HomeMy WebLinkAboutExhibit C_ApplicationCITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
COMMUNITY DEVELOPMENT DEPARTMENT
GENERAL LAND USE PACKET
Attached is an Application for review of Development that requires Land Use Review pursuant to
The City of Aspen Land Use Code: Included in this package are the following attachments:
1.Development Application Fee Policy, Fee Schedule and Agreement
to Pay Application Fees Form
2.Land Use Application Form
3.Dimensional Requirements Form (if required)
4.HOA Compliance Form
5.Development Review Procedure
All Application are reviewed based on the criteria established in Title 26 of the Aspen Municipal Code. Title 26 of
the Aspen Municipal Code is available at the City Clerk’s Office on the second floor of City Hall and on the internet
at www.cityofaspen.com, City Departments, City Clerk, Municipal Code, and search Title 26.
We require all applicants to hold a Pre-Application Conference with a Planner in the Community Development
Department so that the requirements for submitting a complete application can be fully described. This
meeting can happen in person or by phone or e-mail. Also, depending upon the complexity of the
development proposed, submitting one copy of the development application to the Case Planner to determine
accuracy, inefficiencies, or redundancies can reduce the overall cost of materials and Staff time.
Please recognize that review of these materials does not substitute for a complete review of the Aspen Land Use
Regulations. While this application package attempts to summarize the key provisions of the Code as they apply
to your type of development, it cannot possibly replicate the detail or the scope of the Code. If you have
questions which are not answered by the materials in this package, we suggest that you contact the staff
member assigned to your case, contact Planner of the Day, or consult the applicable sections of the Aspen Land
Use Code.
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
Land Use Review Fee Policy
The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is
collected for land use applications based on the type of application submitted.
A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of
staff time to process. Review fees for other City Departments reviewing the application (referral departments) will also be
collected when necessary. Flat fees are cumulative – meaning an application with multiple flat fees must be pay the sum of
those flat fee. Flat fees are not refundable.
A review fee deposit is collected by Community Development when more extensive staff time is required.
Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in
addition to the case planner. Deposit amount may be reduces if, in the opinion of the Community Development Director, the
project is expected to take significantly less time to process than the deposit indicates.
A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly
billing shall still apply.
All applications must include an Agreement to Pay Application Fees. One payment including the deposit for Planning and
referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will
not be accepted for processing without the required fee.
The Community Development Department shall keep an accurate record of the actual time required for the processing of a
land use application requiring a deposit. The City can provide a summary report of fees due at the applicant’s request. The
applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community
Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a
project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an
application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited
fee to the applicant. Fees shall be due regardless of whether an applicant receives approval.
Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final and recordation of
approval documents shall be handled as individual cases for the purpose of billing. Upon conceptual approval all billing shall be
reconciled and past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall
require a new deposit at the rate in effect at the time of final submission. Upon final approval all billing shall be again reconciled
prior to the Director accepting an application for review of technical documents for recordation.
The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more
days past due. Unpaid invoices of 90 days or more past due may be assessed a late fee of 1.7% per month. An unpaid invoice o f
120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information
is public domain.
All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City
will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, and unpaid invoice
of 90 days or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is
made.
The property owner of record is the party responsible for payment of all costs associated with a land use application
for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g.
a contract purchaser) regarding payment of fees is solely between those private parties.
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
Agreement to Pay Application Fees
An agreement between the City of Aspen (“City”) and
I understand that the City has adopted, via Ordinance No. 30, Series of 2017, review fees for Land Use applications and
payment of these fees is a condition precedent to determining application completeness. I understand that as the property
owner that I am responsible for paying all fees for this development application.
For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are
non-refundable.
$.___________flat fee for __________________. $.____________ flat fee for _____________________________
$.___________ flat fee for __________________. $._____________ flat fee for _____________________________
For Deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not
possible at this time to know the full extent or total costs involved in processing the application. I understand that addit ional
costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete
processing, review and presentation of sufficient information to enable legally required findings to be made for project
consideration, unless invoices are paid in full.
The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to
the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of
an invoice by the City for such services.
I have read, understood, and agree to the Land Use Review Fee Policy including consequences for no-payment. I agree to pay
the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not
render and application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I
agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly
rates hereinafter stated.
$________________ deposit for_____________ hours of Community Development Department staff time. Additional time
above the deposit amount will be billed at $325.00 per hour.
$________________ deposit for _____________ hours of Engineering Department staff time. Additional time above the
deposit amount will be billed at $325.00 per hour.
City of Aspen:
________________________________
Jessica Garrow, AICP
Community Development Director
Signature: _________________________________________
PRINT Name: _______________________________________
Title: ______________________________________________City Use:
Fees Due: $_______Received $_______
Case #___________________________
Please type or print in all caps
Address of Property: ______________________________________________
Property Owner Name: __________________________ Representative Name (if different from Property Owner)_______________________
Billing Name and Address - Send Bills to:
___________________________________________________________________________________________________
Contact info for billing: e-mail: _______________________________________ Phone: __________________________
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 ________
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
DEVELOPMENT REVIEW PROCEDURE
1.Attend pre-application conference. During this one-on-one meeting, staff will determine the review process
which applies to your development proposal and will identify the materials necessary to review your application.
2.Submit Development Application. Based on your pre-application meeting, you should respond to the
application package and submit the requested number of copies of the complete application and the application
and the appropriate processing fee to the Community Development Department.
3.Determination of Completeness. Within five working days of the date of your submission, staff will review the
application, and will notify you in writing whether the application is complete or if additional materials are
required. Please be aware that the purpose of the completeness review is to determine whether or not the
information you have submitted is adequate to review the request, and not whether the information is sufficient
to obtain approval.
4.Staff Review of Development Application. Once your application is determined to be complete, it will be
reviews by the staff for compliance with the applicable standards of the Code. During the staff review stage, the
application will be referred to other agencies for comments. The Planner assigned to your case or the agency may
contact you if additional information is needed or if problems are identified. A memo will be written by the staff
member for signature by the Community Development Director. The memo will explain whether your application
complies with the Code and will list any conditions which should apply if the application is to be approved.
Final approval of any Development Application which amends a recorded document, such as a plat, agreement or
deed restriction, will require the applicant to prepare an amended version of that document for review and
approval by staff. Staff will provide the applicant with the applicable contents for the revised plat, while the City
Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you
not go to the trouble or expense of preparing these documents until the staff has determined that your
application is eligible for the requested amendment or exemption.
5.Board Review of Application. If a public hearing is required for the land use action that you are requesting,
then the Planning Staff will schedule a hearing date for the application upon determination that the Application is
complete. The hearing(s) will be scheduled before the appropriate reviewing board(s). The applicant will be
required to nail notice (one copy provided by the Community Development Department) to property owners
within 30 feet of the subject property and post notice (sign available at the Community Development Department)
of the public hearing on the site at least fifteen (15) days prior to the hearing date (please see Attachment 6 for
instructions). The Planning Staff will publish notice of the hearing in the paper for land use requests that require
publication.
The Planning Staff will then formulate a recommendation on the land use request and draft a memo to the
reviewing board(s). Staff will supply the Applicant with a copy of the Planning Staff’s memo approximately 5 days
prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public Hearings
include a presentation by the Planning Staff, a presentation by the Applicant (optional), consideration of public
comment, and the reviewing board’s questions and decision.
(Continued on next page)
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
6.Issuance of Development Order. If the land use review is approved, then the Planning Staff will issue a
Development Order which allows the Applicant to proceed into Building Permit Application.
7.Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may proceed to
building permit review. During this time, your project will be examined for its compliance with the Uniform
Building Code. It will also be checked for compliance with applicable provisions of the Land Use Regulations which
were not reviewed in detail during the one step review (this might include a check of floor area ratios, setbacks,
parking, open space and the like). Fees for water, sewer, parks and employee housing will be collected if due. Any
document required to be recorded, such as a plat, deed restriction or agreement, will be reviewed and recorded
before a Building Permit is submitted.
PRE-APPLICATION CONFERENCE SUMMARY
PLANNER: Amy Simon, amy.simon@cityofaspen.com
DATE: December 17, 2019
PROJECT LOCATION: 227 E. Main Street
REQUEST: Major Development, Relocation, Setback Variations
DESCRIPTION: 227 E. Main Street is a 3,000 square foot lot located in the Mixed Use zone district and the
Main Street Historic District. The property is landmarked designated and contains a Victorian era miner’s
cottage which is in a deteriorated condition.
The applicant proposes to convert the property from the current commercial use, back to a single-family
home. This will include repair and restoration of the historic resource and construction of a basement and
rear addition. HPC review for Major Development, Relocation and Setback Variations are anticipated. Major
Development is a two step process, requiring the approval of Conceptual Design and a Final Design.
Conceptual Design review will consider mass, scale and site plan. At this meeting, HPC may also consider any
variations requested by the applicant. It is staff’s understanding that the applicant will request setback
reductions, but will provide two on-site parking spaces as required. Following Conceptual, staff will inform
City Council of the HPC decision, allowing them the opportunity to uphold HPC’s decision or to “Call Up”
aspects of the approval for further discussion. This is a standard practice for all significant projects. Following
Call Up, HPC will conduct Final Design review to consider landscape, lighting and materials.
HPC will use the Historic Preservation Design Guidelines and the Land Use Code Sections that are applicable
to this project to assist with their determinations.
RELEVANT LAND USE CODE SECTIONS:
Section Number Section Title
26.304 Common Development Review Procedures
26.415.070.D Historic Preservation – Major Development
26.415.090 Relocation of Designated Historic Properties
26.415.110 Historic Preservation – Benefits
26.575.020 Calculations and Measurements
26.710.180 Mixed Use Zone District
For your convenience – links to the Land Use Application and Land Use Code are below:
Land Use Application Land Use Code Historic Preservation Design Guidelines
Review by: Staff for completeness and recommendations
HPC for decisions
City Council for notice of the HPC Conceptual decision.
Public Hearing: Yes, at Conceptual and Final
Neighborhood Outreach: No
Referrals: Staff will seek referral comments from the Building Department, Zoning,
Engineering and Parks regarding any relevant code requirements or
considerations. There will be no Development Review Committee meeting
or referral fees.
Planning Fees: $1,950 for 6 billable hours of staff time. (Additional/ lesser hours will be
billed/ refunded at a rate of $325 per hour.) This fee will be due at
Conceptual and Final submittal.
Referral Agencies Fee: $0.
Total Deposit: $1,950.
APPLICATION CHECKLIST: Below is a list of submittal requirements for HPC Conceptual and Final reviews.
At each review step, please submit one paper copy of the application to the City of Aspen Community
Development Department for an initial determination of completeness.
¨ 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 (Attached).
¨ List of adjacent property owners for both properties within 300’ for public hearing.
¨ An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.
¨ Site improvement survey including topography and vegetation showing the current status, certified by a
registered land surveyor, licensed in the state of Colorado.
¨ A written description of the proposal (scope of work) and written explanation of how the proposed
development and any requests for variations or benefits complies with the review standards and design
guidelines relevant to the application.
¨ A proposed site plan.
¨ Scaled drawings of all proposed structure(s) or addition(s) depicting their form, including their height,
massing, scale, proportions and roof plan; and the primary features of all elevations.
¨ Supplemental materials to provide a visual description of the context surrounding the designated historic
property including photographs and other exhibits, as needed, to accurately depict location and extent of
proposed work.
For Conceptual, the following items will need to be submitted in addition to the items listed above:
¨ Graphics identifying preliminary selection of primary exterior building materials.
¨ A preliminary stormwater design.
For Final Review, the following items will need to be submitted in addition to the items listed above:
¨ Drawings of the street facing facades must be provided at ¼” scale.
¨ Final selection of all exterior materials, and samples or clearly illustrated photographs. Samples
are preferred for the presentation to HPC.
¨ A lighting plan and landscape plan, including any visible stormwater mitigation features.
Once the copy is deemed complete by staff, the following items will then need to be submitted:
¨ 1 digital PDF copy of the complete application packet.
¨ 1 set of all graphics printed at 11x17.
¨ 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.
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not
valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; 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.
Form 5030000 (1-31-17)Page 1 of 13 ALTA Commitment for Title Insurance (8-1-16)
ALTA Commitment for Title Insurance
ISSUED BY
First American Title Insurance Company
Commitment
COMMITMENT FOR TITLE INSURANCE
Issued By
FIRST AMERICAN 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,First American Title Insurance Company, a Colorado 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 six months after the Commitment Date, this
Commitment terminates and the Company’s liability and obligation end.
First American Title Insurance Company
If this jacket was created electronically, it constitutes an original document.
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not
valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; 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.
Form 5030000 (1-31-17)Page 2 of 13 ALTA Commitment for Title Insurance (8-1-16)
COMMITMENT CONDITIONS
1. DEFINITIONS
(a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public
Records.
(b) "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.
(c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means
authorized by law.
(d) "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.
(e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued
pursuant to this Commitment.
(f) "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.
(g) "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.
(h) "Title": The estate or interest described in Schedule A.
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, this 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:
(a) the Notice;
(b) the Commitment to Issue Policy;
(c) the Commitment Conditions;
(d) Schedule A;
(e) Schedule B, Part I—Requirements;
(f) Schedule B, Part II—Exceptions; and
(g) a counter-signature by the Company or its issuing agent that may be in electronic form.
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
(a) 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:
(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.
(b) 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.
(c) 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.
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not
valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; 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.
Form 5030000 (1-31-17)Page 3 of 13 ALTA Commitment for Title Insurance (8-1-16)
(d) 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.
(e) The Company shall not be liable for the content of the Transaction Identification Data, if any.
(f) 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.
(g) In any event, the Company’s liability is limited by the terms and provisions of the Policy.
6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT
(a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this
Commitment.
(b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.
(c) 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.
(d) 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.
(e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized
by the Company.
(f) 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.
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.
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not
valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; 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.
Form 5033708-A (4-9-18)Page 4 of 13 ALTA Commitment for Title Insurance (8-1-16)
Colorado - Schedule A
ALTA Commitment for Title Insurance
ISSUED BY
First American Title Insurance Company
Schedule A
Transaction Identification Data for reference only:
Issuing Agent: Winter VanAlstine Issuing Office: Attorneys Title Insurance Agency
of Aspen, LLC
Issuing Office's ALTA® Registry ID: 1019587 Loan ID No.:
Commitment No.: 19004190 Issuing Office File No.: 19004190
Property Address: 227 East Main Street, Aspen, CO 81611
SCHEDULE A
1. Commitment Date: July 17, 2019 at 07:45 AM
2. Policy or Policies to be issued: Amount Premium
A. ALTA Owners Policy (06/17/06)$1,700,000.00 $3,926.00
Proposed Insured: 227 East Main LLC, a Colorado limited liability company
Certificate of Taxes Due $25.00
Endorsements:
CO-110.1 (Delete 1, 2, 3, 4)$85.00
Additional Charges:$0
B. ALTA Loan Policy (06/17/06)$850,000.00 $150.00
Proposed Insured: FirstBank, A Colorado State Banking Corporation, its successors and/or
assigns, as their interests may appear
Endorsements:
CO-100 (Comprehensive Improved Land)$245.00
Additional Charges:$0
Total $4,431.00
3. The estate or interest in the land described or referred to in this Commitment is Fee simple.
4. The Title is, at the Commitment Date, vested in:
Monarch Building LLC, a Colorado limited liability company
SCHEDULE A
(Continued)
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not
valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; 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.
