purposeful destruction. Any nonconforming structure that is Demolished or
destroyed by an act of nature or through any manner not purposefully
accomplished by the owner, may be restored as of right if a building permit for
reconstruction is submitted within twenty-four (24) months of the date of
Demolition or destruction.
(2) Purposeful destruction. Any nonconforming structure which is purposefully
demolished or destroyed may be replaced with a different structure only if the
replacement structure is in conformance with the current provisions of this Title
or unless replacement of the nonconformity is approved pursuant to the
provisions of Chapter 26.430, Special Review. Any structure which is
nonconforming in regards to the permitted density of the underlying zone
district may maintain that specific nonconformity only if a building permit for the
replacement structure is submitted within twelve (12) months of the date of
demolition or destruction.
a. Density replacement. A duplex or two (2) single-family residences on a
substandard parcel in a zone district permitting such use is a
nonconforming structure and subject to nonconforming structure
replacement provisions. Density on a substandard parcel is permitted to
be maintained but the structure must comply with the dimensional
requirements of the Code including single-family floor area requirements.
Staff Response: The application proposes to reduce or maintain existing non-
conforming dimensional limitations including floor area, setbacks and site
coverage. Site coverage and setbacks are proposed to be minimally reduced.
Floor area is maintained despite an increase in the gross floor area of the
structure by utilizing subgrade floor area exemptions. All new or replaced
development is compliant with underlying zoning. See full response to the
request to continue a non-conformity in Exhibit E.
105
Exhibit E
Special Review – Replacement of a Non-Conforming Structure Review Criteria
Sec. 26.430.040. Review standards for special review.
No development subject to special review shall be permitted unless the Planning
and Zoning Commission makes a determination that the proposed development
complies with all standards and requirements set forth below.
(a) Dimensional requirements. Whenever the dimensional requirements of a
proposed development are subject to special review, the development
application shall only be approved if the following conditions are met.
(1) The mass, height, density, configuration, amount of open space,
landscaping and setbacks of the proposed development are designed in a
manner which is compatible with or enhances the character of surrounding
land uses and is consistent with the purposes of the underlying zone
district.
Staff Response: The proposed development is consistent with the height
and density of the zone district. The property currently exceeds the
maximum allowable floor area permitted in the R-6 zone district. The
existing structure is approximately 5,966 sq. ft. of gross floor area. The
proposed remodel adds a basement and relocates some above grade
floor area to the upper-level main bedroom. The renovation results in a
total of 9,294 sq. ft. gross floor area. Due to subgrade wall area
exemptions, the proposed calculated floor area remains unchanged. The
renovation reduces the amount of development that is non-compliant
with setbacks and all new additions comply with the zone district setback
requirements. The property also exceeds the maximum site coverage
requirement of the zone district (30%). The existing site coverage is
approximately 34.35%, and the renovation reduces the total site coverage
to ~32%.
The proposed renovation reduces or maintains existing non-
conformities, which is permitted by code and brings the property closer
to compliance with the intent and purposes of the zone district. Staff
finds this criterion to be met.
(2) The applicant demonstrates that the proposed development will not have
adverse impacts on surrounding uses or will mitigate those impacts,
including but not limited to the effects of shading, excess traffic, availability
of parking in the neighborhood or blocking of a designated view plane.
Staff Response: The proposed development will not have adverse
impacts on the amount of traffic or parking. No view plane exists over
this property that would be obscured. The adjacent properties will
continue to be affected by the proximity of the structure to the setbacks,
however, Staff does not believe that shading will be a significant issue.
Since any relocated above grade mass is internal to the development, the
proposed development will result in a reduction of negative impacts to
the neighbors. Staff finds this criterion to be met.
106
Exhibit E
Special Review – Replacement of a Non-Conforming Structure Review Criteria
(b) Replacement of nonconforming structures. Whenever a structure or portion
thereof, which does not conform to the dimensional requirements of the zone
district in which the property is located is proposed to be replaced after
demolition, the following criteria shall be met:
(1) The proposed development shall comply with the conditions of Section
26.430.040(a) above;
Staff Response: The application involves demolition and replacement of
portions of the existing non-conforming structure. Staff has found the
proposed development to comply with the requirements of Section
26.430.040.A, see responses above.
