HomeMy WebLinkAboutExhibit E Application.125 W Main St125 w main st | willis pember architects, inc | 412 n. mill st | aspen, co 81611 1.16.20
125 W MAIN COVER LETTER
To Amy Simon
From Willis Pember Architects
Subject Relocation Land Use Application
Date 1.16.20
Dear Amy,
On behalf of the Ralli Dimitrius Trust we are pleased to present you with our Historic Preservation
Relocation Land Use Application. As you know we are pursuing an ‘in‐situ’ relocation whose goal is
to minimize/eliminate any movement within the existing structure. Our motivation for this is the
desire to renovate and expand the interior use of the structure from two stories with an
‘uninhabitable’ basement to a fully habitable, three story structure with a full height basement. To
accomplish this we have engaged the services of Evolve structural engineers who feel confident, as I
do, that the proposal is the best interest of the resource and by extension the historic preservation
goals of the City.
In order to achieve these goals we will request the following:
a. an FAR bonus of 250 SF. The reason for the full 250 FAR bonus request is the desire to preserve
the ability to convert the surface parking areas off of the alley into a full garage and connector at
some future date. With this application 135SF of FAR is needed.
b. a side yard setback variance for work below grade at both East and West lot lines.
c. a variation in the residential design standards regarding the minimum size requirement of a light
well in a setback. A fuller description can be found in the written description – history and
forensics, pgs 6‐7.
The additional and more conventional reason for theses requests is that the level of exterior
restoration we are planning will be of the highest order and will serve the community well to witness
the complete and utter transformation of this hidden gem of a home.
Lastly the owners’ have been apprised of the financial security requirements of this application and
are comfortable with the terms.
Best regards,
Willis Pember, AIA
City of Aspen Community Development Department
Aspen Historic Preservation Land Use Packet
Agreement to Pay Application Fees
An agreement between the City of Aspen ("City") and
Property 'i% MI pimixlus'"r Phone No.: 323 216 6042
Owner ("I"): D-NI0DL - D(M US %ae Tk.NSff6 Email: � a . G0
Address of Billing
Property: Address: 530 South lake ave, #433
(Subject of 125 n main street, (send bills here) Rasederra, CA 91101
application) Aspen,
CO FA5ADLN p
I understand that the City has adopted, via Ordinance No., Series of 2011, 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 additional 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 specked 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.
$1,950.00 6.0 hrs
$ 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: Property Owner:
11tc- PYi I P[tAk j'9MS psi b •1 �1nus
Jessica Garrow, AICP
Community Development Director Name: Qv/ -Nl W DIMI I US AS .�,S7f�
Ralli Dimithus trust, P�4ie lu
City Use:
Fees Due: $_Received $
Title: ikUSTM
City of Aspen 1130 S. Galena Street. 1 (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016
City of Aspen Community Development Department
Aspen Historic Preservation Land Use Packet
ATTACHMENT 2 - Historic Preservation Land Use Application
PRojECr:
Name:
Location: 125 West main Street, Lot C, Block 59
Aspen, CO 81611
(indicate street address. lot K block number or metes and bounds description of propert)')
Parcel IDk (REQUIRED) 273707392007
Applicant:
Name: Willis Pember, AIA Willis Pember Architects
Address. 412 N. Mill Street, Aspen, CO
Phone 0: Faxk: I; -mail:
KEPRPSENTATI VE:
Name:
Address:
Phone #: Fax#:
Ti-PF. OF APPLICATION: (phwsc check all that apply):
❑
Historic Designation
❑
Relocation (temporary, on
❑
Certificate of No Negative Effect
❑
or off -site)
❑
Certificate of Appropriateness
❑
Demolition (total demolition)
❑
-Minor I listoric Development
❑
-Major Historic Development
❑
Historic Landmark Lot Split
❑
-Conceptual Historic Development
❑
-Final I Iistoric Development
❑
-Substantial Amendment
EXISTING CONDITIONS: idescrintion of existine buildings. uses. nrevicus anorovals. etc.)
Historic victorian built sometime between 1893 and 1895. Built and remains a single family home
witfiiwoifoors an an in a iiabTo 5-as-e`mi6nt space. --
PROPOSAL: (description of proposed buildings uses, modifications, etc.)
Interior renovation of upper two floors. Excavation and conversion of uninhabitable basement into
—living space. Additional en suite bathrooms, new HVAC and kitchen relocation. Exterior improvements
include new roofing, new exterior painting, at grade parking areas, demolished half -stair in side yard
and landscape improvements. New windows in non -historic locations.
City of Aspen1130 S. Galena Street. 1 (970) 920 5090 Historic land Use Application Requirements, Updated March 2016
City of Aspen Community Development Department
Aspen Historic Preservation Land Use Packet
General Information
Please check the appropriate boxes below and submit this page along with your application. This
information will help us review your plans and, if necessary, coordinate with other agencies that
may be involved.
YES NO
Does the work you are planning include exterior work; including additions, demolitions,
new construction, remodeling, rehabilitation or restoration?
r _ Does the work you are planning include interior work, including remodeling,
rehabilitation, or restoration?
Do you plan other future changes or improvements that could be reviewed at this time?
In addition to City of Aspen approval for a Certificate of Appropriateness or No Negative
Effect and a building permit, are you seeking to meet the Secretary of the Interior's
Standards for Rehabilitation or restoration of a National Register of Historic Places
Property in order to qualify for state or federal tax credits?
If yes, are you seeking federal rehabilitation investment tax credits in
Conjunction with this project? (Only income producing properties listed
on the National Register are eligible. Owner -occupied residential
properties are not.)
i ; if yes, are you seeking the Colorado State Income Tax Credit for
Historical Preservation?
Please check all City of Aspen Historic Preservation Benefits which you plan to use:
❑ Rehabilitation Loan Fund Conservation Easement Program Dimensional Variances
❑ Increased Density Historic Landmark Lot Split Waiver of Park Dedication Fees
0 Conditional Uses Tax Credits
[I Exemption from Growth Management Quota System
City of Aspen 1130 S. Galena Street. 1 (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016
City of Aspen Community Development Department
Aspen Historic Preservation Land Use Packet
ATTACHMENT 3 - Dimensional Requirements Form
(Item #10 on the submittal requirements key. Not necessary for all projects.)
Project: dimitrius residence
Applicant: ralli dimitrius trust
Project
Location: 125 west main street
Zone District: MU - mixed use
Lot Size: 3,000 sf
Lot Area: na
(For the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high
water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the
Municipal Code.)
Commercial net leasable: Existing: 0 Proposed: 0
Number of residential units: Existing: 1 -Proposed.--!
Proposed % of demolition: +/- 15% tbd (small)
DIMENSIONS: (write N/A where no requirement exists in the zone district)
Floor Area:
Existing:
Allowable: 2,400sf
Proposed:
Height
Principal Bldg.:
Existing: 22'-11"
Allowable: 28'
Proposed.
22'-11"
Accessory Bldg.:
Existing:
na
Allowable:
Proposed:
On -Site parking:
Existing:
2
Required:
Proposed:
3
% Site coverage:
Existing:
Required: na
Proposed:
% Open Space:
Existing:
Required: na
Proposed:
Front Setback:
Existing:
15'-5"
Required: 10'-0"
Proposed:
15'-5"
Rear Setback:
Existing: 5'-6" Required: 5' Proposed: 5'-6"
Combined Front/Rear:
Indicate N. S, E, W
Existing:
15'
Required: 15'
Proposed:
Side Setback:
Existing:
•7' w
Required: 3'-0"
Proposed:
•7'
Side Setback:
Existing:
3'-0" a
Required: 3'-0"
Proposed:
3'-0"
Combined Sides:
Existing:-!-
-7
Required: 6'-0"
Proposed:
3.7'
Distance between Existing: Required: Proposed:
buildings:
Existing non -conformities or encroachments and note if encroachment licenses have been issued:
Home essentially built on west property line in 1890's. Historic lot split in 2015
established east side yard setback of 3'.
Variations requested (identify the exact variances needed):
a. west side yard setback (basement work)
b. FAR bonus < 250SF
c. egress well in setback - dimensional variance
City of Aspen 11W S. Galen. Street. ( (pro) 920 SM Historic Land Use ApplicaWn 11seqvkwr*rft updats t + =1
PRE‐APPLICATION CONFERENCE SUMMARY
PLANNER: Amy Simon, amy.simon@cityofaspen.com
DATE: July 3, 2019
PROJECT LOCATION: 125 W. Main Street
REQUEST: Relocation of a Historic Landmark, Variations
REPRESENTATIVE:Willis Pember, willispa@comcast.net
DESCRIPTION: 125 W. Main Street is a landmarked property located within the Main Street Historic
District. The property was created through a historic landmark lot split approved in 2013 and the historic
structure is very close to the east and west property lines, a condition that was legalized through setback
variations granted in association with the lot split.
The property owner is interested in constructing a full height basement. Rather than underpin the historic
foundation to accomplish this, the plan may be to build a new basement that is mostly disconnected from
the original foundation, inset some distance from those walls. This work will require Relocation review by
the Historic Preservation Commission so that appropriate conditions which protect the historic resource
can be applied to the project. Depending on the placement of the new basement, setback variations might
be requested. The architect must confirm that the project will be within the allowed floor area, or request a
floor area bonus if appropriate. Coordination with the Parks Department regarding potential impacts of
excavation to any adjacent trees will be needed.
The project is subject to design review and compliance with the Commercial, Lodging, and Historic District
Guidelines for Main Street, as well as the Historic Preservation Design Guidelines.
RELEVANT LAND USE CODE SECTIONS:
Section Number Section Title
26.304 Common Development Review Procedures
26.415.090 Relocation of designated historic properties
26.415.110.C Variations
26.575.020 Calculations and Measurements
26.710.180 Mixed Use (MU) zone district
For your convenience – links to the Land Use Application, Design Guidelines, and Land Use Code are
below:
Land Use Application Land Use Code Historic Preservation Design Guidelines
Commercial Design Guidelines
Review by: Staff for completeness and recommendation
HPC for decision
City Council for notice of the HPC decision. Council has the
authority to remand the decision back to HPC for further
consideration.
Public Hearing: Yes.
Neighborhood Outreach: No.
Referrals: No fees will be charged, but the proposal will be referred to
Building, Zoning, Engineering and Parks for preliminary
comments.
Planning Fees: $1,950for 6 billable hours of staff time. (Additional/ lesser hours
will be billed/refunded at a rate of $325 per hour.)
Total Deposit: $1,950.00.
APPLICATION CHECKLIST: Below is a list of submittal requirements.
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).
A written description of the proposal and an explanation in written, graphic, or model form of
how the proposed development complies with the review standards relevant to the
development application and relevant land use approvals associated with the property.
A proposed site plan and landscape 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.
A site improvement survey (no older than a year from submittal) including topography and
vegetation showing the current status of the parcel certified by a registered land surveyor by
licensed in the State of Colorado.
An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.
A written description and/or graphic illustrations of the building, structure or object proposed for
relocation.
A written explanation of the type of relocation requested (temporary, on‐site or off‐site) and
justification for the need for relocation.
A written report from a licensed engineer or architect regarding the soundness of the building,
structure or object, its ability to withstand the physical move and its rehabilitation needs, once
relocated.
Evidence of the financial ability to undertake the safe relocation, preservation and repair of the
building, structure or object; site preparation and construction of necessary infrastructure
through the posting of bonds or other financial measures deemed appropriate.
Once the application is deemed complete by staff, the following items will need to be submitted:
Total deposit for review of the application.
A digital copy of the application provided in pdf file format. Please provide text and graphics as
separate files.
12 sets of all graphics printed at 11x17.
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.
132 W. Main St. Ste. B
Aspen, CO 81611
Phone: (970) 920-9299 Fax: (970) 920-5352
www.titlecorockies.com
COMMITMENT TRANSMITTAL
Commitment Ordered By:
Karla Jacobs
Alpine Bank
400 7th Street South
Rifle, CO 81650
Phone: (970) 625-7050 Fax:
email: karlajacobs@alpinebank.com
Inquiries should be directed to:
Susan Hass
Title Company of the Rockies
132 W. Main St. Ste. B
Aspen, CO 81611
Phone: (970) 920-9299 Fax: (970) 920-5352
email: shass@titlecorockies.com
Commitment Number:0706189-C Reference: 1700007845
Borrower's Name(s):Ralli Dimitrius, Trustee f/b/o the Ralli Dimitrius Trust, u/d dated September 17, 1992
(Refinance)
Property:125 W. Main Street, Aspen, CO 81611
Lot 1, Historic Landmark Lot Split of 125 W. Main Street, Pitkin County, Colorado
COPIES / MAILING LIST
Karla Jacobs
Alpine Bank
400 7th Street South
Rifle, CO 81650
Phone: (970) 625-7050 Fax:
email: karlajacobs@alpinebank.com
Final Documents
Alpine Bank
Central Loans
400 7th Street South
Rifle, CO 81650
Phone: (970) 625-7020 Fax: (970) 668-9907
email: titlepolicy@alpinebank.com
Doug Peate
Alpine Bank
600 East Hopikins Avenue
Aspen, CO 81611
Phone: (970) 429-2115
email: dougpeate@alpinebank.com
Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties)
Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs).
Page 1 of 1 January 24, 2020
12:49 PM
132 W. Main St. Ste. B
Aspen, CO 81611
Phone: (970) 920-9299 Fax: (970) 920-5352
www.titlecorockies.com
Commitment Ordered By:
Karla Jacobs
Alpine Bank
400 7th Street South
Rifle, CO 81650
Phone: (970) 625-7050 Fax:
email: karlajacobs@alpinebank.com
Inquiries should be directed to:
Susan Hass
Title Company of the Rockies
132 W. Main St. Ste. B
Aspen, CO 81611
Phone: (970) 920-9299 Fax: (970) 920-5352
email: shass@titlecorockies.com
Commitment Number:0706189-C Reference: 1700007845
Borrower's Name(s):Ralli Dimitrius, Trustee f/b/o the Ralli Dimitrius Trust, u/d dated September 17, 1992
(Refinance)
Property:125 W. Main Street, Aspen, CO 81611
Lot 1, Historic Landmark Lot Split of 125 W. Main Street, Pitkin County, Colorado
TITLE CHARGES
These charges are based on issuance of the policy or policies described in the attached Commitment for Title Insurance, and includes premiums
for the proposed coverage amount(s) and endorsement(s) referred to therein, and may also include additional work and/or third party charges
related thereto.
Owner’s Policy Premium:
Loan Policy Premium:
Additional Lender Charge(s):
Additional Other Charge(s):
Tax Certificate:
Total Endorsement Charge(s):
TBD Charge(s):
TOTAL CHARGES:
$1,957.00
$1,957.00
Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties)
Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs).
CM-2 (ALTA Commitment for Title Insurance (6-17-06)(WLTIC Edition (9/26/07)
ALTA Commitment For Title Insurance (Adopted 06-17-06) (Revised 08-01-2016)
COMMITMENT FOR TITLE INSURANCE
ISSUED BY
WESTCOR LAND 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, WESTCOR LAND TITLE INSURANCE COMPANY, a South Carolina 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 (6) months after the Commitment Date,
this Commitment terminates and the Company's liability and obligation end.
IN WITNESS WHEREOF, WESTCOR LAND TITLE INSURANCE COMPANY has caused its corporate
name and seal to be hereunto affixed and by these presents to be signed in facsimile under authority of its
by-laws, effective as of the date of Commitment shown in Schedule A.
Issued By:
WESTCOR LAND TITLE INSURANCE COMPANY
The Title Company of the Rockies
132 W. Main Street, Suite B
Aspen, CO 81611
Phone: (970) 920-9299
CONDITIONS
The term mortgage, when used herein, shall include deed of trust, trust deed, or other1.
security instrument.
If the proposed Insured has or acquired actual knowledge of any defect, lien,2.
encumbrance, adverse claim or other matter affecting the estate or interest or
mortgage thereon covered by this Commitment other than those shown in Schedule B
hereof, and shall fail to disclose such knowledge to the Company in writing, the
Company shall be relieved from liability for any loss or damage resulting from any
act of reliance hereon to the extent the Company is prejudiced by failure to so
disclose such knowledge. If the proposed Insured shall disclose such knowledge to
the Company, or if the Company otherwise acquires actual knowledge of any such
defect, lien, encumbrance, adverse claim or other matter, the Company at its option
may amend Schedule B of this Commitment accordingly, but such amendment shall
not relieve the Company from liability previously incurred pursuant to paragraph 3
of these Conditions and Stipulations.
Liability of the Company under this Commitment shall be only to the named3.
proposed Insured and such parties included under the definition of Insured in the
form of policy or policies committed for and only for actual loss incurred in reliance
hereon in undertaking in good faith (a) to comply with the requirements hereof, or
(b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate
or interest or mortgage thereon covered by this Commitment. In no event shall such
liability exceed the amount stated in Schedule A for the policy or policies committed
for and such liability is subject to the insuring provisions and Conditions and
Stipulations and the Exclusions from Coverage of the form of policy or policies
committed for in favor of the proposed Insured which are hereby incorporated by
reference and are made a part of this Commitment except as expressly modified
herein.
This Commitment is a contract to issue one or more title insurance policies and is not4.
an abstract of title or a report of the condition of title. Any action or actions or rights
of action that the proposed Insured may have or may bring against the Company
arising out of the status of the title to the estate or interest or the status of the
mortgage thereon covered by this Commitment must be based on and are subject to
the provisions of this Commitment.
The policy to be issued contains an arbitration clause. All arbitrable matters when5.
the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of
either the Company or the Insured as the exclusive remedy of the parties. You may
review a copy of the arbitration rules at< http://www.alta.org/>.
Westcor Land Title Insurance Company
Joint Notice of Privacy Policy
of
Westcor Land Title Insurance Company
and
The Title Company of the Rockies
Westcor Land Title Insurance Company (“WLTIC”) and The Title Company of the Rockies value their customers and are
committed to protecting the privacy of personal information. In keeping with that philosophy, we each have developed a Privacy
Policy, set out below, that will endure the continued protection of your nonpublic personal information and inform you about the
measures WLTIC and The Title Company of the Rockies take to safeguard that information. This notice is issued jointly as a
means of paperwork reduction and is not intended to create a joint privacy policy. Each company's privacy policy is separately
instituted, executed, and maintained.
Who is Covered
We provide our Privacy Policy to each customer when they purchase a WLTIC title insurance policy. Generally, this means that
the Privacy Policy is provided to the customer at the closing of the real estate transaction.
Information Collected
In the normal course of business and to provide the necessary services to our customers, we may obtain nonpublic personal
information directly from the customer, from customer-related transactions, or from third parties such as our title insurance agent,
lenders, appraisers, surveyors and other similar entities.
Access to Information
Access to all nonpublic personal information is limited to those employees who have a need to know in order to perform their
jobs. These employees include, but are not limited to, those in departments such as closing, legal, underwriting, claims and
administration and accounting.
Information Sharing
Generally, neither WLTIC nor The Title Company of the Rockies shares nonpublic personal information that it collects with
anyone other than those individuals necessary needed to complete the real estate settlement services and issue its title insurance
policy as requested by the consumer. WLTIC or The Title Company of the Rockies may share nonpublic personal information
as permitted by law with entities with whom WLTIC or The Title Company of the Rockies has a joint marketing agreement.
Entities with whom WLTIC or The Title Company of the Rockies have a joint marketing agreement have agreed to protect the
privacy of our customer's nonpublic personal information by utilizing similar precautions and security measures as WLTIC and
The Title Company of the Rockies use to protect this information and to use the information for lawful purposes. WLTIC or
The Title Company of the Rockies , however, may share information as required by law in response to a subpoena, to a
government regulatory agency or to prevent fraud.
Information Security
WLTIC and The Title Company of the Rockies, at all times, strive to maintain the confidentiality and integrity of the personal
information in its possession and has instituted measures to guard against its unauthorized access. We maintain physical,
electronic and procedural safeguards in compliance with federal standards to protect that information.
The WLTIC Privacy Policy can be found on WLTIC's website at www.wltic.com
COMMITMENT FOR TITLE INSURANCE
Issued by
as agent for
Westcor Land Title Insurance Company
SCHEDULE A
Reference: 1700007845 Commitment Number: 0706189-C
1.Effective Date: January 10, 2020, 7:00 am Issue Date: January 24, 2020
2.Policy (or Policies) to be issued:
ALTA Loan Policy (6-17-06)Policy Amount:$2,065,000.00
Premium:$1,957.00
Proposed Insured:Alpine Bank, its Successors and/or Assigns
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:
Ralli Dimitrius, Trustee f/b/o the Ralli Dimitrius Trust, u/d dated September 17, 1992
5.The land referred to in this Commitment is described as follows:
FOR LEGAL DESCRIPTION SEE SCHEDULE A CONTINUED ON NEXT PAGE
Countersigned
The Title Company of the Rockies
By:
Mike Brudwick
This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land 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; and Schedule B, Part II-Exceptions.
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.
Commitment for Title Insurance (8-1-2016)
Technical Correction 4-2-2018
Schedule A
Page 1
Commitment No: 0706189-C
SCHEDULE A (continued)
LEGAL DESCRIPTION
The Land referred to herein is located in the County of Pitkin, State of Colorado, and described as follows:
Lot 1, HISTORIC LANDMARK LOT SPLIT OF 125 W. MAIN STREET, according to the Plat thereof recorded
December 6, 2013 in Plat Book 105 at Page 32 as Reception No. 606319, County of Pitkin, State of Colorado.