Form 5033708-A (4-9-18)Page 5 of 13 ALTA Commitment for Title Insurance (8-1-16)
Colorado - Schedule A
5. The land referred to in the Commitment is described as follows:
SEE EXHIBIT A ATTACHED HERETO
For informational purposes only, the property address is: 227 East Main Street, Aspen, CO 81611.
Attorneys Title Insurance Agency of Aspen, LLC
By:
Winter VanAlstine
Authorized Officer or Agent
FOR INFORMATION PURPOSED OR SERVICES IN CONNECTION WITH THIS COMMITMENT, CONTACT: Attorneys
Title Insurance Agency of Aspen, LLC, 715 West Main Street, Suite 202, Aspen, CO 81611, Phone: 970 925-7328, Fax:
970 925-7348.
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not
valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; 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.
Form 5030008-BI&BII (5-18-17)Page 6 of 13 ALTA Commitment for Title Insurance (8-1-16)
Colorado - Schedule BI & BII
ALTA Commitment for Title Insurance
ISSUED BY
First American Title Insurance Company
Schedule BI & BII
Commitment No: 19004190
SCHEDULE B, PART I
Requirements
All of the following Requirements must be met:
1. The 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.
2. Pay the agreed amount for the estate or interest to be insured.
3. Pay the premiums, fees, and charges for the Policy to the Company.
4. 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.
5. Payment of all taxes and assessments now due and payable as shown on a certificate of taxes due from the
County Treasurer or the County Treasurer's Authorized Agent.
6. Evidence that all assessments for common expenses, if any, have been paid.
7. Final Affidavit and Agreement executed by Owners and/or Purchasers must be provided to the Company
8. Warranty Deed must be sufficient to convey the fee simple estate or interest in the land described or referred to
herein, from Monarch Building LLC, a Colorado limited liability company, to 227 East Main LLC, a Colorado limited
liability company, the proposed insured, Schedule A, item 2A. NOTE: C.R.S. Section 38-35-109(2) required that a
notation of the purchaser's legal address, (not necessarily the same as the property address) be included on the
face of the Deed to be recorded.
9. Full disclosure from Seller, of any monetary liens and open Deeds of Trust of record. If you have any knowledge of
an outstanding obligation secured by the subject property, you must contact us immediately for further review prior
to closing.
10. Deed of Trust from FirstBank, A Colorado State Banking Corporation, to the Public Trustee of Pitkin County for the
benefit of FirstBank, A Colorado State Banking Corporation, to secure an indebtedness in the principal sum of
$850,000.00.
11. Record a Statement of Authority to provide prima facie evidence of existence of Monarch Building LLC, a Colorado
limited liability company, an entity capable of holding property, and the name of the person authorized to execute
instruments affecting title to real property as authorized by C.R.S. Section 38-30-172.
ALTA Commitment for Title Insurance
ISSUED BY
First American Title Insurance Company
Schedule BI & BII (Cont.)
Form 50-CO-Disclosure (4-1-16)Page 7 of 13 Disclosure Statement (5-1-15)
Colorado
12. Certificate of Good Standing from the Colorado Secretary of State for Monarch Building LLC, a Colorado limited
liability company.
13. A copy of the properly signed and executed Operating Agreement if written, for Monarch Building LLC, a Colorado
limited liability company, to be submitted to the Company for review.
14. Record a Statement of Authority to provide prima facie evidence of existence of 227 East Main LLC, a Colorado
limited liability company, an entity capable of holding property, and the name of the person authorized to execute
instruments affecting title to real property as authorized by C.R.S. Section 38-30-172.
15. Certificate of Good Standing from the Colorado Secretary of State for 227 East Main LLC, a Colorado limited
liability company.
16. A copy of the properly signed and executed Operating Agreement if written, for 227 East Main LLC, a Colorado
limited liability company, to be submitted to the Company for review.
17. Improvement Survey Plat sufficient in form, content and certification acceptable to the Company. Exception will be
taken to adverse matters disclosed thereby.
18. Receipt by the Company of the appropriate Lease Affidavit indemnifying the Company against any existing leases
or tenancies, and any and all parties claiming by, through or under said lessees.
19. This Title Commitment is subject to underwriter approval.
This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not
valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; 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.
Form 5030008-BI&BII (5-18-17)Page 8 of 13 ALTA Commitment for Title Insurance (8-1-16)
Colorado - Schedule BI & BII
ALTA Commitment for Title Insurance
ISSUED BY
First American Title Insurance Company
Schedule BI & BII (Cont.)
Commitment No.: 19004190
SCHEDULE B, PART II
Exceptions
THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION
CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC
COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE,
COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR
NATIONAL ORIGIN.
The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement
identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company:
1. Any facts, rights, interests or claims which are not shown by the Public Records, but which could be ascertained
by an inspection of the Land or by making inquiry of persons in possession thereof.
2. Easements, or claims of easements, not shown by the Public Records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct land
survey and inspection of the Land would disclose, and which are not shown by the Public Records.
4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not
shown in the Public Records.
5. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records
or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B,
Part I—Requirements are met.
Note: Exception number 5. will be removed from the policy provided the Company conducts the closing and
settlement service for the transaction identified in the commitment
6. Any and all unpaid taxes, assessments and unredeemed tax sales.
7. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof.
8. Any water rights, claims of title to water, in, on or under the Land.
9. Taxes and assessments for the year 2019, and subsequent years, a lien not yet due or payable.
ALTA Commitment for Title Insurance
ISSUED BY
First American Title Insurance Company
Schedule BI & BII (Cont.)
Form 50-CO-Disclosure (4-1-16)Page 9 of 13 Disclosure Statement (5-1-15)
Colorado
10. Reservations and exceptions as set forth in the Deed dated November 4, 1887, and recorded April 8, 1889, in
Book 59 at Page 552, as Reception No. 029330, providing as follows: "That no title shall be hereby acquired to any
mine of gold, silver, cinnabar or copper or to any valid mining claim or possession held under existing laws."
11. Exceptions and reservations as set forth in the Act authorizing the issuance of the Patent for the City and Townsite
of Aspen, dated January 29, 1897, and recorded March 1, 1897, in Book 139 at Page 216, as Reception No.
060156.
12. Any and all notes, easements and recitals as disclosed on the recorded Official Map of the City of Aspen, recorded
December 16, 1959, as Reception No. 109023.
13. Terms, conditions, provisions, agreements and obligations specified under An Ordinance Accepting a Map Entitled
"Official Map of the City of Aspen, Pitkin County, State of Colorado," as the Official Map of the City of Aspen:
Providing for Dedication of all streets and alleys, Except such streets and alleys heretofore vacated: and providing
for the filing of said map, field notes, and Suppmental Plats with the Clerk and Recorder for Pitkin County
(Ordinance No. 6, Series of 1959) dated November 16, 1959, and recorded December 18, 1959, in Book 189 at
Page 354, as Reception No. 109043.
14. Terms, conditions, provisions, agreements and obligations specified under Ordinance No. 60 (Series of 1976)
recorded December 9, 1976, in Book 321 at Page 51, as Reception No. 189906.
15. Any loss or damange due to the fence lines not corresponding to the lot lines, as shown on the Improvement
Survey Plat, provided by SGM, dated July 11, 2019, as Job No. 2017-393.
16. Any existing leases or tenancies, and any and all parties claiming by, through or under said lessees.
NOTE: Upon receipt of a Lease Affidavit from Seller, this exception will not appear on the final title policy.
Form 5000000-EX (7-1-14)Page 10 of 13 Exhibit A
ALTA Commitment for Title Insurance
ISSUED BY
First American Title Insurance Company
Exhibit A
File No.: 19004190
The Land referred to herein below is situated in the County of Pitkin, State of Colorado, and is described as follows:
Lot: F, Block: 74, CITY AND TOWNSITE OF ASPEN, Pitkin County, Colorado.
Form 50-CO-Disclosure (4-1-16)Page 11 of 13 Disclosure Statement (5-1-15)
Colorado
DISCLOSURE STATEMENT
Pursuant to C.R.S. 30-10-406(3)(a) 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 will
refuse to record or file any document that does not conform to the requirements of this section.
NOTE: If this transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the
disclosure/withholding provisions of C.R.S. 39-22-604.5 (Nonresident withholding).
NOTE: Colorado Division of Insurance Regulations 8-1-2 requires that “Every title insurance company shall be responsible to
the proposed insured(s) subject to the terms and conditions of the title commitment, other than the effective date of the title
commitment, for all matters which appear of record prior to the time of recording whenever the title insurance company, or its
agent, conducts the closing and settlement service that is in conjunction with its issuance of an owner’s policy of title insurance
and is responsible for the recording and filing of legal documents resulting from the transaction which was closed.
Pursuant to C.R.S. 10-11-122, the company will not issue its owner’s policy or owner’s policies of title insurance contemplated
by this commitment until it has been provided a Certificate of Taxes due or other equivalent documentation from the County
Treasurer or the County Treasurer’s authorized agent; or until the Proposed Insured has notified or instructed the company in
writing to the contrary.
The subject property may be located in a special taxing district. A Certificate of Taxes due listing each taxing jurisdiction shall be
obtained from the County Treasurer or the County Treasurer’s authorized agent. 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.
NOTE: Pursuant to CRS 10-11-123, notice is hereby given:
This notice applies to owner’s policy commitments containing a mineral severance instrument exception, or
exceptions, in Schedule B, Section 2.
A. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the
surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas,
other minerals, or geothermal energy in the property; and
B. That such mineral estate may include the right to enter and use the property without the surface owner’s
permission.
NOTE: Pursuant to Colorado Division of Insurance Regulations 8-1-2, 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:
A. The land described in Schedule A of this commitment must be a single family residence which includes a
condominium or townhouse unit.
B. 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.
C. The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic’s and
material-men’s liens.
D. The Company must receive payment of the appropriate premium.
E. If there has been construction, improvements or major repairs undertaken on the property to be purchased
within six months prior to the Date of the 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.
No coverage will be given under any circumstances for labor or material for which the insured has contracted for or
agreed to pay.
Form 50-CO-Disclosure (4-1-16)Page 12 of 13 Disclosure Statement (5-1-15)
Colorado
NOTE: Pursuant to C.R.S. 38-35-125(2) no person or entity that provides closing and settlement services for a real estate
transaction shall disburse funds as a part of such services until those funds have been received and are available for immediate
withdrawal as a matter of right.
NOTE: C.R.S. 39-14-102 requires that a real property transfer declaration accompany any conveyance document presented for
recordation in the State of Colorado. Said declaration shall be completed and signed by either the grantor or grantee.
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 an ALTA
Closing Protection Letter which may, upon request, be provided to certain parties to the transaction identified in the commitment.
Nothing herein contained will be deemed to obligate the company to provide any of the coverages referred to herein unless the
above conditions are fully satisfied.
TELEPHONE 970 925-7328 FACSIMILE 970 925-7348
ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC
715 West Main Street, Suite 202
Aspen, CO 81611
Attorneys Title Insurance Agency of Aspen, LLC
Privacy Policy Notice
PURPOSE OF THIS NOTICE
Title V. of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through it affiliates,
from sharing non-public personal information about you with a nonaffiliated third party unless the institution provides you
with a notice of its privacy policies and practices, such as the type of information that it collects about you and the
categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with
this document, which notifies you of the privacy policies and practices of Attorneys Title Insurance Agency of Aspen,
LLC.
We may collect nonpublic personal information about you from the following sources:
Information we receive from you, such as on application or other forms.
Information about your transactions we secure from out files, or from our affiliates or others.
Information we receive from a consumer reporting agency.
Information that we receive from others involved in your transaction, such as the real estate agent or lender.
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information
will be collected about you.
We may disclose any of the above information that we collect about our customers or former customer to our affiliates or
to nonaffiliated third parties as permitted by law.
We also may disclose this information about our customers or former customers to the following types of nonaffiliated
companies that perform marketing services on our behalf or with whom we have joint marketing agreements:
Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.
Non-financial companies such as envelope stuffers and other fulfillment service providers.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY
PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW.
We restrict access to nonpublic personal information about you to those employees who need to know that information in
order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with
federal regulations to guard your nonpublic personal information.
Au gust 5, 703.9
City of Aspe rr
To Whom it may concern,
Klm Raymo nd of Kir n Raymon d Afc hitecture + interiors, wh ose office i s located at
418 E. Cooper Street, #2:01, A s pefi. CO .and w h ore phone nrumber is 970-92 5-
22 52, is a utfl a rued to represent 227 E Ada I n St re et, LLC th roughout the La nd Ll se
approval process.
Thank you,
_fir y
Mark Fbed land, Manager
227 East Alain LLC
COMMUNITY DEVELOPMENT DEPARTMENT
November 2017 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 improvements
proposed in this land use application do not require approval by the homeowners association or
covenant beneficiary.