(2) There exist special characteristics unique to the property which
differentiate the property from other properties located in the same zone
district;
Staff Response: The project was developed in conformance with the
code when it was built, and the proposed scope reduces or maintains
non-conformities, which is permitted by the code. Staff finds this
criterion to be met.
(3) No dimensional variations are increased, and the replacement structure
represents the minimum variance that will make possible the reasonable
use of the property; and
Staff Response: All dimensions that are non-conforming with underlying
zoning and reduced or maintained. Although Staff is of the opinion that
extending the non-conformities with such a significant investment in a
non-conforming structure without curing the non-conformities is
contrary to the intent of the non-conformities chapter, a reduction of
above grade dimensional non-conformities improves compliance and is
allowed by the code. Staff finds this criterion to be met.
(4) Literal enforcement of the dimensional provisions of the zone district would
cause unnecessary hardship upon the owner by prohibiting reasonable
use of the property.
Staff Response: Literal enforcement of the dimensional provisions of the
zone district would not prevent reasonable use of the property or a
hardship, however, Staff has concluded that the code does not present
the language that would require the applicant to eliminate the non-
conformities, and the proposed renovation maintains or reduces non-
conformities, which is permitted.
107
Exhibit F
RDS Variation Review Criteria
Sec. 26.410.020. – RDS Procedures for Review.
(d) Variation Review Standards. An application requesting a variation from the
Residential Design Standards shall demonstrate and the deciding board shall find
that the variation, if granted would:
(1) Provide an alternative design approach that meets the overall intent of the
standard as indicated in the intent statement for that standard, as well as the
general intent statements in Section 26.410.010(a)(1)—(3); or
(2) Be clearly necessary for reasons of fairness related to unusual site-specific
constraints.
Two standards require an RDS Variation, and Staff’s findings to each request are
below:
1. Section 26.410.030 – Articulation of Building Mass (Non-Flexible):
b. Intent: This standard seeks to reduce the overall perceived mass and
bulk of buildings on a property as viewed from all sides. Designs should
promote light and air access between adjacent properties. Designs
should articulate building walls by utilizing multiple forms to break up
large expansive wall planes. Buildings should include massing and
articulation that convey forms that are similar in massing to historic
Aspen residential buildings. This standard is critical in the Infill Area
where small lots, small side and front setbacks, alleys and historic Aspen
building forms are prevalent. Designs should change the plane of a
building's sidewall, step a primary building's height down to one-story in
the rear portion or limit the overall depth of the structure.
c. Standard. A principal building shall articulate building mass to reduce
bulk and mass and create building forms that are similar in scale to those
seen in historic Aspen residential buildings.
d. Options. Fulfilling at least one of the following options shall satisfy this
standard:
i. Maximum Sidewall Depth. A principal building shall be no greater
than fifty (50) feet in depth, as measured from the front-most wall
of the front façade to the rear wall. An accessory building that is
completely separated from the main building is permitted.
Garages, sheds and accessory dwelling units are examples of
appropriate uses for an accessory building.
ii. Off-set with One-Story Ground Level Connector. A principal
building shall provide a portion of its mass as a subordinate one-
story, ground floor connecting element. The connecting element
shall be at least ten (10) feet in length and shall be setback at
least an additional five (5) feet from the sidewall on both sides of
the building. The connecting element shall occur at a maximum of
forty-five (45) feet in depth, as measured from the front-most wall
108
Exhibit F
RDS Variation Review Criteria
of the front façade to the rear wall. Accessible outdoor space over
the connecting element (e.g. a deck) is permitted but may not be
covered or enclosed. Any railing for an accessible outdoor space
over a connecting element must be the minimum reasonably
necessary to provide adequate safety and building code
compliance and the railing must be fifty percent (50%) or more
transparent.
iii. Increased Side Setbacks at Rear and Step Down. A principal
building shall provide increased side setbacks at the rear of the
building. If the principal building is two (2) stories, it shall step
down to one story in the rear. The increased side setbacks and
one story step down shall occur at a maximum of forty-five (45)
feet, as measured from the front-most wall toward the rear wall.
The increased side setbacks shall be at least five (5) feet greater
than the side setbacks at the front of the building.
Staff Response: The project does not comply with this standard in its
existing configuration. There are two options to qualify for a Variation, the
first is that a hardship exists that prevents compliance, but a hardship is
not found that would warrant relief from this standard. The second is that
a design alternative is provided that meets the intent of the standard, even
if the standard is not met.