This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land 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; and Schedule B, Part II-Exceptions.
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.
Commitment for Title Insurance (8-1-2016)
Technical Correction 4-2-2018
Schedule A
Page 2
Commitment No: 0706189-C
COMMITMENT FOR TITLE INSURANCE
Issued by
Westcor Land Title Insurance Company
SCHEDULE B, PART I
Requirements
The following are the requirements to be complied with prior to the issuance of said policy or policies.
Any other instrument recorded subsequent to the effective date hereof may appear as an exception under
Schedule B of the policy to be issued. Unless otherwise noted, all documents must be recorded in the
office of the clerk and recorded of the county in which said property is located.
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.
Statement of Authority for the Ralli Dimitrius Trust, u/d dated September 17, 1992, a California5.
trust, evidencing the existence of said trust and the authority of one or more trustees to act on
behalf of said trust, prior to the time that it encumbers title to subject property, and otherwise
complying with C.R.S. 38-30.108.5, et seq.
Deed of Trust from Ralli Dimitrius, Trustee f/b/o the Ralli Dimitrius Trust, u/d dated September6.
17, 1992, a California Trust to the Public Trustee of Pitkin County for the use of Alpine Bank, to
secure $2,065,000.00.
Exception No. 5 under Schedule B, Section II of this commitment will not appear in the policy or
policies to be issued pursuant hereto, provided that (a) the documents contemplated by the
requirements set forth in Schedule B, Section I of this commitment are submitted to and approved
and recorded by the Company or its duly authorized agent, and (b) an examination of the records
in the office of the County Clerk and Recorder by the Company or its duly authorized agent
discloses that no defects, liens, encumbrances, adverse claims or other matters have been recorded
This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land 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; and Schedule B, Part II-Exceptions.
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.
Commitment for Title Insurance (8-1-2016)
Technical Correction 4-2-2018
Schedule B - Part I
Page 3
Commitment No: 0706189-C
in such records subsequent to the effective date hereof, and prior to the recording date of such
recording(s).
Exception No. 6 under Schedule B, Section II of this commitment will be amended in the policy or
policies to be issued pursuant hereto, to read “Taxes and Assessments for the year 2019 and
subsequent years".
24-MONTH CHAIN OF TITLE: The only conveyance(s) affecting said land recorded within
the 24 months preceding the date of this commitment is (are) as follows:
QuitClaim Deed to Ralli Dimitrius, Trustee f/b/o the Ralli Dimitrius Trust, u/d dated
September 17, 1992 recorded June 27, 2008 as Reception No. 550590.
NOTE: If no conveyances were found in that 24 month period, the last recorded conveyance
is reported. If the subject land is a lot in a subdivision plat less than 24 months old, only the
conveyances subsequent to the plat are reported.
THE LIABILITY OF THE COMPANY UNDER THE POLICY TO BE ISSUED SHALL IN
NO CASE EXCEED THE AMOUNT OF THE PROCEEDS OF THE LOAN SECURED BY
THE INSURED MORTGAGE DISBURSED AT DATE OF POLICY PLUS THE AMOUNT
OF EACH SUCCEEDING DISBURSEMENT THEREOF UNTIL THE AGGREGATE OF
ALL DISBURSEMENTS IS EQUAL TO THE AMOUNT OF INSURANCE STATED IN
SCHEDULE A, PLUS ANY AMOUNT ADVANCED TO PROTECT THE LIEN OF THE
INSURED MORTGAGE AND SECURED THEREBY PLUS INTEREST ON SAID
AMOUNTS, LESS ALL PAYMENTS ON SAID LOAN.
This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land 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; and Schedule B, Part II-Exceptions.
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.
Commitment for Title Insurance (8-1-2016)
Technical Correction 4-2-2018
Schedule B - Part I - continued
Page 4
Commitment No: 0706189-C
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.
Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless
the same are disposed of to the satisfaction of the Company.
Any loss or damage, including attorney fees, by reason of the matters shown below:
Any facts, right, interests, or claims which are not shown by the Public Records but which could1.
be ascertained by an inspection of said Land or by making inquiry of persons in possession
thereof.
Easements or claims of easements, not shown by the Public Records.2.
Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the3.
Title that would be disclosed by an accurate and complete land survey of the Land.
4. Any lien, or right to a lien for services, labor or material heretofore or hereafter furnished,
imposed by law and not shown by the Public Records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in
the Public Records or attaching subsequent to the effective date hereof, but prior to the date of
the proposed insured acquires of record for value the estate or interest or mortgage thereon
covered by this Commitment.
6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the Public Records; (b)
proceedings by a public agency that may result in taxes or assessments, or notices of such
proceedings, whether or not shown by the records of such agency or by the Public Records.
Terms, agreements, provisions, conditions and obligations as contained in Ordinance No. 577.
(Series of 1976) recorded November 11, 1976, in Book 319 at Page 456 as Reception No.
188864.
This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land 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; and Schedule B, Part II-Exceptions.
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.
Commitment for Title Insurance (8-1-2016)
Technical Correction 4-2-2018
Schedule B - Part II
Page 5
Commitment No: 0706189-C
Terms, agreements, provisions, conditions and obligations as contained in Ordinance No. 608.
(Series 1976) recorded December 9, 1976, in Book 321 at Page 51 as Reception No. 189906.
Terms, agreements, provisions, conditions and obligations as contained in Resolution #23, Series9.
of 2013 by the Aspen Historic Preservation Commission Recommending Approval of an
Application for a Historic Landmark Lot Split and Granting Approval for a Setback Variance for
the Property Located at 125 W. Main Street, Lots C and D, Block 59, City and Townsite of
Aspen, Colorado recorded July 19, 2013, at Reception No. 601520.
Terms, agreements, provisions, conditions and obligations as contained in Ordinance No. 31,10.
Series of 2013 by the City of Aspen approving a Historical Landmark Lot Split for the Property
Located at 125 W. Main Street, Lots C and D, Block 59, City and Townsite of Aspen, Colorado
recorded December 13, 2013 as Reception No. 606008.
Terms, agreements, provisions, conditions and obligations as contained in Subdivision11.
Exemption Agreement for 125 W. Main Street recorded December 6, 2013, at Reception No.
606318.
Easements, rights of way and all other matters as shown on the Plat of Historic Landmark Lot12.
Split of 125 W. Main Street, filed December 6, 2013, in Plat Book 105 at Page 32 as Reception
No. 606319.
THE LIABILITY OF THE COMPANY UNDER THIS POLICY SHALL IN NO CASE
EXCEED THE AMOUNT OF THE PROCEEDS OF THE LOAN SECURED BY THE
INSURED MORTGAGE DISBURSED AT DATE OF POLICY PLUS THE AMOUNT OF
EACH SUCCEEDING DISBURSEMENT THEREOF UNTIL THE AGGREGATE OF ALL
DISBURSEMENTS IS EQUAL TO THE AMOUNT OF INSURANCE STATED IN
SCHEDULE A, PLUS ANY AMOUNT ADVANCED TO PROTECT THE LIEN OF THE
INSURED MORTGAGE AND SECURED THEREBY PLUS INTEREST ON SAID
AMOUNTS, LESS ALL PAYMENTS ON SAID LOAN.
This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor Land 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; and Schedule B, Part II-Exceptions.
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.
Commitment for Title Insurance (8-1-2016)
Technical Correction 4-2-2018
Schedule B - Part II - continued
Page 6
Commitment No: 0706189-C
DISCLOSURE STATEMENTS
Note 1: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII, requires that
"Every Title entity shall be responsible for all matters which appear of record prior to the time of recording
whenever the Title entity conducts the closing and is responsible for recording or filing of legal documents resulting
from the transaction which was closed.” (Gap Protection)
Note 2: Exception No. 4 of Schedule B, Section 2 of this Commitment may be deleted from the Owner's Policy to be
issued hereunder upon compliance with the following conditions:
The Land described in Schedule A of this commitment must be a single-family residence, which includes a1.
condominium or townhouse unit.
No labor or materials may have been furnished by mechanics or materialmen for purpose of construction on2.
the Land described in Schedule A of this Commitment within the past 13 months.
The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's3.
and materialmen's liens.
Any deviation from conditions A though C above is subject to such additional requirements or Information4.
as the Company may deem necessary, or, at its option, the Company may refuse to delete the exception.
Payment of the premium for said coverage.5.
Note 3: The following disclosures are hereby made pursuant to §10-11-122, C.R.S.:
The subject real property may be located in a special taxing district;(i)
A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the(ii)
County Treasurer's authorized agent; and
Information regarding special districts and the boundaries of such districts may be obtained from the(iii)
County Commissioners, the County Clerk and Recorder, or the County Assessor.
Note 4: If the sales price of the subject property exceeds $100,000.00, the seller shall be required to comply with the
disclosure or withholding provisions of C.R.S. §39-22-604.5 (Non-resident withholding).
Note 5: Pursuant to C.R.S. §10-11-123 Notice is hereby given:
(a)If there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the
surface estate then 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 6: Effective September 1, 1997, C.R.S. §30-10-406 requires that all documents received for recording or filing
in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of
at least one-half inch the clerk and recorder may refuse to record or file any document that does not conform.
Note 7: Our Privacy Policy:
We will not reveal nonpublic personal customer information to any external non-affiliated organization unless we
have been authorized by the customer, or are required by law.
Note 8: Records:
Regulation 3-5-1 Section 7 (N) provides that each title entity shall maintain adequate documentation and records
sufficient to show compliance with this regulation and Title 10 of the Colorado Revised Statutes for a period of not
less than seven (7) years, except as otherwise permitted by law.
Note 9: Pursuant Regulation 3-5-1 Section 9 (F) notice is hereby given that “A title entity shall not earn interest on
fiduciary funds unless disclosure is made to all necessary parties to a transaction that interest is or has been earned.
Said disclosure must offer the opportunity to receive payment of any interest earned on such funds beyond any
administrative fees as may be on file with the division. Said disclosure must be clear and conspicuous, and may be
made at any time up to and including closing.”
Be advised that the closing agent will or could charge an Administrative Fee for processing such an additional
services request and any resulting payee will also be subjected to a W-9 or other required tax documentation for such
Page 7
purpose(s).
Be further advised that, for many transactions, the imposed Administrative Fee associated with such an additional
service may exceed any such interest earned.
Therefore, you may have the right to some of the interest earned over and above the Administrative Fee, if applicable
(e.g., any money over any administrative fees involved in figuring the amounts earned).
Note 10: Pursuant to Regulation 3-5-1 Section 9 (G) notice is hereby given that “Until a title entity receives written
instructions pertaining to the holding of fiduciary funds, in a form agreeable to the title entity, it shall comply with
the following:
The title entity shall deposit funds into an escrow, trust, or other fiduciary account and hold them in a1.
fiduciary capacity.
The title entity shall use any funds designated as “earnest money” for the consummation of the transaction2.
as evidenced by the contract to buy and sell real estate applicable to said transaction, except as otherwise
provided in this section. If the transaction does not close, the title entity shall:
Release the earnest money funds as directed by written instructions signed by both the buyer and seller;(a)
or
If acceptable written instructions are not received, uncontested funds shall be held by the title entity for(b)
180 days from the scheduled date of closing, after which the title entity shall return said funds to the
payor.
In the event of any controversy regarding the funds held by the title entity (notwithstanding any termination3.
of the contract), the title entity shall not be required to take any action unless and until such controversy is
resolved. At its option and discretion, the title entity may:
Await any proceeding; or(a)
Interplead all parties and deposit such funds into a court of competent jurisdiction, and recover court(b)
costs and reasonable attorney and legal fees; or
Deliver written notice to the buyer and seller that unless the title entity receives a copy of a summons(c)
and complaint or claim (between buyer and seller), containing the case number of the lawsuit or
lawsuits, within 120 days of the title entity's written notice delivered to the parties, title entity shall
return the funds to the depositing party.”
Page 8
Commitment No: 0706189-C
Title Company of the Rockies
Disclosures
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. Pursuant to C.R.S.
30-10-406(3)(a).
The company will not issue its policy or 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. Pursuant to C.R.S. 10-11-122.
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 withdrawals as a matter ofright. Pursuant to C.R.S. 38-35-125(2).
The Company hereby notifies the proposed buyer in the current transaction that there may be recorded evidence that
the mineral estate, or portion thereof, has been severed, leased, or otherwise conveyed from the surface estate. If so,
there is a substantial likelihood that a third party holds some or all interest in the oil, gas, other minerals, or
geothermal energy in the subject property. Such mineral estate may include the right to enter and use the property
without the surface owner's permission. Pursuant to C.R.S. 10-11-123.
If this transaction includes a sale of property and the sales price exceeds $100,000.00, the seller must comply with thedisclosure/withholding requirements of said section. (Nonresident withholding) Pursuant to C.R.S. 39-22-604.5.
Notice is hereby given that: 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 authorizedagent. 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. Pursuant to C.R.S. 10-11-122.
Notice is hereby given that: Pursuant to Colorado Division of Insurance Regulation 8-1-2;
"Gap Protection" -When this Company conducts the closing and is responsible for recording or filing the legal
documents resulting from the transaction, the Company shall be responsible for all matters which appear on the
record prior to such time or recording or filing; and
"Mechanic's Lien Protection" - If you are the buyer of a single family residence, you may request mechanic's lien
coverage to be issued on your policy of Insurance. If the property being purchased has not been the subject of
construction, improvements or repairs in the last six months prior to the date of this commitment, the
requirements will be payment of the appropriate premium and the completion of an Affidavit and Indemnity by
the seller. If the property being purchased was constructed, improved or repaired within six months prior to the
date of this commitment the requirements may involve disclosure of certain financial information, payment of
premiums, and indemnity, among others. The general requirements stated above are subject to revision and
approval by the Company. Pursuant to C.R.S. 10-11-122.
Notice is hereby given that an ALTA Closing Protection Letter is available, upon request, to certain parties to the
transaction as noted in the title commitment. Pursuant to Colorado Division of Insurance Regulation 8-1.
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.
Page 9
Amy Simon, City of Aspen 9.05.19
Community Development, City of Aspen
120 Galena Street
Aspen, CO 81611
RE: PID# 273707392007, 125 West Main Street, Lot C, Block 59
Consent from owner(s) to process application and authorizing the representative.
Dear Amy,
Please accept this letter as authorization for Willis Pember of Willis Pember Architects, Inc. to
submit a Land Use Application on behalf of the property owners, Ralli Dimitirus Trust, pursuant
to requirements for the Relocation of a Historic Landmark.
If you require anything further, please advise.
Very truly yours,
F11tM DIMITPIws irvtsi
Applicant: Ralli Dimitrius Trust Representative: Willis Pember Architects, Inc
Nicole and Stirling Dimitrius Willis Pember
530 South Lake Ave, #433 412 N. Mill Street
Pasedena, CA 91101 Aspen, CO, 81611
323 216 6042 vc 970 920 1727 vc
willis pember architects, inc 412 n mill street I aspen, co 81611 1 970 920 1727
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
Name Ralli DiMM2�' s I-kv& i
Property
Owner ('(")- Email portroyaleent@yahoo.com Phone No 323-216-6042
Address of
Property 125 West Main Street, Lot C, Block 59, City of Aspen
(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 Evidence of approval is attached
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
'(U �nLI Dim IVU-w&-r�J 4
Owner signature �� date
KKLJ D MITi?Jus'XusT-, Evleo-T�. tt 'DIM lT)r-1us As TnGs1-6C-
Owner printed name
or.
Attorney signature
Attorney printed name
date
1
Written Description – compliance with review standards 125 West Main Street
1.15.20
Review standards – part I
Historic Preservation Design Guidelines – Non‐relevant guidelines are grayed out.
Context
Chapter 1: Site Planning & Landscape Design
1.1 All projects shall respect the historic development pattern or context of the block,
neighborhood or district.
Response: There is no change to the basic urban components of the site.
1.2 Preserve the system and character of historic streets, alleys, and ditches.
Response: There is no change to the basic urban components of the site, including
ditches.
1.3 Remove driveways or parking areas accessed directly from the street if they were not part
of the original development of the site.
1.4 Design a new driveway or improve an existing driveway in a manner that minimizes its
visual impact.
Response: We are designing a new driveway and plantings in an area at the rear of the
lot used for parking off of the alley.
1.5 Maintain the historic hierarchy of spaces.
Response: There is no change to the basic components of the site.
1.6 Provide a simple walkway running perpendicular from the street to the front entry on
residential projects.
Response: A simple concrete walkway exists and we propose leaving it as is.
1.7 Provide positive open space within a project site.
Response: Despite the small lot size, positive open space exists at the front and rear of
the site.
1.8 Consider storm water quality needs early in the design process.
Response: We have designed the drainage system met with the engineering dept.
1.9 Landscape development on Aspen Modern landmarks shall be addressed on a case by case
basis.
1.10 Built‐in furnishings, such as water features, fie pits, grills, and hot tubs, that could interfere
with or block views of historic structures are inappropriate.
1.11 Preserve and maintain historically significant landscaping on site, particularly landmark
trees and shrubs.
Response: We are proposing to maintain historic lilacs and return open sod lawn via
judicious pruning and removal. We have met with the City Parks department.
1.12 Provide an appropriate context for historic structures.
Response: That is the intent
2
1.13 Additions of plant material to the landscape that could interfere with or block views of
historic structures are inappropriate.
Response: We are attempting to remove much of the offending, overgrown landscape.
1.14 Minimize the visual impacts of landscape lighting.
Response: We are only adding landscape light to the rear yard, hidden in a hedge
adjacent to the new driveway. Ref. Landscape/Site plan. No landscape lighting is
proposed at the front of the house.
1.15 Preserve original fences.
Response: We are preserving all existing fencing.
1.16 When possible, replicate a missing historic fence based on photographic evidence.
1.17 No fence in the front yard is often the most appropriate solution.
Response: ref. written description – history and forensics, pg 4.
1.18 When building an entirely new fence, use materials that are appropriate to the building
type and style.
Response: We are proposing a contemporary, wood picket fence. Ref. site plan A1.0 at
the rear of the site.
1.19 A new fence should have a transparent quality, allowing views into the yard from the
street.
Response: The proposed fence has various porosities depending on location, 30 and 55%
open. Ref. site plan A102.
1.20 Any fence taller than 42” should be designed so that it avoids blocking public views of
important features of a designated building.
Response: Proposed fence rises to 6’‐0” where Molly Gibson pool area impacts home
privacy. This is not a public view plane.
1.21 Preserve original retaining walls.
Response: We are preserving a short front yard retaining wall. Not likely that it is
historic. ref. written description – history and forensics, pg 4.
1.22 When a new retaining wall is necessary, its height and visibility should be minimized.
1.23 Re‐grading the site in a manner that changes historic grade is generally not allowed and
will be reviewed on a case by case basis.
Response: Very little to no grading is anticipated. The site is relatively flat.
1.24 Preserve historically significant landscapes with few or no alterations.
Response: We intend to prune and preserve existing Lilacs to the west. Eliminating other
shrubs at the front yard will allow us to approach a historic restoration of the original
landscape. Relocation is internal to existing footprint.
1.25 New development on these sites should respect the historic design of the landscape and
its built features.
Response: Relocation will not affect the historic landscape.
1.26 Preserve the historic circulation system.
Response: No changes are proposed to the circulation system.
1.27 Preserve and maintain significant landscaping on site.
Response: Large trees in the front yard will remain. No tree removal or tree mitigation
will be proposed.
3
Rehabilitation
Chapter 2: Building Materials
2.1 Preserve original building materials.
Response: All original material will be preserved, wood re‐painted.
2.2 The finish of materials should be as it would have existing historically.
Response: No changes to finishes on historic piece. Painted wood will remain painted.
Asphalt shingles will remain asphalt. Metal roofing will remain non‐reflective.
2.3 Match the original material in composition, scale and finish when replacing materials on
primary surfaces.
Response: This is the case on the historic structure. On the non‐historic structure, to
create a further distinction (ref. chapter 10) we propose standing seam metal roof.
2.4 Do not use synthetic materials as replacements for original building materials.
Response: no synthetic materials are expected.
2.5 Covering original building materials with new materials is inappropriate.
Response: No historic materials will be covered over.
2.6 Remove layers that cover the original material.
Response: That situation doesn’t exist.
Chapter 3: Windows
3.1 Preserve the functional and decorative features of a historic window.
Response: All existing historic windows will be preserved and refurbished.
3.2 Preserve the position, number, and arrangement of historic windows in a building wall.
Response: No changes to the arrangement of historic windows or openings anticipated.
3.3 Match a replacement window to the original in its design.
Response: Only one replacement window anticipated in a historic opening. Returning to
a double hung from a modern casement.
3.4 When replacing an original window, use materials that are the same as the original.
Response: Yes, the replacement window will be wood.
3.5 Preserve the size and proportion of a historic window opening.
Response: Opening size will remain the same.
3.6 Match, as closely as possible, the profile of the sash and its components to that of the
original window.
Response: We will use the simplest (square) profiles supplied by Loewen.