□This property is subject to a homeowners association or private covenant and the improvements
proposed 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: _________________________
227 East Main LLC
970 920-1280
227 East Main Street Aspen, CO 81611
Mark Friedland, Manager 227East Main LLC 01/16/2020
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: 273707328003 on 01/15/2020
Instructions:
Disclaimer:
http://www.pitkinmapsandmore.com
JPS NEVADA TRUST
HENDERSON, NV 89074
1701 N GREEN VALLEY PKWY #9C
MONARCH BUILDING LLC
WOODY CREEK, CO 81656
PO BOX 126
CARVER RUTH A REV TRUST
ASPEN, CO 81611
116 S ASPEN ST
DCBD2 LLC
DALLAS, TX 75201
2100 ROSS AVE #550
HILLSTONE RESTAURANT GROUP INC
ATLANTA, GA 30327
3539 NORTHSIDE PKWY
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
360 HEXAGON LLC
OVERLAND PARK , KS 66210
9401 INDIAN CREEK PKWY STE 800
JBC PREFERRED PROPERTIES LLC
DELRAY BEACH, FL 33483
1005 BROOKS LN
HILLSTONE RESTAURANT GROUP INC
ATLANTA, GA 30327
3539 NORTHSIDE PKWY
232 EAST MAIN STREET LLC
CHICAGO, IL 60614
2001 N HALSTED #304
KRIBS KAREN REV LIV TRUST
ASPEN, CO 81612
PO BOX 9994
ROCKING LAZY J PROPS LLC
ASPEN, CO 81611
202 E MAIN ST
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
208 MAIN LLC
ASPEN, CO 81611
623 E HOPKINS AVE
HILLSTONE RESTAURANT GROUP INC
ATLANTA, GA 30327
3539 NORTHSIDE PKWY
HILLSTONE RESTAURANT GROUP INC
ATLANTA, GA 30327
3539 NORTHSIDE PKWY
SEDOY MICHAEL
NEW YORK, NY 10022
35 SUTTON PL #19B
KATIE REED PLAZA CONDO ASSOC
ASPEN, CO 81611
301 E HOPKINS AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
CITY OF ASPEN
ASPEN, CO 81611
130 S GALENA ST
LE VOTAUX II CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
117 N MONARCH ST
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
SHVACHKO NATALIA
NEW YORK, NY 10022
35 SUTTON PL #19B
AJAX JMG INVESTMENTS LLC
BEVERLY HILLS, CA 902122974
9401 WILSHIRE BLVD 9TH FL
PEARCE BERNARD D
ASPEN, CO 81611
216 E MAIN ST
JBC PREFERRED PROPERTIES LLC
DELRAY BEACH, FL 33483
1005 BROOKS LN
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
WEST END HOUSE LLC
ASPEN, CO 81611
623 E HOPKINS AVE
NUNN RONALD FAMILY LP
BRENTWOOD, CA 94513
10500 BRENTWOOD BLVD
MINERS REAL ESTATE LLC
ASPEN, CO 81612
PO BOX 1365
201 EAST MAIN STREET LLC
CHICAGO, IL 60614
2001 N HALSTED ST #304
303 EAST MAIN LLLP
ASPEN, CO 81612
PO BOX 8016
BTRSARDY LLC
PALO ALTO , CA 94303
PO BOX 10195 DEPT 1173
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
GETTMAN ROSA H TRUST
SEASIDE, OR 971384811
88824 BLUE HERON RD
HODES ALAN & DEBORAH
AVENTURA , FLA 33180
19951 NE 39TH PLACE
ICONIC PROPERTIES JEROME LLC
HOUSTON, TX 77077
1375 ENCLAVE PKWY
SUNNY SNOW LTD
SAN ANTONIO, TX 78209
308 TORCIDO DR
JPS NEVADA TRUST
HENDERSON, NV 89074
1701 N GREEN VALLEY PKWY #9C
HILLSTONE RESTAURANT GROUP INC
ATLANTA, GA 30327
3539 NORTHSIDE PKWY
JPS NEVADA TRUST
HENDERSON, NV 89074
1701 N GREEN VALLEY PKWY #9C
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
SHVACHKO NATALIA
NEW YORK, NY 10022
35 SUTTON PL #19B
CARLS REAL ESTATE LLC
ASPEN, CO 81612
PO BOX 1365
JPS NEVADA TRUST
HENDERSON, NV 89074
1701 N GREEN VALLEY PKWY #9C
CITY OF ASPEN
ASPEN, CO 81611
130 S GALENA ST
JPS NEVADA TRUST
HENDERSON, NV 89074
1701 N GREEN VALLEY PKWY #9C
PEARCE RICHARD B
ASPEN, CO 81611
216 E MAIN ST
ICONIC PROPERTIES JEROME LLC
HOUSTON, TX 77077
1375 ENCLAVE PKWY
SEDOY MICHAEL
NEW YORK, NY 10022
35 SUTTON PL #19B
SEGUIN BUILDING CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
304 E HYMAN AVE
PEGOLOTTI DELLA
ASPEN, CO 81611
202 E MAIN ST
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
MINERS REAL ESTATE LLC
ASPEN, CO 81612
PO BOX 1365
1543 LLC
DENVER, CO 80202
1543 WAZEE ST #400
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
HOFFMAN JOHN L & SHARON R TRUST
KANSAS CITY, MO 64108
411 E 63RD ST
HILLSTONE RESTAURANT GROUP INC
ATLANTA, GA 30327
3539 NORTHSIDE PKWY
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
ASPEN CORNER OFFICE LLC
ASPEN, CO 81611
200 E MAIN ST
308 EAST HOPKINS CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
308 E HOPKINS AVE
301 EAST HOPKINS AVENUE LLC
GREENWICH, CT 06830
411 W PUTNAM AVE
JAFFE JONATHAN & KAREN
LAGUNA BEACH, CA 92651
88 EMERALD BAY
LEGAL DESCRIPTION: Subdivision: CITY AND TOWNSITE OF ASPEN Block: 74 Lot: F
VICINITY MAP
227 EAST MAIN STREET
1.23.20
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
March 4th, 2020
Amy Simon, Historic Preservation Officer
City of Aspen Community Development Department
130 S Galena Street, 3rd Floor
Aspen, CO 81611
RE: 227 E. Main Street
Parcel ID: 2737 073 2800 3
Dear Amy,
Thank you for your time and assistance with this application to seek HPC approval
for the restoration, renovation and addition to the small home on Main Street. This
property is in the Mixed Use zone district; which at this time allows residential or
commercial use; one or the other. For decades this little house has been used as a retail
store. At this time we are proposing converting it back to residential use.
This little home has been suffering demolition by neglect for a very long time. It will be
completely restored to its historic appearance; squared up and made structurally sound
again with a modest addition to the rear.
We look forward to working with you and the Historic Preservation Commission on the
restoration of this little home.
RELEVANT LAND USE CODE SECTIONS
SECTION 26.304
1.Please see attached letter of authorization from Mark Friedland, the manager of the
227 East Main Street, LLC; granting Kim Raymond Architecture + Interiors, authority to
act on their behalf throughout this process.
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
2.Please see the attached Vicinity Map with a legal description and directions to the
property.
3.Please see the attached Title Insurance, Schedule A & B for proof of ownership.
4.Please see attached Site Plan
5. Please see the current survey of the property located at 227 E Main Street.
6. Please also find attached all the forms for this Land Use Application.
7. Please see below, the description and summary of all requested information pertaining
to the Land Use Code sections in regard to the proposed development.
Additionally, please find a copy of the Pre-application Conference Summary sheet,
attached at the end of this packet of information. This application package includes all
requested documents as outlined by Amy Simon in the letter dated 12.17.19.
SECTION 26.310.60
We will provide the posting and mailing to all the property owners within the 300’
radius of this parcel. The posting and mailing will happen at least 15 days prior to the
hearing. The list of property owners is attached.
SECTION 26.415.070D Historic Preservation – Major Development
Certificate of Appropriateness for major development
1.This project is a major development as we are altering/repairing more
than three elements of the historic building; and expanding the building
by more than 250 sq. ft.
2.We will be just presenting to the HPC with this application.
3.a This application for Conceptual Review will include the following:
1.General application information and forms
2.Site plan and survey, showing existing and proposed conditions.
3.Scaled drawings showing the structure; existing and proposed
addition; massing, height, scale, etc; floor and roof plans and
elevations.
4.Primary materials; samples or photos
5.Supplemental material to show context of surrounding the
historic resource: photos and 3D computer model.
6.Confirmation that the proposed building meets the RDS; per
Section 26.410. The proposed building is a small historic miner’s
cabin. By virtue of the size and location, and the fact that it is
being restored to its original appearance, it meets the RDS by strict
compliance with all standards or by flexible “intent”.
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
For example, there is a primary window on the front facade, but it
is not 4’ wide; there is a front porch, but it is not quite deep
enough or 50 square feet. There is a connecting link that is 10’
long, less than 10’ tall and it is less than 10’ wide. The garage faces
the alley and is a single car garage. The proposed addition is
modest, not overwhelming the historic cabin; and the fenestration,
materials and forms are complimentary to the cabin. We feel that
we do meet the RDS as outlined in this section.
3.b/c All procedures of this section shall be followed for final approval.
4.Final development plan reveiw: All procedures for this section shall be
followed and addressed.
SECTION 26.415.090 Relocation of Designated Historic Properties
This application is not seeking to re-locate the historic resource. The proposed
plan leaves the historic house in its original location.
SECTION 26.415.110 Historic Preservation – Benefits
Section 26.415.110.C Variations
This project is seeking the following variations from the HPC, as provided for in
this section.
1.development in the side, rear or front setbacks:
a.We are seeking setback variations for the east and
west side setbacks for the addition; plus east and west side
setbacks for the historic resource.
The historic home, in its original/historic location is beyond both the east and west side
setbacks and the front yard setback. We will need a variation for all of these. This
proposal is also seeking a side setback variance for the east side and the rear of the
addition.
To grant a variation the HPC must find that the proposed development is similar in
pattern, features and character of the historic property and/or Enhances or mitigates an
adverse impact to the historic significance or architectural character of the historic
property, an adjoining designated historic property or historic district.
The request for the east side setback is less than that to the historic home, a 3'-0" setback
as opposed to a 1'-0" setback for the historic home. The linking element is set further
back from the east property line, well within the setback where it attaches to the historic
cabin; the link is angled to allow for more of the resource to be exposed. The west side
of the addition is also requesting 3'-0" set back, whereas the historic west side setback
is around 6" off the property line.
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
There is no request for a rear yard setback. The attached garage conforms to the existing
5'-0" setback.
In addition, the proposed layout meets the requirements of not relocating the historic
resource, creates a minimal sized link of 10’-0” length, and less than 10’-0” wide where it
attaches to the resource.
We are not seeking any FAR bonuses or exemptions in floor area calculations. We are
planning on renovating and restoring this little cabin that is decades into “demolition by
neglect”.
For these reasons, we believe that this project meets the criteria to receive the setback
variances for the rear and east side.
The exact variations are as follows:
10’-0 Front yard setback for historic cabin is reduced to 5’-10”.
Side yard setbacks (east & west) of 5’-0” is reduced by 2’-0 to a 3’-0" setback.
SECTION 26.575.020 Calculations and Measurements
The proposed development meets all of the requirements and restrictions of the
calculations and measurements section of this code; except for the two variances that are
being sought with this application. Please see the attached Site plan, floor plans,
elevations and FAR calculations.
SECTION 26.710.180 Mixed Use Zone District
The proposed residential development is fully within the requirements and
restrictions of this Mixed Use Zone District. A single family residence is allow by right
in this zone district as a Permitted Use, (number 15). This reflects the intent and purpose
of the MU zone district in that “Stand alone residential uses are permitted on properties
as a reflection of the historic residential nature of the zone district.
The FAR for a single family home in the MU zone district is 80% of the R6 zone. R6
allows for 2400 Sq. Ft. on a 3000 Sq. Ft. lot; thus this parcel is allowed 1920 Sq. Ft. of
FAR.
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
The building is below the required 25’ Height limit; has the required 3000 Sq. Ft. of lot
area; and is exempt from the pedestrian amenity.
Section 10.4 of the Historic Preservation Guidelines
The historic resource is the focus of the property, the entry point, and the
predominant structure as viewed from the street. The addition to this miner’s cabin is
very sensitive to the little cabin. The link at the rear of the cabin, covering a very small
portion of the rear of the cabin, putting the addition well behind the cabin. The height of
the addition is minimal, and the form and fenestration are similar to the cabin.
This project complies with more than 2 of the requirements for allowing the
addition to a historic resource to be larger than 100% of the size of the resource:
1.The cabin is visually dominant on the lot, extending almost the entire
width of the lot, and is distinguishable against the addition. The materials of
the cabin will be restored to the original wood siding; the new wood siding
will be more modern in detail.
2.The foot print of the addition is very closely related to the size of the
cabin and is sensitive to its scale and proportions. The foot print of the
cabin is 724 sq. ft. The foot print of the addition is 852 sq. ft., ±130 sq. ft
larger than the cabin; with the garage being attached.
The proposed roof is the same pitch as the main gable of the cabin.
3.The interior of the historic resource is fully utilized; the entry door is
remaining the entry to the home; the cabin will contain the public spaces
for this new home. The proposed home uses the same number of usable
floors as the cabin.
4.We are demolishing a small shed addition that was a added at some point
to the rear of the cabin.
In summary, we believe that this project meets the criteria for the granting of approval of
the addition to the historic cabin and the variances as described above due to the sensitive
design of the addition; keeping it discreetly behind the renovated/restored cabin. We are
meeting all of the Residential Design Standards that are applicable to this project and
have met all of the Historic Preservation guidelines.
We look forward to working with the HPC on this project and keeping this little gem
from further demolition by neglect. Thank you for your consideration of this project.
Respectfully yours,
Kim Raymond
Kim Raymond Architecture + Interiors
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
May 4, 2020
Amy Simon, Planner
City of Aspen Community Development Department
130 S Galena Street, 3rd Floor
Aspen, CO 81611
RE: 227 E. Main Street, Re-zoning request
Summary Letter, Final Review
Aspen, Colorado
Parcel ID: 2737 073 2800 3
Dear Amy,
Thank you for your time and assistance with this application. Below is a summary
of the issues that we have addressed since our first conceptual meeting with HPC.
1. The architect is to provide additional information on how the resource will be
temporarily stored on site or suspended above the basement excavation.
The excavation will be phased.
KRA will work closely with BIll Bailey of Bailey House Movers and Shaun
Brainard of B&Y Drilling to ensure the historic home is moved properly to the
south side of the property. Excavation and pouring will then commence
on the north side of the lot, after which the historic building will be placed
back into location on a new foundation. Excavation and pouring will then
begin on the south side of the lot.
2. The architect is to preliminarily address the constructability of the project given
the site conditions and proposed setbacks, and is to address future maintenance
of the structure along the side lot lines.
As mentioned above, the foundation will be phased. While the historic
building is on the south side of the lot, the contractor will do all the work
that needs to be done to the east side of the building; refinish the wood,
paint, fix trim, etc.
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
When the house is moved back onto its foundation, the exterior will be
completely finished on that east wall. We may need to do a little touch up
at that point.
3. It is not clear from the plans that all drainage will be retained on the site. A gutter
on the west side of the cabin appears to cross the property line and the garage
eaves reach the lot lines with no gutters (unless they are internal and not clearly
depicted.) Clarification is needed.
The issue of the gutter was resolved when the addition was centered on the
lot, so it is nowhere near the property line now.
After many discussions with the civil engineer, onsite water retention can
be achieved. It will be accomplished with the use of green roofs, elevated
rain gardens, and sump pumps, all onsite water will be filtered properly
before entering the COA’s water system.
4. The architect must work with Engineering to advance the storm water plan, and
must depict green roofs for HPC review if this becomes the solution.
KRA’s new plans show green roofs on the garage roof deck, and if needed,
on the linking elements roof. Please see details in your packet.