In considering a variation to the Articulation of Building Mass Standard,
Staff finds the proposed design meets the Intent of RDS. The intent of
RDS is to 1. Connect to the Street, 2. Respond to neighboring properties,
and 3. To Reflect traditional building scale. The design should be
considered from each façade.
On the north façade the remodel creates significant articulation in the wall
plane and variation between one and two-story massing elements. The
east façade has minimal visibility and no neighbors are behind the
property, so the perceived massing has a minimal, if any impact. On the
south façade, there are multiple breaks in the wall plane and variation
between one- and two-story massing elements. The west façade is street
facing. The structure has a “U” shape that provides articulation when
viewed from the street. The second story massing elements are also to
the rear of the property with one-story elements toward the front, which
further contributes to the articulation of wall planes. The one-story step
down occurs at the front of the building, and the wall plane setbacks don’t
occur within the specified dimensions for compliance, but the proposed
design incorporates articulation that breaks up the massing of the
structure and meets the intent of the standard. Staff finds this criterion to
be met.
109
Exhibit F
RDS Variation Review Criteria
2. Section 26.410.030.D.1 – Entry Connection:
b. Intent. This standard seeks to promote visual and physical connections
between buildings and the street. Buildings should use architectural and
site planning features to establish a connection between these two (2)
elements. Buildings shall not use features that create barriers or hide the
entry features of the house such as fences, hedgerows or walls.
Buildings and site planning features should establish a sense that one
can directly enter a building from the street through the use of pathways,
front porches, front doors that face the street and other similar methods.
This standard is critical in all areas of the city.
c. Standard. A building shall provide a visual and/or physical connection
between a primary entry and the street. On a corner lot, an entry
connection shall be provided to at least one (1) of the two (2) intersecting
streets. Duplexes in a side-by-side configuration shall have one (1) entry
connection per dwelling unit.
d. Options. Fulfilling at least one of the following options shall satisfy this
standard:
i. Street Oriented Entrance. At least one (1) entry door shall be
provided on the front façade of the principal building. The entry
door shall face the street and shall not be set back more than ten
(10) feet from the front-most wall of the front façade of the
principal building. Fencing, hedgerows, walls or other permitted
structures shall not obstruct visibility to the door. See Figure 19.
Staff Response: The front door remains in the current location and has a
covered front porch. The existing design includes a street-oriented
entrance that is more than 10’ from the front most wall with a distinct
pedestrian pathway from the street to the front entry. Given the existing
configuration of the property that is to remain, Staff finds that the entry
porch, street-oriented entrance, and demarcated pathway all contribute to
the pedestrian connection from the street to the primary entrance and the
intent is met. Staff finds this criterion to be met.
110
Residential Design Standards
Administrative Compliance Review Staff Checklist - Single Family and Duplex
Standard Complies Alternative
Compliance
Does Not
Comply N/A Sheet #(s)/Notes
B.1.Articulation of Building Mass
(Non-flexible)
B.2.Building Orientation
(Flexible)
B.3.Build-to Requirement
(Flexible)
B.4.One Story Element
(Flexible)
C.1.Garage Access
(Non-flexible)
C.2.Garage Placement
(Non-flexible)
C.3.Garage Dimensions
(Flexible)
Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the
applicant shall be required to apply for a new Administrative Compliance Review.
Address:
Parcel ID:
Zone District/PD:
Representative:
Email:
Phone:
Page 1 of 2
Approved:
(Approved plans/elevations attached)
111
Standard Complies Alternative
Compliance
Doesn’t
Comply N/A Sheet #(s)/Notes
C.4.Garage Door Design
(Flexible)
D.1.Entry Connection
(Non-flexible)
D.2.Door Height
(Flexible)
D.3.Entry Porch
(Flexible)
E.1.Principle Window
(Flexible)
E.2.Window Placement
(Flexible)
E.3.Nonorthogonal Window Limit
(Flexible)
E.4.Lightwell/Stairwell Location
(Flexible)
E.5.Materials
(Flexible)
Residential Design Standards
Administrative Compliance Review Staff Checklist
Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the
applicant shall be required to apply for a new Administrative Compliance Review.
Page 2 of 2
Approved:
112