3.7 Adding new openings on a historic structure is generally not allowed.
Response: We propose replacing several modern casement windows from the historic
and non‐historic portions of the resource and aligning these with preservation goals
enumerated elsewhere.
3.8 Use a storm window to enhance energy conservation rather than replace a historic
window.
Response: Where storm panels make sense, they’ll be used on the interior.
4
Chapter 4: Doors
4.1 Preserve historically significant doors.
Response: The historic front door will be re‐used. The rear door on the non‐historic
addition, is likely a re‐purposed back‐door from the original 1890’s construction and will
be refurbished. A non‐historic side door will be replaced in the same dimensions.
4.2 Maintain the original size of a door and its opening.
Response: No changes to door opening dimensions are planned.
4.3 When a historic door or screen door is damaged, repair it and maintain its general historic
appearance.
Response: The rear door will require extensive restoration; the glazing has been
corrupted with cheap plastic inserts and other inappropriate materials.
4.4 When replacing a door or screen door, use a design that has an appearance similar to the
original door or a door associated with the style of the building.
Response: The side door will appear like a simple, secondary and plainly detailed historic
door.
4.5 Adding new doors on a historic building is generally not allowed.
4.6 If energy conservation and heat loss are concerns, use a storm door instead of replacing a
historic entry door.
Response: Storm doors are not anticipated at this time.
4.7 Preserve historic hardware.
Response: Front door historic hardware will remain unchanged. A non‐historic door bell
will be replaced. Back door will reuse historic hardware and introduce a contemporary,
secure keypad for rental guests.
Chapter 5: Porches & Balconies
5.1 Preserve an original porch or balcony.
Response: That is the intent. Non‐historic stair treatments will be removed at the porch
stairs.
5.2 Avoid removing or covering historic materials and details.
Response: All original materials will be used here.
5.3 Enclosing a porch or balcony is not appropriate.
5.4 If reconstruction is necessary, match the original in form, character and detail.
Response: An accurate reconstruction of the porch guardrail has already occurred, circa
early 2000’s.
5.5 If new steps are to be added, construct them out of the same primary materials used on
the original, and design them to be in scale with the porch or balcony
Response: The existing front stairs will be reused and refurbished.
5.6 Avoid adding handrails or guardrails where they did not exist historically, particularly
where visible from the street.
Response: A minimal code required handrail is proposed on one side of the stair,
eliminating the confusing, non‐historic detailing currently in place.
5
Chapter 6: Architectural Details
6.1 Preserve significant architectural features.
Response: No loss of historic detail is anticipated.
6.2 When disassembly of a historic element is necessary for its restoration, use methods that
minimize damage to the original material.
6.3 Remove only the portion of the detail that is deteriorated and must be replaced.
6.4 Repair or replacement of missing or deteriorated features are required to be based on
original designs.
Response: Nothing needs to be replaced, except perhaps some exterior window sills
which may have been covered over with flat trim. They will be managed on a case‐by‐
case basis.
6.5 Do not guess at “historic” designs for replacement parts.
Response: There is nothing to guess at in our proposal.
Chapter 7: Roofs
7.1 Preserve the original form of a roof.
7.2 Preserve the original eave depth.
7.3 Minimize the visual impacts of skylights and other rooftop devices.
Response: Our replacement skylight maintains its existing low profile at the rear of the
property.
7.4 New vents should be minimized, carefully, placed and painted a dark color.
Response: A Historic brick chimney will remain, non‐historic vents removed and new
vents will be biased towards the rear of the property and painted black.
7.5 Preserve original chimneys, even if they are made non‐functional.
Response: There is one and we anticipate reusing.
7.6 A new dormer should remain subordinate to the historic roof in scale and character.
7.7 Preserve original roof materials.
Response: We propose replacing asphalt with asphalt as the existing roof is at the end of
its useful life. New asphalt will have the same scale as the oldest layer we can discover
on under the existing roof.
7.8 New or replacement roof materials should convey a scale, color and texture similar to the
original.
Response: That is the intent – see above.
7.9 Avoid using conjectural features on a roof.
Response: None anticipated.
7.10 Design gutters so that their visibility on the structure is minimized to the extent possible.
Response: We are replacing existing gutter and downspouts on the west property
boundary. They will not look like they are from Alpine Ace or the Miners building, but will
be custom fabricated.
Chapter 8: Secondary Structures ‐ NA
6
Chapter 9: Excavation, Building Relocation and Foundations
9.1 Developing a basement by underpinning and excavating while the historic structure
remains in place may help to preserve the historic fabric.
Response: This is the purpose of this relocation application. No disturbance to the
existing foundation is expected, while creating a stronger more resilient structure.
9.2 Proposals to relocate a building will be considered on a case‐by‐case basis.
Response: This relocation application doesn’t require movement of the building.
9.3 Site a relocated structure in a position similar to its historic orientation.
Response: The structure will remain in its historic orientation throughout construction.
9.4 Position a relocated structure at its historic elevation above grade.
Response: The historic resource is not being moved.
9.5 A new foundation shall appear similar in design and materials to the historic foundation.
Response: There is no new foundation proposed, only repair of the existing stone.
9.6 Minimize the visual impact of lightwells.
Response: The lightwell is located in a very tight side yard behind a fence, inaccessible to
sight lines from the front or rear yards.
9.7 All relocations of designated structures shall be performed by contractors who specialize in
moving historic buildings, or can document adequate experience in successfully relocating such
buildings.
Response: Our builder, Rudd construction is a certified to work on Historic buildings in
City of Aspen and has worked on many historic projects previously.
9.8 Proposals to relocate a building to a new site are highly discouraged.
Chapter 10: Building Additions
10.1 Preserve an older addition that has achieved historic significance in its own right.
Response: The addition is not historic. In our limited scope we have attempted to follow
the applicable guidelines of chapter 10.
10.2 A more recent addition that is not historically significant may be removed.
Response: There is no change to the footprint of this project, including the addition.
10.3 Design a new addition such that one’s ability to interpret the historic character of the
primary building is maintained.
Response: Through redesign of the addition openings, and material changes (roof) we
have created a dialogue that clearly allows the addition to be read as ‘other’.
10.4 The historic resource is to be the focus of the property, the entry point, and the
predominant structure as viewed from the street.
Response: There is no change proposed to the hierarchy of the structure.
10.5 On a corner lot, no portion of an addition to a one story historic resource may be more
than one story tall, directly behind that resource, unless completely detached above grade by a
distance of at least 10 feet
10.6 Design a new addition to be recognized as a product of its own time.
Response: The proportioning of the addition windows (floor to ceiling) and roofing
material speaks directly to this provision.
10.7 When planning an addition to a building in a historic district, preserve historic alignments
on the street.
7
10.8 Design an addition to be compatible in size and scale with the main building.
Response: Not really applicable‐ the addition mass already exists.
10.9 If the addition is taller than a historic building, set it back from significant façades and use
a “connector” to link it to the historic building.
10.10‐10.12 not relevant
Chapter 12: Accessibility, Architectural Lighting, Mechanical Equipment, Services Areas, &
Signage
12.1 Address accessibility compliance requirements while preserving character defining
features of historic buildings and districts.
Response: As a private residence, we are not required to make the home accessible.
12.2 Original light fixtures must be maintained. When there is evidence as to the appearance of
original fixtures that are no longer present, a replication is appropriate.
Response: No historic exterior fixtures remain. Wall mounted fixtures will be removed
from the resource.
12.3 Exterior light fixtures should be simple in character.
Response: Proposed light fixtures are simple and clean.
12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash
storage.
Response: Trash is located behind a fence in the side yard and not visible from the street
or alley. Ref. Site Plan.
12.5 ‐12.9 not relevant
End part I – Historic Preservation Guidelines
8
Written Description – Compliance with review standards 125 West Main Street
Review standards – part II
Commercial, Lodging and Historic Design Guidelines for Main Street
Building Placement
3.1 Orient a new building or addition to the street
Response: There is no new addition or new building as part of the scope, NA.
Architecture
3.2 Design a new structure to be recognized as a product of its time.
Response: The scope of work is restricted to preservation of an existing asset with a non‐historic
addition to the rear.
3.3 The imitation of older historic styles blurs the distinction between old and new buildings
and is discouraged.
Response: There is no imitation, simply a desire to create more historic accuracy.
Building Proportion, Scale, Height and Width
3.4 Roof forms should be in character with surrounding historic buildings.
Response: There is no new architecture, NA.
3.5 Roof forms should be in character with surround historic buildings
Response: There is no new architecture, NA.
3.6 Design a front elevation to be similar in scale to historic buildings in the district
Response: There is no new architecture, or change in scale to the front.
3.7 Clearly define the primary entrance to a new building with a front porch or similar feature.
Response: There is no new architecture, simply and existing front porch, NA.
3.8 Design an addition to be compatible in size and scale with the main building.
Response: There is no new addition, NA.
9
3.9 When planning an addition to a building in a historic district, preserve historic alignments on
the street.
Response: There is no new addition, NA.
Details and Materials
3.10 Use building components that are similar in size and shape to those of the Victorian‐era
residences seen traditionally on Main Street
Response: Changes to the historic structure attempt to restore the Victorian language of the
original and remove poor, non‐historic alterations implemented since the late 1890’s. Ref.
elevations A301, A302 , A303 and written description, history and forensics text for complete
summary.
3.11 Architectural details should reinforce the historic context of the block.
Response: Modification of details on the resource attempts to restore the historic character lost
due to thoughtless changes from the 80’s. These include:
a. Guardrail/Newel/Handrails on the front porch stairs are overly ornate and do not relate
to the historic porch guardrail language. Referencing the 70’s photo suggests that many
Victorians had few if any guardrails, or handrails at the sides of the stair. We are
proposing eliminating the ornate, non‐historic ‘turned’ profiles of the stairway and
replacing with a minimal, modern steel handrail profile to the east side of the stair.
b. Please reference ‘history and forensics’ pgs. 3‐4‐5 for a fuller explanation of changes to
the front porch guardrail over the last 50 years.
3.12 Primary materials should be wood or brick
Response: There is no change to the primary material palette, NA.
3.13 Secondary materials should relate to the historic context.
Response: There are no secondary material changes, except on the rear of the house. We are
proposing to change the roofing material of a non‐historic addition from asphalt shingles to
standing seam metal to further separate history of the pieces and parts of the development.
3.14 Use roofing materials that are similar in appearance to those seen historically.
Response: We are maintaining the same roofing material on the historic parts of the project.
End part II, Commercial, Lodging and Historic Design Guidelines for Main Street
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January 13, 2019
Willis O. Pember, AIA
Willis Pember Architects, Inc
412 North Mill Street
Aspen, Colorado 81611
RE: Existing Historic Residence Remodel & Relocation Application – 125 W Main Street -- Aspen, Colorado
Willis,
As requested, we visited the above site on October 1, 2019 and we have reviewed the architectural design
intent for the remodel of the existing residence at the site. The extent of the remodel includes interior
reconfiguration at the upper and main levels and the addition of a new basement in the existing crawl space.
As a part of the proposed work, structural elements will be reviewed and retrofitted as needed to accommodate
the reconfigured interior spaces. Selective strengthening of rafters and floor joists is expected. The proposed
basement footprint has been laid out in a way to minimize the impact to the existing foundations and new
foundation elements will be designed to provide lateral bracing of the existing foundations in lieu of the current
crawl space grade configuration.
Observations during the above noted site visit indicate that the structure will be well served by the proposed
remodel. Once demolition can begin, the interior wall and ceiling finishes shall be at least partially removed to
allow further observation of the existing structural system. We shall be contacted to perform a site observation
of the exposed structure to determine correlation with assumed conditions and make any necessary structural
revisions. This shall be done prior to proceeding with the removal or modification of any framing members.
Should you have any further questions regarding this matter, please feel free to contact our office.
Sincerely,
Evolve Structural Design LLC
Steven R. Edmiston, P.E., S.E.
Senior Engineer
Please note that the opinions expressed herein are based on limited, non-intrusive observations and that no analyses were conducted to
verify compliance of the structure with current building codes or other standards. These opinions may change if other conditions are
discovered.
01/13/2020
HVAC
ducts
1
Written Description 125 West Main St – Relocation 1.15.20
Owner: Ralli Dimitrius Trust
Architect: Willis Pember Architects
Structural Engineer: Evolve Structural Design, Steve Edmiston
Civil Engineer: Woody Creek Engineering, Josh Rice
Mechanical Engineer: Climate Control
History and Forensics
The home was built between 1890 and 1893 based on the Sanborn Map data base. The Sanborn
map plan of block 59 from 1893 is the home’s first appearance in the records and remains the
same on all subsequent Sanborn maps we could find; no out buildings or historic additions appear
to have been added in the 19thC. Of particular note is the location of a porch in the initial
construction at the SE corner of the house which is absent in the reading of the existing home. No
clues are evident in the details of the exterior siding nor are any clues given from the interior that
a porch was there. Following the infilling of the rear porch, a 224 SF non‐historic slab‐on‐grade
addition was added to the rear of the envelope roughly the same width of the porch and
extending south, sometime in 70’s judging by the appearance of the
5‐1/2” framing and the contemporary windows.
125 West Main. 1893 Sanborn, Block 59 view of non‐historic addition 2019
2
PORCH
NON –HISTORIC
ADDITION
The composite image above shows an overlay of the Sanborn drawing over WPA’s plan of the
existing house. The Sanborn map is highly accurate and shows the break between the historic back
porch in the home’s interior in the middle of the modern strip casement window proposed for
replacement. Interior demolition of this wall indicated nothing unusual in the framing, or
indication of a historic window opening that had been covered over. The studs and exterior
sheathing appear to be original to the 19thC. A rusted metal flue collar remains in the wall.
Interior drywall demo – 2019 east
kitchen wall. No historic framed
openings revealed.
3
1975 – City of Aspen files
The earliest reference image for the front of the house is from a 1970’s photo provided to the
applicant by the City. Given what little activity there was in Aspen during the quiet years, it is not
unreasonable to suggest the front of the house, as pictured below, is historically intact. In any
case, this is what we have to work with.
The landscape is a simple lawn with ornamental shrubs and hollyhocks around the edges. We will
attempt to restore the largely overgrown condition of the current landscape to this very simple
and restrained place albeit through the lenses of the Parks Department’s 2020 tree policies.
4
1985 – City of Aspen files
By 1985, the date of the next earliest image, certain obvious changes have taken place; the details
of the porch guardrail are now a rhythm of turned wooden posts, replacing the rectilinear pattern
of sticks seen in the 1975 photo. Additionally, over scaled newel posts with gigantic wood balls
and a heavy wood handrail were added to the front steps. All other detailing appears to be
unchanged ‐ windows, porch supports and brackets and the front door – are all what appears
today. The steel or cast iron fence on the low masonry retaining wall is located at the front
property line. It would seem to be from the 1890’s as the latching and detail of the metal is very
old but likely installed in the 1980’s. That the front yard fence does not appear in the 1975 photo
suggests it was a 1980’s ‘retro’ upgrade as the perspectives and depth of field of the ’75 and ’85
photos are nearly identical. It would be hard to photo the front of the home in 1975 w/o seeing a
portion of the fence if it were actually there in 1975.
Lilac bushes on the east and west sides of the front yard now appear much larger after 10 years.
5
2019 – Front Elevation
Sometime in the early 2000’s the property was cited for ‘demolition by neglect’ by the City. This
was confirmed by Amy and Sarah Adams separately. The porch was falling off the front of the
house. The owner did reinforce the structure of the porch as it seems now to be sound.
Remediation of the main house foundation also took place. Additionally it is my assumption that
at this time the porch guardrail design was returned back to what it was before the turned
spindles appeared in the 1985 photo as the porch guardrail design today reflects the 1975 photo.
The front steps with the heavy newel posts and handrails however, remain as a remnant of the
well intended but misguided 80’s work and is rotted.
Non‐historic element
6
Proposal 125 West Main St ‐ Relocation
Prior to submittal the following meetings took between the following City agencies and the design
team.
a. Parks Department
b. Engineering Department
c. Building Department
d. Planning and Zoning
e. Historic Preservation
North Side – street facing facade
a. Remove rotting and heavy newel posts and handrails from the 80’s. Replace with a minimal
steel handrail (3/8”x2” section) on just the east side of the steps, enough to satisfy IRC and
Aspen building codes. Victorian homes historically did not often provide handrails at entry
steps. Ref. A300 Elevations and photo of house in 1975.
b. Repair and restore any and all wood parts of the porch, guardrail, columns and decorative
brackets.
c. Simplify landscape, prune and remove much of the overgrown vegetation – ref. landscape
plan. Re‐sod front yard.
d. Supplement existing porch ceiling lights. Add wall scone/entry light at the front door – ref.
lighting plan and specs.
e. Retain ‘old’ looking cast iron fence at the property line. It is there and is continuous with
the adjacent lot that was split from this property.
East Side – side yard
a. Eliminate non‐historic side porch on the east side of the house. The side porch roof was
removed as part of the lot split. The footprint does not appear on the Sanborn maps and is
non‐historic. Along with this we propose to retain a non‐operable door on this elevation
that had previously accessed the side porch for interior daylighting.
b. Add a new fence along the side yard separating and shielding this house from approved
Molly Gibson pool enclave. Ref. landscape plan.
c. Add an egress window well under the Eastlake bay window that is 36” deep but is
proposed to be wider than the guidelines require in order to respect the historic alignment
of the basement opening and the width of a ‘fancy’ bay window above. Variance Request.
d. Replace two 20th C, non‐historic windows with those that comply with the guidelines.
Ref. A301. One is a code required bedroom egress window in the former location of the
kitchen.
7
Historic Bay window aligned with opening below
Partial East Elevation
VARIANCE REQUEST Partial Main Floor Plan
8
South Side – rear yard
a. Replace one 20th C, non‐historic window with one that complies with the guidelines in the
non‐historic addition. Ref. A302.
b. Replace and slightly relocate skylight in roof of non‐historic addition.
c. Eliminate non‐historic wall sconce.
d. Add new fence along property line. Ref. landscape/Site Plan A102.
e. Create three parking spaces. Add pervious parking surface in place of weeds and gravel.
Ref. Landscape/Site Plan A102.
f. Refurbish and paint historic looking back door. Replace colored glass in surround.
g. Glaze basement window in historic opening in stone foundation wall.
h. Replace non‐historic cracked wood post at rear entry roof with a 4” painted steel structural
column.
Cracked structural column
West Side – side yard
a. Replace gutter and downspouts.
b. Add new window to non‐historic addition per guidelines for additions.
c. Replace non‐historic Pella casement window in a historic opening with a wood double
hung.
d. Glaze basement window in historic opening in stone foundation wall.
e. Remove non‐historic wall sconce at former side stairway.
Roofs
a. Re‐roof all roofs. Peel back all layers of built‐up asphalt shingles to structural sheathing.
Apply waterproof underlayment to all.
b. Non‐historic addition roof, and east side bay window roof to be clad in non‐reflective black
metal roofing, 16” standing seam wide at main roofs, sheet metal on bay window.
c. All two story roofs and historic front porch roof to be black asphalt shingles, verify the
historic scale of the tabs. Restore and refurbish any metal ornamentation, if it exists at
ridgelines.
Basement - view towards Main St
historic basement foundation
wall with recent concrete underpinning
125 WEST MAIN STREET RELOCATION
willis pember architects
aspen, co, S 1611
970 920 1727
r'
Jar:
Recent underpinning towards front half of house
Adopted Codes & Standards
The following codes as amended by Ordinance 40, 2016
• 2015 IRC (International Residential Code) Chapters 1-10
+ 2015 IRC appendixes: E: Manufactured homes, F: Radon, 1: Existing Buildings & 5tructure
s, H: Patio Covers, K: Sound Transmission.
• 2015 IPC (International Plumbing Code)
2015 IMC (International Mechanical Code)
2015 IFGC (International Fuel Gas Code)
• 2015 IECC (International Energy Conservation Code)
■ 2015 1FC (International Fire Code)
• 2015 IEBC(international Existing Building Code)
• 2015 ISPSC (International Swimming Pool and Spa Code)
■ 2015 ISEP (International Solar Energy Provisions)
• 2014 NEC (National Electrical Code) (will adopt the 2017 when the State of Colorado
adopts)
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
SITE CONDITIONS PRIOR TO STARTING WORK, SHOULD
A DISCREPANCY OCCUR WITHIN THE CONTRACT
DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS
AND THE EXISTING CONDITIONS, NOTIFY ARCHITECT
IMMEDIATELY FOR CLARIFICATION.
2. DO NOT SCALE DRAWINGS.DIMEN SIONS SHALL TAKE
PRECEDENCE OVER SCALE OF DRAWINGS.
3. SHOULD A DISCREPANCY OCCUR WITHIN THE
CONSTRUCTION DOCUMENTS, CONTRACTOR TO
CONTRACT ARCHITECT FOR DIRECTION.
4. SHOULD A DISCREPANCY OCCUR IN OR BETWEEN
DRAWINGS AND SPECIFICATIONS SHALL TAKE
PRECEDENCE,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION AT
THE SITE.
6. ALL CONSTRUCTION AND MATERIALS SHALL BE AS
SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE
CODES, ORDINANCES, LAWS, PERMITS, AND THE
CONTRACT DOCUMENTS.
7. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND
ORDERLY CONDITION EACH SUBCONTRACTOR
IMMEDIATELY UPON COMPLETION OF EACH PHASE OF
WORK SHALL REMOVE ALL DEBRIS AS A RESULT OF
THEIR WORK.
8. NO PORTION OF WORK REQUIRING A SHOP DRAWING OR
SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE
SHOP DRAWING OR SAMPLE HAS BEEN REVIEWED BY
THE ARCHITECT, OWNER AND/OR STRUCTURAL
ENGINEER AND APPROVED.
9. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY
BLOCKING, BACKING AND FRAMING FOR LIGHT
FIXTURES, ELECTRICAL UNITS, EQUIPMENT, CLOSET
RODS, MEDICINE CABINETS AND ALL OTHER ITEMS AS
REQUIRED.
10, PROVIDE ALL ACCESS PANELS AS REQUIRED BY
GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS,
ATTIFCS, ETC VERIFY LOCATION WITH ARCHITECT PRIOR
TO INSTALLATION.
11. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS
RELATED TO THIS WORK. CONTRACTOR TO VERIFY
WITH CITY OF ASPEN BUILDING DEPARTMENT FOR ANY
PARKING RESTRICTIONS RELATIVE TO CONSTRUCTION
TRAFFIC.
12, RADON, SMOKE, AND CARBON MINOXIDE DETECTORS AS
REQUIRED BY CODE AND CITY OF ASPEN CODE.
13, CONTRACTOR IS TO COMPLY WITH IECC 2009.
HISTORIC PRESERVATION NOTES
1. SAMPLES OF NEW MATERIALS WILL BE CREATED FOR REVIEW
AND APPROVAL BY H.P.C. STAFF AS REQUESTED..
2. NEW ROOF PENETRATIONS SHALL BE REVIEWED BY HPC
AT TIME OF HEARING.
3. OTHER HPC CONDITIONS REQUIRED AS PART OF THE
APPROVALS,
4. LANDSCAPE, EXTERIOR LIGHTS FIXTURES AND MATERIAL
SELECTIONS TO BE REVIEWED AT HEARING.
6i
125 WEST MAIN STREET - 1975
25 WEST MAI N
LOTS C + D, CITY AND TOWNSITE OF ASPEN
PITKIN COUNTY, COLORADO
DRAWING FIST
A
000
COVER IMAGE + DRAWING LIST
Z
001
INDEX & CHECKLIST
Z-002
APPROVALS
Z-003
APPROVALS
7-004
SCOPE, APPROVALS & SUMMARY
Z
005
SITE PLAN
Z-005.1
SITE PLAN LIGHTING
Z-005.2
SITE PLAN LIGHTING
7-006
RDS CHECKLIST
7-007
DEMO CALCULATIONS
Z
008
FLOOR PLANS
Z-009
ROOF PLAN OVER SITE PLAN
Z-010
FLOOR AREA CALCS
7-011
HEIGHT INFORMATION
SURVEY—SOPRIS ENGINEERING
C200
BASINS
C300
GRADING AND DRAINAGE PLAN
C400
UTILITIES
C500
DETAILS
C600
EROSION SEDIMENT CONTROL PLAN
L100
LANDSCAPE DEVELOPMENT PLAN
L200
PLANTING PLAN + FENCE DESIGN
L300
LIGHTING PLAN
L500
LIGHTING SPECS
A102
SITE PLAN
A103
FAR PROPOSED
A104
FAR EXISTING
A105
FIRE AREA PLAN
A200
BASEMENT LEVEL
A201
GROUND LEVEL PLAN
A202
UPPER LEVEL PLAN
A203
ROOF PLAN
A301
ELEVATIONS PROPOSED + EXISTING
A302
ELEVATIONS PROPOSED + EXISTING
A303
ELEVATIONS PROPOSED + EXISTING
A401
SECTIONS
A402
SECTIONS
A601
ASSEMBLIES
A602
ASSEMBLIES, DETAILS
A603
STAIR DETAILS
A604
DETAILS
A701
KITCHEN
A702
BATHROOMS
A703
BATHROOMS
A704
LIVING ROOM
A801
DOOR AND WINDOW SCHEDULE
E101
LOWER LEVEL ELECTRICAL
E201
MAIN LEVEL
ELECTRICAL
E202
UPPER LEVEL
ELECTRICAL
D201
FLOOR PLAN
— DEMO
D202
FLOOR PLAN
— DEMO
EX 200
EXISTING
BASEMENT LEVEL PLAN
EX 201
EXISTING —
MAIN LEVEL PLAN
EX 202
EXISTING —
UPPER LEVEL PLAN
EX 401
EXISTING —
SECTION E—W
EX 402
EXISTING
SECTION N S
M0.1
COVER SHEET
M0.2
EQUIPMENT SCHEDULE
M1.1
BASEMENT LAYOUT
M1.21
MAIN LEVEL SUPPLY
M2.0
MAIN LEVEL SYSTEM
M3.0
UPPER LEVEL SYSTEM
S0.001
GENERAL NOTES + TYP. DETAILS
S2.001
FOUNDATION PLAN
S2.002
MAIN LEVEL FRAMING
S2.003
UPPER FLOOR FRAMING
S2.004
ROOF FRAMING
S6.001
DETAILS
S6.002
DETAILS
COVER SHEET NOTES
FOR PLANNING APPROVAL EVERY PAGE OF
EVERY APPROVAL IS PRINTED ON SHEETS
7-002 & 7-003 'APPROVALS' AS REQUIRED
P11
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
n/a
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ROARING FORK VALLEY 970 945 2326
ANDY SILVERMAN 970 384 4627
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
(OVER SHEET
PROJECT # 1904
FILENAME: 1904
AOOO
S1
5
°
4
4
'
1
7
"
W
10
0
.
0
0
10
0
.
0
0
N1
5
°
4
4
'
1
7
"
E
S74° 15' 43"E 30.00'
N74° 15' 43"W 18.57'
S
3
5
°
5
5
'
0
7
"
E
2
5
7
.
6
4
'
N79° 13' 41"W
1834.77'
S1
5
°
4
4
'
1
7
"
W
2
5
.
4
2
S1
5
°
4
4
'
1
7
"
W
5
9
.
0
8
N74° 15' 43"W 14.43
S1
5
°
4
4
'
1
7
"
W
1
5
.
5
0
S74° 15' 43"E
3.00'
N79° 13' 41"W
1834.77'
11.2
9.
4
5.1
6.
0
11.6
32
.
1
1.1
18
.
5
8.6
2.
9
3.2
2.
015.0
42
.
4
0.57'
30.38'
20.92'
15.47'
21.01'
3-3.5"x7'
4-4.5"x9'
3-4.75"x9'
2-4.2"x8'
4-4"x8'
5.6"x11'2"x4'
2"x4'
2"x4'2"x4'
2"x4'
4"x8'
4.8"x10'
15.9"x30'
11.5"x22'
6"x12'7.1"x14'
9.9"x20'
2.5"x5'7.2"x14'
6-2"x24'
XGAS
XG
A
S
XGAS
XG
A
S
XGAS
XGA
S
XGAS
XG
A
S
XEL
XEL
XEL
XE
L
XEL
XEL
XEL
XEL
XTV
XT
V
XTV
XT
V XUT
XU
T
XUT
XU
T
TWO STORY
WOOD FRAME HOUSE
WITH BASEMENT
COVERED
ENTRY
COVERED
ENTRY
LOT A
LOT 1
0.069 Acres ±
3,000 SQFT ±
COVERED
PORCH
STEPS
STEPS
RETAINING WALL
W/ IRON FENCE
LOT M
LOT B LOT FLOT E
LOT O LOT PLOT K LOT L LOT N
MAIN STREET
BLOCK 59
(ASPHALT SURFACE)
ADJOINING
PROPERTY
WOOD
PRIVACY FENCE
GRAVEL
PARKING
CONCRETE SIDEWALK
CONCRETE CURB & GUTTER
CONCRETE WALK
CO
N
C
R
E
T
E
W
A
L
K
ALLEY
FOUND NO. 5
REBAR AND
PLASTIC CAP L.S.
#12707
FOUND NO. 5 REBAR &
PLASTIC CAP L.S. #12707
PROJECT BENCHMARK
GATE
SIGN
GPS - 6
CENTERLINE OF
S. GARMISCH ST.
& E. HOPKINS AVE
GPS - 7
CENTERLINE OF S. SIXTH ST.
& W. HOPKINS AVE
(T
I
E
)
(TIE)
FOUND NO. 5 REBAR
& PLASTIC CAP L.S.
#28643
FOUND NO. 5
REBAR
& PLASTIC CAP
L.S. #28643
100.00' ROW WIDTH
1S
T
S
T
R
E
E
T
75
.
4
5
R
O
W
W
I
D
T
H
UNLANDSCAPED
SURFACE
7894
78
9
4
7
8
9
5
78
9
4
78
9
4
78
9
5
7894
FOUND NO. 5 REBAR
& PLASTIC CAP L.S. #28643
BEARS S62°37'30"W, 0.22'7894
7
8
9
4
FOUND NO. 5 REBAR &
PLASTIC CAP L.S. 19598
FOUND NO. 5 REBAR &
PLASTIC CAP L.S. 19598
3' WITNESS CORNER
SET NO. 5 REBAR & PLASTIC CAP L.S. 28643
FOUND NO. 5 REBAR & PLASTIC CAP L.S. 19598
BEARS N55°27'29"W, 0.15'
FOUND NO. 5 REBAR & PLASTIC CAP L.S. 19598
BEARS N31°23'16"W, 0.43'
3' SIDEYARD
SETBACK, SEE NOTE NO. 12
10'
FRONTYARD
SETBACK
5' SIDEYARD SETBACK
5' REARYARD
SETBACK
3' SIDEYARD SETBACK
SEE NOTE NO. 12
5' REARYARD
SETBACK
IMPROVEMENT SURVEY PLAT OF:
SHEET 1 OF 1
125 W. MAIN STREET
LOTS C & D, CITY AND TOWNSITE OF ASPEN,
COUNTY OF PITKIN, STATE OF COLORADO
NOTES
1.DATE OF SURVEY: APRIL 16, 2013 AND JULY 31, 2019.
2.DATE OF PREPARATION: MAY, 2013 AND JULY - SEPTEMBER, 2019.
3.BASIS OF BEARING: A BEARING OF N 38°05'44" W ESTABLISHED BY GPS
OBSERVATIONS BETWEEN NGS MONUMENTS S-159 & Q-159 UTILIZING THE CITY
OF ASPEN CONTROL MONUMENTATION MAP, PREPARED BY MARCIN
ENGINEERING LLC, DATED DECEMBER 2, 2009, THIS ESTABLISHED A SITE BEARING
BASE OF S 74°15'43" E BETWEEN THE SOUTHWEST CORNER OF BLOCK 58,
MONUMENTED BY A FOUND #5 REBAR & PLASTIC CAP L.S. #25947 AND THE
SOUTHEAST CORNER OF BLOCK 58, MONUMENTED BY AN "X" IN CONCRETE. THE
ASPEN TOWNSITE BLOCK BEARINGS (S 75°09'11" E AND S 14°50'49" W) HAVE BEEN
ROTATED 0°53'28" CLOCKWISE, TO BE CONSISTENT WITH THE RECORDED PLAT.
4.BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E.
BUCHANAN, DATED DECEMBER 15, 1959; CITY OF ASPEN GPS CONTROL
MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING LLC, DATED
DECEMBER 2, 2009; THE IMPROVEMENT SURVEY PLAT PREPARED BY SOPRIS
ENGINEERING, WITH A DATE OF APRIL 16, 2013; THE HISTORIC LANDMARK LOT
SPLIT OF 125 W. MAIN STREET RECORDED DECEMBER 6, 2013 AS PLAT BOOK 105
AT PAGE 32, RECEPTION NO. 606319; VARIOUS DOCUMENTS OF RECORD, AND
THE FOUND MONUMENTS, AS SHOWN.
5.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING,
LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL
INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF
RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4, AND THE
TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES - ASPEN
DIVISION, FILE NUMBER 0706012-C, EFFECTIVE DATE OF JULY 16, 2019.
6.PITKIN COUNTY PARCEL NO. 273512455065.
7.ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 08097C0203C (JUNE
4, 1987) THE SUBJECT PROPERTY IS NOT WITHIN A FLOOD ZONE.
8.SAID DESCRIBED PROPERTY IS IN A SLOPE PERCENTAGE CATEGORY OF 0-20% (OR
LESS), ACCORDING TO THE PERCENT SLOPE MAP, PREPARED JULY 1, 2009 BY
ASPEN PITKIN GIS.
9.SAID DESCRIBED PROPERTY IS NOT WITHIN THE MUD FLOW ZONES, ACCORDING
TO THE 2014 CITY OF ASPEN URBAN RUNOFF MANAGEMENT PLAN (FIGURE 7.1a)
AND OUTSIDE THE POTENTIAL GEOLOGICAL HAZARD ZONES, ACCORDING TO THE
2001 CITY OF ASPEN MASTER DRAINAGE PLAN (FIGURE ES-5).
10.BASIS OF ELEVATION: THE CITY OF ASPEN CONTROL DATUM, WHICH IS BASED ON
AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION "S-159". THIS
ESTABLISHED A SITE BENCHMARK ELEVATION OF 7894.1' ON A FOUND NO. 5
REBAR WITH A 1.25" PLASTIC CAP (L.S. 12707) MONUMENTING THE NORTHWEST
CORNER OF THE SUBJECT PROPERTY, SHOWN HEREON.
11.CONTOUR INTERVAL: ONE (1) FOOT.
12.PER RESOLUTION NO. 23 OF 2013, RECORDED JULY 19, 2013 AS RECEPTION NO.
601520, THE EAST SIDEYARD SETBACK HAS BEEN REDUCED BY TWO FEET (2').
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
GRK 19179 9/30/2019 G:\2019\19179 125 W. MAIN ASPEN\SURVEY\Survey DWGs\Working Base Dwgs\19179 ISP 13047 UPDATE.dwg
VICINITY MAP
SCALE: 1" = 2000'
DECIDUOUS TREE (TRUNK DIAMETER" X DRIPLINE')
CONIFEROUS TREE (TRUNK DIAMETER" X DRIPLINE')
EDGE OF VEGETATION
LIGHT POLE
ELECTRIC TRANSFORMER
ELECTRIC PEDESTAL
TELEPHONE PEDESTAL
CATV PEDESTAL
EXISTING CONDITIONS LEGEND
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
SITE
IMPROVEMENT SURVEY PLAT
I, GEOFFREY R. KELLER, HEREBY CERTIFY TO RALLI DIMITRIUS, TRUSTEE F/B/O THE RALLI DIMITRIUS
TRUST, U/D DATED SEPTEMBER 17, 1992 AND THE TITLE COMPANY OF, THAT THIS IS
AN “IMPROVEMENT SURVEY PLAT” AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A
MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, WATER
COURSES, WATER FEATURES AND/OR BODIES OF WATER , ROADS, VISIBLE UTILITIES, FENCES, OR
WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH
PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL
EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR
APPARENT, OR OF RECORD AND UNDERGROUND UTILITIES DESCRIBED IN TITLE COMPANY OF THE
ROCKIES - ASPEN DIVISION'S TITLE INSURANCE FILE NO. 0706012-C, OR OTHER SOURCES AS
SPECIFIED ON THE IMPROVEMENT SURVEY PLAT.
________________________________
GEOFFREY R. KELLER L.S. #37997
PROPERTY DESCRIPTION
LOT 1, HISTORIC LANDMARK LOT SPLIT OF 125 W. MAIN STREET
RECORDED DECEMBER 6, 2013 AS PLAT BOOK 105 AT PAGE 32
RECEPTION NO. 606319
CITY OF ASPEN
COUNTY OF PITKIN
STATE OF COLORADO
GAS METER
PR:3.0
AREA:173.3 SF
gutter 1
PR:3.1
AREA:173.3 SF
gutter 2 PR:3.2
AREA:195.3 SF
PR:2.0
AREA:236.5 SF
PR:2.1
AREA:121.4 SF
PR:2.2
AREA:151.3 SF
gutter 3
PR:2.3
AREA:320.6 SF
PR:2.4
AREA:238.8 SF
PR:1.3
AREA:203.5 SF
PR:1.0
AREA:532.8 SF
PR:1.4
AREA:552.4 SF
PR:1.1
AREA:38.6 SF
PR:WW1
AREA:18.9 SF
PR:1.2
AREA:43.6 SF
DISCHARGE BASIN PR:2.4
DOWNSPOUT TO PAVERS
DISCHARGE BASIN PR:3.0
TO YARD
REPLACE CURB & GUTTER
IF DAMAGED DURING
CONSTRUCTION
El
e
v
a
t
i
o
n
Station
Pipe A PROFILE
7892
7893
7894
7895
-0+020+00 0+25 0+50 0+75 0+84
CONCRETE PAVERS MIN 3 1
8"
FOR VEHICULAR TRAFFIC
NO. 8, 89, OR 9 AGGREGATE
BETWEEN JOINTS
BEDDING COURSE
MIN 2" NO. 8 AGGREGATE
NO. 8 STONE
MIN 6" BELOW PIPE
10/18/2019 DATE OF PUBLICATION
C0.0
COVER SHEET
RA
L
L
I
D
I
M
I
T
R
I
U
S
TR
U
S
T
12
5
W
M
A
I
N
S
T
.
,
A
S
P
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N
11/15/2019 HPC
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, COLORADO 81656
(P): 970-429-8297
WOODYCREEKENGINEERING.COM
C200
GRADING &
DRAINAGE PLAN
0 5 10 20 40
Scale: 1" = 10'
N
EXISTING CONTOUR
PROPOSED CONTOUR7910
PROPERTY LINE
CONCRETE
LEGEND
BUILDING
ROOF OUTLINE
LOWER LEVEL OUTLINE
WALL
NOTES:
1. GUTTERS AND DOWNSPOUTS SHALL
BE UTILIZED FOR BASINS PR:3.0, PR:3.1
AND PR:2.2.
2. INTERNAL DRAIN SYSTEM FOR PR:2.4
SHALL DISCHARGE TO PAVERS.
3. BASIN PR:2.0 SHALL SHEET FLOW TO
FRONT YARD.
4. ALL OTHER BASINS SHALL SHEET
FLOW TO INLETS 1-5.
I
(�y
COATROOM
107
GAS
KITCHEN 1n
105
� I
I
00 00 00 00
LAUNDRY 1.5" MEXICAN BLACK BEACH
Fl 0-81 ROCK INFILL BETWEEN CONC.
PLANKS.
\ I
Ir I
SITE BUILT CONCRETE PAVING
STRIPS 12"x6"x8'OR16'. REF.
- CIVIL FOR DRAINAGE PROFILE.
I I
/ I
I
ALLEY
I
I
PATH LIGHT
FIXTURE 'K', TYR.
FOR THREE
I
L!tj Lf�l
I
I— — — — — — — —— — —— — — —�— — — — — — -I
(__B SITE IMPROVEMENTS — NEW PERVIOUS DRIVEWAY
l OV 1 /4" - 1 9 - 0"
8'-01,
180WA. go]
8'-01,
1x6 PAINTED WOOD BOARDS
2x2 PAINTED WOOD BOARDS
i
i
I
i
r�
I
I
I
ELEVATION 4x4 PAINTED WOOD POSTS
Qi
(-Di
PROPERTY LINE
PLAN �Ln
I i i i
I I I I
I I I I
I I I I
i
I I I I
I i i i
I I I I
B SITE IMPROVEMENTS —NLW FENCE ON EAST PROPERTY LINE
II I 10 1 /299 - 1 9-099 I I
I i i i
I i i i
PROPERTY LINE
RESTORE METAL' EXISTING BRICK .
FENCE AND RETAINING WALL'
ENTRY GATE.
PRUNE 50% OF/ % REMOVE OVER
4.8 x10
o OVERGROWN i ASPEN GROWN
1
LILAC BUSH MULTI
STEMED
o sal I • I
EXIS!ITNG MAPLE AND
j •;• LILAC SHRUBS
LILAC
LOW FENCE I ,
_.—�_._._._..._._._._ _.-._.-._.- .-.-.-.-:-._.-._.-.-.-.-..._.-. ._ 6-2"x24'
15.9"x30' � j I / � i
SPRUCE i P- I 42 MAPLE AND
i I i LILAC SHRUB
7.1 "x14'
j ASPEN FRONT YA; x12 i
I ,
ASPEN CLEAN DEADFALL,
PRUNE AND TIGHTEN
•
----------------------------- CANOPIES.
I
.. I I � i • I
• i
---� i WHERE CRABTREE
AND MOUNTAIN ASH
I � -
----- ---- -I BLOCK PROPERTY
CORNER, (AND NOT
I
ON SUBJECT
PROPERTY)
PROVIDE
1 i i
' PROTECTION DURING
CONSTRUCTION.
I I I
i I i
• i
PROPERTY LINE
I � I
ON eax80
WHERE SPRUCE --
I i i
OVERHANGS PROPOSED
ROOF PROVIDE 'J EGRESS WELL.
6' CLEARANCE. --
j
I I j I
35.5°% 78.75° i
PROVIDE MULCH
N AREAS TOO
�I
� I DARK FOR SOD.