5. Investigate whether a transformer will be needed on the site.
KRAI has discussed the location of a transformer Ron Christiansen, from the
COA, to be located on the corner property to the west. We have been in
discussions with Mark Hunt, who is developing the Main Street Bakery, and
he has agreed to working with us on locating the transformer on his property
for the needs of both his project and our little residence.
6. Continue to review the impact of trees on the adjacent properties relative to the
planned basement excavation.
Discussion with the neighboring properties have begun about the trees that
are in close proximity to the historic resource. If the trees to the west on the
Explore Book Store side are not able to be removed, the foundation and
basement below will have to be brought in (east) to meet the needs of the
existing trees.
Dave Radick and David Coon of the Parks department met us on site and
have suggested that most of the trees come down. There are too many,
and they are not safe for the structure. The tree to the east is growing under
the foundation of the neighboring building, which will cause structural
damage to that building and eventually to our building.
We are still trying to work out an arrangement with the neighbor about the
trees on the west.
418 E. Cooper Ave, Suite 201 | Aspen, Colorado | 81611 | 970.925.2252
7. Restudy the roof on the gable portion of the addition. Staff recommends the
addition pitch match the resource and that the spring point on the upper floor be
reduced to achieve this. Staff recommends restudy of the roof forms on the east
side of the gable to simplify and relate to the resource. The long slope over the
stair is particularly unrelated.
This issue was resolved at the second HPC meeting with the roof pitches
and forms adjusted.
The other concerns of the HPC at that time were the windows on the east
side of the addition. Since that meeting, we have reduced the amount of
glazing on that wall significantly, centering one window on that wall instead
of having most of the wall being glazing. We also covered the glazing on
the east side of the linking element w louvers to reduce the perceived
amount of glazing on that side. To tie this louver element into another part
of the addition, we created a similar louver at the walls that meet the roof
overhang on the upper level; on the west side, these new louvers extend to
the ground.
8. The HPC wanted to see details of the green roof, and a smaller fascia line on the
addition so it would be more similar to the Historic resource.
We have included details on how both of these areas will be addressed. Please
see the updated landscape plan and exterior lighting in the packet as well.
9. The materials for the home are shown on the attached sheets A.9.01-9.03
We have kept the material palette simple; horizontal wood siding similar to the size
of typical historic shiplap siding... which we are hoping to expose from under the
asphalt shingles that exist today- the new siding will be butt joint, to be an element of
our time. The shingles will be repaired/replaced on the historic building; the new
roof will be standing seam metal. The railing around the deck on the south side will
be frosted glass.
Thank you for your consideration of this project. We are pleased with the results of
this collaboration with the HPC.
Warmest Regards,
Kim
Kim Raymond Architecture + Interiors
418 E Cooper Street, Suite 201
Aspen, CO 81611
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
G.0.01
5/5/20
GENERAL
INFORMATION
DATE
1/31/2020
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3/4/2020
5/4/2020
CONTRACTOR
- -
STRUCTURAL ENGINEER
CIVIL ENGINEER
- -
MECHANICAL ENGINEER
G.0.01 GENERAL INFORMATION
SURVEY
A.1.01 EXISTING SITE PLAN
A.1.02 PROPOSED SITE PLAN
A.1.03 PROPOSED LANDSCAPE PLAN
A.1.04 EXISTING FAR CALCULATIONS
A.1.05 PROPOSED FAR CALCULATIONS
A.1.06 TREE REMOVAL PLAN
A.1.07 PROPOSED EXTERIOR LIGHTING PLAN
A.2.01 EXISTING PLANS
A.2.02 PROPOSED LOWER LEVEL PLAN
A.2.03 PROPOSED MAIN LEVEL PLAN
A.2.04 PROPOSED UPPER LEVEL PLAN
A.2.05 PROPOSED ROOF PLAN
A.3.01 EXISTING ELEVATIONS
A.3.02 PROPOSED ELEVATIONS: NORTH & EAST
A.3.03 PROPOSED ELEVATIONS: SOUTH & WEST
A.4.01 PROPOSED BUILDING SECTIONS
A.4.02 PROPOSED BUILDING SECTIONS
A.4.03 PROPOSED BUILDING SECTIONS
A.6.01 ARCHITECTURAL DETAILS
A.6.02 ARCHITECTURAL DETAILS
A.7.01 SCHEDULES
- -
- -
13
4
2
LEGAL DESCRIPTION: Subdivision: CITY AND TOWNSITE OF ASPEN Block: 74 Lot: F
VICINITY MAP
227 EAST MAIN STREET
1
A7.1
LOCATION
KIM RAYMOND ARCHITECTS, INC.
418 EAST COOPER AVENUE, SUITE 201
ASPEN, CO 81611
970-925-2252
ARCHITECT
227 E. MAIN
ABBREVIATIONS
MATERIAL LEGEND
VICINITY MAP
PROJECT TEAMAPPLICABLE CODES PROJECT DATA
SHEET INDEX (CONTINUED)
SHEET INDEXSYMBOL LEGEND
Subdivision:
PARCEL ID NUMBER:
ZONING:
LOT SIZE:
BLDG USE:
OCC. GROUP:
CONST. TYPE:
CLIMATE ZONE:
FIRE SPRINKLERS:
LAND USE CATEGORY:
TOWNSHIP:
RANGE:
SECTION:
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
PLT.
S.T.D.SLOPE TO DRAIN
A
A.B.
A.F.F.
A.F.G.
A/C
ABC
ABS
ABV.
ACB
ACOU.
ACT
ADD.
AG
AHU
AL. or ALUM.
ALT.
ANL
ASPH.
AVG
AWG
B.M.
B.N.
B.O.
B.O.F.
B.U.
B/C
BD.
BLDG
BLK.
BLKG.
BM.
BR
BRG.
BRZ
C.A.P.
C.D.
C.I.P.
C.J.
C.O.
C.T.
CAB
CAM.
CCTV
CEM.
CER
CFM
CH
CKT. BKR.
CL or C.L.
CLG.
CLKG.
CLO.
CLR.
CMU
CNTRD.
COL.
COMB.
CONC.
CONST.
CONT.
CONTR.
CU
d
D.F.
D.G.
D.S.
D/W
DBL.
DEMO
DIA. or Ø
DIAG.
DIM.
DL
DN.
DR
E.A.
E.F.
E.J.
E.N.
E.W.
EA.
EL
ELECT.
ELEV.
EMC
EMT
ENT
EQ.
EQUIP.
EST.
EVAP.
EWC
EXC
EXH.
EXIST. or E
EXT.
F.A.
F.C.
F.C.O.
F.D.
F.E.
F.N.
F.O.
F.S.
F/G
FAB.
FACP
FDC
FDN.
FHC
FIN.
FL
FLG.
FLUOR.
FP
FTG.
FURN.
G.I.
GA.
GALV.
GAR.
GFCI
GFI
GL
GLB
GM
GM
GRC
GYP.
GYP. BD.
H.B.
H.C.
H.M.
H/C
HDBD.
HDW
HGT.
HOR.
HTR
HVAC
HW
HYD.
I.C.
I.D.
I.F.
ID
IG
IMC
IMPG
INCL.
INSUL.
INT.
J-BOX
JCT
JT.
K-D
KD
KO
L.E.D.
L.FT.
LAM
LAT.
LAV
LD.
LIN.
LINO.
LT.
LTG.
LVL
M.B.
M.H.
M.I.
M.O.
MAR.
MAS.
MAT'L
MAX.
MECH.
MED.
MFG.
MFR.
MIN.
MISC.
MOD
MTL.
MUL
N.I.C.
N.T.S.
NCM
NFC
NLR.
NO.
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O.C.
O.D.
O.H.
O.I.
O.R.
OAI
OH
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OPPO.
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P.L.
P.LAM.
P.O.C.
PERP. or
PH or Ø
PL.
PLAS.
PLUMB.
PLYWD.
PORC.
PERF.
PREFAB.
PSF
PSI
PTN.
PVC
PWR.
Q.T.
QTY.
R
R.D.L.
R.D.O.
R.O.
R.O.W. or R/W
REF
REF.
REINF.
REQ'D.
RET.
REV.
RM
RMV.
S.C.
S.D.
S.O.V.
S/L
S/S
SC
SCHED.
SECT.
SES
SH
SHT'G.
SIM.
SPA.
SPECS
SPKR.
SQ. FT.
SQ. IN.
STC
STD.
STL.
SUSP.
SW
SYM
SYS.
T & G
T.B.
T.M.B.
T.O.
T.O.B.
T.O.C.
T.O.F.
T.O.J.
T.O.M.
T.O.S.
T.O.W.
T.S.
T.V.
TEL.
TH.
THD.
THK.
THRU
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TRANS.
TYP.
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V.B.
V.I.F.
VA
VERT.
WC
WDW
WCT
WP
WT.
W/
W/O
WD.
W.I.
YD.
AMPERES
ANCHOR BOLT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR CONDITIONING
AGGREGATE BASE COURSE
ACRYLONITRILE-BUTADIENE-STYRENE
ABOVE
ASBESTOS-CEMENT BOARD
ACOUSTIC
ACOUSTICAL CEILING TILE
ADDITION or ADDENDUM
ABOVE GRADE
AIR HANDLER UNIT
ALUMINUM
ALTERNATE
ANNEALED
ASPHALT
AVERAGE
AMERICAN WIRE GAUGE
ANGLE
BENCH MARK
BOUNDARY NAILING
BOTTOM OF
BOTTOM OF FOOTING
BUILT UP
BACK OF CURB
BOARD
BUILDING
BLOCK
BLOCKING
BEAM
BRASS
BEARING
BRONZE
CONCRETE ASBESTOS PIPE
CONSTRUCTION DOCUMENTS
CAST IN PLACE
CONTROL JOINT
CLEAN OUT
CERAMIC TILE
CABINET
CAMBER
CLOSED CIRCUIT TELEVISION
CEMENT
CERAMIC
CUBIC FEET PER MINUTE
CHANNEL
CIRCUIT BREAKER
CENTERLINE
CEILING
CAULKING
CLOSET
CLEAR
CONCRETE MASONRY UNIT
CENTERED
COLUMN
COMBINATION
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
COPPER
PENNY
DRINKING FOUNTAIN
DECOMPOSED GRANITE
DOWN SPOUT
DISHWASHER
DOUBLE
DEMOLITION
DIAMETER
DIAGONAL
DIMENSION
DEAD LOAD
DOWN
DOOR
EXPANSION ANCHOR
EXHAUST FAN
EXPANSION JOINT
END NAILING
EACH WAY
EACH
ELEVATION
"ELECTRIC, ELECTRICAL"
ELEVATOR
ELECTRICAL METALLIC CONDUIT
ELECTRICAL METALLIC TUBING
ELECTRICAL NON-METALLIC TUBING
EQUAL
EQUIPMENT
ESTIMATE
EVAPORATIVE COOLER
ELECTRIC DRINKING COOLER
EXCAVATE
EXHAUST
EXISTING
EXTERIOR
FIRE ALARM
FAN COIL
FLOOR CLEAN OUT
FLOOR DRAIN
FIRE EXTINGUISHER
FIELD NAILING
FACE OF
FLOOR SINK
FIBERGLASS
FABRICATE
FIRE ALARM CONTROL PANEL
FIRE DEPARTMENT CONNECTION
FOUNDATION
FIRE HOSE CABINET
FINISH
FLOOR
FLOORING
FLUORESCENT
FIRE PROOF
FOOTING
FURNISH
GALVANIZED IRON
GAUGE
GALVANIZED
GARAGE
GROUND FAULT CIRCUIT INTERRUPTER
GROUND FAULT INTERRUPTER
GLASS
GLUE LAMINATED BEAM
GRADE MARK
GATE VALVE
GALVANIZED RIGID TUBING
GYPSUM
GYPSUM BOARD
HOSE BIBB
HOLLOW CORE
HOLLOW METAL
HANDICAPPED
HARDBOARD
HARDWARE
HEIGHT
HORIZONTAL
HEATER
HEATING, VENTILATING & AIR CONDITIONING
HOT WATER
HYDRAULIC
INTERCOM OUTLET
INSIDE DIAMETER
INSIDE FACE
IDENTIFICATION
ISOLATED GROUND
INTERMEDIATE METALLIC CONDUIT
IMPREGNATED
INCLUDE, INCLUSIVE
INSULATION
INTERIOR
JUNCTION BOX
JUNCTION
JOINT
KNOCK DOWN
KILN DRIED
KNOCK OUT
LIGHT EMITTING DIODE
LINEAR FEET
LAMINATE
LATERAL
LAVATORY
LEAD
LINEAR
LINOLEUM
LIGHT
LIGHTING
LAMINATED VENEER LUMBER
MACHINE BOLT
MANHOLE
MALLEABLE IRON
MASONRY OPENING
MARBLE
MASONRY
MATERIAL
MAXIMUM
MECHANICAL
MEDIUM
MANUFACTURING
MANUFACTURER
MINIMUM
MISCELLANEOUS
MODULAR
METAL
MULLION
NOT IN CONTRACT
NOT TO SCALE
NON-CORROSIVE METAL
NOT FOR CONSTRUCTION
NAILER
NUMBER
NOMINAL
ON CENTER
OUTSIDE DIAMETER
OVER HANG
ORNAMENTAL IRON
OUTSIDE RADIUS
OUTSIDE AIR INTAKE
OVER HEAD
OPENING
OPPOSITE
PRECAST CONCRETE
PROPERTY LINE
PLASTIC LAMINATE
POINT OF CONNECTION
PERPENDICULAR
PHASE
PLASTER
PLATE
PLASTIC
PLUMBING
PLYWOOD
PORCELAIN
PERFORATED
PREFABRICATED
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PARTITION
POLYVINYLCLORIDE
POWER
QUARRY TILE
QUANTITY
RADIUS
ROOF DRAIN LEADER
ROOF DRAIN OVERFLOW
ROUGH OPENING
RIGHT OF WAY
REFRIGERATOR
REFERENCE
REINFORCED
REQUIRED
RETURN
REVISION
ROOM
REMOVE
SOLID CORE
SMOKE DETECTOR
SHUT OFF VALVE
SKYLIGHT
STAINLESS STEEL
SELF CLOSING
SCHEDULE
SECTION
SERVICE ENTRANCE SECTION
SHEET
SHEATHING
SIMILAR
SPACE
SPECIFICATIONS
SPEAKER
SQUARE FEET
SQUARE INCHES
SOUND TRANSMISSION CLASS
STANDARD
STEEL
SUSPENDED
SWITCH
SYMMETRICAL
SYSTEM
TONGUE AND GROOVE
THROUGH BOLT
TELEPHONE MOUNTING BOARD
TOP OF
TOP OF BEAM
TOP OF CURB
TOP OF FOOTING
TOP OF JOIST
TOP OF MASONRY
TOP OF SLAB
TOP OF WALL
TUBE STEEL
TELEVISION OUTLET
TELEPHONE
THRESHOLD
THREADED
THICK
THROUGH
TOILET
TRANSFORMER
TYPICAL
UNFINISHED
URINAL
VAPOR BARRIER
VERIFY IN FIELD
VOLT AMPERE
VERTICAL
WATER CLOSET
WINDOW
WAINSCOT
WEATHER PROOF
WEIGHT
WITH
WITHOUT
WOOD
WROUGHT IRON
YARD
VCT VINYL COMPOSITION TILE
JOISTJST.
ALL CODES REFERENCED ARE TO BE USED AS
AMENDED BY THE STATE OF COLORADO AND
LOCAL JURISDICTION.
-2017 INTERNATIONAL RESIDENTIAL CODE
-2017 INTERNATION MECHANICAL CODE
-2017 INTERNATIONAL PLUMBING CODE
-2017 INTERNATIONAL FUEL & GAS CODE
-2015 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)
-2014 NATIONAL ELECTRICAL CODE
FINISH WOOD
WOOD STUD
BLOCKING
STEEL
STEEL STUD
FRAMED WALL
BATT INSULATION
PLYWOOD
CONCRETE
STONE
CMU
SAND
GRAVEL
GWB
COMPACTED SOIL
SPRAY-FOAM INSULATION
RIGID INSULATION
GRID LINE
BREAK LINE
MATCH LINE
REVISION
A-701
ELEVATION MARKER
SECTION MARKER
DETAIL CUT
DETAIL
1
A-501
ELEVATION
D01
W01
ROOM NAME
101
INTERIOR ELEVATION MARKER
ELEVATION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
SHEET NUMBER
ELEVATION NUMBER
SPOT ELEVATION
DOOR MARK
WINDOW MARK
ROOM NAME AND NUMBER
1
A-301
1
A-201
11
MAXIMUM FLOOR AREA: 1,920 SQ FT
ALLOWABLE DECK (15% OF MAX FLOOR AREA): 288 SQ FT
FRONT SETBACK: 5'-10"
SIDE SETBACKS: 3'-0"
REAR SETBACK: 5'-0"
MAXIMUM HEIGHT (PRINCIPAL STRUCTURE) (FT.): 25'-0"
227 EAST MAIN STREET
ASPEN, CO 81611
PLANNING APPROVALS
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.1.01
5/5/20
EXISTING
SITE PLAN
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
SLOPED ROOF
SLOPED ROOF
SLOPED ROOF
SLOPED ROOF
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SLOPE
7" : 12"
SLOPE
5 1/4" : 12"
SLOPE
7" : 12"
SLOPE
7" : 12"
5'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
MA
I
N
S
T
R
E
E
T
AL
L
E
Y
EXISTING BUILDING
EXISTING BUILDING
EXISTING PARKING LOT
EXISTING SIDEWALK
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.1.02
5/20/20
PROPOSED
SITE PLAN
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
4'-2"
VARIANCE
5'-10"
PROPOSEDSETBACK
3'
-
0
"
SE
T
B
A
C
K
SHED ROOF
SLOPED ROOF
FLAT ROOF
GREEN ROOF
ON LINK BELOW
SLOPED ROOF
SLOPED ROOF
SLOPED ROOF
SLOPED ROOF
PARKING SPACE
PATIO AT GROUND LEVEL
WINDOW WELL
WITH GRATE
SLOPED ROOF
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
SL
O
P
E
5
1
/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SLOPE
7" : 12"
SLOPE
5 1/4" : 12"
SLOPE
7" : 12"SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
1/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
5'
-
0
"
SE
T
B
A
C
K
3'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(PROPOSED)
SL
O
P
E
9
1
/
4
"
:
1
2
"
GREEN ROOF DECK BELOW
MA
I
N
S
T
R
E
E
T
AL
L
E
Y
EXISTING BUILDING
EXISTING BUILDING
EXISTING PARKING LOT
EXISTING SIDEWALK
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
UP
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(PROPOSED)
PV PANELS
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.1.03
5/5/20
PROPOSED
LANDSCAPE
PLAN
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
4'-2"
VARIANCE
5'-10"
PROPOSEDSETBACK
3'
-
0
"
SE
T
B
A
C
K
5'
-
0
"
SE
T
B
A
C
K
3'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(PROPOSED)
EXISTING BUILDING
EXISTING BUILDING
PROPOSED ADDITION PROPOSED HISTORIC BUILDINGPROPOSED LINKPROPOSED ATTACHED GARAGE
WO
O
D
D
E
C
K
I
N
G
CONCRETE
WALKWAY
CONCRETE
SIDEWALK
TILE PATIO
METAL GRATE OVER
WINDOW WELL
UP
UP
EXISTING CONCRETE SIDEWALK
MA
I
N
S
T
R
E
E
T
AL
L
E
Y
ROCK XERISCAPING
ELEVATED RAIN GARDEN WITH ANNUAL FLOWERS
AN
N
U
A
L
F
L
O
W
E
R
G
A
R
D
E
N
AN
N
U
A
L
F
L
O
W
E
R
G
A
R
D
E
N
ANNUAL FLOWER GARDEN
ROCK XERISCAPING (ROCK GARDEN)
GRASS
TILE (PAVERS, OR PATIO)
PERMEABLE PARKING PAVERS
CONCRETE WALKWAYS/SIDEWALK
METAL GRATE (WINDOW WELL)
PROPOSED BUILDING
EXISTING BUILDING
ELEVATED RAIN GARDEN
SHED
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(PROPOSED)
PERMEABLE PAVERS
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.1.04
5/5/20
EXISTING FAR
CALCULATIONS
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
5'
-
0
"
SE
T
B
A
C
K
10'-0"
ORIGINALSETBACK
5'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
724 sq ft
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
EXISTING FLOOR AREA SUMMARY
LOWER LEVEL FLOOR AREA: 0 sq ft
MAIN LEVEL FLOOR AREA: 724 sq ft
UPPER LEVEL FLOOR AREA: 0 sq ft
__________________________________________
TOTAL EXISTING FLOOR AREA: 724 sq ft
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.1.05
5/5/20
PROPOSED FAR
CALCULATIONS
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
292 sq ft
60 sq ft
109 sq ft
43 sq ft 538 sq ft
261 sq ft 521 sq ft
151 sq ft 110 sq ft
126 sq ft
93 sq ft
29 sq ft 75 sq ft
342 sq ft
33 sq ft
42 sq ft 241 sq ft
26'-8"5'-6"
10'-0"44'-5"
22'-4"44'-5"12'-6"10'-1"11'-9"8'-7 1/2"
31'-3 1/8"
3'-7"
3'-10"21'-11 5/8"
1 3
4 5 6
7 8 10 11 12 13
2
14 15
W0
5
W04
W03
W02
W0
1
UP
2,013 sq ft
W2
6
W2
6
W3
3
D2
4
D25
W32W31 D23
D2
2
W29W30 W28
W34
W2
1
W2
2
D2
1
W23
W24
D2
6
W25
D2
2
UP
8'
-
6
"
18'-0"
DN
UP
DN 83 sq ft
EXEMPT
1,296 sq ft300 sq ft
(- 250 & / 2)25 sq ft
101 sq ftPATIO EXEMPT(WITHIN 6" OFF GRADE)
W2
6
W48W47W47W48
W4
4
W4
5
W4
6
W4
5
W4
3
W4
4
W4
3
D32
D3
4
D3
3
W4
2
D3
0
DN
W4
0
W4
1
501 sq ft
DECK
290 sq ft
SCALE: 3/16" = 1'-0"4 FAR ELEVATIONS
SCALE: 3/16" = 1'-0"1 PROPOSED LOWER LEVEL FAR
SCALE: 3/16" = 1'-0"2 PROPOSED MAIN LEVEL FAR
SCALE: 3/16" = 1'-0"3 PROPOSED UPPER LEVEL FAR
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
.
M
A
I
N
HI
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T
O
R
I
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N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
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N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.1.06
5/5/20
TREE
REMOVAL
PLAN
DATE
1/31/2020
KI
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D
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,
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C
.
41
8
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V
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N
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E
,
S
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2
0
1
ww
w
.
k
i
m
r
a
y
m
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n
d
a
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c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
CITY OF ASPEN – TREE REMOVAL / DRIPLINE EXCAVATION SPECIFICATION SHEET
• A construction fence must be erected along the entire dripline of all trees on site and any tree canopy from neighboring prop erty.
This will serve as the Tree Protection Zone (TPZ). This fence is to be constructed in such a manner that the area inside th e
dripline is protected and must remain in place until final landscape improvements are made. AN INSPECTION OF THIS FENCE
MUST BE PERFORMED BEFORE ANY CONSTRUCTION OR DEMOLITION ACTI VITIES BEGIN. PLEASE ARRANGE THIS INSPECTION
WITH IAN GRAY, CITY FORESTER, AT 429-2031.
• No materials may be stored in the TPZ, including but not limited to, construction backfill, construction traffic, or any other
construction materials.
• No excavation, grading or trenching may occur within the TPZ without the consent of the City of Aspen Forester or his designee.
• No parking of vehicles or equipment and No dumping of any waste products may occur in the TPZ.
• Any roots cut during excavation shall be pruned with sharp loppers/pruners back to the soil line. The roots will further be
protected by burlap draped over the side of the excavation covering the exposed roots. This burlap shall be kept moist until the
excavation is backfilled.
• Site inspections shall be performed on a weekly basis, to ensure the above listed conditions are met.
• Any unapproved improvements or activities outside of those approved within this permit will be subject to mitigation in the f orm
of restoration.
• This permit must be posted on site during the construction process.
Drip Line Protection - City Code 13.20.020 (b)(2)(3): Recommended Trunk Protection System:
Irrigation Installation Guidelines
The design and layout of new irrigation systems shall follow the requirements of the City of Aspen Water Efficient Landscape Standards.
Wherever possible, new irrigation lines shall be installed outside of the driplines of existing trees. Mechanical trenching for new irrigation
installation shall not be used within the driplines of existing trees. This shall be restricted to hand digging in consultation with the City Forester.
Roots over 2” inches in diameter shall not be cut unless absolutely necessary upo n approval from the City Forester. Trenches shall not exceed
6” inches in width. The minimum depth for main lines shall be 18” inches and 12” inches for laterals. Separate irrigation zon es for trees with
drip, bubbler or soaker-style delivery is recommended so quantities and rates may be appropriately controlled.
All trees adjacent to this construction project must receive supplemental watering on an as needed basis
depending on soil conditions and precipitation. The following chart may be used a guideline:
Tree Size Class Small Trees - x1 Weekly
10 gal/Inch
Medium Trees - x3 per Month
10 gal/inch
Large Trees - x2 per Month
15 gal/inch
Tree Trunk Diameter 1” 2” 3” 4” 6” 8” 10” 12”
14”
Deep Root Fork
2 gal/min
5 10 15
minutes
20 30 40
minutes
75 90
105
minutes
Deep Root Needle
2 gal/min
5 10 15
minutes
20 30 40
minutes
75 90
105
minutes
Soft Spray Wand
4 gal/min
3 5 8
minutes
10 15 20
minutes
38 45
53
minutes
Soaker Hose
2 gal/min
5 10 15
minutes
20 30 40
minutes
75 90
105
minutes
= DECIDUOUS TREES
= CONIFEROUS TREES
= EXISTING FENCE
= TREE PROTECTION FENCE
= DECIDUOUS TREE TO BE REMOVED
= CONIFEROUS TREE TO BE REMOVED
= TREE PROTECTION AREA= EXISTING RESIDENCE FOORPRINT
TREE
#SPECIES DBH
1
2
3
4
5
6
7
8
9
10
11
12
13
DECIDUOUS
EVERGREEN
14
15
7"
14"
12"
4"
6"
5"
8"
6"
3"
6"
4"
5"
8"
10"
12"
STATUS
EXISTING TO REMAIN
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
EXISTING TO REMAIN
TO BE REMOVED
TO BE REMOVED
EXISTING TO REMAIN
EXISTING TO REMAIN
FULL TREE
MITIGATION VALUE
MITIGATION VALUE
PER CITY FORESTER
16
6"TO BE REMOVED
FREE
TREE PROTECTION & DRIPLINE EXCAVATION NOTES
1. ALL EXISTING TREES IDENTIFIED AS TO BE REMOVED WILL BE FULLY MITIGATED PER CITY OF ASPEN CODE AND REVIEW
2. CODE-SIZED TREES ARE TO REMAIN UNLESS OTHERWISE NOTED ON THIS PLAN
3. CONTACT THE LANDSCAPE ARCHITECT AND THE CITY FORESTER PRIOR TO ANY TREES REQUIRING REMOVAL DUE TO CONSTRUCTION ACTIVITY THAT HAVE BEEN DESIGNATED "TO REMAIN".
4. TREE REMOVAL PERMIT DOCUMENT IS ON FILE AT ASPEN PARKS DEPARTMENT AND MUST BE AVAILABLE FOR INSPECTION AT THE PROJECT SITE.
5. ENGAGE A CERTIFIED ARBORIST TO ROOT PRUNE ANY TREE TO REMAIN THAT WILL HAVE EXCAVATION WORK WITHIN THE TREE'S DRIP LINE. ROOT PRUNING IS TO BE PER THE CITY OF ASPEN'S STANDARDS AND THE SPECIFICATIONS FOR TEMPORARY TREE PROTECTION.
6. ALL EXCAVATION WITHIN THE DRIP LINE WILL BE REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH NO OVER-DIGGING. EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE.
7. ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE.
8. SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITHIN THE ZONE OF VEGETATION PROTECTION. THE MULCH SHALL BE MAINTAINED BY THE CONTRACTOR AT A LEVEL OF 6" DURING THE ENTIRE PROJECT.
9. IRRIGATION OF TREES IS REQUIRED THROUGHOUT THE ENTIRE LENGTH OF THE PROJECT. THE GENERAL CONTRACTOR SHALL ENSURE TREES ARE IRRIGATED AT A RATE WHICH IS APPROPRIATE FOR PROPER HEALTH. CONSULT WITH CITY FORESTER OR LANDSCAPE
ARCHITECT FOR WATERING SCHEDULE RECOMMENDATIONS. ADDITIONAL WATERING WILL TAKE PLACE ALONG THE EDGE OF THE ROOT CUTTINGS. THE CONTRACTOR WILL BE REQUIRED TO PLACE A BURLAP PROTECTION COVER OVER THE CUT ROOTS. THE CONTRACTOR
WILL IRRIGATION THE BURLAP WITH AN APPROPRIATE AMOUNT OF WATER IN ORDER TO KEEP THE BURLAP MOIST.