I I I I
-� r --y CONCRETE PAD
I s --t -- UNDER
\00 I i J CONDENSERS
El
I i I
O
_- ON 60X80 INFILL MEXICAN
BEACH ROCK IN
� I
NARROW STRIP
I
I I I
• I I I I
' BUILDING
L�___�� i SETBACK
i 1 1 I I I ❑ i I
i
i
L_J I
i j i i I
I I
i i i I I I
i i I i
j I j I
i I FUTURE MOLLY
GIBSON
j I
! GAS i OUTDOOR POOL
j I AREA
I
j °°
j I
• i i I i
i j i o 1 i
i FENCE
I i i i I
LAVE 2'X1 19599
i I ii I
i PERVIOUS
I ii i
PAVING FOR
LANDSCAPE NOTES:
IL - ! THREE PARKING A. FRONT YARD: RESTORE
SPACES. LANDSCAPE, RE —SOD AND
E IRRIGATE. INSTALL DRIP
o ii IRRIGATION.
LOW FENCE B. BACK YARD: PARKING AREA
PARKING #2-8'X19' PARKING #3-8'X19' 42" PERVIOUS PAVERS, SITE BUILT
CONCRETE.
EXISTING FENCE
C. NEW FENCE ALONG EASTERN
NOT DRAWN (3) THREE SURFACE PARKING SPOTS PROPERTY LINE, SEE B/102.
PLANTING
STRIP. 2'X36'
i
i
i
A SITE PLAN
10 3/16" 1 ' 0"
21,p1
ALLEY
i
i
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
NA
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 9.21.19
CONSTRUCTION:
CHANGE ORDER
SITE PLAN
PROJECT # 1904
FILENAME: 1904
A 2
I
I i
I i
II 3 I
I
o o
o ACCESSIBLE WATER TAP
L
L4
-- -- --- --- ---
STREET
TACIN❑ EXEMPT
--`I
E3P❑RCH
/
AREA = 169,0 SF
—
D I M I T R I U S
I
ENT
°
a —
_
ALL
PAIOED
DE K
W eGLGHGHT
- --
RESIDENCE
o DDE
W
Sax I
B-D G5'LG HGHT
B R00 -4"CLG HGHT
I 20
125 WEST MAIN STREET
ALL❑WABLE SUBGRADE
r
°H -„-2'
T
ASPEN, CO 81611
N WA WNi SW1 RL OR" ECAESS
CALCULATI❑N71
N I
WDGFLD � I I
PARCEL ID # 273707392007
_
UNDERPIN STONE WALL
o
BASEMENT CEILING
° OR
M LEL N.
BAC LA AT LNNDOW OPENING
OPE —YES O J 6
C ITER D FRI BELV O d
HEIGHTS C❑NSTANT
SX< r'N12 .2.
O W N E R S
2
g
I
X/T(F) = C
-
—
NCH
7
203 2 L
_
—
J
RALLI DIMITRIUS TRUST
F= 1 J 0 9 6 5 9 G S F
530 SOUTH LAKE AVENUE #433
T = 1 2 6 5 0 4 S F
STAR
�' OGNT. GUARD 208
HAN°RAIL STAIR
o PEN RISER
— —
---�
PASADENA CA 91101
°
F SH LO
o - 3
X 3 0 7 2 4 G S F
TH �� OPEN FLOW W 0 TREAD
2D5 9TAR ❑PENING
HW L
95,14SF
4R;/I G ss7//
� II
307,24/1 265,04 =
2428% EXP❑SED
A NT
ALL+ ILIN
— J
PAI
W DWO WO FL R
GR❑SS AREA =
O
- �
CONSULTANT S
— — — o
O
2428% X 1 J096,59
2D
EAYE ORAC N RAM 103&56SF-95,14SF
00 LO
FS
REVEES B°°KPH UPPER LEVEL
266.25 SF FAR LOWER
FAR 943.42
LEVEL
( EXISTING 871.85 SF)
SIDE ❑PEN
DECK AREA
ARCHITECT
o
°
WILLIS PEMBER ARCHITECTS, INC
ADDI➢ON
ABOVE
—
— 37,10 SF
412 N. MILL ST.
L
ASPEN, CO
NEW KriINT
_
CONTACT: WILLIS PEMBER
p
LOWER MAIN FIN. FLOOR
_0EL. 97'-6"0
(V) 970 920 1727
J
GAS
N❑N—STREET FACING
0
STRUCTURAL ENGINEER
PORCH AREA = 3042 SF
°
EVOLVE ENGINEERING
_________2,._6„a._______________
s
1040 MAIN STREET
s
CARBONDALE, CO 81623
I
i
WNDW 0� 4'
12�
o
CONTACT: SARA MICKUS
(970) 618 7708
m
o
m
EXP❑SED
EXISTING MAIN LEVEL GR❑SS SF =
1,308,04 SF
WALL AREA
� I 245,59 SF
T❑TAL N❑N—EXEMPT P❑RCH AREA
3❑,42 SF
SURVEYOR
i
60,17 SF
SOPRIS ENGINEERING
—
PR❑P❑SED MAIN LEVEE GROSS SF =
1,324,73 SF
502 MAIN ST, STE A3
D'
TOTAL N❑N—EXEMPT PERCH AREA
= 3❑,42 SF
CARBONDALE, CO 81623
WNDW
CONTACT: MARK BECKLER
EXP❑SED
B UPPER LEVEL FL❑❑R AREA CALCULATI❑NS
A MAIN LEVEL
FL❑❑R AREA CALCULATI❑NS
(V) (970) 704-0311
WALL AREA
FAR 1/8" = 1'-0"
FAR 1/8" = 1'-0"
LANDSCAPE ARCHITECT
2 376�22 S�
79,49 SF
NORTH
NA
3/B'
—�------"-------CIVIL
ENGINEER
—
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
EXP ❑SED
WOODY CREEK, CO 81656
WALL AREA
CONTACT: JOSH RICE
3 131,14 SF 25,53 SF
970 309 7130
4 — —6='--- —
SOILS ENGINEER
i
TBD
i
m;
C X P ❑SED
MECHANICAL CONSULTANT
m'
WALL AREA
DESIGN -BUILD BY RUDD
462.10 S 144 7 S F ,
FLOOR AREA SUMMARY
GENERAL CONTRACTOR
- - - - °=°-- - - -
MAIN LEVEL AREA: 17324.73 1,308.04 EXIST
RUDD CONSTRUCTION
;
_+-
UPPER LEVEL AREA: 943.42 871.85 EXIST
132 PARK AVENUE
BASALT, CO 81621
EXPOSED
BASEMENT LEVEL: 266.25 (HABITABLE)
SCOTT DURYEA
WALL AREA
VO 970 618 7200NTACT:
5 125,02 SF 26,34 SF
TOTAL FAR 2,534.40 (2,179.89 EXIST)
134.40 SF BONUS REQUIRED
EGRESS
ISSUE:
0i
o
WNDW
EXP❑SED
S.D. 7.19.19
m
WALL AREA
6 164.77SF
HPC 1.15.20
PROGRESS:
— 5 8 0 5 SF
MAX ALLOWABLE FAR IS .8 TO 1 OR 2,400SF per R6.
PERMIT SUBMITTAL:
CONSTRUCTION:
I
i
-
MAX ALLOWABLE DECK AREA is 15% of MAX FAR or 360SF.
CHANGE ORDER
i
m
EXP❑SED
6 5 SS EXISTING)
REMAININGFAR = 12 1 F(220.11 F EXI TINmWALL
AREA
— 710.5 SF 2,85 SF
Mixed Use Zone District in Land Use Code section 26.710.180.D.11.c.i, Floor
FLOOR AREA
Area Ratio (FAR).
CAUS PROPOSED
—I I
Detached residential and duplex dwellings established prior to the adoption of
I
PROJECT # 1904
m
mi
EXPOSED
Ordinance No. 7, Series of 2005 receive 100% of the allowable floor area of an
FILENAME: 1904
WALL AREA
8
equivalent -sized lot located in the R-6 Zone District.)
14919 S�
— 40,34 SF
C SUB
GRADE CALCULATI❑N
FAR 1/8"
= 1'-0"
I
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0' 4' 12'
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BASEMENT C❑NSIDER UNINHABITABLE (per C❑A)
EAR = 0
N❑NSTREET F
P❑RCH AREA - 30
PR❑P❑SED MAIN LEVEL GR❑SS SE = 1,324,73 SE
STAIR ❑PENING 16,69SF = 1,308,04
T❑TAL N❑NEXEMPT P❑RCH AREA = 3❑,42
SUB GRADE CALCULATI❑N
1/8" = 1'-0"
I T
FACING EXEMPT
AREA = 169,0 SF
HISTORIC WALL TYPE
SF
SF ADDITION WALL TYPE
04' 12'
UPPER LEVEL FLEER AREA CAUCUUATI❑NS
1/8" = 1'-0"
FLOOR AREA SUMMARY
MAIN LEVEL AREA:
UPPER LEVEL AREA:
BASEMENT LEVEL:
TOTAL FAR
NORTH
1,308.04
871.85
0.00 (UNINHABITABLE)
2,179.89
STAIR
❑PENING
28,98SF SE
DJF1
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
GROSS AREA = CONSULTANTS
90479SF-2898SF=
UPPER LEVEL
875.81 SF)
0' 4'
MAIN LEVEL EL❑❑R AREA CALCULATI❑NS
1/8" = 1'-0"
ARPHIT11I
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
MAX ALLOWABLE FAR IS 1:1 OR 2,400SF per R6. HP(: I.I5.20
I� PROGRESS:
MAX ALLOWABLE DECK AREA is 15% of MAX FAR or 360SF. PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
REMAINING FAR = 220.11 SF
Mixed Use Zone District in Land Use Code section 26.710.180.D.11.c.i, Floor
Area Ratio (FAR).
Detached residential and duplex dwellings established prior to the adoption of
Ordinance No. 7, Series of 2005 receive 100% of the allowable floor area of an
equivalent -sized lot located in the R-6 Zone District.)
FLOOR AREA
(ALICS EXISTING
PROJECT # 1904
FILENAME: 1904
Al 04
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CEILING
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L------------ --"IF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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__HVAC
1 � I
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29. 19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
BASEMENT PLAN
1/499 = -099 _ _ _ _ _ BASEMENT LEVEL
------------------- 16-65/8°........................
-----------------1-21/8„
0' 4' 1 PROJECT # 1904
FILENAME: 1904
A.I B,1 c
A200
I
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MAIN LEVEL_ PLAN
1
A A40 B A
NEW STEEL
HANDRAIL
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----------- - - --
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------------------- ---- -
102 BEDROOM OFFICE
TV WALLJ MAIN LEVEL FIN. FLOOR 02 --fi-
EL. 100'-0"
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F.P. W/ 13'-81/4- 1
DECORATIVE---------------------------------1-- -
CLADDING GF A401
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_ WOOD FLR
I SLEEPER SOFA
ON 60X80
-------- -
---------
SEE-THROUGH GAS FIREPLACE DEMO
MASONRY
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C.H.= 9'-10° CHASE
DIN
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1—,k-------------- 52'TV
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KITCHEN
105
I I I 1
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F3
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1 WALL ---------12 -4 1/Z-------I-
- ----
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LOWER MAIN FIN. FLOOR
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3'-6" STEAM SHOWER
---------
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110 1
HOOKS
C. _ '-g„
1 10
CLOSET
GAS �
-�, �
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----
BENCH
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------
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--- C.H. 6'-9
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WS 1 1
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NEW STEEL 4'-101/2"-* 1 1 5'-0" ELECT
COLUMN-------------1141------------
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104 11 I
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CONDENSER
UNITS
I 1
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AND LANDING
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- REVISED LOCATION A401
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7 CONTAINERS 1
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-----------------*--
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1 2
:A,
, A40 A40
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
GROUND FLOOR PLAN
PROJECT # 1904
FILENAME: 1904
A201
PARTIAL SECTION AT BATH
1 /499 ^ 9 — 0"
1 Y40
iiil;4
A 440 B C
-�`-----------------14-8 5/8'-------------------- 14� 0 - --
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04
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ROOFS AT UPPER
LEVEL.
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ACCENT
WALL+CEILING
PAINTED
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200
1 I I
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WOOD FLOOR
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PAINTED
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A 10 B. C
UPPER LEVEL PLAN
1 /4" 1 9 — 0"
0' 4'
12'
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
D.D 10.23.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
UPPER FLOOR PLAN
PROJECT # 1904
FILENAME: 1904
A202
3
A401
2
A401
i
A 10 B,1
ol1
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
� 1
A401
3
A401
2
A401
ail
B
UPPER LEVEL PLAN
0' 4' 12'
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
ROOF PLAN
PROJECT # 1904
FILENAME: 1904
A203
5 4 3 2 1
------------15' 44"----------------------- - - - - IC 999--------------t'-----18' 6"----------------,�
UPPI
MAIN
I i i i i I i I I
F r r
I I I I I I I I I I I I I
7--------------- L-L,
,` BASEMENT LEVEL FIN FLR L--J L -i �-
EL. 90 3 3/4
1 EAST ELEVATION PROPOSED
A30 1 /4" - 1'-0"
AMAIN
EL,
l i i i i i i
I I I I I I I
I I I I I I I
I I I I I I I
r LJ -1
BASEMENT LEVEL SLAB IL -
------------------------------------------------------------
I I I I I
EAST ELEVATION EXISTING I_
A30 1 /4" - 1'-0"
% I
I M I T R I U S
RESIDENCE
D
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
ELEVATIONS
PROJECT # 1904
FILENAME: 1904
A301
UPPER LEVEL FLOOR
EL, 110'-8"
MAIN LEVEL FLOOR
EL. 100'-0"
BASEMENT LEVEL FIN FLR
EL. 90'-3 3/4"
UPPER LEVEL FLOOR
EL, 110 8
MAIN LEVEL FLOOR
EL. 100 0
BASEMENT LEVEL SLAB
EL, 93'-4 1 2
A B B,1 C
9 1 9
9y ,1 - 2,g,
.�-----------14'85"------------------12'10�---------,
+-�'
i I�LVV VVII�UUVV COLUMN
I r r r - I
I I I I I I
I I I I I I
L--J
I I
L J
SOUTH ELEVATION - PROPOSED
1 /4" ^ 9 - 0"
1
402
12
12
I i
I I
I I
I I
I I
I I
I I
I I -
I I
I
L---J
SOUTH ELEVATION EXISTING
I I
I I
I I
I I
I I
I I
I I
I I
I
I I
I I
I IJ--J
PROPERTY LINE /
C B A
.'----------- 14'-O8"----------- 14'-8g'y___________,•
2 1
402 A40
12
12
111/ al
;ISTING SHINGLES
UPPER LEVEL FLO
EL. 110'-8"
MAIN LEVEL FLOOR
EL. 100'-0'
UHMU NUN -HIS I UHIU
HANDRAIL/GUARDRAIL.
I
I I I I
I I I I
I I I I I
I I I I
L__J I I L---jiI
L JI BASEMENT LEVEL FIN ELR
EL. 90'-3 3/4"
3 NORTH ELEVATION - PROPOSED
30 1 /4" - 1 >-0„
1
A40
m
I I i
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I -- r � I
I I I I
I I I I
NORTH ELEVATION - EXISTING
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCNITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
)RMER WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
UPPER LEVEL FL00�L
EL. 110 8
MAIN LEVEL FLOOR
EL. 100 0
BASEMENT LEVEL SLA
EL. 93 —4 1 2
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
EXISTING +PROPOSED
ELEVATIONS
PROJECT # 1904
FILENAME: 1904
1 /4" ^ 9 - 0"
1 /4" ^ 9-099
A302
CLAPBOARD &DIN
PROPERTY LINE
OLD GATE, FENCE
0/ RETAINING WALL.
EW WOOD FENCE
Qo
; I i
i I
N
[I]I:1RCi17:1all 1L`1117111
PROPERTY LINE
OLD GATE, FENCE
0/ RETAINING WALL.
I I
p Q
9 791 �� 9 1 19 • ,
6 _11— — 1g) 91 —6-—————————— — — — — —, 169 99 _--------------+------------15 —4 _ __________ t
i1 2
A401 SHINGLES A401
I I
-5 1 /T�
---5=51/2----
-- - - - - - - - - - - - - - - - - t -t - - - - - - - -
BB
I
SLIDER
I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I
I I I I I I
I I I I I I
I I
J
1 WEST ELEVATION PROPOSED
30 1 /4" — V-099
1 (A4401 SHINGLES 01
I
I I
NON —HISTORIC
CASEMENT
I
i
I I
ILjI I
I I I I I
I I I I I I
I I I I I I
I I
I I I I I
I I I I I I
I I I I I I
I I I I
I I I I I I
I I I I I I
r r -
I I I I I I
I I I I I I
I I I I I I
L WEST ELEVATION — EXISTING L__J
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
UPPER LEVEL FLOOR
EL, 110 8'
NEW
WINDOW
I PROPERTY LINE
CONSULTANTS
i
i
NEW FENCE Q ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
% I z
% MAIN LEVEL
� CONTACT: WILLIS PEMBER
EL. 100'-0" (V) 970 9201727
GD �o
MAIN LVL REAR FLR oL STRUCTURAL ENGINEER
EL. 97.5'—Ong EVOLVE ENGINEERING
` 1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
L (970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
BASEMENT LEVEL FIN FLR h EL. 90'-3 3/4" 502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
XHAUST PIPE
UPPER LEVEL FLOOR
EL. 110'-8"
MAIN LEVEL FLOOR
EL. 100'-0"
MAIN LVL REAR ELR h
EL. 97.5'-0"�
BASEMENT LEVEL
EL. 93'4 1 /2"
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS: 11.2.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
ELEVATIONS
PROJECT # 1904
FILENAME: 1904
1 /499 — V-099
A303
GR�
GRADE
I I
A B C
14'-8 5/8" 14'-0 3/8"
A40 1 /4" 1 ' 0" (EGRESS WINDOW ONLY)
12
� 3 � E=A�) 1 VVE=) 1 �)E U I IUIN I HHUUUH �) I Al
PER LEVEL FIN. FLR
110'-8"
PER LEVEL BATH
108'-8 5/8"
I I
I I
I o I
I I
i I
IN LEVEL FIN, FLOOR
100'-0"
i
I
i
� I
I
I
ORMER
ASEMENT LEVEL SLAB
93"-4 1 /2" j
�i
0
\SEMENT LEVEL FIN FLOOR
90'-3-3/4"'
Moaea■iLiamaln■a■
I
PPER LEVEL BATH
108'-8 5/8"
I i
I I
I I
I o I
AIN LEVEL FIN. FLOOR
100'-0"
I
I
I
i
i
i
-ORMER
BASEMENT LEVEL SLAB
-L. 93"-4 1 /2"
of i
ASEMENT LEVEL FIN FLOOR
L. 9 0 3 3 4"'
(: - A B B�1 C
_____.LL 1 2 14'-8 5/8" 14'-0 3/8"
__ .._._._....._._._._._._._ _ - - - - - - - - —
7-7
.
EAST WEST SECTION
1 /499 ^ 9 0"
PER LEVEL FIN. FLR.
110'-8"
i
PER LEVEL BATH FIN.! FLR.
108'-8 5/8"
I i
I I
I I
I I
I � I
I b I
I I
I I
I I
IN LEVEL FIN. FLR,
STAIR
)RIVER
ASEMENT LEVEL SLAB
93"-4 1 /2"
\SEMENT LEVEL FIN. FLR
90'-3 3/4"'
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
j� EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
� I
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
I
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.29.19
D.D. 10.23.19
HPC: 1.15.20
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
EAST -WEST SEICTIONS
full BASEMENT
PROJECT # 1904
FILENAME: 1904
A40 1
1 /4" ^ 9-0"
5'-5 1/2' 1
-- - -- - --
I
i
of
vl
i
i
i
5'-8" 1
- ---------- I-
E3C � I
�i
BASEMENT
GENERAL NOTES: DOOR SCHEDULE
1. REFER TO ENERGY CALCS TO VERIFY 'U' AND 'SHGC' NUMBERS
2. CONTRACTOR TO VERIFY IN FIELD ALL MEASUREMENTS
PRIOR TO ORDERING,
3. ALL EXTERIOR DOORS UNLESS OTHERWISE NOTED TO BE 'LOEWEN'
BRAND IN BLACK CLAD WITH U-VALUE OF .28
4. TEMPERED GLASS WHERE REQUIRED BY CODE.
5. SWING DOOR 'U' VALUE IS .28.
6. ALL GLASS STOP TO BE SQUARE EDGED - ALL UNITS.
7. TEMPERED GLASS WHERE REQUIRED BY CODE.
1/2'
-------- T
ti
GENERAL NOTES: WINDOW SCHEDULE
1. REFER TO ENERGY CALCS TO VERIFY 'U' AND 'SHGC' NUMBERS
2. CONTRACTOR TO VERIFY IN FIELD ALL MEASUREMENTS
PRIOR TO ORDERING.