10. ALL REMAINING TREES ON SITE TO BE MONITORED FOR INSECT, FERTILIZATION, WATERING AND OVERALL HEALTH AND VIGOR WHILE BUILDING IS UNDER CONSTRUCTION BY A CERTIFIED ARBORIST. FOLLOW A WATERING SCHEDULE FOR ALL EXISTING TREES TO REMAIN
AS RECOMMENDED BY ARBORIST. SOURCE OF WATER PER CONTRACTOR BUT ENSURE ARBORIST RECOMMENDATIONS ARE IMPLEMENTED.
11. THERE WILL NO STORAGE OF MATERIAL, EQUIPMENT, OR ACTIVITY ALLOWED WITHIN THE TREE PROTECTION FENCING.
12. FOR PROTECTED WALKWAYS FOR FOOT TRAFFIC, GENERAL CONTRACTOR IS TO LAY DOWN 6" MULCH WITH 3/4" PLYWOOD OVER FOR TREE PROTECTION.
13. FOR PROTECTED WALKWAYS FOR MACHINERY & STAGING TRAFFIC, GENERAL CONTRACTOR IS TO LAY DOWN 6" BASE, 3/4" PLYWOOD, AND 6' MULCH FOR TREE PROTECTION.
GENERAL NOTES
1. THIS PLAN SHOWS BOTH EXISTING AND PROPOSED CONDITIONS FOR CLARITY
OF EXISTING SITE AND PROPOSED CONSTRUCTIONS ACTIVITIES RELATED TO TREES.
= PROTECTED WALKWAY (FOOT PATH)
= PROTECTED WALKWAY (MACHINERY)
SEE TREE PROTECTION & DRIPLINE EXCAVATION NOTE 12
SEE TREE PROTECTION & DRIPLINE EXCAVATION NOTE 13
12"EXISTING TO REMAIN17
18
19
20
21
22
23
24
25
DECIDUOUS
DECIDUOUS
DECIDUOUS
DECIDUOUS
EVERGREEN
EVERGREEN
DECIDUOUS
EVERGREEN
DECIDUOUS
DECIDUOUS
DECIDUOUS
EVERGREEN
EVERGREEN
EVERGREEN
EVERGREEN
DECIDUOUS
EVERGREEN
EVERGREEN
EVERGREEN
DECIDUOUS
DECIDUOUS
DECIDUOUS
DECIDUOUS
4"
5"
4"
3"
6"
24"
6"
6"
DRIP
LINE
10'
10'
12'
6'
9'
9'
8'
8'
8'
5'
8'
8'
8'
10'
10'
15'
15'
6'
8'
6'
6'
7'
15'
8'
8'
FREE
1 2
3
4
5
6
7
8
9
10
11
12
13
14
15 16 17
18
19
20
21
22
23
24
25
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
EXISTING TO REMAIN
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
565.20
FREE
FREE
5,086.80
1,271.70
2,260.80
1,271.70
1,271.70
FREE
1,271.70
FREE
FREETO BE REMOVED
- -
- -
- -
- -
- -
- -
TOTAL
1,271.70
- -
- -
- -
15,154.42
TO BE REMOVED 883.12
PROPERTY LINE
PR
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I
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E
PROPERTY LINE
PR
O
P
E
R
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Y
L
I
N
E
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
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22
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T
AS
P
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N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.1.07
5/5/20
PROPOSED
EXTERIOR
LIGHTING
PLANS
DATE
1/31/2020
KI
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41
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2
0
1
ww
w
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k
i
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r
a
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m
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a
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c
h
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t
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c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
W2
6
W2
6
W3
3
D2
4
D25
W32W31 D23
D2
2
W29W30 W28
W34
W2
1
W2
2
D2
1
W23
W24
D2
6
W25
D2
2
8'
-
6
"
18'-0"
EXT-2 LIGHT
EXT-2 LIGHT EXT-1 LIGHT
EXT-3 LIGHT ABOVE DOOR
1-Light 6" Porch Light Outdoor Wall Light with Frosted
Glass Mason Jar
NUVO 76-702
Fixture Type
Outdoor Wall Light
Collection
No
Style
Traditional
Finish
Gloss White
Width
4"
Height
8.5"
Shade Description
Frosted Mason Jar
Shade Material
Glass
Extension
5.5"
Number of Lights
1-Light
Max Wattage
60 Watts
Lamp Type
Incandescent
Bulb Type
A19 Bulb
Bulb Base
Medium Base
Bulb Included
No
Replaceable Light Source
Yes
Certification
UL Listed
Safety Rated
Wet Location
Energy Saver
No
Energy Star
No
UPC
045923767029
Warranty
1-Year Warranty
SHELTER
EXTRA SMALL WALL MOUNT LANTERN
1326BK
Shelter’s minimalist style in aluminum creates a chic,
dramatic statement as the light from above grazes through
its clear seedy glass. Shelter comes standard Dark Sky
compliant.
FINISH: Black
GLASS: Clear Seedy
WIDTH: 4.5"
HEIGHT: 15.5"
LIGHT SOURCE: Socket
WATTAGE: 1-50w GU10 *Included
Powered by TCPDF (www.tcpdf.org)
HINKLEY
33000 Pin Oak Parkway
Avon Lake, OH 44012
PHONE: (440) 653-5500
Toll Free: 1 (800) 446-5539
hinkley.com
W2
6
W48W47W47W48
W4
4
W4
5
W4
6
W4
5
W4
3
W4
4
W4
3
W4
2
D3
0
W4
0
W4
1
EXT-2 LIGHT
2
A.
3
.
0
2
2
A.
3
.
0
3
BELDEN PLACE
LARGE WALL MOUNT LANTERN
2865OZ
Belden Place offers stylish simplicity with a dash of nautical
elegance in durable solid aluminum construction. Its clean
lines offer a modern take on a vintage gas lantern.
FINISH: Oil Rubbed Bronze
GLASS: Clear
WIDTH: 12"
HEIGHT: 19.3"
LIGHT SOURCE: Socket
WATTAGE: 1-100w Med.
Powered by TCPDF (www.tcpdf.org)
HINKLEY
33000 Pin Oak Parkway
Avon Lake, OH 44012
PHONE: (440) 653-5500
Toll Free: 1 (800) 446-5539
hinkley.com
SCALE: 1/4" = 1'-0"4 MAIN LEVEL EXTERIOR LIGHTING PLAN
1 EXT-1 EXTERIOR LIGHT
2 EXT-2 EXTERIOR LIGHT
SCALE: 1/4" = 1'-0"5 UPPER LEVEL EXTERIOR LIGHTING PLAN3EXT-3 EXTERIOR LIGHT
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
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A
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HI
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O
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A
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I
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22
7
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A
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N
S
T
R
E
E
T
AS
P
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N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.2.01
5/5/20
EXISTING
PLANS
DATE
1/31/2020
KI
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,
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41
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S
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2
0
1
ww
w
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k
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m
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d
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c
h
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t
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c
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s
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c
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97
0
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9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
5'
-
0
"
SE
T
B
A
C
K
10'-0"
ORIGINALSETBACK
5'
-
0
"
SE
T
B
A
C
K
5'-0"
SETBACK
PROPERTY LINE
PR
O
P
E
R
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Y
L
I
N
E
PROPERTY LINE
PR
O
P
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L
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E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
SLOPED ROOF
SLOPED ROOF
SLOPED ROOF
SLOPED ROOF
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SLOPE
7" : 12"
SLOPE
5 1/4" : 12"
SLOPE
7" : 12"
5'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SCALE: 1/4" = 1'-0"1 EXISTING MAIN LEVEL
SCALE: 1/4" = 1'-0"2 EXISTING ROOF PLAN
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
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M
A
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HI
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T
O
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I
C
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N
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V
A
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I
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22
7
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A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.2.02
5/5/20
PROPOSED
LOWER
LEVEL PLAN
DATE
1/31/2020
KI
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41
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C
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,
S
U
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2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020DOUBLE
STACKED
WASHER/DRYER
BE
N
C
H
SHOWER
WC
BE
N
C
H
SHOWER
WC
W0
5
W04
W03
W02
D0
1
D04
W0
1
D05
D06
D0
1
D0
3
D0
6
D0
6
D03
A
A
B
B
C
C
D
D
1
4
66
E
E
F
F
G
G
J
J
3
2
55
4.5
UP
28
'
-
0
"
14
'
-
0
"
14
'
-
0
"
14
'
-
7
"
11
'
-
0
"
25
'
-
7
"
20'-6"3'-0"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
20'-6"3'-0"22'-4"10'-0"32'-7 1/8"
20'-6"3'-0"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
88'-5 1/8"
20'-6"3'-0"32'-4"32'-7 1/8"
88'-5 1/8"
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
5'-10"PROPOSED
SETBACK
3'
-
0
"
SE
T
B
A
C
K
FAMILY
ROOM
GUEST MASTER
WINDOW WELL
MECHANICAL ROOMLAUNDRY
BEDROOM 1
GUEST
MASTER
BATH
GUEST MASTER CLOSET
WET BAR
BATH 1
POWDER
CLOSET
GYM
5'
-
0
"
SE
T
B
A
C
K
3'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
CR
E
D
E
N
Z
A
AR
T
W
A
L
L
HANGINGHANGING
DRAWERS BELOW
TV ABOVE
TV ABOVE
FIREPLACE BELOW
HANGINGHANGING
CREDENZA
DESK/STUDY
3
A.3.03
1
A.
3
.
0
2
2
A.
3
.
0
2
2
A.
3
.
0
3
1
A.
3
.
0
3
3
A.3.02
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE (PROPOSED)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(PROPOSED)
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.2.03
5/5/20
PROPOSED
MAIN LEVEL
PLAN
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
DW
TR
A
S
H
W2
6
W2
6
W3
3
D2
4
D25
W32W31 D23
D2
2
W29W30 W28
W34
W2
1
W2
2
D2
1
W23
W24
D2
6
D27
D2
8
W25
D26
D2
2
A
A
B
B
C
C
D
D
1
4
66
E
E
F
F
G
G
J
J
3
2
55
4.5
UP
45'-10"10'-0"32'-7 1/8"
23'-6"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
88'-5 1/8"
20'-6"3'-0"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
20'-6"3'-0"32'-4"32'-7 1/8"
20'-6"3'-0"22'-4"10'-0"32'-7 1/8"
28
'
-
0
"
12
'
-
6
"
1'
-
6
"
14
'
-
0
"
25
'
-
7
"
1'
-
1
1
"
12
'
-
8
"
11
'
-
0
"
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
4'-2"
VARIANCE
5'-10"
PROPOSEDSETBACK
8'
-
6
"
18'-0"
3'
-
0
"
SE
T
B
A
C
K
REF.
FRZ.
STORAGE
KITCHEN
FP /TV
EN
T
R
Y
C
L
O
S
E
T
DINING
BEDROOM 2
KING BED
DRAWERS
HA
N
G
I
N
G
POWDER
MUDROOM
DN
STAIR-
WELL
GARAGE
LIVING ROOM
UP
HANGING
BENCHES +
CABINETS ABOVE
PARKING SPACE
HANGING
PATIO
WINDOW WELL
DN
CA
B
I
N
E
T
W
/
CU
B
B
I
E
S
A
B
O
V
E
TA
L
L
C
A
B
I
N
E
T
(B
O
O
T
W
A
R
M
E
R
S
)
SKI STORAGE RACK
5'
-
0
"
SE
T
B
A
C
K
3'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(PROPOSED)
PARKING SPACE
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(PROPOSED)
3
A.3.03
1
A.
3
.
0
2
2
A.
3
.
0
2
2
A.
3
.
0
3
1
A.
3
.
0
3
3
A.3.02
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.2.04
5/5/20
PROPOSED
UPPER LEVEL
PLAN
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
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A
V
E
N
U
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,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
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m
o
n
d
a
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c
h
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t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
W2
6
W48W47W47W48
W4
4
W4
5
W4
6
W4
5
W4
3
W4
4
W4
3
D32
D3
4
D3
3
W4
2
D3
0
A
A
B
B
C
C
D
D
1
4
66
E
E
F
F
G
G
J
J
3
2
55
4.5
88'-5 1/8"
45'-10"10'-0"9'-3 1/2"23'-3 5/8"
20'-6"3'-0"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
88'-5 1/8"
45'-10"10'-0"9'-3 1/2"23'-3 5/8"
20'-6"3'-0"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
25
'
-
7
"
1'
-
1
1
"
12
'
-
8
"
11
'
-
0
"
28
'
-
0
"
1'
-
1
1
"
12
'
-
1
"
14
'
-
0
"
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
4'-2"
VARIANCE
5'-10"
PROPOSEDSETBACK
3'
-
0
"
SE
T
B
A
C
K
DN
MASTER
BEDROOM
MASTER
BATH
MASTER CLOSET
GREEN ROOF DECK
BE
N
C
H
GREEN ROOF ON LINK
STACKED
COMPACT
W/D
W4
0
W4
1
5'
-
0
"
SE
T
B
A
C
K
3'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
ALL WALLS & WINDOWS WITHIN 5'-0"
MUST BE FIRE RATED & NOT OPERABLE
GUTTER &
DOWNSPOUT
GUTTER &
DOWNSPOUT
GUTTER &
DOWNSPOUT
GUTTER &
DOWNSPOUT
GUTTER
GUTTER & DOWNSPOUT
STAIRWELL
SL
O
P
E
8"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SLOPE
7" : 12"
SLOPE
7" : 12"
SLOPE
5 1/4" : 12"
3
A.3.03
1
A.
3
.
0
2
2
A.
3
.
0
2
2
A.
3
.
0
3
1
A.
3
.
0
3
3
A.3.02
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(PROPOSED)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(PROPOSED)
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.2.05
5/20/20
PROPOSED
ROOF PLAN
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
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,
S
U
I
T
E
2
0
1
ww
w
.
k
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r
a
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m
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d
a
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c
h
i
t
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c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
3/4/2020
5/4/2020
A
A
B
B
C
C
D
D
1
4
66
E
E
F
F
G
G
J
J
3
2
55
4.5
88'-5 1/8"
20'-6"3'-0"32'-4"32'-7 1/8"
20'-6"3'-0"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
25
'
-
7
"
1'
-
1
1
"
12
'
-
8
"
11
'
-
0
"
88'-5 1/8"
20'-6"3'-0"32'-4"32'-7 1/8"
20'-6"3'-0"22'-4"10'-0"9'-3 1/2"17'-4 7/8"5'-10 3/4"
28
'
-
0
"
1'
-
1
1
"
12
'
-
1
"
14
'
-
0
"
5'
-
0
"
SE
T
B
A
C
K
10'-0"ORIGINAL
SETBACK
4'-2"
VARIANCE
5'-10"
PROPOSEDSETBACK
3'
-
0
"
SE
T
B
A
C
K
SLOPED ROOF
GREEN ROOF DECK BELOW
GREEN ROOF
ON LINK BELOWSHED ROOF
5'
-
0
"
SE
T
B
A
C
K
3'
-
0
"
SE
T
B
A
C
K
5'-0"SETBACK
GUTTER &
DOWNSPOUT
10 PV PANELS MOUNTED TO
STANDING SEAM METAL ROOF,
TO MATCH SLOPE OF ROOF
SLOPED ROOF
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
FLAT ROOF
SL
O
P
E
8"
:
1
2
"
SL
O
P
E
8"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SL
O
P
E
9
1
/
4
"
:
1
2
"
SLOPE
7" : 12"
SLOPE
7" : 12"
SLOPE
5 1/4" : 12"SL
O
P
E
5
1
/
4
"
:
1
2
"
SLOPE
1/4" : 12"
3
A.3.03
1
A.