3. ALL NEW WINDOWS UNLESS OTHERWISE NOTED TO BE 'LOEWEN' BRAND, BLACK CLAD EXT, WITH THE
FOLLOWING U-VALUES:
U-VALUE DOUBLE GLAZED Low-E, 189
FIXED WINDOWS = .28
SLIDER WINDOWS .28
DOUBLE HUNG WINDOWS .28
4. SKYLIGHT; SB IS TO BE VELUX' WITH BLACK FRAME TO COMPLY WITH HPC APPROVAL. U VALUE=.55
OR BETTER.
5. TEMPERED GLASS WHERE REQUIRED BY CODE
6. ALL GLASS STOP TO BE SQUARE EDGED - ALL UNITS.
GENERAL NOTES: HISTORIC WINDOWS AND DOORS
1. REPAIR FRAMES AND SASHES RATHER THAN REPLACE
2. PRESERVE ORIGINAL GLASS, WHEN FEASIBLE
3. REPLACE GLAZING COMPOUND, REPAIR WOOD MEMBERS, INSTALL WEATHER-STRIPPING
4. AVOID REPLACEMENT OF HISTORIC WINDOWS.
1. Prescriptive Alternative: Use the values out of Table R402.1.2 for insulation and fenestration (printed
below). Your details, sections, and/or schedules must be noted with these R and U values.
2015 IECC Table R402.1.2 (as amended by City of Asgen Ordinance 40.2016)
WOOD
CRAWL
FRAME
MASS
BASEMENT
SLAB
SPACE
CLIMATE
FENESTRATION
SKYLIGHT
CEILING
WALL
WALL
FLOOR
WALL
R-VALUE
WALL
ZONE
U-FACTOR
U-FACTOR
R-VALUE
R-VALUE
R-VALUE
R-VALUE
R-VALUE
& DEPTH
R-VALUE
7
0.28
0.55
49
20 +5 or
19/21'
389
15/191
10,4 ftd
15/19`
1
1 13+10'
1
1
1
I
Table Footnotes:
c. "15/19" means R-15 continuous insulated sheathing on the interior or exterior of the home or R-19 cavity insulation at the
interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement
wall plus R-5 continuous insulated sheathing on the interior or exterior of the home. "10/13" means R-10 continuous insulated
sheathing on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall.
d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the footing or 2
feet, whichever is less in Zones 1 through 3 for heated slabs.
g. Or insulation sufficient to fill the framing cavity, R-19 minimum.
h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation plus R-5
continuous insulation.
I. The second R-value applies when more than half the insulation is on the interior of the mass wall.
2'-10 7/8"
� 102
FIXED
DOOR SCHEDULE
DR.
#
ROOM #
-
TYPE
SIZE (NOMINAL)
DETAILS
REMARKS
W x H
THK.
HEAD
SILL
JAMB
001
002
SWING
3'-0" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
ALL OPTIONS
002
002
SWING
3'-2" X 6'-2"
1 3/4'
-
HALF BASEMENT OPTION ONLY
003
003
SWING
3'-0" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
FULL BASEMENT OPTION ONLY
004
001
SWING
2'-2" X 7'-0"
1 /2"
11 /A602
l l /A602
FULL BASEMENT OPTION ONLY GLASS SHOWER
005
002
POCKET
3'-0" X 7'-0"
1 3/4'
11 /A602
l l /A602
FULL BASEMENT OPTION ONLY
006
003
SWING
2'-10" X 7'-0"
1 3/4'
101
100
SWING
3'-0"" X 7'-8"
1 3/4'-
-
-
HISTORIC FRONT DOOR
102
101
SWING
2'-8" X 7'-0"
1 3/4'
11 /A602
l l /A602
METAL GLASS FRENCH DOOR SYSTEM AND SIDELIGHT
103
104
POCKET
2'-8" X 7'-0"
1 /2"
11 /A602
l l /A602
METAL GLASS POCKET DOOR SIM TO 102
104
104
FIXED
2'-10" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
EXTERIOR GLASS DOOR REPLACEMENT, FIXED
105
111
SWING
2'-10" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
-
106
111
SWING
2'-3" X 7'-0"
1 /2"
11 /A602
-
l l /A602
FRAMELESS GLASS SHOWER
107
106
SWING
2'-8" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
-
108
107
SWING
2'-10" X 7'-0"
1 3/4'
11 /A602
l l /A602
-
109
107
SWING
2'-4" X 7'-0"
1 /2"
11 /A602
l l /A602
FRAMELESS GLASS SHOWER
110
110
SWING
2'-10" X 7'-0"
1 3/4'
11 /A602
l l /A602
HISTORIC BACK DOOR
ill
108
POCKET
2'-10" X 7'-0"
1 3/4'
11 /A602
l l /A602
201
200
SWING
2'-6" X 7'-0"
1 3/4'
-
-
-
-
202
200
SWING
2'-8" X 7'-0"
1 3/4'
-
203
201
SWING
2'-3" X 7'-0"
1 /2"
3/A607
3/A607
-
FRAMELESS GLASS SHOWER
204
202
ACCESS PANEL
2'-4" X 4'-0"
1 1 /2"
-
3/A603
-
ACCESS PANEL REMOVEABLE
205
205
SWING
2'-4" X 7'-0"
1 /2"
-
3/A603
-
FRAMELESS GLASS SHOWER
206
205
POCKET
2'-0" X 2'-6"
1 3/4'
11 /A602
-
l l /A602
PASS THRU WINDOW / DOOR (1-HOUR RATED)
207
206
SWING
2'-8" X 7'-0"
1 3/4'
-
-
-
-
208
207
ACCESS PANEL
2'-4" X 4'-0"
1 1 /2"
ACCESS PANEL REMOVEABLE
209
206
FRENCH SWING
2'-6" X 7'-0"
1 3/4'
11 /A602
-
l l /A602
-
210
206
FRENCH SWING
3'-0" X 6'-6"
1 3/4'
11 /A602
-
l l /A602
-
I
0I
M
i
-11
GROUND FLOOR
2'=1 3 / 8'
T-
i
I
GC
� i
(U
I
4'-5"
a I
N
VELUX
MI
UPPER LEVEL
911
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
GH GG PASADENA, CA 91101
WINDOW SCHEDULE - NEW
WDW.
#
FRAME SIZE
DETAILS
OPERATION
REMARKS
WxH
HEAD
SILL
JAMB
JAMB
BA
5'6" x 5'3"
VIF
8/A602
4/A602
8/A602
SLIDER
EGRESS NOTE #A
BB
5' 5" x V 9"
VIF
8/A602
8/A602
8/A602
SLIDER
NOTE #A
BC
5' 8" x V 9"
VIF
8/A607
8/A603
8/A602
SLIDER
NOTE #A
GA
2'3" x 5'4"
VIF
8/A607
8/A603
8/A602
DOUBLE HUNG
NOTE #A SITE MULLED UNITS
GB
1'7 1 /2" x 3'8"
VIF
8/A607
8/A603
8/A603
DOUBLE HUNG
NOTE #A
GC
2' l" x 7' 2"
VIF
8/A607
8/A603
8/A603
DOUBLE HUNG
NOTE #A
GD
2'1" x 7'2"
VIF
8/A604
8/A604
8/A604
DOUBLE HUNG
NOTE #A
GE
2'7" x 583/8"
VIF
DOUBLE HUNG
NOTE #A
GF
2'7" x 583/8"
VIF
DOUBLE HUNG
NOTE #A
GH
V 8" x 4' 0"
VIF
FIXED
FROSTED THERMAL PANEL ON INSIDE
OF HISTORIC ETCHED GLASS
GG
V 8" x 4' 0"
VIF
FIXED
FROSTED THERMAL PANEL ON INSIDE
OF HISTORIC ETCHED GLASS
UA
2'0" x 3'3"
VIF
EXISTING
EXISTING
EXISTING
EXISTING
DOUBLE HUNG
NOTE #A
UB
3'2" x 4'5"
VIF
8/A607
8/A607
2/A607
FIXED
VELUX SKYLIGHT - NOTE #D
REMARKS NOTES:
#A ALL NEW WINDOWS LOEWEN WITH U OF .28 OR BETTER.
#B DETAILS PROVIDED BY MANUFACTURER
#C ALL EXISTING WINDOWS MUST BE RE -USED, REFURBISHED AND OPERABLE (IF ORIGINALLY OPERABLE)
#D SKYLIGHT U FACTOR .55 OR BETTER.
#E
C O N S U L T A N T S
ARif_HITGPT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
n/a
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ROARING FORK VALLEY 970 945 2326
ANDY SILVERMAN 970 384 4627
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
H PC:
PROGRESS: 11.08.19
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
WINDOW . DOOR
SCHEDULE
PROJECT # 1904
FILENAME: 1904
A801
N❑TES:
1, XXXXXXX
1. CARBON MONOXIDE AND SMOKE DETECTORS AS RE'QD BY CODE.
2. LOCATE AND VERIFY SELECTED USB—C OUTLETS WITH OWNER PRIOR TO INSTALLATION.
J. COORDINATE WORK WITH OWNER'S AV CONTRACTOR
ELECTRICAL_ SYMBOL KEY
EXHAUST TAN
—0
WALL MOUNTED LIGHT FIXTURE
STANDARD SWITCH
SWITCHED OUTLET
(3
DATA PERT OUTLET
THERMOSTAT
(4)
PENDANT LIGHT FIXTURE
DIMMER SWITCH
FL❑❑R OUTLET
INCLUDES
DATA/INTERNET
AUDI❑
—0
GAS C❑NNECTI❑N
CEILING MTD LIGHT FIXTURE
—64
3 WAY SWITCH
®
SPECIAL PURPOSE OUTLET
CATV
V❑ICE/PH❑NE
�
STANDARD DUPLEX OUTLET
"STEP' LIGHT FIXTURE
PHOTO CELL SWITCH
WATERPR❑❑F ❑UTLETwP
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CARBON M❑N❑HIDE DET,
STANDARD F❑UUPLEX ❑UTLET
TRACK FIXTURE
TIMER SWITCH
f
PH❑NE OR DATA JACK
\
G F,I, ❑UTLET
0
FLUOR,INT, LIGHT FIXTURE
WATER PROOF SWITCH
CATV JACK
IN—GR❑UND LIGHT
\
SM❑KE ALARM
JAMB SWITCH
RECESSED 6" LINE VOLTAGE
o
LANDSCAPE PATH LIGHT
RECESSED CURTAIN TRACK
RECESSED CEILING SPEAKER
;,
RECESSED SURFACE SPEAKER
V❑LUME SWITCH
0
RECESSED 4" L❑W VOLTAGE
(,Q
SPEAKER
dweLED
Farmhouse
Outdoor Wall Sconce 3000K
Model&Size Color Temp&CRI
Finish Won LED Lumens
WS-W68913 13"
3000K 90
0GH Graphite I12W 1900
w5-wea913 3000a 90
Example: WS.W68913-BK
DESCRIPTION
A romantic, rain -against
Illuminated.
FEATURES
-the -window appearance that sparkles when
• Driver concealed within the Fixture
5 year warranty
SPECIFICATIONS
Color Temp:
3000K
Input:
12o-277 VAC, 50/60Hz
CRI:
90
Dimming:
ELV:100-10%, 0-10V: 100 - 10%, TRIAC: 100 -
109h
Rated Life:
64000 Hours
Standards:
ETL, cETL,IP65
Wet Location Listed
Construction:
Aluminum body with seeded hammered glass
REPLACEMENT PARTS
RPL-GLA-68913 - Glass for WS-W68913
Fixture Type:
WALL SCONCE
Catalog Number:
WS-W689I3-Ex
Project:
125 WEST MAIN
Location:
ASPEN, CO
Delivered Lumens
Title 24
205
No
20
No
FINISHES
No1111
LINE DRAWING
�73/8n
13"1
— 6"--� F-35/8!-
WS-W68913
waclighting.com I Phone (800) 526.2588 I Fax (800) 526.2585 1 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NV 11050
'NAG llghUng remins the right to modify the design ofourproductso[ any dme aspart ofthe romporry'swndnuouslmpmvementprogmm. 11111ry2020
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comes in 2standard finish options.
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RECESSED PORCH LIGHTS
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FIXTURE 9K'+'KK'
3 5 "
ELECTRICAL SCHEDULE DATE: 11.15 2019 PROJECT # 1904 — 125 W MAIN ST
MARK
TYPE
MANUFACTURER
4
LAMP
FINISH/TRIM
BEAM SPREAD
REMARKS
A
SURFACE LINEAR LED D❑WN—LIGHT
PINNACLE
EX33 W/LENS
3000K
WHITE
NA
INDIVIDUAL 2' FIXT'S I M❑UNT T❑ BOX
DIMMEABLE
AA
IBIS HEAD LED — CLG M❑N❑P❑INT
TECH LIGHTING
MP—IBIS—WW
LED/3000K
WHITE
W W
USE W/FLUSH 4'SQ, FREEJACK
LED (WHITE) DIMMEABLE
AAA
3"x3" RECESSED DOWN LIGHT
LIGHT❑LIFR
L3 ACCENT SQ
300/3500K
WH
'W' FLOOD
IC H❑USING NOT NEEDED
B
WALL MOUNT — SWITCH AT FIXT,
ARTEMIDE
JET/WALL
LED 1W
3000K
ALUMINUM
—
DEC❑RATIVE READING LIGHT
C
2'x4' SURFACE MOUNTED FLUOR,
TBD
--
CFL
—
—
D
BATH FANS
PANAS❑NIC
FV-0511VK2
WHISPER GREEN SELECT
WHITE
80CFM FULL BATHS, 50CFM POWDER
E
DEC❑RATIVE PENDANT
TBD
---
LED
BLACK
ALL❑WANCE $600/EA
F
VANITY MIRK❑R LIGHTS
CASABATH
--
--
—
— PR❑VIDE POWER TO EACH BATH MIRR❑R
G
LINEAR ROPE LIGHTS
HM LIGHTING
❑R EQUAL
LTR 300 LED RIBB❑N
S❑-WW3500K 12V DC
DIMMEABLE
H
EXTERI❑R WALL SCONCE
ALL❑WANCE $400/EA
J
DEC❑RATIVE PENDANT— DINING R❑❑M
TBD
MULTI STEMMED
ALL❑WANCE $10,000
K+KK
EXTERI❑R PATH LIGHTS
ARTEMIDE
CICL❑PE FLOOR 6W LED
DIRK GRAY
X INDICATES HIGH EFFICACY LAMPING T❑ MEET CODE
++ INDICATES DEC❑RATIVE LIGHTING FIXTURE — REF ALLOWANCE #1
WHOLE HOUSE SOUND, DATA, CATV, TV AND SECURITY BY ❑WNER'S CONSULTANT
N❑TE: ALL EXTERI❑R FIXTURES TO REMAIN AS THEY ARE — NO CHANGE
MAIN LEVEE ELECTRICAL PLAN
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
ANDY SILVERMAN
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 8.28.19
D.D. 10.23.19
H PC:
PROGRESS:
PERMIT SUBMITTAL:
CONSTRUCTION:
CHANGE ORDER
LOWER FLOOR
ELE(PLAN
PROJECT # 1904
FILENAME: 1904
E201
1 /499 1 9 — 099
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A401
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BASEMENT PLAN
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RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
°
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
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CONTACT: WILLIS PEMBER
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STRUCTURAL ENGINEER
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EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
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SURVEYOR
i
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
i
NA
00
CIVIL ENGINEER
- I
WOODY CREEK ENGINEERING, LLC
5599
8
P.O. BOX 575
WOODY CREEK, CO 81656
2
CONTACT: JOSH RICE
A401
970 309 7130
SOILS ENGINEER
i
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
0' 4'
i
i
S.O.G ABOVE
-----------------
9 J
12'
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
BASEMENT LEVEL
PROJECT # 1904
FILENAME: 1904
1 /499 1 9-o99
EX200
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1 2 5 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
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RALLI DIMITRIUS TRUST
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530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
7
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C.H.= 9'-10"
1
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A401
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
WOOD -BURNING
412 N. MILL ST.
�
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FIREPLACE
CO
®ASPEN,
,'---------13'-3----------,'
4
CONTACT: WILLIS PEMBER
.�
(V) 970 920 1727
C.H.= 9'-10"
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STRUCTURAL ENGINEER
CDEVOLVE
ENGINEERING
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1040 MAIN STREET
_ _._--- ----
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CONTACT: SARA MICKUS
84" DINING
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(970) 618 7708
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PORCH
502 MAIN ST, STE A3
❑
CARBONDALE, CO 81623
----------
CONTACT: MARK BECKLER
`---
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------- - - - - -- -
(V) (970) 704-0311
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C.H.= 9'10"
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LANDSCAPE ARCHITECT
NA
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KITCHEN
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CIVIL ENGINEER
2
2
WOODY CREEK ENGINEERING, LLC
A401
BEDROOM
1 „
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P.O. BOX 575
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WOODY CREEK, CO81656
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ISSUE:
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;
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S.D. 7.19.19
HPC:
_________________
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PROGRESS:
PERMIT SUBMITTAL: 9.21.19
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CONSTRUCTION:
CHANGE ORDER
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GROUND FLOOR PLAN
A MAIN
LEVEL PLAN
A20 1 /4"
— 1'-099
HISTORIC WALL TYPE
ADDITION WALL TYPE
PROJECT # 1904
1
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A401
2
A401
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY CLIMATE CONTROL
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 9.21.19
CONSTRUCTION:
CHANGE ORDER
UPPER FLOOR PLAN
PROJECT # 1904
FILENAME: 1904
EX202
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all
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 9.21.19
CONSTRUCTION:
CHANGE ORDER
AS-BUNT
EAST -WEST SECTIONS
PROJECT # 1904
FILENAME: 1904
EX401
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NORTH SOUTH SECTION
1 /499 - ^ 9-099
NORTH -SOUTH SECTION
D I M I T R I U S
RESIDENCE
125 WEST MAIN STREET
ASPEN, CO 81611
PARCEL ID # 273707392007
OWNERS
RALLI DIMITRIUS TRUST
530 SOUTH LAKE AVENUE #433
PASADENA, CA 91101
CONSULTANTS
ARCHITECT
WILLIS PEMBER ARCHITECTS, INC
412 N. MILL ST.
ASPEN, CO
CONTACT: WILLIS PEMBER
(V) 970 920 1727
STRUCTURAL ENGINEER
EVOLVE ENGINEERING
1040 MAIN STREET
CARBONDALE, CO 81623
CONTACT: SARA MICKUS
(970) 618 7708
SURVEYOR
SOPRIS ENGINEERING
502 MAIN ST, STE A3
CARBONDALE, CO 81623
CONTACT: MARK BECKLER
(V) (970) 704-0311
LANDSCAPE ARCHITECT
NA
CIVIL ENGINEER
WOODY CREEK ENGINEERING, LLC
P.O. BOX 575
WOODY CREEK, CO 81656
CONTACT: JOSH RICE
970 309 7130
SOILS ENGINEER
TBD
MECHANICAL CONSULTANT
DESIGN -BUILD BY RUDD
GENERAL CONTRACTOR
RUDD CONSTRUCTION
132 PARK AVENUE
BASALT, CO 81621
CONTACT: SCOTT DURYEA
(V) 970 618 7200
ISSUE:
S.D. 7.19.19
H PC:
PROGRESS:
PERMIT SUBMITTAL: 11.21.19
CONSTRUCTION:
CHANGE ORDER
NORTH SOUTH
SEICTIONS-EXISTING
PROJECT # 1904
FILENAME: 1904
1 /499 - ^ 9-099
EX402
STRUCTURAL GENERAL NOTES
GENERAL
1.All construction shall conform to the 2015 editions of the International Residential Code (IRC) & International Building Code (IBC),
and the City of Aspen amendments.
2.Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings.
3.The Contractor shall verify all dimensions and conditions at the job site, and shall report any discrepancies to the Architect and
Structural Engineer of Record (S.E.O.R.) before proceeding with work.
4.Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings. Dimensions
shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural
drawings. In the event of conflict, dimensions shown on the Architectural drawings shall govern. Notify the S.E.O.R. of any
discrepancies prior to constructing the impacted portions of the work. Scaled dimensions shall not be used.
5.No structural members shall be cut, notched or otherwise penetrated unless specifically approved by the S.E.O.R. in advance or
as shown on these drawings.
6.Provide openings, curbs, framing, supports and attachments for items as indicated on Architectural, Mechanical, Electrical or other
drawings included in the Construction Documents.
7.Where these General Notes and typical details are in conflict with the Specifications, these Notes and Details shall govern.
MANUFACTURED WOOD PRODUCTS
1.Manufactured wood I-joists shall be installed in accordance with the manufacturer's recommended details for blocking, bracing,
bearing and connections. See plan for size, depth and product designations. Any alternate products shall be submitted to the
engineer for written approval prior to construction.
2.Laminated Veneer Lumber (LVL) beam & column plies shall be 1 3/4" in width with number of plies and depths as noted on plan.
LVL shall have the following minimum working stresses: Fc pll=2,510 psi, Fb=2,600 psi, Fv=285 psi, E=2,000,000 psi.
3.Laminated Strand Lumber (LSL), beams (1 3/4" min) and rimboard (1 1/4" min) shall be as noted on plan, with the following
minimum working stresses: Fc pll=1,400 psi, Fb=1,700 psi, Fv=400 psi, E=1,300,000 psi.
4.Versa-Stud (1 1/2" min) shall be noted on plan, with the following minimum working stresses: Fc pll=3,000 psi, Fb=2,400 psi,
E=1,700,000 psi.
5.Parallel Strand Lumber (PSL) beams shall be as noted on plan with the following minimum working stresses: Fb=2,900 psi,
Fv=290 psi, E=2,000,000 psi.
6.Parallel Strand Lumber (PSL) columns shall be as noted on plan with the following minimum working stresses: Fc pll=2,500 psi,
Fb=2,400 psi, Fv=190 psi, E=1,800,000 psi.
7.Glulam (GL) beams shall be as noted on plan with the following minimum working stresses: 24F-V4, Fb(tension zone)=2,400 psi,
Fv=265 psi, E=1,800,000 psi. All mult-span beams, including cantilever conditions, shall be 24F-V8 unless noted otherwise in the
drawings.
8.Manufactured wood products as noted above shall be installed per manufacturer's specifications.
9.Manufactured wood products in contact with concrete or masonry foundation or exposed to exterior conditions shall be treated per
manufacturer's specifications.
10.Wood manufactured products other than those noted, which have ICC-ES approval, may be used with approval by the engineer of
record. Substitutions made by the Owner or Contractor shall include all connection hardware as required for sizes used, and shall
have equivalent load ratings as those called for on the Drawings.
STRUCTURAL ERECTION AND BRACING REQUIREMENTS
1.The Structural Drawings illustrate the completed structure with all elements in their final positions, properly supported and braced.
2.The Contractor, in the proper sequence, shall provide shoring and bracing as required during construction to achieve the final
completed structure. Design, sequencing, location, placement, etc. of bracing and shoring is the responsibility of the Contractor.
3.The Contractor shall be responsible for the safety of the building and workers during construction. The Contractor shall comply
with all applicable safety regulations.
BACKFILLING
1.Contractor shall not backfill against basement and/or retaining walls until all supporting elements (ex: concrete slabs and/or floor
framing) are in place and securely anchored, or until adequate temporary shoring is installed.
2.Contractor shall verify type of backfill material with Geotechnical Engineer prior to backfilling.
FASTENER AT NEAR FACE
FASTENER AT FAR FACE
(3-PLY & 4-PLY ONLY)
PLY TO PLY CONNECTION 3-PLY2-PLY
2 ROWS 10d NAILS @ 12"o.c.ONE FACE EA FACE
PLY TO PLY CONNECTION 3-PLY2-PLY
2 ROWS 12d NAILS @ 12"o.c.ONE FACE EA FACE
2"
12"/24"o.c.2"
PLY TO PLY CONNECTION 3-PLY2-PLY
3 ROWS 16d NAILS @ 12"o.c.ONE FACE EA FACE
4-PLY
EA FACE2 ROWS 1/4"x6" SDS SCREWS @ 24"o.c.
4-PLY
3 ROWS 1/4"x6" SDS SCREWS @ 24"o.c.EA FACE
FOR COLUMNS OVER 3-PLY, ATTACH EACH ADDITIONAL PLY w/ (2) ROWS OF 10d NAILS @ 12"o.c.
SAWN LUMBER (2" NOM. THICKNESS) CONNECTION SCHEDULE
LVL 1 3/4" THICK, MEMBER WIDTH < 14" CONNECTION SCHEDULE
LVL 1 3/4" THICK, MEMBER WIDTH > = 14" CONNECTION SCHEDULE
2-PLY MEMBER 3-PLY MEMBER 4-PLY MEMBER
ELEVATION
1. FLOOR SHEATHING SHALL BE AS FOLLOWS:
WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS FLOOR SHEATHING, RATED STURD-I FLOOR, 24"
o.c, 23/32" THICK, T & G OR 1 1/8" WARMBOARD-S. FLOOR SHEATHING SHALL BE GLUED AND FASTENED TO FLOOR
JOISTS & BEAMS USING ADHESIVES CONFORMING TO APA SPECIFICATION AFG-01 AND APPLIED IN ACCORDANCE
WITH MANUFACTURER RECOMMENDATIONS. REMOVE WATER, DUST AND DEBRIS FROM JOISTS. APPLY GLUE TO
JOISTS & BEAMS AND COMPLETE ALL FASTENING BEFORE GLUE SETS. FLOOR SHEATHING USED AT EXTERIOR
DECKS SHALL BE LABELED "EXTERIOR" OR "EXPOSURE 1".
2. ROOF SHEATHING SHALL BE AS FOLLOWS:
WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS ROOF SHEATHING, LABELED
"EXTERIOR" OR "EXPOSURE 1", RATED SHEATHING, 40/20, 5/8" THICK
3. FLOOR AND ROOF
SHEATHING LAYOUT:
3-SPAN CONTINUOUS - MIN,
PERP TO FRAMING MEMBERS
BRACED WALL PANELS
1.All bearing walls, including unlabeled, hatched BWP's, shall be continuously sheathed as Typical Exterior or Interior Panels,
accordingly.
2.Typical Exterior Panels shall be 7/16" APA rated OSB or plywood attached to studs w/ 8d common or galvanized box nails (1 3/8"
stud penetration) @ 6"o.c. at panel edges & 12"o.c. at intermediate supports. Block all panel edges.
3.Typical Interior Panels shall be 5/8" gypsum board, both sides of wall, attached to studs w/ 6d cooler nails, 0.120 x 1 3/4", min 3/8"
head (or No. 6 1 1/4" Type S or W screws), spaced at 4"o.c. at all supports, studs & plates. Studs shall be spaced @ 24"o.c. max
@ panels. Block all panel edges.
4.All hatched BWP's are critical to the current lateral force resisting system design. They shall not be modified.
5.Special BWP's, holdown straps & anchors, as required, are denoted per plans and shall be constructed per schedules shown on
these drawings.
6.Where BWP'S are not dimensioned, extend between wall openings or corners as shown on plan.
2'-0" MIN LAP - U.N.O.
WOOD AND TIMBER FRAMING
1.All wood and heavy timber construction shall conform to the American Institute of Timber Construction (AITC) and National Design
Specification (NDS) Standards, latest edition.
2.Structural framing lumber shall be at a minimum, as noted below, unless noted otherwise, and shall have a maximum moisture
content of 19% at time of delivery.
SHEATHING NAILING
SHEATHING
APPLICATION FASTENERS
NAIL SPACING
COMMENTS@ INTERMEDIATE
SUPPORTS @ PANEL EDGES
WOOD FLOOR 8d COMMON (0.131 Ø)12"6"GLUED (SEE NOTE 1)
WOOD ROOF 8d COMMON (0.131 Ø)12"6"-
DBL 2x TOP PL TYP U.N.O.
(2) 10d @ CORNER & INTERSECTION LAPS
10d COMMON @ 24"o.c.
(2) 10d ADD'L
(8) 10d COMMON
MIN BTWN SPLICES
TYPE SPECIES GRADE Fb (MIN)
Existing 2x structural Joists, Rafters & Headers Hem Fir No. 2 850 psi
2x Structural Joists, Rafters & Headers Douglas Fir-Larch No. 2 900 psi
2x Studs, Posts & Plates
Douglas Fir-Larch No. 2 900 psi
Versa-Stud 1.7E 2,400 psi
Plates
Douglas Fir-Larch No. 2 900 psi
LSL 1.3E 1,700 psi
Stringers, Beams & Posts (4x)Douglas Fir-Larch No. 1 1,000 psi
Stringers, beams (6x & greater)Douglas Fir-Larch No. 1 1,350 psi
Posts (6x & greater)Douglas Fir-Larch No. 1 1,200 psi
SPECIAL INSPECTION
1.The owner shall employ a special inspector per IBC Chapter 17. The special inspector shall submit a copy of all his reports to the
Owner, Architect, Structural Engineer and the Building Department. When the work is completed, the special inspector shall
submit a final signed report stating whether the work was, to the best of his knowledge, in conformance with the approved set of
plans and specifications and the applicable workmanship provisions of the building code. The S.E.O.R. will make visits to the site
to observe general compliance with the approved structural plans, specifications and change orders. The contractor shall
coordinate with the special inspector in order to ensure that the special inspection as indicated below can be performed with
minimal impact to the project schedule.
2.Special inspection is required for the following types of work. Refer to Chapter 17 of the 2015 IBC for additional testing and
specific requirements.
2.1.All cast-in-place concrete work & reinforcing placement, except nonstructural concrete (periodic).
2.2.All masonry construction (periodic per IBC 1705.4).
2.3.All bolts and embeds in concrete (continuous if wet stabbed, periodic if tied).
2.4.All shop and field welding (periodic).
2.5.All high-strength bolted connections (periodic).
SHOP AND ERECTION DRAWINGS
1.The Contractor shall furnish a PDF set of shop and erection drawings for review to the Architect and Structural Engineer of Record
prior to fabrication for the following items:
1.1.Wood roof trusses
1.2.Structural Insulated Panels (SIP's)
1.3.Structural steel
1.4.Concrete and masonry reinforcing steel
1.5.Concrete mix designs
1.6.Glazing and intermediate structure per manufacturer for large areas of wall
2.The manufacture, fabrication or erection of above noted items prior to written review by the Architect and Structural Engineer of
Record is at the sole risk of the Contractor.
A35 OR LS50 CLIP @ KING STUD
TO TOP & BOT PL's @ WALL OPNG
WIDTH > 4'-0" & (2) A35 OR LS50's
@ WIDTH > 7'-0" - TYP U.N.O.
2x SILL PL - USE (2) 2x
PL's w/ A35 EA END @
EXT WALL OPNG 8'-0" &
GREATER - TYP
(1) 2x6 TRIM STUD MIN,
TYP U.N.O. PER PLAN
(2) 2x6 HDR MIN, TYP
U.N.O. PER PLAN
(2) 16d COMMON, END
NAIL OR (4) 8d COMMON
TOENAIL, EA STUD - TYP
BOT/SILL PL - SEE PLAN
NOTES OR SPECIFIC DETAILS
FOR ANCHOR BOLT SIZE &
SPACING
2x6 STUDS @ 16"o.c. PER
PLAN & DETAILS - U.N.O
2x SOLID BLKG REQ'D AT
CEILING LINES & AT ALL
EDGES OF EXT WALL SHTG
(1) 2x6 KING STUD MIN,
TYP U.N.O. PER PLAN
(4) 16d COMMON
(2) 16d COMMON, END NAIL,
TOP PL TO EACH STUD - TYP
ABBREVIATIONS
TYPICAL FRAMING CONNECTION SCHEDULE
(MINIMUM U.N.O.)1, 2
NAILING TYPE
Joists or Rafters to T.O. Double Top Plate, Sill Plate or Beam (3) 10d Toenail
Rim Joist or Structural Fascia to Joists, Rafters (2) 16d, (1) T&B End Nail
Sole Plate to Sill Plate (3) 10d @ 16"o.c.Face Nail
Sole Plate to Joist, Rim Joist, Beam or Blkg - Typ (2) 16d @ 16"o.c.Face Nail
Sole Plate to Joist, Rim Joist, Beam or Blkg at BWP (3) 16d @ 16"o.c.Face Nail
Double Studs, Built-up Corner Studs, Trim Studs to King Studs1 Per Typ Detail
Rim Joist to Top Plate 8d @ 6"o.c.Toenail
Blkg Btwn Rafters & Joists to Top Plate, Sill Plate or Beam 8d @ 6"o.c. (3) min per block Toenail
2x Decking to Joists (2) 10d each joist Face Nail
1. Refer to Typical Multiple Ply Beams & Columns Detail for additional information.
2. Refer to Typical Framed Wall Detail for additional information.
TYP DBL TOP PL CONN's
57 BAR Ø
(24" MIN)
57
B
A
R
Ø
(2
4
"
M
I
N
)
CORNER INTERSECTION & END OF WALL ALTERNATE CORNER
57 BAR Ø
(24" MIN)
CORNER BAR AT EA
HORIZ BAR - TYP
LAP HORIZ BARS
EA SIDE OF
CORNER - TYP
(1) #5 VERT AT
END OF WALL OR
CORNER - TYP
57
B
A
R
Ø
(2
4
"
M
I
N
)
ATTACH ALL KING, TRIM STUD & HEADER, BEAM
PLIES PER TYP MULTIPLE PLY BM & COL DETAIL
FRAMING MEMBERS
12
D
R R
R = 4D FOR #3 THRU #8 BARS
R = 5D FOR #9 THRU #11 BARS
R = 6D FOR # 14 AND #18 BARS
90° HOOK
180° HOOK
R
R
4D
OFFSET
57 BAR Ø FOR CONC
64 BAR Ø FOR MASONRY
TIED BARS
MIN 1.5D OR 1"
MAX 1/5 LAP LENGTH OR 6"
LAP SPLICE
212" MIN
REINFORCED CONCRETE
1.All concrete design is based on the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, associated
Commentary (ACI 318R), and IRC/IBC Requirements.
2.All structural concrete shall be in accordance with ASTM C39. Minimum compressive strengths noted are required at 28 days,
typical unless noted otherwise.
2.1.For structural concrete in buildings of occupancy categories R-2 & R-3: Minimum compressive strength = 3,000 psi.
Garage slab and exterior concrete minimum compressive strength = 3,500 psi & air entrained 5-7%.
2.2.Structural concrete for all other structures: Minimum compressive strength = 3,500 psi & maximum w/cm ratio of 0.50.
Exposed to freeze-thaw cycles minimum compressive strength = 4500 psi & maximum w/cm ratio of 0.45.
Exposed to deicing chemicals = 5000 psi & maximum w/cm ratio of 0.40.
2.3.Stained or polished floor slabs: Minimum compressive strength = 4000 psi with low pozzolanic material ratios.
3.All concrete shall be consolidated using mechanical vibrators.
4.All concrete work shall conform to the requirements of the IBC and ACI Standard 318, latest edition, of the American Concrete
Institute (ACI), unless shown or noted otherwise on these drawings.
5.Aggregate shall conform to ASTM C33.
6.Cement shall be ASTM C150, Type I or Type II modified.
7.Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304.
8.All embedded items shall be placed accurately and secured prior to beginning concrete placement.
9.Construction joints shall be located so as not to impair the strength of the structure. Construction joints shall comply with ACI 318,
unless noted otherwise.
10.Concrete mix designs shall be submitted to the Architect & S.E.O.R. for approval prior to placement of any concrete.
11.Reinforcement and embedded items shall be free of excessive scale, rust, dirt, grease, & all or any other substance that will impair
bond with concrete.
REINFORCING STEEL
1.All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice.
2.Except where otherwise noted on the Drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60.
Ties and field-bent bars as noted on plan shall be Grade 40. All reinforcing bars to be welded shall conform to ASTM A706.
3.Welded wire fabric reinforcement shall conform to ASTM A185 and shall be sheet-type; roll-type is not acceptable.
4.Coverage for reinforcing bars shall be in accordance with the requirements of the IBC, the ACI Standard 318 and in the Table
below, unless shown otherwise on the Drawings.
5.Lap splices for reinforcing bars shall be 57 bar diameters (24" minimum) for concrete reinforcement and 72 bar diameters (36"
minimum) for masonry reinforcement unless shown otherwise on the Drawings. Wire bars together at laps or splices. Stagger
laps in adjacent horizontal bars a minimum of the required splice length. Hooks shall be ACI standard hooks unless shown
otherwise. Welded wire fabric shall be spliced by lapping a minimum of 12 inches, or (2) cross wires, whichever is greater.
STRUCTURAL STEEL
1.All detailing, fabrication, and erection of structural and miscellaneous steel shall be in accordance with the requirements of the
American Institute of Steel Construction (AISC) Code of Standard Practice, latest edition, and the American Welding Society
(AWS) Specifications.
2.All structural steel rolled shapes, except angles and plates, shall conform to ASTM A992, 50 ksi.
3.Angles, channels & plates shall conform to ASTM A36, 36 ksi, unless otherwise noted on the Drawings.
4.Pipes shall conform to ASTM A53, Grade B, 35 ksi.
5.Tube shapes (HSS) shall conform to ASTM A500, Grade B, rectangular shapes = 46 ksi & round shapes = 42 ksi.
6.All bolts for steel-to-steel connections shall conform to ASTM A325, unless otherwise noted on the Drawings.
7.All anchor bolts shall conform to ASTM F1554 Gr. 36, unless otherwise noted on the Drawings.
8.All shear studs shall conform to ASTM A108 & shall be welded to steel beams for full shear capacity.
9.All welding shall be in accordance with the requirements of the IBC and the Structural Welding Code, AWS D1, latest edition, by
the American Welding Society. Shop welding shall be performed in shops approved by the Building Official, per IBC. Welding
shall be done using E70XX electrodes, unless noted otherwise on the Drawings.
10.Expansion bolts and epoxy anchors called for on the Drawings shall be Hilti or approved equivalent, with embedment as shown on
the Drawings. Expansion bolts shall be Hilti Kwik Bolt 3.
11.Powder actuated fasteners shall be Hilti DNI or approved equivalent, with full penetration into steel members, unless otherwise
noted on the Drawings.
12.Steel, including bolts & anchors, in contact with earth, or as otherwise noted on the Drawings, shall be hot dip galvanized or prime
painted. Do not paint within 3" of field welds until welds are completed.
MINIMUM CONCRETE COVER FOR REINFORCEMENT1
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
CONCRETE EXPOSED TO EARTH OR WEATHER
No. 6 thru No. 18 bars 2"
No. 5 bar, W31 or D31 wire, and
smaller 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
Slabs, Walls, Joists:No. 14 and No. 18 bars 1 1/2 "
No. 11 bar and smaller 3/4"
Beams, Columns:Primary reinforcement, ties, stirrups,
spirals 1 1/2"
1.Minimum concrete cover specified or for cast-in-place, nonprestressed concrete
DESIGN LOADS
1.ROOF LOADS
Dead Load .......................................15 psf
Live Load (Snow).............................75 psf
(per 2016 SEAC Snow Load Data Report w/ Site Elevation = 7,900', K = ?, Ground Snow Load = ? psf)
2.FLOOR LOADS
Dead Load .......................................15 psf
Live Load .........................................40 psf
3.LATERAL LOADS
Seismic Design Category.................C
Basic Wind Speed ...........................115 mph
Exposure Category .........................B
Importance Factor ...........................1.0
* No duration of load increase was used in design
FOUNDATIONS
1.Concrete foundations are designed based on the following assumed soil values (full dead load plus full live load, placed on natural
soils and/or engineered structural fill per soils engineer).
Soil Density = 120 pcf (Assumed)
Allowable Bearing Pressure = 2,000 psf (Assumed)
Lateral At-Rest Earth Pressure = 50 pcf (Assumed)
Lateral Active Earth Pressure = 45 pcf (Assumed)
Lateral Passive Earth Pressure = 350 pcf (Ultimate)
Coefficient of Friction for Footing = 0.50 (Ultimate)
Frost Depth = 42" min
2.Soils conditions and types, at the proposed foundation bearing elevations, shall be verified as adequate for the noted soil values,
by a representative of a qualified Geotechnical Engineer (employed by Owner) during excavation.
3.Proper surface and below grade perimeter drainage shall be installed per Civil & Geotechnical Engineers to relieve foundations
from hydrostatic pressures.
4.It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect and/or
S.E.O.R. if any changes to the design are required prior to start of construction.
SCALE: NTS1TYP FLOOR & ROOF SHEATHING
SCALE: NTS5TYP REINF DETAILS
SCALE: NTS4TYP REINF AT CONC WALLS
SCALE: 3/4" = 1'-0"2 TYP WALL FRAMING DETAIL
SCALE: NTS3TYP MULTI-PLY BEAMS & COLUMNS
MASONRY
1.Concrete masonry units (CMU's) shall conform to ASTM C90, Grade N, and shall have a minimum 28 day compressive strength
of 1900 psi.
2.Compressive strength of masonry construction (F'm) shall be 1500 psi minimum based on net compressive area.
3.Mortar for CMU's shall be Type M or Type S, ASTM C270. Admixtures shall not be used unless approved by the Architect. The
use of masonry cement is not permitted. Minimum compressive cube strength shall be 1900 psi.
4.Grout used in masonry construction shall be coarse grout, and shall conform to ASTM C476. Grout shall develop a minimum
compressive strength of 3000 psi at 28 days.
5.Reinforce all masonry walls with continuous horizontal 9 gauge ladder or truss type reinforcement meeting ASTM A82. Maximum
vertical spacing of joint reinforcing shall be 16 inches.
6.All walls shall be reinforced vertically at wall ends, corners, each side of door or window openings, and as otherwise noted on
plans. Provide continuous horizontal bond beams at top of walls and as otherwise noted.
7.All block shall be laid up in running bond.
8.Grout shall be consolidated by mechanical vibration during placement. Grout pours less than 12" may be puddled for
consolidation.
9.All bolts, anchors and embedded items shall be grouted in place, unless otherwise noted on the Drawings. Anchor bolts shall
have at least 1 inch of grout between the bolt and the masonry shell, and shall be headed or hooked.
57 BAR Ø
(24" MIN)
GROUT, ADHESIVE & EPOXY
1.All grout beneath column base plates, or steel beams at bearing shall be non-metallic, non-shrink high strength grout by BASF
"Masterflow", or approved equal installed to manufacturer's specifications.