3
.
0
2
2
A.
3
.
0
2
2
A.
3
.
0
3
1
A.
3
.
0
3
3
A.3.02
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
(E
X
I
S
T
I
N
G
)
SETBACK LINE
(PROPOSED)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(EXISTING)
SETBACK LINE
(PROPOSED)
N
SCALE: 1/4" = 1'-0"
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.3.01
5/5/20
EXISTING
ELEVATIONS
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
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E
2
0
1
ww
w
.
k
i
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r
a
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m
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d
a
r
c
h
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t
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c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
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N
O
V
A
T
I
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N
22
7
E
A
S
T
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A
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S
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AS
P
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,
C
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L
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A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
PR
O
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R
T
Y
L
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PR
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L
I
N
E
SCALE: 1/4" = 1'-0"1 EXISTING NORTH ELEVATION
SCALE: 1/4" = 1'-0"2 EXISTING EAST ELEVATION
SCALE: 1/4" = 1'-0"3 EXISTING SOUTH ELEVATION
SCALE: 1/4" = 1'-0"4 EXISTING WEST ELEVATION
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.3.02
5/20/20
PROPOSED
ELEVATIONS:
NORTH &
EAST
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
4.5
4.5
W21
D21
W22
W40
W41
W26
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
6
6
4
4
1
1
3
3
2
2
5
5
EXT-1 EXTERIOR LIGHT
PV PANELS TO
SLOPE W/ ROOF
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"TOP PLATE @ GABLE ROOF
120'-6"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
W23
W24
W25
W28W29W30
W27
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
D
D
C
C
B
B
A
A
J
J
G
G
F
F
E
E
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
TOP PLATE @ LINKING ELEMENT
108'-0"
T.O. PLY @ GARAGE ROOF DECK
111'-4"
T.O. BASEMENT SLAB
88'-0"
T.O. ADDITION MAIN LEVEL PLY
101'-2"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
T.O. GARAGE SLAB
101'-10 1/4"
WINDOW HEADER @ GARAGE
109- 10 7/8"
FINISH LEVEL @ GREEN ROOF
112'-0 7/8"
T.O. UPPER LEVEL PLY
111'-6"
1/3rd POINT ON GABLE
123'-11 3/4"
1/3rd POINT ON GABLE
123'-11 3/4"
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
6
6
3
3
2
2
5
5
PV PANELS TO
SLOPE W/ ROOF
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
WINDOW HEADER @ ADDITION
109- 4 7/8"
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
TOP PLATE @ LINKING ELEMENT
108'-0"
T.O. ADDITION MAIN LEVEL PLY
101'-2"
T.O. UPPER LEVEL PLY
111'-6"
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"
TOP PLATE @ GABLE ROOF
120'-6"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
WINDOW HEADER @ ADDITION
119- 8 7/8"
SCALE: 1/4" = 1'-0"1 PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED EAST ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED NORTH ELEVATION 2
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.3.03
5/20/20
PROPOSED
ELEVATIONS:
SOUTH &
WEST
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
W31W32
W47W48
W34 D23D25
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
A
A
B
B
C
C
D
D
E
E
F
F
G
G
J
J
EXT-2 EXTERIOR LIGHT
PV PANELS TO SLOPE WITH ROOF
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
TOP PLATE @ LINKING ELEMENT
108'-0"
T.O. PLY @ GARAGE ROOF DECK
111'-4"
T.O. BASEMENT SLAB
88'-0"
T.O. ADDITION MAIN LEVEL PLY
101'-2"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
T.O. GARAGE SLAB
101'-10 1/4"
WINDOW HEADER @ GARAGE
109- 10 7/8"
FINISH LEVEL @ GREEN ROOF
112'-0 7/8"
T.O. UPPER LEVEL PLY
111'-6"
1/3rd POINT ON GABLE
123'-6"
1/3rd POINT ON GABLE
123'-6"TOP PLATE @ GABLE ROOF
120'-6"
WINDOW HEADER @ ADDITION
119- 8 7/8"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
4
4
6
6
1
1
5
5
2
2
4.5
4.5
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
EXT-3 EXTERIOR LIGHT
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
TOP PLATE @ LINKING ELEMENT
108'-0"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
DOOR HEADER @ HISTORIC
107- 2 1/4"
HEADERS @ LINKING ELEMENT
107- 9 1/4"
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
1
1
2
2
3
3
4
4
6
6
5
5
4.5
4.5
W46
W44W45 D30
W33
D22
W43 W42
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
EXT-2 EXTERIOR LIGHT
PV PANELS TO
SLOPE W/ ROOF
T.O. GARAGE SLAB
101'-10 1/4"
T.O. GARAGE SLAB
101'-10 1/4"
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. PLY @ GARAGE
101'-4 1/8"
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
T.O. PLY @ GARAGE ROOF DECK
111'-4"
T.O. GLASS RAILING @ ROOF DECK
115'-0 7/8"
T.O. PLY @ GARAGE ROOF DECK
111'-4"
FINISH LEVEL @ GREEN ROOF
112'-0 7/8"
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"
WINDOW HEADER @ GARAGE
109- 10 7/8"WINDOW HEADER @ ADDITION
109- 4 7/8"
TOP PLATE @ GABLE ROOF
120'-6"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
WINDOW HEADER @ ADDITION
119- 8 7/8"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
SCALE: 1/4" = 1'-0"2 PROPOSED WEST ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED SOUTH ELEVATION 2
SCALE: 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION 1
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.4.01
5/5/20
PROPOSED
BUILDING
SECTIONS
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
A
A
B
B
C
C
D
D
F
F
E
E
J
J
G
G
PROPOSED
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
TOP PLATE @ LINKING ELEMENT
108'-0"
T.O. PLY @ GARAGE ROOF DECK
111'-4"
T.O. BASEMENT SLAB
88'-0"
T.O. ADDITION MAIN LEVEL PLY
101'-2"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
T.O. GARAGE SLAB
101'-10 1/4"
WINDOW HEADER @ GARAGE
109- 10 7/8"
FINISH LEVEL @ GREEN ROOF
112'-0 7/8"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
F
F
E
E
D
D
C
C
B
B
A
A
J
J
G
G
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
TOP PLATE @ LINKING ELEMENT
108'-0"
T.O. PLY @ GARAGE ROOF DECK
111'-4"
T.O. BASEMENT SLAB
88'-0"
T.O. UPPER LEVEL PLY
111'-6"
T.O. ADDITION MAIN LEVEL PLY
101'-2"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
T.O. GARAGE SLAB
101'-10 1/4"
FINISH LEVEL @ GREEN ROOF
112'-0 7/8"
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
WINDOW HEADER @ GARAGE
109- 10 7/8"
SCALE: 1/4" = 1'-0"1 PROPOSED BUILDING SECTION 1
SCALE: 1/4" = 1'-0"2 PROPOSED BUILDING SECTION 2
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.4.02
5/5/20
PROPOSED
BUILDING
SECTIONS
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
E
.
C
O
O
P
E
R
A
V
E
N
U
E
,
S
U
I
T
E
2
0
1
ww
w
.
k
i
m
r
a
y
m
o
n
d
a
r
c
h
i
t
e
c
t
s
.
c
o
m
97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
R
I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
A
A
B
B
C
C
D
D
F
F
E
E
J
J
G
G
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
T.O. BASEMENT SLAB
88'-0"
T.O. ADDITION MAIN LEVEL PLY
101'-2"
T.O. JOIST @ PARKING ASSEMBLY
100'-0 3/4"
WINDOW HEADER @ ADDITION
109- 4 7/8"
WINDOW HEADER @ ADDITION
119- 8 7/8"
WINDOW HEADER @ ADDITION
119- 8 7/8"
T.O. PLY @ GARAGE ROOF DECK
111'-4"
WINDOW HEADER @ GARAGE
109- 10 7/8"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
2
2
3
3
5
5
6
6
T.O. PLY @ GARAGE ROOF DECK
111'-4"
T.O. GLASS RAILING @ ROOF DECK
115'-0 7/8"
T.O. GARAGE SLAB
101'-10 1/4"
T.O. PLY @ GARAGE ROOF DECK
111'-4"
T.O. GARAGE SLAB
101'-10 1/4"
FINISH LEVEL @ GREEN ROOF
112'-0 7/8"
TOP PLATE @ STAIR FLAT ROOF
121'-1 1/2"
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. PLY @ GARAGE
101'-4 1/8"T.O. JOIST @ PARKING ASSEMBLY
100'-0 3/4"
WINDOW HEADER @ GARAGE
109- 10 7/8"WINDOW HEADER @ ADDITION
109- 4 7/8"
TOP PLATE @ GABLE ROOF
120'-6"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
WINDOW HEADER @ ADDITION
119- 8 7/8"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
3
3
2
2
5
5
6
6
1
1
4
4
4.5
4.51'-6"
T.O. PLY @ ADDTION UPPER LEVEL
111'-6"
T.O. PLY @ ADDITION MAIN LEVEL
101'-2"
TOP PLATE @ GABLE ROOF
120'-6"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
TOP PLATE @ STAIR SHED ROOF
118'-3 1/4"
WINDOW HEADER @ ADDTION
109- 4 7/8"
WINDOW HEADER @ ADDITION
119- 8 7/8"
T.O. ADDITION MAIN LEVEL PLY
101'-2"
T.O. PLY @ GABLE ROOF RIDGE
127'-10 3/4"
SCALE: 1/4" = 1'-0"1 PROPOSED BUILDING SECTION 3
SCALE: 1/4" = 1'-0"2 PROPOSED BUILDING SECTION 4
SCALE: 1/4" = 1'-0"3 PROPOSED BUILDING SECTION 5
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.4.03
5/5/20
PROPOSED
BUILDING
SECTIONS
DATE
1/31/2020
KI
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,
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41
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2
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1
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97
0
-
9
2
5
-
2
2
5
2
22
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HI
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22
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C
O
L
O
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A
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O
8
1
6
1
1
3/4/2020
5/4/2020
1
1
4
4
4.5
4.5
5
5
6
6
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
WINDOW HEADERS @ HISTORIC
108- 0 1/2"
1
1
2
2
4
4
4.5
4.5
5
5
6
6
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
TOP PLATE @ LINKING ELEMENT
108'-0"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
DOOR HEADER @ HISTORIC
107- 2 1/4"
HEADERS @ LINKING ELEMENT
107- 9 1/4"
T.O. WINDOW WELL SLAB
91'-6"
HEADERS @ WINDOW WELL WINDOWS
98- 6 1/2"
1
1
4
4
5
5
6
6
4.5
4.5
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. MAIN LEVEL PLY @ HISTORIC
100'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. BASEMENT SLAB
88'-0"
T.O. EAST GABLE RIDGE
113'-9 3/4"
T.O. WEST GABLE ROOF RIDGE
114'-8 1/2"
WINDOW HEADERS @ HISTORIC
108- 0 1/2"
SCALE: 1/4" = 1'-0"3 PROPOSED BUILDING SECTION 8
SCALE: 1/4" = 1'-0"1 PROPOSED BUILDING SECTION 6
SCALE: 1/4" = 1'-0"2 PROPOSED BUILDING SECTION 7
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.6.01
5/5/20
ARCHITECTURAL
DETAILS
DATE
1/31/2020
KI
M
R
A
Y
M
O
N
D
A
R
C
H
I
T
E
C
T
S
,
I
N
C
.
41
8
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2
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97
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9
2
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2
2
5
2
22
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A
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A
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O
N
22
7
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A
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A
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,
C
O
L
O
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A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
5/8" GYPSUM WALL BOARD
2x FURRING W/ BLOWN IN
INSULATION, REFERENCE PLANS
CONCRETE FOUNDATION WALL,
RE: STRUCTURAL
WATERPROOFING MEMBRANE
2" BLUE BOARD
INTERIOR EXTERIOR
NOTE: NEW EXTERIOR
WALLS MUST COMPLY
WITH 2015 IECC CODE.