2.All structural construction adhesive specified shall be Loctite PL Premium Fast Grab or approved equal & shall be installed to
manufacturer's specifications.
3.Epoxy shall be Hilti HIT-HY 200 or approved equivalent, unless otherwise noted on the Drawings.
3.Provide solid blocking at supports between joists and rafters. Within floor joist spaces beneath solid or built-up posts, provide solid
blocking with area same as post above.
4.All plywood shown on these drawings shall be minimum C-D grade with exterior glue in accordance with DOC PS 1 and comply
with IBC.
5.Sill plates shall be of naturally durable wood, or Zinc Borate treated LSL or Douglas Fir-Larch per IBC with Fc perp = 625 psi,
minimum and shall be protected for dry use.
6.All wood framing shall be preservative pressure treated when in contact with concrete or masonry foundation or exposed to
exterior conditions. All fasteners used to connect pressure-treated wood shall be hot-dipped galvanized (HDG) or stainless steel.
7.Except as noted otherwise, provide minimum nailing as specified in IBC. Structural nailing shall be with common nails, unless
otherwise noted on the Drawings. Nails exposed to weather shall be galvanized. Nails used to connect preservative treated wood
shall be hot dipped galvanized (HDG) or stainless steel.
8.Metal timber connectors shall be Simpson Strong-Tie or equivalent. Hardware specified is for specific member size &
manufacturer as show on the structural drawings. Hanger slope, skew & top flange shall be designated by the contractor as
required. Simpson connectors for preservative treated wood or connectors in contact with concrete shall be ZMAX or HDG, or as
otherwise recommended by specific connector supplier. Install all connectors in accordance with manufacturer's instructions for
maximum rated loads.
9.Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings. Bolts
shall be installed in accordance with the requirements of the latest edition of the National Design Specification for Wood
Construction (NDS) by the American Wood Council. Bolts used to connect pressure-treated wood shall be HDG or stainless steel.
10.Lag screws shall be ASTM A307. Holes for lag screws shall be bored the same depth and diameter as the bolt shank. The
remaining depth of penetration shall be bored per NDS requirements. Lag screws used to connect pressure-treated wood shall be
HDG or stainless steel.
11.Provide malleable iron washers or equivalent cut plate washers under all nuts, bolts or lag screw heads which bear on wood.
12.Wood screws shall be steel per NDS requirements. Pre-drill holes to prevent splitting as recommended in the NDS.
13.Wood members shall be cut or notched only as shown on the Structural Drawings.
14.Provide cross bridging, solid bridging or other lateral support for all framing members in accordance with the requirements of IBC.
15.Except where more stringent construction is shown on the Drawings, wood construction shall comply with the requirements of the
IBC, latest edition, as a minimum.
AB ANCHOR BOLT
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADDL ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
APA AMERICAN PLYWOOD ASSOC
ARCH ARCHITECT OR ARCHITECTURAL
B.O.BOTTOM OF
BLDG BUILDING
BLKG BLOCKING
BLW BELOW
BM BEAM
BOT BOTTOM
BOW BOTTOM OF WALL
BRG BEARING
BTWN BETWEEN
BWP BRACED WALL PANEL
CANTD CANTILEVERED
CCW COUNTER-CLOCKWISE
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTRD CENTERED
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CW CLOCKWISE
DBA DEFORMED BAR ANCHOR
DEFL DEFLECTION
DIAG DIAGONAL
DL DEAD LOAD
E.F.EACH FACE
E.N.EDGE NAILING
E.W.EACH WAY
EL ELEVATION
ELEV ELEVATOR
EMBED EMBEDMENT
EQ EQUAL
EQUIV EQUIVALENT
EXISTG/(E)EXISTING
EXP EXPANSION
EXT EXTERIOR
F.D.FLOOR DRAIN
FDN FOUNDATION
FLG FLANGE
FS FULL SAWN
FTG FOOTING
G.C.GENERAL CONTRACTOR
GA GAUGE/GAGE
GALV GALVANIZED, HOT DIP
GB GRADE BEAM
GL GLUE-LAMINATED MEMBER
H.A.S.HEADED ANCHOR STUD
HDR HEADER
HGR HANGER
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL STEEL
HT HEIGHT
I.F.INSIDE FACE
IBC INTN'L BUILDING CODE
INT INTERIOR
IRC INTN'L RESIDENTIAL CODE
ISO ISOLATION
JST JOIST
JT JOINT
K KING
KSI KIPS PER SQUARE INCH
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
LT LIGHT
LVL LAMINATED VENEER LUMBER
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MF MOMENT FRAME
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
N.S.NOT SHOWN
NTS NOT TO SCALE
o.c.ON-CENTER
O.F.OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
P.E.PRE-ENGINEERED
P.T.PRESSURE TREATED
PAF POWER-ACTUATED FASTENER
PC PRE CAST
PEN PENETRATION
PERP PERPENDICULAR
PL PLATE
PLCS PLACES
PLF POUNDS PER LINEAR FOOT
PLL PARALLEL
PLY PLYWOOD
PSF POUNDS PER SQUARE FOOT
PSL PARALLEL STRAND LUMBER
R RADIUS
R.D.ROOF DRAIN
RE:REFER TO
REINF REINFORCING/MENT
REQD REQUIRED
RS ROUGH SAWN
RTU ROOF TOP UNIT
S.O.G.SLAB ON GRADE
SCHED SCHEDULE
SEOR STRUCTURAL ENGR OF RECORD
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SP SPACE OR SPACING
SPECS SPECIFICATIONS
SS STAINLESS STEEL
STD STANDARD
STGD STAGGERED
STL STEEL
STRUCT STRUCTURAL
SYM SYMMETRICAL
T TRIMMER
T&B TOP AND BOTTOM
T&G TONGUE AND GOOVE
T.O.TOP OF
TOF TOP OF FOOTING
TOL TOP OF LEDGE
TOS TOP OF SLAB
TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
w/WITH
WP WORK POINT
WWF WELDED WIRE FABRIC
EXISTING FLOOR JOIST OR ROOF RAFTER
EXISTING FLUSH BEAM
EXISTING DROPPED BEAM
EXISTING HEADER BEAM OR LINTEL
STRUCTURAL SYMBOLS LEGEND
EXISTING MASONRY WALL & CONCRETE FOOTING
CONCRETE WALL & FOOTING
EXISTING CONCRETE WALL & FOOTING
EXISTING LEDGER
EXISTING WALL BELOW FRAMING TO BE REMOVED
EXISTING BEARING STUD WALL BELOW FRAMING
EXISTING ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATE
BEARING LOCATIONS
ROOF OVERFRAMING PER TYPICAL DETAIL
X
STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVE
SEE WALL FRAMING NOTES FOR MIN SIZE, NUMBER, & TYPE
FLOOR JOIST OR ROOF RAFTER
JOIST HANGER OR BEAM TO BEAM CONNECTION
RE: HANGER SCHEDULE FOR CONNECTION, U.N.O.
FLUSH BEAM
VERTICAL STEP IN FLOOR
WOOD STUD STRUCTURAL WALL ABOVE
NON-BEARING STUD WALL BELOW FRAMING
REVISION CLOUD INDICATING REVISED ITEMS
REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK
STEEL OR WOOD COLUMN FROM ABOVE OR BTWN BEAMS WHICH ARE SUPPORTED
ON FRAMING, MIN WIDTH TO MATCH SUPPORTED FRAMING, U.N.O.
ROOF RAFTER OR FLOOR JOIST SPAN, ARROWS DESIGNATE
BEARING LOCATIONS
DROPPED BEAM
HEADER BEAM OR LINTEL
WALL STEP, POINTS IN DIRECTION OF DOWN
MASONRY WALL & CONCRETE FOOTING
LEDGER
BEARING STUD WALL BELOW FRAMING
MOMENT CONNECTION
BRACED WALL PANEL (BWP) & BEARING WALL BELOW FRAMING
HOLDOWN FRAMING OR FOUNDATION ANCHOR PER PLAN & SCHEDULE
EXISTING STEEL OR WOOD COLUMN TO BE REMOVED
EXISTING FRAMING TO BE REMOVED
EXISTING VERTICAL STEP IN FLOOR
EXISTING WALL STEP, POINTS IN DIRECTION OF DOWN
HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE
BRACED WALL PANEL (BWP) & NON-BEARING WALL BELOW FRAMING
S1 H1
EXISTING BRACED WALL PANEL (BWP) & BEARING WALL BELOW FRAMING
STONE VENEER
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
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A
D
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8
1
6
1
1
NOT FOR
CONSTRUCTION
S0.001
GENERAL
NOTES & TYP
DETAILS
A B C
1
1
1
1
1
A.1 B.1 C
TOS = 90'-3"
TOS = 92'-3"
TOS = 92'-3"
TOW=91'-11"
TOF=89'-9"
TOF=89'-9"
8" WINDOW WELL WALL w/
#5 @ 12"o.c. EA WAY CTRD
16"W x 10" DP FT w/ (2) #5
CONT BOT8" RETAINING WALL w/ #5 @
12"o.c. EA WAY CTRD - TYP
6'-0" SQ x 14" DP w/
(7) #6 EA WAY BOT
(E) FDN TO REMAIN
TYP - V.I.F. BOT OF
(E) FOOTING
INFILL CONC CURB AT
(E) OPENING
TOW=V.I.F.
1
S6.001
X
SX.X
V.I.F. NEW SHELF SLAB
ELEVATION - TYP
X
SX.X
X
SX.X
3'-6" TYP
FOUNDATION NOTES:
1.REFER TO SHEET S0.001 FOR GENERAL NOTES.
2.SEE FRAMING PLANS ABOVE FOR COLUMN & POST LOCATIONS & SIZES.
3.CONCRETE FOOTINGS & THICKENED SLABS SHALL BE PER PLAN & SCHEDULE ON S1.0.
4.ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS - U.N.O.
5.SEE X/S2.0 FOR ALL CONCRETE REINFORCING STANDARD HOOKS AND BENDS.
6.PROPER SURFACE & BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL & GEOTECHNICAL ENGINEERS
TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES.
7.REFER TO SHEET S2.0 FOR TYPICAL CONCRETE DETAILS.
8.DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL SUPPORTING ELEMENTS, INCLUDING MAIN LEVEL FLOOR
SHEATHING, ARE IN PLACE AND SECURELY ANCHORED, OR UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED.
9.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
10.SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATIONS NOTES ON S0.0.
11.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 6'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 4" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS
12.REFER TO PLANS AND SCHEDULE FOR ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE. REFER TO
PLANS ABOVE FOR SPECIFICATIONS.
13.ISOLATE ALL SLABS-ON-GRADE FROM STRUCTURAL ELEMENTS WITH EXPANSION JOINT MATERIAL - U.N.O.
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
M
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12
5
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8
1
6
1
1
NOT FOR
CONSTRUCTION
FOUNDATION PLAN
SCALE: 1 4" = 1'-0"A
S2.001
FOUNDATION PLAN
A B C
1
1
1
1
1
A.1 B.1 C
T.O. (E) PLY = 99'-111 4"
NEW WINDOW WELL
BELOW
X
SX.X
OVERFRAME FLOOR
TBD - TYP V.I.F.
(E) 2x8 @ 16"o.c. TO REMAIN
71 4" LVL SISTERED TO EA JST TYP AS SHOWN
71 4" LVL SISTERED TO EA JST TYP AS SHOWN
NEW BEARING WALLS AS
SHOWN - SHIM TIGHT TO
(E) JSTS TYP
V.I.F. FRAMING ALIGNMENT
AT CENTER BEARING LINE
TYP ROOF TO FDN
ALL EXISTING STRUCTURE IS TO REMAIN - U.N.O. CONTRACTOR SHALL
FIELD VERIFY ALL NOTED EXISTING STRUCTURE PRIOR TO
CONSTRUCTION AND SHALL NOTIFY THE E.O.R. OF ANY DISCREPANCIES
IT IS RECOMMENDED THAT ALL DAMAGED STRUCTURE
BE RETROFIT WITH NEW FRAMING. NOTIFY S.E.O.R. OF
EXISTING CONDITIONS FOR RETROFIT DESIGN PRIOR TO
PROCEEDING WITH REPAIRS.
INFILL FRAME (E) STAIR
BELOW - V.I.F.
JOIST HGRS
TBD - TYP
W8
x
6
7
(
9
9
'
-
1
0
12")
W8
x
6
7
(
9
9
'
-
1
0
12")
ROOF & FLOOR FRAMING NOTES:
1.REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING:
- FLOOR & ROOF SHEATHING PER 1/S0.0.
- TYPICAL WALL FRAMING PER 2/S0.0.
- ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.0.
- ROOF OVERFRAMING, HATCHED PER PLAN, PER 4/S0.0.
- ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.0.
2.ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O.
3.ALL BEARING WALL HEADERS SHALL BE (2) 2x6, TYP - U.N.O.
4.ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O..
5.ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O.
a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN.
b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.
6.ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.
7.REFER TO S1.0 FOR ALL HOLDOWN ANCHORS.
8.ALL DEAD LOAD SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS.
9.SHOP DRAWINGS FOR LARGE AREAS OF GLAZING SHALL BE PROVIDED TO S.E.O.R. FOR REVIEW PRIOR TO FABRICATION TO
COORDINATE CONNECTIONS & LOADING WITH MAIN BUILDING STRUCTURE.
10.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 4'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS.
11.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
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5
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O
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O
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A
D
O
8
1
6
1
1
NOT FOR
CONSTRUCTION
S2.002
MAIN FLOOR
FRAMING PLAN
MAIN FLOOR FRAMING PLAN
SCALE: 1 4" = 1'-0"A
ROOF & FLOOR FRAMING NOTES:
1.REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING:
- FLOOR & ROOF SHEATHING PER 1/S0.0.
- TYPICAL WALL FRAMING PER 2/S0.0.
- ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.0.
- ROOF OVERFRAMING, HATCHED PER PLAN, PER 4/S0.0.
- ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.0.
2.ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O.
3.ALL BEARING WALL HEADERS SHALL BE (2) 2x6, TYP - U.N.O.
4.ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O..
5.ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O.
a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN.
b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.
6.ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.
7.REFER TO S1.0 FOR ALL HOLDOWN ANCHORS.
8.ALL DEAD LOAD SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS.
9.SHOP DRAWINGS FOR LARGE AREAS OF GLAZING SHALL BE PROVIDED TO S.E.O.R. FOR REVIEW PRIOR TO FABRICATION TO
COORDINATE CONNECTIONS & LOADING WITH MAIN BUILDING STRUCTURE.
10.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 4'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS.
11.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
A B C
1
1
1
1
1
A.1 B.1 C
T.O. (E) PLY = 110'-71 4"T.O. PLY = 108'-77 8"
T.O. PLY = 108'-77 8"
(E) RAFTERS V.I.F.
NE
W
R
A
F
T
E
R
T
B
D
NE
W
R
A
F
T
E
R
T
B
D
INFILL FRAME AT
OLD SKYLIGHT
LOCATION
V.I.F. FRAMING ALIGNMENT AT
CENTER BEARING LINE - TYP
ROOF TO FDN
91 2" LVL @ 16"o.c. - TYP @ NEW FLR
FULL DEPTH LVL BLK'G
UNDER BRG WALL
ABOVE - TYP
912" LVL LEDGER w/ (3) 1 4"Ø x
412" SDS SCREWS @ 16"o.c.
TO EA STUD
V.I.F. WALL FRAMING
CONFIGURATION AT ATTIC PRIOR TO
REMOVING (E) ATTIC FLOOR - TYP
(E) JSTS - V.I.F.
(3
)
7
1
4"
L
V
L
HU
C
6
8
(3) 71 4" LVL
(3) 71 4" LVL
HSS
4
x
4
ALL EXISTING STRUCTURE IS TO REMAIN - U.N.O. CONTRACTOR SHALL
FIELD VERIFY ALL NOTED EXISTING STRUCTURE PRIOR TO
CONSTRUCTION AND SHALL NOTIFY THE E.O.R. OF ANY DISCREPANCIES
IT IS RECOMMENDED THAT ALL DAMAGED STRUCTURE
BE RETROFIT WITH NEW FRAMING. NOTIFY S.E.O.R. OF
EXISTING CONDITIONS FOR RETROFIT DESIGN PRIOR TO
PROCEEDING WITH REPAIRS.
W8
x
2
1
(
1
0
8
'
-
5
5
8")
(3
)
9
1
2"
L
V
L
(E) JSTS - V.I.F.
(E) JSTS - V.I.F.
JOIST HGRS
TBD - TYP
(4) 2
x
6
(3) 2
x
6
(3) 2
x
6
(4) 2
x
6
BEAR LVL BM ON
STUD PACK DOWN TO
STL BELOW
(2) 51 2" LVL
HDR MIN
(3) 51 2" LVL
HDR MIN
(3) 2
x
6
(3) 2
x
6
(3) 51 2" LVL
HDR MIN
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
M
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R
I
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S
R
E
S
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D
E
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C
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6
1
1
NOT FOR
CONSTRUCTION
S2.003
UPPER FLOOR
FRAMING PLAN
UPPER FLOOR FRAMING PLAN
SCALE: 1 4" = 1'-0"A
ROOF & FLOOR FRAMING NOTES:
1.REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING:
- FLOOR & ROOF SHEATHING PER 1/S0.0.
- TYPICAL WALL FRAMING PER 2/S0.0.
- ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.0.
- ROOF OVERFRAMING, HATCHED PER PLAN, PER 4/S0.0.
- ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.0.
2.ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O.
3.ALL BEARING WALL HEADERS SHALL BE (2) 2x6, TYP - U.N.O.
4.ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O..
5.ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O.
a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN.
b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.
6.ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.
7.REFER TO S1.0 FOR ALL HOLDOWN ANCHORS.
8.ALL DEAD LOAD SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS.
9.SHOP DRAWINGS FOR LARGE AREAS OF GLAZING SHALL BE PROVIDED TO S.E.O.R. FOR REVIEW PRIOR TO FABRICATION TO
COORDINATE CONNECTIONS & LOADING WITH MAIN BUILDING STRUCTURE.
10.ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT AT 4'-0"
MAXIMUM, 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O.. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S
AND SPACINGS, REFER TO PLANS ABOVE FOR LOCATIONS.
11.ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR.
A B C
1
1
1
1
1
A.1 B.1 C
(E) PORCH ROOF
BELOW TO REMAIN
(E) LOW ROOF
BELOW
RELOCATED
SKYLIGHT BELOW
ALL EXISTING STRUCTURE IS TO REMAIN - U.N.O. CONTRACTOR SHALL
FIELD VERIFY ALL NOTED EXISTING STRUCTURE PRIOR TO
CONSTRUCTION AND SHALL NOTIFY THE E.O.R. OF ANY DISCREPANCIES
(3
)
7
1
4"
L
V
L
-
2
S
P
A
N
(3
)
5
12"
L
V
L
(3
)
5
1
2"
L
V
L
(3
)
5
1
2"
L
V
L
(3
)
5
12"
L
V
L
512" LVL SISTERED TO EA
RAFTER TYP AS SHOWN
(E) SLOPED CLG - V.I.F.
FRAMING CONFIGURATION
V.I.F. HIP RAFTER
FRAMING & SUBMIT TO
S.E.O.R. FOR RETROFIT
DETAILING - TYP
V.I.F. COLLAR TIED RAFTER
FRAMING & SUBMIT TO
S.E.O.R. FOR RETROFIT
DETAILING - TYP
V.I.F. FRAMING ALIGNMENT AT
CENTER BEARING LINE - TYP
ROOF TO FDN
IT IS RECOMMENDED THAT ALL DAMAGED STRUCTURE
BE RETROFIT WITH NEW FRAMING. NOTIFY S.E.O.R. OF
EXISTING CONDITIONS FOR RETROFIT DESIGN PRIOR TO
PROCEEDING WITH REPAIRS.
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
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I
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S
R
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S
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D
E
N
C
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5
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C
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A
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8
1
6
1
1
NOT FOR
CONSTRUCTION
S2.004
ROOF FRAMING
PLAN
ROOF FRAMING PLAN
SCALE: 1 4" = 1'-0"A
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"1 FDN SECTION
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
SCALE: 3/4" = 1'-0"X XXX
RE: SX.XXX
V.I.F.
B.O. (E) FDN
NEW SHELF SLAB TO BRACE
(E) FDN - COORD SHELF
ELEV w/ (E) B.O. FDN ELEV.
NEW RETAINING WALL
TO BRACE (E) FDN
(E) STONE AND
CONCRETE FDN V.I..F
(E) CRAWL SPACE
GRADE - V.I.F.
UNDISTURBED
NATIVE SOIL
NEW BASEMENT SLAB
PER PLAN
T.O. FTG
PER PLAN
PER PLAN
T.O. WALL
DATE:ISSUE:
11/15/19 HPC SUBMIT
PLOT DATE: 11/15/2019
PROJECT # : 19.121C
DRAWN BY : SE
CHECKED BY : SE
STRUCTURAL DESIGN
www.evolvestruct.com
1040 Main Street
Carbondale, CO 81623
(970) 510-0773
DI
M
I
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I
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S
R
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S
I
D
E
N
C
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12
5
W
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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
NOT FOR
CONSTRUCTION
S6.001
FRAMING DETAILS