5/8" GYPSUM WALL BOARD
2x WOOD STUD, RE: FLOOR
PLANS
5" SPRAY INSULATION, R-19
EXISTING EXTERIOR GRADE PLYWOOD
SHEATHING
EXISTING WATERPROOFING MEMBRANE
EXISTING EXTERIOR SIDING FINISH,
RE: ELEVATIONS
INTERIOR EXTERIOR
NOTE: IF EXISTING WALLS ARE TO
BE RE-CLADDED, TOTAL WALL
THICKNESS MUST BE SMALLER
OR REMAIN THE SAME
5/8" GYPSUM WALL BOARD
2x WOOD STUD, RE: FLOOR PLANS
BATT INSULATION
5/8" GYPSUM WALL BOARD
INTERIOR INTERIOR
EARTH BELOW
COMPACTED GRANULAR BASE
4" CONCRETE SLAB
1 1/2" CONCRETE SUBFLOOR
W/ RADIANT HEAT TUBES
EXTERIOR
INTERIOR
FINISHED FLOOR
EXISTING/PROPOSED FLOOR
STRUCTURE, RE: STRUCTURAL
PLANS
NEW BATT INSULATION
3/4" SUBFLOOR PLYWOOD
NEW CEILING FINISH,
5/8" GWB TYPICAL
1 1/2" CONCRETE SUBFLOOR
W/ RADIANT HEAT TUBES
EXTERIOR
INTERIOR
NEW FINISHED FLOOR
5/8" GYPSUM WALL BOARD
2x WOOD STUD, RE: FLOOR
PLANS
5" SPRAY INSULATION, R-19
OX SI-STRONG STRUCTURAL
INSULATION, SEE SPEC
EXTERIOR SIDING FINISH,
RE: ELEVATIONS
INTERIOR EXTERIOR
PROPOSED FLOOR STRUCTURE,
RE: STRUCTURAL PLANS
7" SPRAY-IN INSULATION, R-49
TAPERED RIGID SYSTEM
NEW CEILING FINISH,
5/8" GWB TYPICAL
EXTERIOR GRADE PLYWOOD,
RE; STRUCTURAL
GAF VersaShield® FIRE-RESISTANT
ROOF DECK PROTECTION AND
UNDERLAYMENT, SEE SPECIFICATIONS
1/2" DENSDECK ROOF BOARDS,
FIRE RESISTANCE RATING (UL 790
& ASTM E108): Class A, SEE SPECS
EXTERIOR
INTERIOR
5/4 WOOD DECKING
2x4 SLEEPERS RIPPED TO
1/8" PER FOOT SLOPE
PROPOSED ROOF STRUCTURE,
RE: STRUCTURAL PLANS
NEW SPRAY FOAM INSULATION,
R-49 MINIUMUM (7")
EXTERIOR GRADE PLYWOOD,
RE: STRUCTURAL
NEW CEILING FINISH,
5/8" GWB TYPICAL
TWO LAYERS OF GAF VersaShield® FIRE-
RESISTANT ROOF DECK PROTECTION
& UNDERLAYMENT, SEE SPECIFICATIONS
TPO ROOFING MEMBRANE,
SEE SPECIFICATIONS
TAPERED INSULATION
EXTERIOR
INTERIOR
PROPOSED ROOF STRUCTURE,
RE: STRUCTURAL PLANS
NEW SPRAY FOAM INSULATION,
R-49 MINIUMUM (7")
NEW CEILING FINISH,
5/8" GWB TYPICAL
EXTERIOR GRADE PLYWOOD,
RE: STRUCTURAL
MM 6125-FR MEMBRANE
EXTERIOR
INTERIOR
8.5mil HYDROFLEX 30
30mil ROOT STOP
DOW STYROFOAM INSULATION
MOISTURE MAT (3/16")
GARDENDRAIN GR30 (1 1/4")
FILTRATION SYSTEM
SYSTEM FILTER
LITETOP EXTENSIVE MEDIA
(3" TO 6")
HARDY, DROUGHT TOLERANT
GRASS/SOD
PROPOSED ROOF STRUCTURE,
RE: STRUCTURAL PLANS
NEW SPRAY FOAM INSULATION,
R-49 MINIUMUM (7")
EXTERIOR GRADE PLYWOOD,
RE: STRUCTURAL
NEW CEILING FINISH,
5/8" GWB TYPICAL
WATERPROOFING MEMBRANE
STANDING SEAM METAL ROOF
EXTERIOR
INTERIOR
RE: ROOF PLANS
PROPOSED ROOF STRUCTURE,
RE: STRUCTURAL PLANS
NEW SPRAY FOAM INSULATION,
R-49 MINIUMUM (7")
EXTERIOR GRADE PLYWOOD,
RE: STRUCTURAL
NEW CEILING FINISH,
5/8" GWB TYPICAL
WATERPROOFING MEMBRANE
STANDING SEAM METAL ROOF
1x FASCIA BOARD
WATERPROOFING MEMBRANE
DRIP EDGE
PAINTED METAL FLASHING,
COLOR TBD
EXTERIOR FINISH SIDING,
RE; ELEVATIONS
OX SI-STRONG STRUCTURAL
INSULATION, SEE SPEC
NO OVERHANG
ON WEST FACADE
INTERIOREXTERIOR
RE: ROOF PLANS
OVERHANG
RE; ROOF PLAN
PROPOSED ROOF STRUCTURE,
RE: STRUCTURAL PLANS
NEW SPRAY FOAM INSULATION,
R-49 MINIUMUM (7")
EXTERIOR GRADE PLYWOOD,
RE: STRUCTURAL
NEW CEILING FINISH,
5/8" GWB TYPICAL
WATERPROOFING MEMBRANE
STANDING SEAM METAL ROOF
2x8 FASICA BOARD
WATERPROOFING
MEMBRANE
DRIP EDGE
3/4" WOOF SOFFIT
PAINTED METAL
FASCIA, COLOR TBD
2x6 OUTLOOKER
INTERIOREXTERIOR
SCALE: 3" = 1'-0"
1 TYPICAL FOUNDATION WALL
A.6.01SCALE: 3" = 1'-0"
2 TYPICAL EXISTING EXTERIOR WALL
A.6.01SCALE: 3" = 1'-0"
4 TYPICAL INTERIOR WALL
A.6.01
SCALE: 3" = 1'-0"
5 TYPICAL BASEMENT SLAB
A.6.01SCALE: 3" = 1'-0"
6 TYP. MAIN & UPPER LEVEL FLOOR ASSEMBLY
A.6.01
SCALE: 3" = 1'-0"
3 TYPICAL NEW EXTERIOR WALL
A.6.01
SCALE: 3" = 1'-0"
7 ENTRY PATIO ASSEMBLY
A.6.01SCALE: 3" = 1'-0"
8 TYP. FLAT ROOF ASSEMBLY
A.6.01
SCALE: 3" = 1'-0"
9 TYPICAL GREEN ROOF ASSEMBLY
A.6.01SCALE: 3" = 1'-0"
10 TYP. SLOPED ROOF ASSEMBLY
A.6.01SCALE: 3" = 1'-0"
11 SLOPED ROOF EAVE (WEST FACADE)
A.6.01SCALE: 3" = 1'-0"
12 TYP. SLOPED ROOF RAKE DETAIL
A.6.01
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.6.02
5/5/20
ARCHITECTURAL
DETAILS
DATE
1/31/2020
KI
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M
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,
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41
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S
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2
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1
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w
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a
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m
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.
c
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97
0
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2
5
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2
2
5
2
22
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22
7
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A
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C
O
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O
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A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
3'
-
0
"
MI
N
I
M
U
M
H
E
I
G
H
T
TOP OF
FINISH FLOOR
TOP OF
FINISH FLOOR
SECTION ELEVATIONPLAN VIEW
1/2" TEMPERED
GLASS RAILING
2x1 WOOD GRAB RAIL WITH
1/4"x1" STEEL PLATE SUPPORT
2x1 WOOD GRAB RAIL WITH
1/4"x1" STEEL PLATE SUPPORT
C.R. LAURENCE ALUMINUM
BASE GLASS SHOE
4"
6"
4"
2" WOOD TREAD
1/2" STEEL DOWL TO MEET
OPENING CODE
3/4" STEEL TRIANGLE TREAD
SUPPORT, WELD TO STRINGER
DOUBLE ST5x12.7
STEEL STRINGERS
3/8" CABLE
RAILING
FASTEN RAILING POST TO
1/4" STEEL PLATE TREAD
SUPPORT, FIELD WELD OR
BOLT TO PLATE
1/4" STEEL PLATE TREAD
SUPPORT, WELD TO TRIANGLE
CABLE RAILIN
G
M
U
S
T
B
E
SPACED LES
S
T
H
A
N
4
"
,
MUST ACCO
U
N
T
F
O
R
CABLE DEFLE
C
T
I
O
N
4"
CABLE RAI
L
I
N
G
M
U
S
T
B
E
SPACED LE
S
S
T
H
A
N
4
"
,
MUST ACC
O
U
N
T
F
O
R
CABLE DEF
L
E
C
T
I
O
N
1
"
3'
-
0
"
RA
I
L
HG
T
.
2" x 1" WOOD GRAB RAIL
1 1/2" x 1 1/2" TEE STEEL POST
3/8" CABLE RAILING
2"
12 1/
2
"TREA
D
D
E
P
T
H
±
7
1
/
2
"
R
I
S
E
R
H
T
.
3'-4"
TREAD
W
I
D
T
H
3/4" STEEL TRIANGLE
TREAD SUPPORT
TEE STEEL STRINGER
1/2" STEEL DOWEL
TO MEET CODE
EDGE OF TREAD MAY NOT EXTEND
MORE THAN 4" OFF EDGE OF STRINGER
1 1/2" x 1 1/2" TEE STEEL POST
C.R. LAURENCE STEEL GLASS CLIP, ONE AT TOP OF GLASS IN-
FILL PANEL, & ONE AT BOTTOM OF GLAS IN-FILL PANEL
2" x 1" WOOD GRAB RAIL
1" x 1/4" STEEL PLATE
RAILING REINFORCEMENT
GLAZING IN RAILING IN-FILL PANELS SHALL BE OF AN
APPROVED SAFTEY GLAZING MATERIAL THAT CONFORMS
TO THE PROVISIONS OF 2015 IBC SECTION 2406.1.1
4"
1/4" STEEL PLATE TREAD
SUPPORT, WELD TO TRIANGLE 2" WOOD TREAD
3/4" STEEL TRIANGLE TREAD
SUPPORT, WELD TO STRINGER
ST5x12.7 STEEL STRINGER ST5x12.7 STEEL STRINGER
1/2" STEEL DOWL TO MEET
OPENING CODE
3/8" CABLE
RAILING
FINISHED
WALL,
GWB, TYP.1 1/2" x 1 1/2" TEE STEEL POST
2x1 WOOD GRAB RAIL
2" WOOD LANDING
SCALE: 3" = 1'-0"
7 ROOF DECK GLASS RAILING DETAIL
A.6.02SCALE: 3" = 1'-0"
8 STAIR TREAD & RISER DETAIL
A.6.02
SCALE: 3" = 1'-0"
11 STAIR HANDRAIL DETAIL
A.6.02 SCALE: 3" = 1'-0"
10 STAIR TREAD, POST, & STRINGER DETAIL
A.6.02
SCALE: 3" = 1'-0"
12 STAIR HANDRAIL DETAIL
A.6.02
SCALE: 3" = 1'-0"
9 STAIR TREAD & RISER DETAIL
A.6.02
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.7.01
5/5/20
SCHEDULES
DATE
1/31/2020
KI
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,
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.
41
8
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C
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P
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,
S
U
I
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E
2
0
1
ww
w
.
k
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c
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97
0
-
9
2
5
-
2
2
5
2
22
7
E
.
M
A
I
N
HI
S
T
O
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I
C
R
E
N
O
V
A
T
I
O
N
22
7
E
A
S
T
M
A
I
N
S
T
R
E
E
T
AS
P
E
N
,
C
O
L
O
R
A
D
O
8
1
6
1
1
3/4/2020
5/4/2020
DOOR AND FRAME SCHEDULE
ID
D01
D01
D03
D03
D04
D05
D06
D06
D06
D21
D22
D22
D22
D23
D23
D23
D24
D25
D26
D26
D27
D28
D30
D32
D33
D34
WIDTH
2'-6"
2'-6"
3'-2"
3'-2"
3'-0"
7'-0"
2'-6"
2'-6"
3'-0"
3'-0"
2'-10"
3'-0"
10'-0"
2'-10"
2'-10"
2'-11 1/2"
8'-6"
7'-0"
3'-0"
8'-0"
2'-6"
2'-6"
2'-11 1/2"
3'-0"
2'-6"
2'-6"
HEIGHT
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
6'-8"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-6"
8'-0"
7'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
TYPE GLAZING
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
HARDWARE
POCKET
POCKET
BARREL
POCKET
BARREL
BARREL
BARREL
BARREL
BARREL
BARREL
BARREL
BARREL
BARREL
BARREL
POCKET
POCKET
BARREL
POCKET
POCKET
MFR.LOCATION NOTES
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
JAMB TO BE 3/16" PROUD OF GWB, FINISH TO MATCH FLOOR
WINDOW SCHEDULE
MARK
W01
W02
W03
W04
W05
W21
W22
W23
W24
W25
W25
W26
W26
W26
W28
W29
W30
W31
W32
W33
W34
W40
W41
W42
W43
W43
W44
W44
W45
W45
W46
W47
W47
W48
W48
SIZE
WIDTH
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
4'-8"
2'-6 1/2"
2'-2"
1'-6"
5'-10 7/8"
6'-0"
2'-11 1/2"
2'-11 1/2"
6'-0"
5'-3"
5'-3"
5'-3"
5'-3"
5'-3"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
8'-0 3/8"
8'-0 3/8"
2'-11 1/2"
2'-11 1/2"
13'-11 1/4"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
2'-11 1/2"
HEIGHT
6'-10 3/4"
6'-10 3/4"
6'-10 3/4"
6'-10 3/4"
6'-10 3/4"
5'-8"
5'-8"
2'-7"
2'-5"
5'-10 7/8"
6'-0"
2'-11 1/2"
11'-8 1/4"
6'-0"
1'-11 5/8"
1'-11 5/8"
1'-11 5/8"
1'-11 5/8"
1'-11 5/8"
4'-11 1/8"
5'-3"
5'-3"
5'-3"
5'-3"
2'-3 5/8"
5'-3"
2'-3 5/8"
5'-3"
2'-3 5/8"
5'-3"
6'-3"
2'-3 5/8"
5'-3"
2'-3 5/8"
5'-3"
HEADER HT.GLAZING MFR.MODEL NOTES
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.9.01
5/5/20
PROPOSED
MATERIAL
RENDERINGS
DATE
1/31/2020
KI
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3/4/2020
5/4/2020
4" HISTORIC WOOD SIDINGWOOD SHINGLE ROOFSTANDING SEAM METALTRANSPARENT GLASSALUMINUM CLADWOOD SOFFIT
PAINTED WOOD LOUVERS
FROSTED GLASS
6" HORIZONTAL
SIDING (BUTT-JOINTED)
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.9.02
5/5/20
PROPOSED
MATERIAL
RENDERINGS
DATE
1/31/2020
KI
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5/4/2020
4" HISTORIC WOOD SIDING
STANDING SEAM METAL
TRANSPARENT GLASSALUMINUM CLAD WOOD SOFFIT PAINTED WOOD LOUVERS FROSTED GLASS
6" HORIZONTAL
SIDING (BUTT-JOINTED)
PERMEABLE PAVERS
Scale: AS NOTED
ISSUE
HPC SET
HPC SET # 2
HPC SET # 3
1" ACTUAL
IF THE ABOVE DIMENSION DOES
NOT MEASURE ONE INCH (1")
EXACTLY, THIS DRAWING WILL
HAVE BEEN ENLARGED OR
REDUCED, AFFECTING ALL
LABELED SCALES.
ALL DESIGNS, IDEAS ARRANGEMENTS
AND PLANS INDICATED BY THESE
DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF KIM
RAYMOND ARCHITECTS, INC. AND
SHALL NEITHER BE USED ON ANY OTHER
WORK NOR BE USED BY ANY OTHER
PERSON FOR ANY USE WHATSOEVER
WITHOUT WRITTEN PERMISSION.
WRITTEN DIMENSIONS SHALL TAKE
P R E C E D E N C E O V E R S C A L E D
DIMENSIONS AND SHALL BE VERIFIED AT
THE SITE . ANY DIMENSIONAL
DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT
PRIOR TO COMMENCEMENT OF WORK.
A.9.03
5/5/20
PROPOSED
MATERIAL
RENDERINGS
DATE
1/31/2020
KI
M
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5/4/2020
4" HISTORIC WOOD SIDING
ALUMINUM CLADWOOD SHINGLE ROOF METAL GUTTER & DOWNSPOUTSPAINTED WOOD TRIM
HISTORIC GLASS
ALUMINUM "WATER TABLE"
HISTORIC BRICK CHIMNEY
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